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Home My WebLink About2101 E Lake Mary Blvd - BC05-001978 (INVACARE) (METAL BUILDING) DOCUMENTSPERMIT ADDRESS C CONTRAC': ADDRESS C--) t- 2PHONENUMBERtC>1 " $\ - PROPERTY ADDRESS PHONE NUMBER ?--> a\ • Lklkn - adA ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # - \ CC) DATE _ PERMIT DESCRIPTION u&A PERMIT VALUATION l o SQUARE FOOTAGE d C) Os C7 C7 I 2101 E Lake Mary Invacare Bldg Permmit NO: 03-1408, 03-1409 Plans Archived Feb 06 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: 1% ADDRESS: CONTRACTOR: PHONE #: SHELL ONLY New Industrial **** 05/02/05 05-1978 2101 E Lake Mary Blvd Strong General Contractors David 407-758-2770 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. nginee ' I o o OPublic Works OUtilities O Fire 5 os OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) v f Date: .7-(o-6jr Time: City of Sanford Engineering FIELD VISIT REPORT 0 0 . ,104 Weather Conditions: C lvucl l Project: ZN VACArC Inspector: G)-e qJ A Equipment: Address: a 101 E. Reason for Inspection: C Findings: cc5 rj FIor%Z5 Nd -k Luox Mtn .9 45k ' !A-O A-'i 16 grPA-SS aeouMrd U-01Ayi c, . 444., C4 e ry r h Recommendation: FASHA ENG\Dept forms\Field Visit Report.wpd 41 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SHELL ONLY New Industrial **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 05/02/05 05-1978 2101 E Lake Mary Blvd Strong General Contractors David 407-758-2770 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering O Fire lic Works 6 OZoning Ddcl OUtilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL). I; ti CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION 1 SHELL ONLY o 4e vireYiteY W 1 1 1NewIndustrial 1 1 1 1 1 H 1 1DATE: 05/02/05 E I A ? PERMIT #: 05-1978 01 1 1 1 ry ADDRESS.. 2101 E Lake Mary Blvd W 1 LZ = N CONTRACTOR: Strong General Contractors J a Z C VPHONE #: David 407-758-2770 -- v _ WCr V a y C N = I.L 1.- The building division has a Certificate of Occupancy foFthe above V 6 0 prepared location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering O Fire OPublic Works OZoning Utiliti OLicensing CONDITIONS: ((TO BE Cf LET ED ONLY IF APPROVAL IS CONDITIONAL) L'MBC1O01 CITY OF SANFORD Address Misc. Information Inquiry 5/09/05 13:11:53 Location ID . . . . . . . Parcel Number . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description RC EARLY APPLICANT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 74405 07.20.31.300-023A-0000 03401811 2101 E LAKE MARY BLVD Free -form information EARLY APP (MOBILITE CO) 3" METER $502.65 REC#40171 12-6-83 DEV FEES $7700.00 REC#40171 12-6-83 ADD CHG FRM 1301 SILVER LAKE DR DT METER WAS PULL AND REPLACED BY A DUAL WA & FIRE METER. SEE LOC# 74395 F2 Address F3=Exit F5=Special Dotes F9=Parcel Notes F12=Cancel CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SHELL ONLY New Industrial **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 05/02/05 05-1978 2101 E Lake Mary Blvd Strong General Contractors David 407-758-2770 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering OPublic Works OUtilities ire '/1r•, .slr r OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 3,31/05 SEMINOLE COUNTY GOVERNMENT - PERMIT FEES RECEIPT 1:;:57:50 APPL a 05-10000163 PERMIT A RECEJP7 a 0103554 FiFNEF.: INVACARE C4RP JOB ADDRESS: CITY UNASSIGNED NORTH LOT SCI ROAD ARTERIALS* 769.39 789.39 .00 SC1 ROAD COLLECTORS NORTH 156.76 156.76 .00 TOTAL FEES DUE .............: 946.15 AMOUNT RECEIVED ............: 945.15 DEPOSITS NON-REFUNDABLE THERE 15 A PROCESSING FEE RETA.INA.GE FOR ALL REFUNDS *• COLLECTED BY: BDD503 BALANCE DUE..........: .00 CHECK NUMBEF......... : 0000003595 CASH/CHECK 'MOUNT$— : 91J8.15 COLLECTED: !"i.0m: I NVACA.RE DJSTRIBUTIt'N.......... I - COUNTY 2 - CUSTOMER 3 - FINANCE OF IOLE ( 8IMPAACTYFEESTATNEMENTV - STATEMENT NUMBER: 05100001 DATE: February 09, 2005BUILDINGAPPLICATION #: 05-10000163 BUILDING PERMIT NUMBER: 05-10000163 UNIT ADDRESS: LAKE MARY BLVD E 2101 07-20-31-300-023A-0000 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: INVACARE CORP ADDRESS: 1 INVACARE WAY ELYRIA OH 44035 APPLICANT NAME: STRONG GENERAL CONTRACTORSADDRESS: 35 PIED CT ORLANDO FL 32828 LAND USE: INVACARE• TYPE USE: WORK DESCRIPTION: CITY-SANFORD. SPECIAL NOTES: STORAGE TRAILER FEE BENEFIT RATE UNIT CALCTYPEDISTSCHEDRATEUNITS UNIT TYPE TOTAL DUE ROADS-ARTERIALS CO -WIDE ORD Warehousing* 358.00 2.205ROADS -COLLECTORS NORTH ORD 1000gsft 789.39 Warehousing* 72.00 2.205FIRERESCUEN/A 1000gsft 158.76 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 948.15 STATEMENT ` RECEIVED BY: V l b 1 V (iln IGNATURE: PLEASE PRINT NAME)_ ODATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVE, BUT NOT LATER THANCERTIFICATEOFOCCUPANCYOROCCUPANCY: THE REQUEST FOR REVIEW COPIESET OFRULEGE REQUIREMENTS APPEALS MAY BE LAND DEVELOPMENT ORREQUESTED, FROMTHEPLANIMPLEMENTATIONOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 THEMCOOUNTYOBUILDINGYPERMIT NNUMBEREAT THERTOPNLEFTOOFDTHISESTATEMENT. THIS STATEMENT IS NO LONGER VALID IFA BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CIO CITY OF SANFORD PERMIT APPLICATION Permit # :— Job Address: Descriptlon of work: Historic District: Date: - 3 L k H S x 1 LP, Zoning; Value of Work: S 4o a t, I. a Permit Type; Building L Electrical Mechanical Plumbing Fire Spri&der/Alarm Pool Electrical: New Scrvicc - # of AMPS Addition/Alteration Change of Service Temporary Polo _ Mechanical: Residential Non -Residential Replacemcat Ncw (Duct Layout & Encrgy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer line* # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Rcsidonlial Commercial Industrial Total Square Footage: Construction Type; ' # of Stories. # of Dwelling Units: Flood Zone: (FEMA form required for other than X) mommomp pane#:,V /-GD^St"Joo" Owners Name & Address: —T Contractor Name & Address: Attacb Proof of OwaWsbip & Legal Deseriptlon) State License Number: Pbone & Fax: 4D7-2-tp Q aotactPerson V*Q N T=- Pbone; Bonding Company. ~ t -- Address; Mortgage Leader; Addross: ArcttitecUEoginaer; W 4kr Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installation as indicated. 1 certify that no work or installation has commenced prior to this issuance of a permit and that all work will be performed to meet Kandarda of all laws regulating construction in this jurisdiction. I understood that a separate permit must be secured for BLEC77UCAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, ROTLERS, HEATERS, TANKS, and ATR CONDITIONERS, etc, OWNRR' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, WARNING TO OWNER: YOUR FATLURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYTNG TWICEFORIMPROVEMHNTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOTIR NOTICE OF COMMENCEMENT. NOTi T— In addition to the requirement, of this permit, there may be additional restrictions applicable to this property that may be found in the pubic records of this county, and there maybe additional permits required from o&cr govertmrental entities such as water management districts, state agencies, or federal agencies: Acceptance of permi 3/ 1-oh.' rif a I the owner of th proor oT the tatl of713. 3 Signs of Own ent < signature of Contractor/Agent Date L- eblo p-'I C. eF v o • Print Owner/Agent's Name Gontractor/Ab,,nt's 3LYO- 6 t,r a frf l Signature of Notary- tuteorFlerida tp 7ofN10 ory-S l a r + VICTORIA L. FRIS6IE . myooimisalattOD1 Notary Public, Statt of Ohb 6 00MANulitoe." Owner/ Agent is— CL PersMPT90M Aug• .3, W7 GontrPr or/ Tis Pcl V Iv ly K1loI t to Me okl t ' Produced ID Produced ID t l f t V Y 5 1 tGP 11.5 APPLICATION APPROVED BY; Bldg: Zoning; Utilities' FD• initial & Date) (Initial & Date) (Initial & pate) (Initial & Date) Special Conditions: CITY OF SANFORD PERMIT APPLICATION Permit # : d `t ,, r Date: Job Address: Z- C L Ir n^PeQ LV b . S o Description of Work: Li X y -9 e> Historic District: Zoning: Value of Work: $ Z71 G\sb' o Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets u Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: 2Zt7 Construction Type:(ti_ # of Stories: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Pared #: 07 - Z-o - cy - -5 A - D ocx> (Attach Proof of Ownership & Legal Description) Owners Name & Address: e Cf o f . Phone 3 Z - y 3 (0 - z a % C-( 3 5 1 ed C-r D r t_w wQ l. `3 i tN to °t<e I ie" I' mber: C.ta C- G191 L465> Phone & Fa=: 4yl-'rp%-Z38Y 4 o7zozct / Contact Person: , ' L d k Phone: Ll'k-> Booding Company:_- Address: Mortgage Lender: NA - Address: Architect/ Engineer: VA V' r awlPhone: Address: 13D> C7 VC S+ VV ` f A-Y , C.," Fa:: 'io> - b%%?- Z f7bZ 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 perfomud to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of is verification t I will no ' the owner of the property of the requiremen f Flori gnature of Owner/Ag t Date gnature of Contractor/Agent Date nt er/ Agent's ame Print Contractor/Agent's Name Z2.L 33.u5 3a of Notary - State of Flori Syr Da 3 Baxler gnature Notary -State of Florida 4 a S Baxter 7q RuMy Commission DD130425 o,*Rdr Expires ojm 2008 25 Expires July o1, 2006 Owner/Agent is _40 Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID _ O Produced ID TU QL 5 S 3 (. C- /-73 -%7 7, -- APPLICATION APPROVED BY: Bldg / Z t G S Zoning - ( DS Utilities: r FD: 6 s_ Initial & Date)(Initial & Date) (hgh & Date) (Initial & Date) Special Conditions: NOTICE OF COMMENCE Permit No. bS-1 o0 o-o I63 State of Florida County of Seminole N 3L Tax Folio The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.' . 1. Description of property: (lega l descrip Ly-2\ O t,q s. L r ce l Y 2. General descrip on of improvement: 3. Owner information r a. Name and address n Jc v4 v b. Interest in property o w v c. Name and address of fee simple tit u 4. Contractor a. Name and address S o 2 b. Phone number 0 5. Surety a. Name and address /t/ b. Phone number ca c. Amount of bond 6. Lender C3 a. Name and address In0caIN z 7. D 21ot 0 b. Phone number *t 3Z 1 14 3 iJ 8. In addition to himself or herself, Owne 713.13 1 Florida Statutes. Oro), b a. Phone number f 9. Expiration date of notice of commence date is specified) a 0 w- u Sworn to (or affirmed) and subscribed befo a Fbu i I • x: w Personally Known OR Produced Ide u Type of Identification Produced ui C- w igna a of N tary Public, to of Florida zCommission Expires: tion of the property and street address if available) 9., SA v -J i-L 3Z7f1 a c' r" $ C>1- ve+e r Cv . Ve leholder (if other e-v 2 A 3S P t C-r-, 6 Y'L W4-, Owner) I n Fax fZ7;n number RTIFIED COPY b. Phone number Fax -number Persons within the State of Florida designated by Owner upon whom i otices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address t,,v S no St-- % . f:-r Q- IP. W- 4, L u k 1 WiA f . S Uy `D A .-E' (d- 1^' (- Z 71 1 to Zy74 Fax number r designates I of to receive a copyi of the Lienor's Notice as provided in Section Fax number ment ( the expiration date is 1 year from a to of recor ' g unless a different Signature of Owner re me this 2 day of I Ocy, c_ , 20 0 , by ntification Linda S Baxter THISINSTRUMENTPREPAREDBY: : MyCommfssionDD130425 NAME vrfJ QI PdF Expires July 01, 2006 ADDR. PI I Division of Corporations Page 1 of 2 Florida Drpartrr eat of .State, TNT,ision of Corrorahoric zrr>I.srluhi-.nrS Public Inquiry Foreign Profit INVACARE FLORIDA CORPORATION Document Number F97000005754 State DE PRINCIPAL ADDRESS 2101 EAST LAKE MARY BLVD SANFORD FL 32773 MAILING ADDRESS 2101 EAST LAKE MARY BLVD SANFORD FL 32773 FEI Number 593446752 Status ACTIVE Registered Af4ent Name & Address C T CORPORATION SYSTEM C/O C T CORPORATION SYSTEM 1200 SOUTH PINE ISLAND ROAD PLANTATION FL 33324 Name Changed: 05/23/2000 IF Address Changed: 05/23/2000 Officer/Director Detail Date Filed 10/30/1997 Effective Date NONE Name & Address Title BLOUCH, GERALD B ONE INVACARE WAY P ELYRIA OH 44036 MIXON 111, A M ONE INVACARE WAY ELYRIA OH 44036 THOMPSON, GREGORY C ONE INVACARE WAY . ELYRIA OH 44036 http://www.sunbiz.org/scripts/cordet. exe?a 1=DETFIL&n 1=F97000005 754&n2=NAMFW... 3/25/2005 Division of Corporations Page 2 of 2 FOX, JEROME E JR ONE INVACARE WAY V ELYRIA OH 44036 Annual Reports Report Year Filed Date 2002 05/06/2002 2003 04/14/2003 2004 05/04/2004 Previous Filing I Return to List Next Filing No Events No Name History Information Document Images Listed below are the images available for this filing. 05/04/2004 -- ANN REP/UNIFORM BUS REP 04/14/2003 -- ANN REP/UNIFORM BUS REP 05/06/2002 -- COR - ANN REP/UNIFORM BUS REP 04/30/2001 -- ANN REP/UNIFORM BUS REP 05/30/2000 -- ANN REP/UNIFORM BUS REP 05/23/2000 -- Reg. Agent Change 05/10/1999 -- ANNUAL REPORT 04/24/1998 -- ANNUAL REPORT 10/30/1997 -- Foreig_n Profit THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corporations Inquiry Corporations Help 44 http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&n 1=F97000005754&n2=NAMFW... 3/25/2005 Seminole County Property Appraiser Get Information by Parcel Number Pagel of 2 Personal Property I Please Select Account -71 DAYID JOHm9oN, CFA. A5A PROPERTY APPRAISER SEMINOLE COUNTY FL 1101 E. FIRST sr SANFORD, FL 32771-1468 407-665-7506 GENERAL Parcel Id: 07-20-31-300-023A-0000 Tax District: S1-SANFORD Owner: INVACARE CORP Exemptions: Address: 1 INVACARE WAY City,State,ZipCode: ELYRIA OH 44035 Property Address: 2101 LAKE MARY BLVD E SANFORD 32773 Facility Name: Dor: 41-LIGHT MANUFACTURING i,fta 2005 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 3 Depreciated Bldg Value: 3,496,210 Depreciated EXFT Value: 121,830 Land Value (Market): 236,967 Land Value Ag: 0 Just/Market Value: 3,855,007 Assessed Value (SOH): 3,855,007 Exempt Value: 0 Taxable Value: 3,855,007 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp 2004 VALUE SUMMARY WARRANTY DEED 02/2003 04718 0529 $100 Improved 2004 Tax Bill Amount: $80,049 WARRANTY DEED 02/1994 02735 1871 $3,800,000 Improved 2004 Taxable Value: $3,905,775 WARRANTY DEED 12/1983 01512 1461 $168,000 Vacant DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 07/1983 01470 1960 $168,000 Vacant ASSESSMENTS Find Comparable Sales within this DOR Code LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value SEC 07 TWP 20S RGE 31 E W 871.2 FT OF N SQUARE FEET 0 0 473,933 .50 $236,967 625 FT OF SW 1/4 OF SE 1/4 (LESS RDS) BUILDING INFORMATION Bid Year Gross Est. Cost Num Bid Class Bit Fixtures SF Stories Ext Wall Bid Value New 1 MASONRY 1984 11 11,312 1 CONCRETE BLOCK -STUCCO - $ 331,529 $439,111 PILAS MASONRY 2 MASONRY 1984 PILAS 16 56,560 1 CONCRETE TILT UP - MASONRY $1,704,533 $2,257,659 Subsection / Sgft UTILITY UNFINISHED / 299 Subsection / Sgft CANOPY / 580 Subsection / Sgft CANOPY / 600 3 MASONRY 1989 PILAS 6 44,800 1 CONCRETE TILT UP - MASONRY $1,460,148 $1,813,849 Subsection / Sgft CANOPY / 1052 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New COMMERCIAL CONCRETE DR 4 IN 1984 44,974 42,725 $89,948 COMMERCIAL ASPHALT DR 2 IN 1984 30,720 12,112 $25,498 WALKS CONC COMM 1984 2,950 2,803 $5,900 http://www. scpafl.org/pls/web/re_web.seminole_county_title?parcel=072031300023AO00... 3/25/2005 Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2 POLE LIGHT CONCRETE 1984 LOAD RAMP 1984 COMMERCIAL CONCRETE DR 4 IN 1989 COMMERCIAL ASPHALT DR 2 IN 1995 POLE LIGHT CONCRETE 1989 GAZEEBO 1993 GAZEEBO 1993 NOTE: Assessed values shown are NOT certified values and there tax purposes. If you recently purchased a homesteaded property your next ye< 4 560 560 525 374 788 34,160 S40,992 68,320 28,160 17,530 23,373 4 616 616 330 2,574 4,950 330 1,544 2,970 are subject to change before being finalized for ad valorem tax will be based on JusUMarket value. http://www. scpafl. org/pls/web/re_web. sem inole_county_title?parcel=0720313 00023 A000... 3/25/2005 Division of Corporations Page 1 of 2 Florida Departs emit or,State, Division of Corporat' v. 1.. w - y. f • . r 1 71711717.;111rhi:'.I r Public II quir Foreign Profit INVACARE CORPORATION PRINCIPAL ADDRESS ONE INVACARE WAY ELYRIA OH 44035-4107 US Changed 04/24/1998 MAILING ADDRESS ONE INVACARE WAY ELYRIA OH 44035 US Changed 04/24/1998 Document Number FEI Number F94000000218 952680965 State Status OH ACTIVE Last Event Event Date Filed MERGER 08/28/2001 Registered Aizent Name & Address C T CORPORATION SYSTEM 1200 SOUTH PINE ISLAND ROAD PLANTATION FL 33324 Name Changed: 08/05/1999 Address Changed: 08/05/1999 Officer/Director Detail Date Filed 01/14/1994 Effective Date NONE Event Effective Date 08/31 /2001 Name & Address Title MIXON, III, A. MILACHI ONE INVACARE WAY CD ELYRIA OH 44035 FOX, JEROME E IF VD ONE INVACARE WAY http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&n 1=F94000000218&n2=NAMF W... 3/25/2005 Division of Corporations Page 2 of 2 ELYRIA OH 44035-4107 THOMPSON, GREGORY C ONE INVACARE WAY 51 ELYRIA OH 44035 BLOUCH, GERALD B ONE INVACARE WAY 1 1 ELYRIA OH Annual Reports Report Year Filed Date 2002 05/06/2002 2003 04/ 14/2003 2004 11 05/04/2004 Previous Filing I Return to List I Next Filing View Events No Name History Information Document Images Listed below are the images available for this filing. 05/04/2004 -- ANN REP/UNIFORM BUS REP 04/14/2003 -- ANN REP/UNIFORM BUS REP 05/06/2002 -- COR - ANN REP/UNIFORM BUS REP 08/28/2001 -- Merger 05/03/2001 -- ANN REP/UNIFORM BUS REP 05/22/2000 -- ANN REP/UNIFORM BUS REP 08/05/1999 -- Reg. Agent Change 05/10/1999 -- ANNUAL REPORT 04/24/1998 -- ANNUAL REPORT 05/08/1997 -- ANNUAL REPORT 04/24/1996 -- 1996 ANNUAL REPORT THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corporations Inquiry Corporations Help http://www. sunbiz.org/scripts/cordet.exe?a 1=DETFIL&n 1=F94000000218&n2=NAMFW... 3/25/2005 CITY OF SANFORD FIRE DEPARTMENT \ I FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 ( 1 DATE PERMIT BUSINESS NAME / PROJECT: 1 V A C/4 C-C-- ADDRESS: PHONE NC CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION (j PLANS REVIEW F. A. [ ] F.S. [ ] HOOD [ 1 PAINT BOOTH [ ] BURN PER T ] ( TENT PERMIT E j TANK PERMIT [ ] OTHER w,%o TOTAL FEES: $ ' (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # Sguare Footage Fees Rer Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above ' true and correct aad that I will comply "*gall aa ordinances of the City nford,pp1ori . Sanford Fire Preve ion Division Applic nt' BSX.- BUILDING SYSTEMS EXPRESS RICHARD A. POWELL Division of Metal Buildings, Inc. PROFESSIONAL ENGINEER 115 Fairbanks Ave. Phone: 229-228-1949 196 Union Hill Road P.O. Box 860 Fax: 229-226-6874 Pelham, GA 31779 j Thomasville, GA 31799-0860 LLTER QEJDF5J-0N CERTIFICATION Date: 02/17/2005 Customer: Mr. Bud Ames INVACARE - L.F. Ames General Contractor 11221Windsong Court Clermont, FL 34711-9524 RE: 49' W x 45' L x 16' EH Building Seminole County, FL BSX Job No. XF50206 To whom it may concern: This is to certify that the pre -fabricated metal building system, described and detailed on the documents listed below, has been designed utilizing the criteria listed on pages 1 and 2 of the attached "General Notes / Specifications". This certification is limited to the structural design of the steel framing and cladding provided and / or manufactured by BSX. This specifically does NOT include any determination of the suitability of any existing structure or foundations to resist any additional loadings as may be imposed by the new BSX structure. Design of the interaction of the new BSX structure with any existing structures is the responsibility of the owner or the owner's design professional (i.e., NOT the undersigned, nor BSX). The supplying of erection drawings and / or engineering data for the pre -fabricated metal building system does not imply or constitute an agreement that BSX or the undersigned is acting as the engineer -of -record or prime professional for the construction project. It is the responsibility of the owner or the owner's design professional to insure that his or her project specifications, and other other aspects of overall project design, are adequate for the intended building use and are in compliance with all applicable requirements of any governing authorities. When the governing building code or any governing authority requires preparation of quality assurance plans and/or special inspections for wind and seismic force resisting systems, the preparation and implementation of such plans and inspections shall be the responsibility of the owner or the owner's design professional (i.e.. NOT the undersigned, nor BSX). The following is a list of the pre -fabricated metal building system construction / design documents issued by BSX for general use on this project: General Notes / Specifications, pages 1 and 2 Reactions for Foundation Design, pages 1 thru 4 Anchor Bolt Location Drawings Ab1 Erection Drawings E.1 T>ivw ES When formally requested, two copies of the above documents, along with design calculations and shop fabrication drawings, will be furnished directly to the engineer -of -record or prime professional for his or her review. If this has been requested, one set of these documents shall be returned to BSX noted with comments for any required actions. If additional copies of these documents are desired, they can be furnished on a fee basis. If there are any questions or should any additional information be needed regarding this project, please contact BSX. Business hours are from 8:00 a.m. to 5:00 p.m., Monday through Thursday, and from 8:00 a.m. to 4:00 p.m. on Fridays. Respectfully ' rs 1, i and A. oweil, FL Reg. No. 40676 Y/yy General Notes_.L- or,JtJcat[Qns.tQr ProjeCt: 49' W x 46 L x IV EH Building PBE7EARMATXD--ME-TAL.UM 4lN-G-YSTF.M Customer: INVACARE - LF. Ames General Contractor Job No: XF50206 Page: 1 of: 2 1, DESIGN REFERENCES AND STANDARDS 1.1 20D1 Florida Building Code 2.7 The load combinations used for design are those specified in section 1609.4 of reference 1.1, and section 2.4 of reference 1.2. 1.2 ASCE 7-98 "Minimum Design Loads for Buildings and Other Structures" 1.3 MBMA "Low Rise Building Systems Manuar 2002 Edition Loadings to be determined from Reference 1.1 above) 1.4 AISC "Specification for Structural Steel Buildings" Allowable Stress Design and Plastic Design, June 1, 1989 with Commentary, and with Supplement No. 1, December 17. 2001 1.5 AISC "Seismic Provisions for Structural Steel Buildings", April 15. 1997 with Supplement No. 2. November 10, 2000 1.6 RCSC "Specification for Structural Joints Using ASTM A325 or A490 Bolts" Allowable Stress Design. June 23, 2000 1.7 AISI "North American Specification for the Design of Cold -Formed Steel Structural Members". 2WI Edition 1.8 SDI 'Diaphragm Design Manual'. First and Second Editions 1.9 ANSI / AWS DI A.2000 "Structural Welding Code -Steel" 1.10 ANSI / AWS D1.3.1989 "Structural Welding Code - Sheet Steel" 2. DESIGN LOADS 2.1 Roof dead load taken as the weight of the framing and Gadding 1.60 psf + rafter weight). 2.2 No collateral load (i.e., additional dead load) has been specified in the order documents for this building. No special concentrated loads have been specified or Included for the design of the roof system (i.e., roof top HVAC units, hoisting systems, etc.). 2.3 Design for roof live load is based on the provisions of section 1604.6 of reference 1.1 above. Roof live loads are as follows: 20.00 psi for members supporting up to 2D0 sf 16.00 for members supporting 201 to 600 sf 12.00 psi for members supporting over 600 sf 2.4 Per section 1605 of reference I.I. all buildings and structures ere exempt from snow load provisions. Ground snow load, Pg, is NA Flat -roof snow bad. Pf, is NA Snow exposure factor, Co. is NA Thermal factor, Cl. is NA Roof slope factor, Cs. is NA Snow load importance factor. Is, is NA 2.5 Design for wind load is based on the lownse provisions of section 6.0 of reference 1.2 above. Wind load design data is as follows: Basic wind speed. V, is 110 mph (3-sec gust) Wind importance factor, Iw. is 1.00 Wind exposure category is B Internal pressure coefficients. GCpi, are +0.18:.0.18 2.6 Per reference 1.1. there are no seismic provisions to be applied to this structure. Seismic use group is NA Seismic importance factor, to. is NA Seismic design category is NA Short period spectral response coefficient. SOS, is NA 1-second spectral response coefficient, SDI, is NA Site class or soil profile is NA The basic seismic4orce-resisting systems used and their corresponding response modification coefficients. R. and coefficients Cs. are as follows: R Cs DeslthpbRn_olSystem: NA NA Rigid gable frame parallel to endwalls (OMF) NA NA Rigid portal frame parallel to sidewalls (OMF) NA NA Concentric braced frame parallel to endwalls (OCSF) NA NA Concentric braced frame parallel to sidewalls (OCBF) NA NA Cantilevered fixed base bracing column parallel to sidewalls NA NA Cold -formed post & beam shear wall frame parallel to endwalls NA NA Metal panel shear wall diaphragm parallel to endwalls NA NA Metal panel shear wall diaphragm parallel to sidewells The seismic base shear is equal to Cs x W, where W is the effective seismic weight of the structure. The following weights for roof and exterior wall assemblies have been used in the determination of seismic forces: NA psi for roof (includes frames, purtins, panels b specified collateral load) NA psi for wall at End 1 NA psi for wall at End 2 NA psi for wall at Side 1 NA psi for wall at Side 2 3. STRUCTURAL STEEL FRAMING 3.1 The steel framing members are designed to meet the standards, loadings and criteria established In sections 1 and 2 of these general notes. The framing system is a combination of Type 1 and Type 2 construction as defined in section A2 of reference 1.4. The system has been designed to resist the stresses determined from a first -order elastic analysis. Except where noted otherwise on the drawings or where otherwise Indicated by the reactions furnished for foundation design, column bases have been treated as frictionless hinges in the analysis. Lateral stability for the system as a whole is provided by the following: Yes Rigid frame action of ciearspen gable frames parallel to endwalls No Rigid frame action of portal frames parallel to sidawalls No Concentric braced frame parallel to endwalls No Concentric braced frame parallel to sidewalls No Cantilevered fixed base bracing column parallel to sidawalls Yes Metal panel shear well diaphragm parallel to endwalls Yes Metal panel shear wall diaphragm parallel to sidewalls Roof panels and/or bridging provide lateral stability for roof pur ins. which in turn provide lateral stability for their supporting rafters. Where present, wall panels and/or bridging provide lateral stability for wall girls, which In turn provide lateral stability for their supporting columns. 3.2 Fabrication shall be in accordance with references 1.3 and 1.4 above. Unless noted otherwise in the order documents, all hot -rolled steel members shall be cleaned in accordance with SSPC - SP2 or SP7, and shall receive one shop coat of standard red primer of not less then 1.0 mil dry film thickness. Painted cold -formed components (i.e.. cess, zees, etc.) shall receive one coat of polyester -based red primer, not less than 0.5 mil dry film thickness, oven baked prior to cold -forming by the component manufacturer. After cutting and welding operations, damaged areas of the oven baked primer on cold -formed members will be cleaned in accordance with SSPC-SP2 and touched up with same primer as applied to hot -rolled members. Note: The primer shop coal applied to the structural members is designed to provide minimal short term protection of the steel during shipping and erection. If a greater level of protection is needed or desired, such protection shall be designed and provided by others, not by the building manufacturer. 3.3 Erection shall be in accordance with these plans and Section IV of reference 1.3 above. All A325 bolts need only be tightened to the snug -light condition, as defined in reference 1.6 above, unless noted otherwise on the drawings. All field welding shall be performed by certified welders using low hydrogen electrodes. Erection shall be performed by a qualified erector using proper tools and equipment. It shall be the responsibility of the erector to comply with all applicable laws and safely regulations. It shall be the responsibility of the erector to determine and provide any and all temporary bracing and/or searing of the system as required for stability during the entire erection process. One recognized reference on the design of erection bracing for low-rise steel buildings is AISC Design Guide No. 10. 3.4 Materials W Shapes............................................................ ASTM A992 or A572.50 Fy - 50 kst Round Tubing A Pipe .......................................... ASTM A53. Or. B Fy = 35 ksi Square 6 Rectangular Tubing ............................. ASTM A500. Or. B Fy = 42 ksi Channels, angles, plates 6 bars ......................... ASTM A36 Fy = 36 ksi Cold -Formed Coos. Zees & Angles (Painted)..... ASTM Al011. Gr.55 Fy = 55 ksi Cold -Formed Cites. Zees & Angles (Galvanized ASTM A653, Or. 50 Fy = 50 ksi Structural bolts for primary framing shall be 5/8 inch diameter or larger. as noted on the drawings, and shall meet ASTM A325. Structural bolts for secondary framing (e.g.. purlins and gins) shall be 112 inch diameter, and shall meet ASTM A307 or ASTM A325 as noted on the drawings. Welding electrodes for shop and field welds shall conform to one of the following: SMAW process ................................ AWS A5.1, E70XX GMAW process ................................ AWS AS. IS. E70S-X FCAW process ................................. AWS A5.20. E7XT-X Galvanized cable used for X-bracing shall conform to ASTM A475, Extra High Strength. Cable brace assemblies shall have the following minimum breaking strengths: Strand Eye Boll Minimum Assembly Size Dia. Breaking Strength (Ibs) 1/4• 1/2• 6.650 5/16• 5/8• 11,200 3/8• 5/8• 15.400 7116• 3/4• 20.800 1/2• 7/8• 26.900 General Not e$1SRecifirati_Q JQr PR E/9gR1SATEA_-FETAL- ILDING_SY$IF-A 4. METAL ROOF AND WALL COVERING AND TRIM 4.1 Design The metal roof and wall systems are designed to meet the loadings, standards and criteria listed in sections 1 and 2 of these general notes. Where metal roof and wall systems are used as diaphragms, they have been designed in accordance with the general procedure outlined in reference 1.8. modified as needed to comply with the more recent requirements of references 1.2 and 1.7. Note: When section 2.6 and/or section 3.1 of these general notes indicate that metal wall panels will be used as shear wall diaphragms, it is absolutely essential that the panels are property fastened to their supports and to each other In order to provide the strength and stiffness required of the diaphragm assembly. The manufacturers minimum standards for fastening of metal wall panels are given in sections 4.4 and 4.6 of theses general notes. When the fastening requirements are different than these minimum standards, the required fastening schedule(s) shall be ceady noted on the erection drawing panel plans. 4.2 Materials Unless noted otherwise on the drawings, the exposed surfaces of all metal roof and wall panels and trim shall be either dear acrylic coated or factory painted GALVALUME'. Acrylic coaled GALVALUME' shall have a Coating Gass AZ55. Factory painted GALVALUME' shall have a minimum Coating Class AZ50. GALVALUME' coaled steel for roof and well panels shall conform to ASTM A792 Grade 50. GALVALUME' coated steel for flashing and trim shall conform to ASTM A792 Grade 50. Unless noted otherwise in the order documents, factory painted GALVALUME' panels and trim shall have a baked -on silicone polyester finish coal applied to one side and a baked -on straight polyester wash coat applied to the other side. Including the primer coat, thickness of the finish coal and the wash coal shall be a nominal 1.0 and 0.5 mils respectively. Note: GALVALUME' Is a registered trademark of BIEC International. Inc 4.3 Roof Panels Roof panels shall be 'Super Span' or 'Super Span-)(' panel as manufactured by WHIRLWIND BUILDING COMPONENTS or an essentially equivalent panel produced by a number of other component manufacturers and generally referred to as'R' or'PBR' panel. Unless noted otherwise on the drawings, roof panels shall be secured to framing members as follows: Panel to framing connections at interior lines of support to be 12 inches o.c. beginning 2.1/2 to 3 inches from centerline of major panel rib. This results in one fastener for each major panel rib. Panel to framing connections at panel ends to be In a 5 - 7 - 5 - 7 inch pattern beginning 2-1/2 to 3 inches from centerline of major panel rib. This results in two fastener; for each major panel rib. Panel to panel connections (i.e., side laps) shall be approximately 20 inches o.c. with one fastener located in line with the panel to framing fasteners. The first panel run at each end of the building shall be fastened to the endwall rafter, rake angle or other shear collecting member at approximately 20 inches o.c. Where called for in the order documents and indicated on the drawings, a fiberglass insulation blanket not more than 6 inches thick may be installed between the panels and supporting framing. 4.4 Wall Panels When provided, wall panels shall be "Super Span' panel as manufactured by WHIRLWIND BUILDING COMPONENTS or an essentially equivalent panel produced by a number of other component manufacturers and generally refered to as 'R' panel. Unless noted otherwise on the drawings, wall panels shall be secured to framing members as follows: Panel to framing connections at interior lines of support to be 12 inches o.c. beginning 2.1/2 to 3 inches from centerline of major panel rib This results in one fastener for each major panel rib. Panel to framing connections at panel ends to be in a 5. 7 - 5. 7 inch pattern beginning 2-1/2 to 3 inches from centerfine of major panel rib. This results in two fasteners for each major panel rib. Panel to panel connections (i.e., side laps) shall be approximately 24 inches o.c. with one fastener located in line with the panel to framing fasteners. Panel runs at each end of the building and each side of openings shall be fastened to columns. door jambs or other shear collecting members at approximately 24 inches o.c. Where called for in the order documents and indicated on the drawings, a fiberglass insulation blanket not more than 6 inches thick may be installed between the panels and supporting framing. Project: 49' W x 46 L x 16' EH Building Customer: INVACARE - L.F. Ames General Contractor Job No: XF50206 Page: of: 4.5 Roof Panel Fasteners Roof panel to framing fasteners shall be No. 12-14 x 1-1/4 inch self -drilling, self - tapping, hex head, plated steel screw with a separate 518 inch O.D. formed steel washer and a neoprene sealing washer. OR When called for in the order documents, roof panel to framing fasteners shall be No. 12-14 x 1-1/4 inch self -drilling, self -tapping plated screw with an EPDM sealing washer housed in an undercut head (i.e., ZAC screw as manufactured by Construction Fasteners or equivalent long -life screw). Roof panel sidelap fasteners shall be No. 14 x 7/8 inch screws of the some type as roof panel to framing fastener. Where an insulation blanket is to be installed between the panels and supporting framing, greater length panel-to-froming screws will be furnished as needed based on the thickness of the insulation blanket. 4.6 Wall Panel Fasteners Wall panel to framing fasteners shall be No. 12-14 x 1 inch self -drilling, self -dapping. hex head, plated steel screws (no washer) with heads painted to approximately match color of wall panels. OR When called for in the order documents, wall panel to framing fasteners shall be No. 12-14 x 1 inch self -drilling, self -tapping, hex head, plated steel screw with a separate 5/8 inch O.D. formed steel washer and a neoprene sealing washer. Wall panel sidelap fasteners shall be No. 14 x 718 inch screws of the some type as wall panel to framing fastener. Where an insulation blanket is to be installed between the panels and supporting framing, greater length panel -to -framing screws will be furnished as needed based on the thickness of the insulation blanket. S. FOUNDATIONS AND BUILDING ANCHORAGE 5.1 Foundations Unless noted otherwise in the order documents, the building manufacturer Is not responsible for the design, materials and workmanship of the foundation. The anchor bolt plans prepared by the building manufacturer are intended to show only location. diameter and projection of anchor rods required to attach the building to the foundation. The manufacturer shall be responsible for providing the loads imposed on the foundation by the metal building structure. The manufacturer shall meet this requirement by furnishing the service level reactions on a Toad case basis: thereby allowing the foundation designer to generate as many different load combinations as needed using the principle of superpositioning. The furnishing of service level reactions on a load case basis. as opposed to a load combination basis, will also allow the foundation designer to apply the appropriate load factors for each load case in a given combination If load factored procedures will be used to design the foundation. If requested. the manufacturer will provide reactions for the allowable stress design combinations specified in section 2.7 of these notes. 5.2 Anchor Rods Unless noted otherwise in the order documents, anchor rods shall be furnished by others, not by the building manufacturer. The minimum anchor rod diameters indicated on the anchor bolt plans have been determined using either the shear friction approach of AC1349 or the thlinear equation given in the AISC-ASD Specification Table J3.3 for threaded parts. Unless noted otherwise on the drawings, determination of required anchor rod diameters has assumed the use of material meeting ASTM A307, A36 or At 554 Grade 36. Only the interaction of shear and tension as governed by the steel strength of the anchor material has been considered In the determination of the indicated anchor diameters. Other considerations that may affect anchorage strength (i.e., concrete breakout strength of an anchor or group of anchors in shear, tension or combined shear and tension, etc.) are an integral part of concrete pedestal / fooling design, and therefore must be investigated by the foundation designer, not the building manufacturer. The foundation designer may refer to section 1912 of IBC-2000 for allowable stress design of anchorage to concrete. However, this procedure is very restrictive due to the short embedment lengths listed for use in Table 1912.2. Therefore, the foundation designer may wish to use the strength design method of IBC-2000, section 1913. to obtain more economical results (Note: FBC-2001 does not include a specific method or procedure for anchorage design). adetalls ndation designer determines that larger diameter han those Indicated on the manufacturers drawings are the purchaser shall notify the building manufacturer required changes, prior to returning a signed authoriratlon d with fabrication, so that column base plate design and n M revised to accomodats the larger anchor. REACIlONS F_OR-FOUNDAT.ION-DESIISN FRAME_REACTIONS_B.Y_LOAD-CASE based-onJoading atLine.Z): Node 3 Node 6 "Ai Node? Node 2 Node 4 SW1) SW2) R- Node 1 RH Node 5 RM VRV RM RV NOTE: Positive reactions act in the direction indicated above. Project: 49' W x 45' L x 16' EH Building Customer: INVACARE - L.F. Ames General Contractor Job No: XF502D6 Page: 1 of: 4 Ridge line (i1 applicable) C4 SW7 C3 EW1 + t1 EW2 C1 SW2 C2 ELAN -MEW Load Node 1 Node 5 Eaulllbrlum Check Case RH RV RM RH RV RM Sum VF Sum HF Sum M No. DESCRIPTION ki kips) kl ft kips) klDs) ki ft kips) kips) ki ft 1 Dead Load 0.62 1.86 0.00 0.62 1.86 0.00 0 0 0 2 Collateral Load 3 Live Load - - 2.99 7.57 0.00 2.99 7.57 0.00 0 0 0 4 Wind Load A. Transverse, w/ I.P. 5.26 10.03 0.00 0.34 6,47 0.00 0 0 0 5.26 10.03 0.00 0 0 05WindLoadA, Transverse. w/ I.P. 0.34 -6.47 0.00 4.91 5.85 0.00 0.02 2.29 0.00 0 0 06WindloadA. Transverse, wl I.S. SW1 7 Wind Load A. Transverse, w/ I.S. 0.02 2.29 0.00 4.91 5.85 0.00 0 0 0 8 Wind Load B. Transverse, w/ I.P. 5.42 10.09 0.00 0.28 7.37 0.00 0 0 0 9 Wind Load B, Transverse, w/ I.P. 0.28 7.37 0.00 5.42 10.09 0.00 0 0 0 10 Wind Load B. Transverse. w/ I.S. 5.07 5.90 0.00 0.08 3.18 0.00 0 0 0 SW7winslv/at----_....._.._ _ 11 Wind Load B. Transverse. w/ I.S. 0.08 3.18 0.00 5.07 5.90 0,00 0 0 0 SW2windward)__. _..... ____....__-..__._... 012WindLoadB. Longitudinal, w/ I.P. 0.83 9.12 0,00 1.14 7.38 0.00 0 0 SW7windward) 13 Wind load B. Longitudinal, w/ I.P. 1.14 7.38 0.00 0.83 9.12 0.00 0 0 0 iSW2.rriadvte[d).-...-_ ..--- 0.48 4.94 0.00 0.79 3.19 0.00 0 0 014WindLoadB, Longitudinal, w/ I.S. 1 15 Wind Load S. Longitudinal. w/ I.S. 0.79 3.19 0.00 0.48 4.94 0.00 0 0 0 ASM rAndward)_ 16 Wind Load A. Longitudinal, w/ I.P. 3.25 9.18 0.00 3.35 8.27 0.00 0 0 0 SW7-windwardl _ 17 Wind Load A. Longitudinal, w/ I.P. 3.35 8.27 0.00 3.25 9,18 0.00 0 0 0 JSW2.mrdwa[d)_ - -- - - 18 19 20 21 22 REACTIONS -FOR FOUNDATI.ON.DESIGN COLUMN.REACTIONS-F9R ENDWALL 1 (gy ead _ na1: StaodardlOad_t'.aaa5 No. Description 1 Dead load, D 2 Collateral load. C 3 Roof live load. Lr 4 Snow load, S 5 Roof wind load pressure. Wp 6 Roof wind load suction. Ws 7 Wall load pressure 8 Wall load suction 9 Vertical seismic. 0.2'SDS'(D+C) 10 Wall seismic. Max(0.40'1e'SDS'wall weight. 0.10'wall weight) Project: 49' W x 45' L x 16' EH Building Customer: INVACARE - L.F. Ames General Contractor Job No: XF50206 Page: 2 of: 4 Ridge line (if applicable) C4 SW1 C3 C1 SW2 C2 PLANMEW NOTES: 1. Positive axial reactions indicate a compressive force at the column base. 2. Negative axial reactions indicate an uplift force at the column base. 3. Column 1 is at Sidewall 1 (i.e.. SW1) with other column numbers assigned in sequential order towards Sldewall 2 (i.e., SW2). Column CASE 1 CASE 2 CASE 3 CASE 4 CASE 5 No. Shear Axial Shear Axial Shear Axial Shear Axial Shear Axial kl s kl s klDs) kf s kips) kips) AlDs) kfDs) kl s(kips) 1 0. 00 0.05 NA NA 0.00 0.09 NA NA. 0.00 0.05 2 0. 00 0.27 NA NA 0.00 1.62 NA NA 0.00 0.81 3 0_ 00 0.26 NA NA._._ 0.00 1.47 NA NA 0.00 0.74 0.00 1.47 NA NA 0.00 0.74 4 0.00 0.26 NA NA 5 0. 00 0,27 NA NA 0.00 1.62 NA NA 0.00 0.81 6 ___ 0A0__._ 0.05 __ NA NA _. 0_00.___ 0.09 NA NA 0.00 0.05 7 NA NA NA NA NA NA NA NA NA NA 8 NA NA NA NA NA NA NA NA NA NA 9 _ ..___NA NA NA__ NA NA NA NA NA NA NA NA NA NA NA NA NA 10 NANA NA NA 11 NA NA NA NA NA NA NA NA NA NA 1.... NA_ -. -_._. NA NA ..-- --. NA_..._ NA_.... NA ,_.. NA NA NA NA NA NA NA NA 13 NANANANANANA14NA NA NA NA NA NA NA NA NA NA 15 NA NA NA NA NA - NA NA _-.. NA NA NA 16 NA NA NA NA NA NA NA NA NA NA 17 NA NA NA NA NA NA NA NA NA NA 18 NA NA__ NA NA__ NA_.- NA NA NA NA NA 19 NA NA NA NA NA NA NA NA NA NA 20 NA NA NA NA NA NA NA NA NA NA 21 NA NA NA NA NA NA I NA NA NA NA Column CASE 6 CASE 7 CASE 8 CASE 9 CASE 10 No. Shear Axial Shear Axial Shear Axial Shear Axial Shear Axial kl kips) ki(kips) ki s kl s klIDS) kl i kips) 1 0. 00 0.11 0.37 0.00 0.47 0.00 NA NA NA NA 2 0. 00 1.91 1.33 0.00 1.61 0.00 NA NA NA NA 3 0. 00 1.74 _ 1.60 ___ 0.00 _ 1.89 0.00_._ NA NA NA NA 4 0. 00 1.74 1.60 0,00 1.89 0.00 NA NA NA NA 5 0. 00 1.91 1.33 0.00 1.61 0.00 NA NA NA NA 6_1___ 0.00. _ 0.11 0.37 0_00 .__ 0_47 0,00 NA NA NA NA- 7 NA NA NA NA NA NA NA NA NA NA 8 NA NA NA NA NA NA NA NA NA NA 9, ...__NA.., NA.___ NA__--__. NA... NA _.. NA NA NA NA NA NANA NA NA 10 NANANANANANA11NA NA NA NA NA NA NA NA NA NA 12_ _. NA. NA._ NA _ NA _ NA NA NA NA NA NA 13 NA NA NA NA NA NA NA NA NA NA 14 NA NA NA NA NA NA NA NA NA NA 15. _ . NA_ _. _ NA _ _ NA _.. NA _. NA ._- NA NA NA NA NA NA NA NA NA 16 NANANANANANA17NA NA NA NA NA NA NA NA NA NA 18 NA NA NA NA NA_ NA NA NA NA NA 19 NA NA NA NA NA NA NA NA NA NA 20 NA NA NA NA NA NA NA NA NA NA 21 NA NA NA NA NA NA NA NA NA NA R_EDAINDATIONMESIGN COLUMNAEACTIONS-FORENDBALL2 y I nad-Cazo Standard.L=Masas No. Description 1 Dead load, D 2 Collateral load. C 3 Roof live load, Lr 4 Snow load, S 5 Roof wind load pressure. Wp 6 Roof wind load suction, Ws 7 Wall load pressure B Wall load suction 8 Vertical seismic. 0.2'SDS'(D+C) 10 Wall seismic, Max(0.40'le'SDS wall weight, 0.101vall weight) ProJect: 49' W x 45' L x IVEH Building Customer: INVACARE . L.F. Ames General Contractor Job No: XF50206 Page: 3 of: 4 Ridge line (if applicable) C4 SW1 C3 EW7 EW2 C7 SW2 C2 PI AN VIPW NOTES: 1. Positive axial reactions indicate a compressive force at the column base. 2. Negative axial reactions indicate an up -lilt force at the column base. 3. Column 1 is at Sidewall 1 (i.e.. SW1) with other column numbers assigned in sequential order towards Sidewell 2 (i.e.. SW2). Column CASE 1 CASE 2 CASE 3 CASE 4 CASE 5 No. Shear Axial Shear Axial Shear Axial Shear Axial Shear Axial kips) kips) kips) kips) kips) kips) kips) kips) kips) kips) 1 0.00 0.24 NA NA 0.00 1,62 NA NA 0.00 0.81 2 0.00 0.60 NA NA 0.01 4.13 NA NA 0.01 2.08 3.-_-_.. 0.00 ._. 0.60 NA NA_._ 0.01 4.13 NA NA 0.01 2.08 0. 00 0.24 NA NA NA NA 0.00 0.81 40.00 1,62 5 NA NA NA NA NA NA NA NA NA NA 6 _ NA-_ __ NA _ NA___.__ NA _ NA__ NA__. NA- __..NA_ NA NA _ 7 NA NA NA NA NA NA NA NA NA NA a NA NA NA NA NA NA NA NA NA NA 9. NA NA NA - NA,.,_ NA.... NA_ NA.. -. NA NA-- NA NA NA 10NANANANANANANANA11 NA NA NA NA NA NA NA NA NA NA 12. _ .... NA .- - NA -.. NA NA NA_. NA - NA _ _ NA _ NA NA NA NA NA - NA 13NANANA NA NA NA 14 NA NA NA NA NA NA NA NA NA NA 15 16 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 17 NA NA NA NA NA NA NA NA NA NA 18 NA NA NA NA NA NA NA NA NA NA 19 NA NA NA NA NA NA NA NA NA NA 20 NA NA NA NA NA NA NA NA NA NA 21 NA NA NA NA NA NA NA NA NA NA Column CASE 6 CASE 7 CASE a CASE 9 CASE 10 No. Shear Axial Shear Axial Shear Axial Shear Axial Shear Axial kips) kips) kips) kips) kips) kips) kips) kips) kips) kips) 1 0.01 1.91 1.04 0.00 1.27 0.00 NA NA NA NA 2 0.01 4.88 2.18 0.00 2.59 0.00 NA NA NA NA 3 0.01-4.88 2.18-.._._0.00 2.590.00._, NA NA NA NA NA NA NA NA 40.01 .1.91 1.04 0.00 1.27 0.00 5 NA NA NA NA NA NA NA NA NA NA NA NA NA ... NA . NA... NA . NA.. NA - NA 7 NA NA NA NA NA NA NA NA NA NA 8 NA NA NA NA NA NA NA NA NA NA 9 -. NA. _ NA _ NA ......... NA _ NA. _, . NA NA NA.- NA• NA NA NA NA NA 10NANANANANANA11 NA NA NA NA NA NA NA NA NA NA 12 NA NA NA NA* NA NA_ NA NA NA NA 13 NA NA NA NA NA NA NA NA NA NA 14 NA NA NA NA NA NA NA NA NA NA 15 _ NA NA NA NA NA NA NA NA NA NA 16 NA NA NA NA NA NA NA NA NA NA 17 NA NA NA NA NA NA NA NA NA NA 18 NA NA NA NA NA NA NA NA NA NA 19 NA NA NA NA NA NA NA NA NA NA 20 NA NA NA NA NA NA NA NA NA NA 21 NA NA NA NA NA NA NA NA NA NA READTI_QNS-FOR_-GUNDATI.QN_DESI.GIN Project: 49' W x 46 L x 16' EH Building Customer: INVACARE - L.F. Ames General Contractor Job No: XF50206 Page: 4 of: 4 7, Ridge line (if applicable) 3 EW1 Ewz C1 SW2 Cz PLAN VIEW METALRANEL SHEAR wAL' LIAR RAGMS: Wall Mean PH PH Fv Fv tv tv CF CF Location Wall Hgl. Wind Seismic Wind Seismic Lmin Wind Seismic Wind Seismic Le feetfibs) Ibs) Obs I In fibs / FeetOtis I In fibs Ifibs) Ibs Feet EW1 17.02083 NA NA NA NA NA NA NA NA NA 0 EW2 17.02083 NA_ NA _ 29.57 .- 62_0 NA _ 1,056 NA 47.66667 SW1 16 2,957 3683 NA 100 105 NA 29.36 70.6 NA 1.130 NA 43.66667 SW2 16,_ 3.083 ___NA 105 ._._.___NA 2936 _ 70..6 NA _ 1,130 NA 43.66667 Diaphragm bracing not used at Endwall 1 O.K. O.K. O.K. Definitions. PH a Maximum horizontal force, wind or seismic, to be resisted by diaphragm. Fv = Allowable unit shear for specifed wall panel (factor -of -safety is 2.65 when failure mode is shear buckling; otherwise 2.0 for wind and 2.5 for seismic). It should be recognized that there is no standard allowable unit shear for a given panel profile and gage. The strength of a diaphragm system can be limited by the strength of the connections (i.e.. connections at panel edge. panel side laps, or panel ends), local buckling in the panels, or by general plate -like buckling of the entire diaphragm area. fv - Computed unit shear in diaphragm = PH / Le Lmin = Minimum effective sheeted length of wall (Le) required to resist PH (Lmin = PH / Fv, but not less than 1/2 of wall height or 6 feet). Values of Lmin indicated above have been rounded up to the nearest fool. Le - Effective sheeted length of wall. This is generally taken as the full wall length, less the sum of the width of all openings in the wall and all wall segments between openings that are less than 1/2 the wall height or 6 feet in length. Where this approach is taken, diaphragm boundary members (i.e., chord members) are required at each side of each opening; otherwise, diaphragms must be evaluated for stress concentrations that will overt at openings. CF a Axial load (i.e.. Chord force) in diaphragm boundary member, for wind or seismic, based on length Le. NOIE: If openings other than those Indicagd on the building manufacturers panel plans are to be Installed, the diaphragm must be evaluated or the resulting vertical and horizontal stress concentrations by a qualified design professional. To avoid the possibility of underdesigned diaphragms, the purchaser should provide the building manufacturer with detailed Information on the size and exact location of all planned openings so that their effect can be evaluated In the original design of the pre -fabricated steel building system. The Introduction of unplanned openings Into the building system may, in some cases, result in a loss of column stability under lateral or lateral -torsional buckling, with possible catastrophic results. CITY OFF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT —/ i v t n" - PERMIT ADDRESS. I E. Lake Mary Blvd. Sanford, Fl. PERMIT NUMBER Total Contract Price of Job 5,300.00 Total Sq. Ft. Describe Work Install Fire sprinklers in addition and alterations to existinc; bld Type of Construction Bar joist on IOasonary Flood Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial X Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 7-20-31-300-0234-0000 OWNER Mobilite Corporation c/o Invacare Corporation PHONE NUMBER ADDRESS One Invacare Way Elyria, Ohio CITY EINria STATE Ohio ZIP 44035 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE ZIP ZIP ZIP ZIP CONTRACTOR Mid Florida Fire Protection, Inc. PHONE NUMBER 407-292-6388 ADDRESS 2653 Mercy Drive ST. LICENSE NUMBER 64410000011989 CITY Orlando STATE F1. ZIP 32808 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL 0ti.&. THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. 1 1 d d a.+ U b O a Ix 0 Z C c w 3 0 to c Z >• ro w 1 C O 4 0 to H at o 4) Z a E+ Signature of Owner/Agent & Date /,4i THE OWNER OF"E PROPERTY OF i ure of CciKtra Type or Print Owner/Agent Name T or t f Signature of Notary & Date S' atIficf Official Seal) H ro Z O 0) O ctor & Date 0 ooi N G Z N oactor's D o 0 E ro ry ate C. CAPOZZOLI r MY COMMI^eSION t CC 888345 3 EXPIRES: October 22, 2003 11BondedThNNotaryPudicUndarvagm Application Approved BY: S ,. /+ Date: FEES: Building Radon Police Fire Open Space Road Impact Application PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) F-4 d THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE CITY OV SANFORD ME DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 G DATE: ©3 P RMIT #: V 1527 BUSINESS NAME /PROJECT: ADDRESS: D IO I T, 1-.AI M CV /ci C PHONE NO.:I L -7 ) oZ FAX NO.: / CONST. INSP. [ ] C / 0 INSP. j ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F.S. HOOD [ ] PAINT BOOTH [ ] BURN PER I J TENT PERMIT ] TANK PERMIT [ ] OTHER O TOTAL FEES: $ © (PER UNIT SEE BELOW) COMMENTS: T".YZp e-F- Address / Bldp,. # / Unit # Sguare Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16, 17, 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City f San i Sanford Fire Prevention Division ` A pl a t' nature STATE OF FLORIDA OFFICE OF TREASURER, DEPARTMENT OF INSURANCE TALLAHASSEE, FLORIDA STATE FIRE MARSHAL CERTIFICATE OF COMPETENCY THIS CERTIFIES THAT: RANDY G HUNT 2653 MERCY DR ORLANDO, - FL 32808- BUSINESS ORGANIZATION: MID FLORIDA FIRE PROTECTION CONTRACTOR 11 IS LIMITED TO THE EXECUTION OF CONTRACTS REQUIRING THE ABILITY TO LAYOUT, FABRICATE, INSTALL, INSPECT, ALTER, OR SERVICE WATER SPRINKLER SYSTEMS, WATER SPRAY SYSTEMS, FOAM -WATER SPRINKLER SYSTEMS, FOAM -WATER SPRAY SYSTEMS, STANDPIPES, COMBINATION STANDPIPES AND SPRINKLER RISERS, EXCLUDING PRE-ENGINEERED SYSTEMS. 10112002 1 07 1 16 10range Ism Date I Type I Class County 2 02, EXPI- ES '7, 44EIS.IN ftIOA'.T6_AND NOT IN:LftU OFAN AND ANY OTHER LAVVFULAUTHORITY., ITIS VAUD 6441000N11989 I.Acme/Panut Number Treasurer Insurance Commissioner Am Marshal 0919160001 250.00 10613012004 Application # Tam & I. I Expire Date GE)CO-UNWi ,OCCLII,A4 ANAL LICENSE W,jVW001: qd TAX COLLECTOR, 3UV066192 0 UNTY,." FL MGIE CIERUCENSEREQUIREDBYLAWORMUNICIPALORDINANCE- IT Iii'SMECTTO REGULATION OF ZONING, HEALTH I OCTOBER I THROUGH SEPTEMBER 30 OF, LICENSE YEAR: DELJNGUENT PENALTY IS ADDED-OCTOBER I - I - VC- f IRE - SPRINKLERS R::- EP RIMi6 WORKERS. 30*000 0I FIRE SPRINKLERS ' ,WORKER .4" TQTAL JAX, OR I,RE PROTECTIONTOTAL''PA'10; 60i6013 60` 00 10 AN D TOTAL DUE 00L..; 3 RC 0 AND. FL 3 08-3657 3 MER CY.'10R V ORLANDO-'. 0 , HUNT R' ANOV, 0 PAID— 60. 00 99-317414;t- THIS FORM BECOMES A RECEIPT WHEN VALIDATED BY THE TAX COLLECTOR. m nursday, March 27. 2003 9:19 AM To: Randy From: Sue A. Carlson. CIC, 407-898-8813 Page: 2 of 2 ACORD 'CERTIFICATE OF LIABILITY INSU RANCO R; B DATE ( MW03 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Thc®as 8 Corkhill Ins Agcy,LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 538991 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 20 South B=by Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE Orlando FL 32853 Phone:407-898-8891 Fax:407-898-8813 INSURED INSURER A. United National INSURER B Auto —owners Insurance PL/CL INSURER C AmCcWMidFloridaFireProtection INSURER D2653HergyDrive Orlando FL 32808 INSURER E. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIRE'MENT, 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TRIL TYPE OF ROURANCE POLICY NUMBER DA LICYDATE TON LIMPTS A GENERAL LWBRM X COMMERCIAL GENERAL LIABILITY CLAIMS MADE D OCCUR X Blanket Add r 1 Ins L7168337 09/29/02 09/29/03 EACH OCCURRENCE 1 , 000 , 000 FIRE DAMAGE (Arty o fire) s 50 000 MED EXP (Arty one person) 5 , 000 PERSONAL a ADV INJURY 1, 000 , 000 GENERAL AGGREGATE 2 , 000 , 000 GENL AGGREGATE LIMIT APPLIES PER POLICY LOC PRODUCTS - COMP/OP AGG 1 , 000 , 000 B AIIiD ICISILE LIA IUTY X ANY AUTO ALL OWNED AUTOS SCHEDULED ALTOSA HIREDAUTOS NON- MVNED AUTOS 43- 925820-00 08/29/02 08/29/03 C(Ea&accidcc dDSINGLELIMIT enl) 1000 000 BODILY V U URS I Per pwsm) BODILY INJURY Per accidert) s PROPERTY DAMAGE Per accidart) S GARAGE LTABRM ANY AUTO AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AL)TOOPILY: AGG 1 Ij EXCESS LMBI I TY OCCUR CLAMS MADE DEDUCTIBLE RETENTION S EACH OCCURRENCE AGGREGATE s S C WORKERS COI0n9ftAT1ON1 AND EMPLOYERS' LJABI TTY TgCV 7020046 01/01/03 01/01/04 I TORS LIMITS I I ER E.L. EACH ACCIDENT 500000 E.L. DISEASE - EA EMPLOYEE 500000 E L DISEASE - POLICY LIMIT s 500000 OTHER DESCRIPTION OF CWIMTK)PCMOCA7TONS/4EMCLESIEXCLUSIONS ADDED BY ENDORSEMBIi/SPECML PROVISIONS l-cK I IrK.A I c 117VL ICK R ADDITIONAL POURED: POURER LETTER: MIeMCLLf r tin cITYO-1 SHOULD ANTI OF THE ABOVE DESCWSEID POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING POURER WILL ENDEAVOR TO MAIL 30 DAYS VVRR'rEm NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO 90 SWILL C1ty Of Sanford IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Po Box 1709 REPRESENTATIVES. Sanford FL 32772-1788 AUTHORU=RE'RBSEOATIVE VACORD CORPORATION 1 r:Y POM DMStron9F1aao1.com FHONE NO. : 1 407 361 2364 Mar. 25 2003 03:34PM P1 t'zrtn:t No. I S i_ state of Florida County of Seminole No'TICE OF CONM'IENCEMFFW Tax Folio No. 7 2D -31-3oc - 02-& 1,-t n m The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the property and sweet address if available) 21 nl Fast rake Mary Rlvd, Sanford7 Florida See &hihjt g 2. General description of improvement: Adds tion to h.z; l d; n_ a_.^a +r,ti HphA6e oema 3el 1. Owner information ybbilite Corporation c/o r.ERT;FIED COPYa. Name and address T------- r T-- ».•ems U— MI ,ran t s, AAn"3C _.-. b. IrRerest in Property Owner RII c. Name and address of fee simple titleholder (if other than Owner)' c_ 4. Contractor a_ Name and address David M. t b Florida 32828 1 Phone number (407) 758-2770 - . _., Fax number (4n7) 381-2384 Surety a. Name and address W 11Iq 10 1 it I a AI II 1 I go b. Phone number Fax nuf " POWs MERK Up UIVIUJ" Mop c. Amount of bond III 6. Lender - CLERK'S * 296-W47296 a. Name and address W/A 228S3a37 W AE.C fiD:Mi rat tg b, Phone number Fax nub@ BY L IldtfnIey 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(lxa)7,, Florida Statutes: a_ Name and address 5i > 1 Rahm, rnvar-arp-.Feft, 21 m F ra]ceIdaz7 Ala.xd , ,Sanfol, Fleridi 32773 b. Phone number (407) 328-1945 Fax number (-n ,.) :ui -4-70P S. In addition to himself or herself, Owner desigpates Ron Thomas of Invacare Corporation, One Invacare Wavto receive a copy of the Lienor's Notice as provided in Section 713. 13(l)(b), Florida Statutes. Elyria, Ohio 44035 a. Phone number (440) 329-6113 Fax number (440) 365-6456 9. lxpiration date of notice of commencement (the expiration date is 1 year from the ording unless a different date is specified) tgnarture of Owoer Sworn to (or afi'irmed).and subscribed before roe this /7-U-_ day of R ' 20 3--= by 6TV Ott Produced Identificatoo T I Produced - r+ YiTHIS INSTRUMENT HEWED 91, IX" , r , NAME Y• -, r. ign4oftpdai( Pub c, 1- E 1 DDIL `'S GT ommissior fires: NYpny Pubec, Stoma 01 Ohio WW COMM. E=iree Aug. 3 2oo>z'-1 ti cROM : DMStrongFlOaol.com PHONE NO. : 1 407 361 2364 Mar. 25 2003 03:34PM P2 FILE`NUM 2003847290 OR BOOK 04751 PAGE 0076 EXHIBIT A From the Northwest corner of the South 1/2 of the Southeast 1/4 of Section 7, Township 2 South, Range 30 East, Seminole County, Florida, run South 00°IC 08WEast25feettotheSoutherlyright-of-way on Silver Lake Drive for a point of beginning; thence continue South 00°14'08" East 600 feet; thence North 89*57'15" East, parallel with Silver Lake Drive right-of-way, 8712 feet; thence North00°14'08' West 600 feet to the right-of-way of Silver Lake Drive; thence run South 89`57'15" West along the southerly right-of-way line of Silver Lake Drive 871.2 feet to the point of beginning. Seminole County, Florida_ Less the northerly 15 feet thereof, more particularly described as: The Northerly 15 feet of the Northerly 600 feet of the Westerly 871.20 feet of theSouthwest1/4 of the Southeast 1/4 of the Southeast 1/4 of Section 7, Township 20 South, Range 31 East, Seminole County, Florida kCode FIRE SPRINKLER HAZARD ANALYSIS • F1e' c — W w" t;ondrtions Hazard mneicial (13 1999) Category- _--- - Type: O Type: I— Pitchh over 2 in 12 off dreary Group 2 uction Dry, ET Fire Dept. ` Finallnsp. t Date equiremeni aummar Density • gpo, ft Remote Area sq It Inside Hose gpm Outside Hose gpm Duration min Area land sq it Notes 1 0 0 0 0 lot. 1 0200 990 0 250 60 52000 FW Sprinklers 3 1 0200 1 s-n-n-1, 0 250 60T 52000 Requirement Detail Description Code Ref Type % Density Area gpmisq it sq It A 13-99 7-2.3.12 Ord 2 Required 02M 1500 2— OR Sprinklers Roof.lieigf 7-2.3.2.4 Area Adjust -34 0200 990 Figure 7-2 3.1.2 Ares/density curves. Fil c0 ea iD n0 0 YCLnN DESIGN APPROACHES Density (mrr min) 0.05 0.10 0.15 020 0.25 0.30 0.35 0.40 Density (gpMA2) 7-2.3.1.3 Regardless of which of the two methods is used, the following restrictions shall apply: a) For arras of sprinkler operation less than 1500 N2 (1.119 m2) used for light and ordinary hazard occupancies, the density for 1500 R2 (l39 m2) shall be used. For arras of sprinkler operation less than 2_7M ft2 (2l32 M2) for extra hazard occupancies, the den- sity for 2300 R2 (232 m2) shall be used. b) *For buildings having unsprinklered combustible con- cealed sparest (as described in 513.1.1 and 5-13.7), the minimum asrd of sprinkler operation shall be 9M0 fts (279 m2). Exception No. 1: Combustible concealed spaces felled entir{y with noncmnbustiblr. insulation. Excerption No. 2 * Light or ordinary hazard occupancies where non- conrbursbbk or limited combustible antings are directly attached to the bottom of solid wood joists so as to crate endased joist spaces 160 JO 4.8 ms) or less in volume. Fxaption No. 3: * Concealed spaces when the a posed surfaces have a flame spread rating of 25 or less and the materials have born demon- strakd to not Propagate for in the form in which they are installed in the space. c) Water demand of sprinklers installed in racks or water curtains shall be added to the ceiling sprinkler water demand at the point ofconnection. Demands shall be balanced to the higher pressure. (See Chapter 8.) d) Water demand of sprinklers installed in concealed spaces or under obstructions such as ducts and cutting tables need not be added to ceiling demand. e) Where inside hose stations are planned or are required, a total water allowance of 50 gpm (189 L/min) for a single hose station installation or 100 gpm (378 L/min) for a multiple hose station installation shall be added to the sprin- kler requirements. The water allowance shall be added in W gpm (189•L/min) increments beginning at the most remote hose station, with each increment added at the pressure required by the sprinkler system design at that point. f) When hose vahes for fire department use are attached to wet pipe sprinkler system risen in accordance with ir15.5.2, the water supply shall not be required w be added to stand- pipe demand as determined from NFPA 14, Standard for the. InstaUalson of Standpipe and Hose. Syanmv. 1."3 E c0 Cn 0 0 YC0 N E aptimu No. 1: Wlrere the om ninned.sprinkler.system demand and hasp. stream aUawonne of Table 7-2.3. L I excads the mquirements of NFPA 14, Standard for the InstoUation of Uandpo and Hose. Sysknc, this higher demand shaU be used. Esv ptwn Ab. 2: Forparhaay *—Mend building; the sprnrkkr demand, nd inducting hase stream a& aarux, as indiaWd in Table 7-2.3.1.1 shaU be added to the m rsiaments given in AMA 14, Uandad for the InstaUm lion ofMandpepe and Hase Sptems. g) Water allowance for outside hose shall be added to the sprinkler and inside hose requirement at the connection to the city water main or a yard hydrant, whichever is closer to the system riser. h) The lower duration values in Table 7-2.3.1.1 shall be permitted where remote station or central station waterflow alarm service is provided. i) Where pumps, gravity ranks, or pressure ranks supply sprinklers only, requirements for inside and outside hose need not be considered in determining the size of such pumps or ranks. 7-2.3.1.4 Total system crater supply requirements shall be determined in accordance with the hydraulic calculation pre> cedures of Section 84. 7-23.2 Area/Density Method. 7-Y 4.2.1 The water supply requirement for sprinkler only shall Ibe calculated from the area/density cunes in Figure 7-2.3.1.2 or from Section 7-10 where arra/denvty criteria is specified for spe- cial occupancy hazards. When using Figure 7-23.1.2, the cidculw tuns shall satisfy any single point on the appropriate area/density curve as follows: 1) Light hazard area/density curve 1 2) Ordinary hazard (Group 1) area/density curve 2 3) Ordinary hazard (Group 2) area/density curve 3 4) Extra hazard (Group l) area/density curve 4 5) Extra hazard (Group 2) arena/density curve 5 It shall not be neeensaryto meet all 1xints on the selccte d curse. E" tion: Sp mhlerdemand forstmage occupancies as determined in Bunions 7-3 through 7-8. 7- 23.2.2 For prate cdon of miscellaneous storage, miscella-neous Lire storage, and storage up to 12 ft (3.7 m) in height, the discharge criteria in Table 7-2.3.2.2 shall apply. I M EGtio n L t a i, DESIGN APPROACHES 13-8a Table 7-2.3.2.2 Discharge Criteria for Miscellaneous Storage and Storage 12 ft (3.7 m) or Less in Height,' Commodity ©asses 1 through M (Continued) Rolled Paper Stored on End Height of Storage Occupancy Group Heavy and medium weight To 8 ft OH-2 On floor, on tread or on side Over 8 ft ur 12 ft EH-1 Tissue To ]Oft EH-1 Idle Pallet Storage't Height of Storage Occupancy Group Single row rack, fixed To 6 ft wooden OH-2 To 4 ft plastic OH-2 For Sl units, 1 ft = 0.VM8 in. The design of the sprinkler system shall he based on the conditions that will routinely or periodically exist in the building creating the greatest water demand, including pile height and clearance. For rack storage, OH-2 + 1 level in rack shall also be permitted. The discharge criteria for the storage in this table shall only apply to miscellaneous Lire storage as defined in 1-4. 10. The discharge criteria for pallets shall apply only to the storage of wooden pallets stored up to 6 ft (1.8 m) in height or plastic pallets up to 4 R 1.2 m) in height with not over four stacks ofwooden pallets or two stacks of plastic pallets separated from other stacks by at least an 8-ft (2.7-m) aisle. (For heights or quantities exceeding these limits see Section 7-5). SSee Section 7-11 for in -rack sprinkler discharge criteria 7-M23 The densities and areas provided in Figure 7-2.3.1.2 are for use only with spray sprinklers. For use with other types of sprinklers, see Section 7-9. Faaaeption No. 1:* Quick -response sprirtklers shall not be permitted for use with area/density curtas 4 and S (extra hazard). Faraptim No. 2: SidemaU spray spnnkkn shaU be permitted for use vrith arealdensity curve 1(light hazard) and, :fspeeifkz;Uy listed, with area/density turves 2 or 3 (ordinary haranf). F.tax oban No. 3: For adended catiewff sprinkles, the mmanurn design ans shaU be that anmponding to the maximum density for the hazard in FV= 7-2.3.1.2 or the area pn*dod by Jive .*rrnAd . mhichewr is greater. Fsdended coverage spnnkkn shall be &steel unth and daignad for She trunirwum fkwo aun oponding to the density for thesmaUest area ofok eazion for the harmd as specf%d in Frgun 7-2.3.1.2. 7-23.2.4 Where listed quick -response sprinklers are used throughout a system or portion of a system having the same hydraulic design basis, the system area of operation shall be permitted to be reduced without revising the density as indi- cated in Figure 7-2.3.2.4 when all of the following conditions are satisfied: 1) Wet pipe system 2) Light hazard or ordinary hazard occupancy 3) 20-ft (9-m) maximum ceiling height The number of sprinklers in the design area shall never be less than five. Where quick -response sprinklers are used on a sloped ceiling, the maximum ceiling height shall be used firr determining the percent reduction in design area. Where quick -response sprinkler are installed, all sprinklers within a compartment shall be of the quick response type. lion: Mere circumstances reore the use of other than ordinary temperature -rated sprinklers, standard response sp ni ile s shaU be permitted to be used. 7-23.2.5 The system area of operation shall be increased by 3V percent without revising the density when the following types of sprinklers are used on sloped ceilings with a pitch exceeding one in six (a rise of two units in a run of 12 snits, a roof slope of 16.7 percent): 1) Spray sprinklers, including extended coverage sprinklers listed in accordance with ".3, Exception No. 3, and quick -response sprinklers 2) Large drop sprinklers Figure 7-23.2A Design arcs reduction for quick eesponse sprinklem y-axis o 40 x-axis 10 20 30 Ceiling height (fl) Note: y= 2x+55 For ceiling height 2 10 Il and 5 20 tt, y = 2x + 55 For ceiling height < 10 tt, y = 40 For ceiling height > 20, y = 0 For SI units. 1 ft = 0.31 m. 7-2.3.2.6 For dry pipe systems and double interlock preaction sysu:ms, the area of sprinkler operation shall be increased by N) percent without revising the density. 7-2.3.2.7 Where high -temperature sprinklers are used for extra hazard occupancies, the area of sprinkler operation shall be permitted to be reduced by 2i percent without nnising the t density, but not to less than 20()0 ftj (18fi ml). 1999 Edition MID FLORIDA FIRE PROTECTION, INC. 2653 MERCY DRIVE ORLANDO, FL 32808-3857 HYDRAULIC CALCULATIONS FOR INVACARE ADDITION 2101 E. LAKE MARY BLVD. SANFORD, FLORIDA FILE NUMBER: 2003-10 DESIGN AREA 1 DATE: 03/18/2003 DESIGN DATA - OCCUPANCY CLASSIFICATION: MERCANTILE- ORDINARY HAZARD GROUP II DENSITY: .20 gpm AREA OF APPLICATION: 990sgft COVERAGE PER SPRINKLER: 127 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 8 TOTAL SPRINKLER WATER FLOW REQUIRED: 225.5 gpm TOTAL WATER REQUIRED (including hose): 475.5 gpm FLOW AND PRESSURE (@ BOR): 225.5 gpm @ 50.8 psi SPRINKLER -ORIFICE SIZE: 1/2 inch QR ENGINEER OF RECORD: STALEY CONSULTING,INC. CERT A46710 DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CITY OF SANFORD CONTRACTOR CERTIFICATION NUMBER: 64410000011989 q "t.'; 0'31.0 Dki.E: i 3/19/2003 JOB TITLE: INVACARE WATER SUPPLY DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\HASS74\2003-10.SDF SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG PSI) PSI) GPM) PSI) GPM) PSI) SOURCE 58.0 55.0 1540.0 57.7 475.5 55.9 hYVR VOW IFS`f o'q 1 2,rv0/03 fw AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 475.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 225.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) O1 13.0 K= 5.60 21.6 26.0 02 13.0 K= 5.60 23.8 27.3 03 13.0 K= 5.60 26.0 28.5 04 13.0 K= 5.60 28.3 29.8 05 13.0 30.2 06 13.0 30.2 07 13.0 K= 5.60 22.4 26.5 08 13.0 K= 5.60 24.7 27.9 09 13.0 K= 5.60 27.0 29.1 10 13.0 K= 5.60 29.4 30.4 11 13.0 30.0 12 13.0 30.0 50 13.0 30.0 51 13.0 30.2 53 13.0 31.6 54 23.7 27.6 100 23.7 27.6 101 23.7 27.8 102 23.7 27.9 103 23.7 28.0 104 23.7 28.0 105 23.7 28.1 106 23.7 28.1 107 23.7 28.1 111 23.7 28.2 114 23.7 28.3 200 24.7 27.5 201 24.7 27.6 202 24.7 27.7 203 24.7 27.8 204 24.7 27.9 205 24.7 27.9 206 24.7 27.9 207 24.7 28.0 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 f, DAlt: 3/19/2003 C:\HASS74\2003-10.SDF JOB TITLE: INVACARE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) 211 24.7 - - - - 28.1 214 24.7 - - - - 28.2 300 23.7 - - - - 33.2 301 23.7 - - - - 33.2 302 23.7 - - - - 33.3 303 23.7 - - - - 33.3 304 23.7 - - - - 33.3 305 23.7 - - - - 33.3 306 23.7 - - - - 33.4 307 23.7 - - - - 33.5 311 23.7 - - - - 34.5 314 23.7 - - - - 35.9 400 24.7 - - - - 32.5 401 24.7 - - - - 32.5 402 24.7 - - - - 32.5 403 24.7 - - - - 32.6 404 24.7 - - - - 32.6 405 24.7 - - - - 32.6 406 24.7 - - - - 32.7 407 24.7 - - - - 32.8 411 24.7 - - - - 33.8 414 24.7 - - - - 35.0 TOR 23.7 - - - - 38.0 BOR -3.0 - - - - 50.8 BFO -3.0 - - - - 50.9 BFI -3.0 - - - - 57.9 SOURCE 2.0 SOURCE 55.9 225.5 i 1• i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/19/2003 C:\HASS74\2003-10.SDF JOB TITLE: INVACARE PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) FL/FT PSI) Pipe: 1 26.0 1.049 PL 10.50 PF 2.2 O1 13.0 5.6 21.6 26.0 9.7 120 FTG PE 0.0 02 13.0 5.6 23.8 27.3 0.211 TL 10.50 PV Pipe: 2 53.3 1.380 PL 10.50 PF 2.2 02 13.0 5.6 23.8 27.3 11.4 120 FTG PE 0.0 03 13.0 5.6 26.0 28.5 0.210 TL 10.50 PV Pipe: 3 81.8 1.610 PL 10.50 PF 2.3 03 13.0 5.6 26.0 28.5 12.9 120 FTG PE 0.0 04 13.0 5.6 28.3 29.8 0.219 TL 10.50 PV Pipe: 4 111.6 2.067 PL 6.75 PF 1.9 04 13.0 5.6 28.3 29.8 10.7 120 FTG T PE 0.0 51 13.0 0.0 30.2 0.0 0.115 TL 16.75 PV Pipe: 5 0.0 1.380 PL 10.50 PF 0.0 05 13.0 0.0 30.2 0.0 0.0 120 FTG PE 0.0 06 13.0 0.0 30.2 0.0 0.000 TL 10.50 PV Pipe: 6 0.0 1.610 PL 3.75 PF 0.0 06 13.0 0.0 30.2 0.0 0.0 120 FTG T PE 0.0 51 13.0 0.0 30.2 0.0 0.000 TL 11.75 PV Pipe: 7 26.5 1.049 PL 10.50 PF 2.3 07 13.0 5.6 22.4 26.5 9.8 120 FTG PE 0.0 08 13.0 5.6 24.7 27.9 0.219 TL 10.50 PV Pipe: 8 54.4 1.380 PL 10.50 PF 2.3 08 13.0 5.6 24.7 27.9 11.7 120 FTG PE 0.0 09 13.0 5.6 27.0 29.1 0.218 TL 10.50 PV Pipe: 9 83.5 1.610 PL 10.50 PF 2.4 09 13.0 5.6 27.0 29.1 13.2 120 FTG PE 0.0 10 13.0 5.6 29.4 30.4 0.227 TL 10.50 PV Pipe: 10 113.9 2.067 PL 5.33 PF 0.6 10 13.0 5.6 29.4 30.4 10.9 120 FTG PE 0.0 50 13.0 0.0 30.0 0.0 0.119 TL 5.33 PV Pipe: 11 0.0 1.380 PL 10.50 PF 0.0 11 13.0 0.0 30.0 0.0 0.0 120 FTG PE 0.0 12 13.0 0.0 30.0 0.0 0.000 TL 10.50 PV Pipe: 12 0.0 1.610 PL 5.16 PF 0.0 12 13.0 0.0 30.0 0.0 0.0 120 FTG T PE 0.0 50 13.0 0.0 30.0 0.0 0.000 TL 13.16 PV i, 7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/19/2003 C:\HASS74\2003-10.SDF JOB TITLE: INVACARE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) FL/FT PSI) Pipe: 13 113.9 3.260 PL 12.16 PF 0.2 50 13.0 0.0 30.0 0.0 4.4 120 FTG PE 0.0 51 13.0 0.0 30.2 0.0 0.013 TL 12.16 PV Pipe: 14 225.5 4.260 PL 62.33 PF 1.4 51 13.0 0.0 30.2 0.0 5.1 120 FTG 2T PE 0.0 53 13.0 0.0 31.6 0.0 0.012 TL 115.00 PV Pipe: 15 225.5 4.260 PL 19.66 PF 0.6 53 13.0 0.0 31.6 0.0 5.1 120 FTG 2E PE 4.6 54 23.7 0.0 27.6 0.0 0.012 TL 45.99 PV Pipe: 15A 225.5 4.260 PL 2.00 PF 0.0 54 23.7 0.0 27.6 0.0 5.1 120 FTG PE 0.0 100 23.7 0.0 27.6 0.0 0.012 TL 2.00 PV Pipe: 16 203.1 4.260 PL 13.00 PF 0.1 100 23.7 0.0 27.6 0.0 4.6 120 FTG PE 0.0 101 23.7 0.0 27.8 0.0 0.010 TL 13.00 PV Pipe: 17 180.9 4.260 PL 13.00 PF 0.1 101 23.7 0.0 27.8 0.0 4.1 120 FTG PE 0.0 102 23.7 0.0 27.9 0.0 0.008 TL 13.00 PV Pipe: 18 159.0 4.260 PL 13.00 PF 0.1 102 23.7 0.0 27.9 0.0 3.6 120 FTG PE 0.0 103 23.7 0.0 28.0 0.0 0.007 TL 13.00 PV Pipe: 19 137.3 4.260 PL 13'.00 PF 0.1 103 23.7 0.0 28.0 0.0 3.1 120 FTG PE 0.0 104 23.7 0.0 28.0 0.0 0.005 TL 13.00 PV Pipe: 20 115.6 4.260 PL 13.00 PF 0.0 104 23.7 0.0 28.0 0.0 2.6 120 FTG PE 0.0 105 23.7 0.0 28.1 0.0 0.004 TL 13.00 PV Pipe: 21 93.9 4.260 PL 13.00 PF 0.0 105 23.7 0.0 28.1 0.0 2.1 120 FTG PE 0.0 106 23.7 0.0 28.1 0.0 0.002 TL 13.00 PV Pipe: 22 72.2 4.260 PL 13.00 PF 0.0 106 23.7 0.0 28.1 0.0 1.6 120 FTG PE 0.0 107 23.7 0.0 28.1 0.0 0.002 TL 13.00 PV Pipe: 23 50.3 4.260 PL 135.00 PF 0.1 107 23.7 0.0 28.1 0.0 1.1 120 FTG PE 0.0 111 23.7 0.0 28.2 0.0 0.001 TL 135.00 PV Pipe: 24 26.4 4.260 PL 135.00 PF 0.0 111 23.7 0.0 28.2 0.0 0.6 120 FTG PE 0.0 114 23.7 0.0 28.3 0.0 0.000 TL 135.00 PV DATE: T3/19/2003 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 C:\HASS74\2003-10.SDF JOB TITLE: INVACARE tIPIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) FL/FT PSI) Pipe: 25 22.4 4.260 PL 13.00 PF 0.0 300 23.7 0.0 33.2 0.0 0.5 120 FTG PE 0.0 301 23.7 0.0 33.2 0.0 0.000 TL 13.00 PV Pipe: 26 44.5 4.260 PL 13.00 PF 0.0 301 23.7 0.0 33.2 0.0 1.0 120 FTG PE 0.0 302 23.7 0.0 33.3 0.0 0.001 TL 13.00 PV Pipe: 27 66.5 4.260 PL 13.00 PF 0.0 302 23.7 0.0 33.3 0.0 1.5 120 FTG PE 0.0 303 23.7 0.0 33.3 0.0 0.001 TL 13.00 PV Pipe: 28 88.2 4.260 PL 13.00 PF 0.0 303 23.7 0.0 33.3 0.0 2.0 120 FTG PE 0.0 304 23.7 0.0 33.5 0.0 0.002 TL 13.00 PV Pipe: 29 109.9 4.260 PL 13.00 PF 0.0 304 23.7 0.0 33.3 0.0 2.5 120 FTG PE 0.0 305 23.7 0.0 33.3 0.0 0.003 TL 13.00 PV Pipe: 30 131.6 4.260 PL 13.00 PF 0.1 305 23.7 0.0 33.3 0.0 3.0 120 FTG PE 0.0 306 23.7 0.0 33.4 0.0 0.005 TL 13.00 PV Pipe: 31 153.3 4.260 PL 13.00 PF 0.1 306 23.7 0.0 33.4 0.0 3.5 120 FTG PE 0.0 307 23.7 0.0 33.5 0.0 0.006 TL 13.00 PV Pipe: 32 175.2 4.260 PL 135.00 PF 1.1 307 23.7 0.0 33.5 0.0 3.9 120 FTG PE 0.0 311 23.7 0.0 34.5 0.0 0.008 TL 135.00 PV Pipe: 33 199.1 4.260 PL 135.00 PF 1.3 311 23.7 0.0 34.5 0.0 4.5 120 FTG PE 0.0 314 23.7 0.0 35.9 0.0 0.010 TL 135.00 PV Pipe: 34 22.4 1.380 PL 1.00 PF 0.3 100 23.7 0.0 27.6 0.0 4.8 120 FTG T PE 0.4 200 24.7 0.0 27.5 0.0 0.042 TL 7.00 PV Pipe: 35 22.1 1.380 PL 1.00 PF 0.3 101 23.7 0.0 27.8 0.0 4.7 120 FTG T PE 0.4 201 24.7 0.0 27.6 0.0 0.041 TL 7.00 PV Pipe: 36 21.9 1.380 PL 1.00 PF 0.3 102 23.7 0.0 27.9 0.0 4.7 120 FTG T PE 0.4 202 24.7 0.0 27.7 0.0 0.041 TL 7.00 PV Pipe: 37 21.8 1.380 PL 1.00 PF 0.3 103 23.7 0.0 28.0 0.0 4.7 120 FTG T PE 0.4 203 24.7 0.0 27.8 0.0 0.040 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATA: 3/19/2003 C:\HASS74\2003-10.SDF JOB TITLE: INVACARE PIPE -TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) FL/FT PSI) Pipe: 38 21.7 1.380 PL 1.00 PF 0.3 104 23.7 0.0 28.0 0.0 4.7 120 FTG T PE 0.4 204 24.7 0.0 27.9 0.0 0.040 TL 7.00 PV Pipe: 39 21.7 1.380 PL 1.00 PF 0.3 105 23.7 0.0 28.1 0.0 4.6 120 FTG T PE 0.4 205 24.7 0.0 27.9 0.0 0.040 TL 7.00 PV Pipe: 40 21.7 1.380 PL 1.00 PF 0.3 106 23.7 0.0 28.1 0.0 4.7 120 FTG T PE 0.4 206 24.7 0.0 27.9 0.0 0.040 TL 7.00 PV Pipe: 41 21.9 1.380 PL 1.00 PF 0.3 107 23.7 0.0 28.1 0.0 4.7 120 FTG T PE 0.4 207 24.7 0.0 28.6 0.0 0.040 TL 7.00 PV Pipe: 42 23.9 1.380 PL 1.00 PF 0.3 111 23.7 0.0 28.2 0.0 5.1 120 FTG T PE 0.4 211 24.7 0.0 28.1 0.0 0.048 TL 7.00 PV Pipe: 43 26.4 1.380 PL 1.00 PF 0.4 114 23.7 0.0 28.3 0.0 5.7 120 FTG T PE 0.4 214 24.7 0.0 28.2 0.0 0.057 TL 7.00 PV Pipe: 44 22.4 1.380 PL 1.00 PF 0.3 300 23.7 0.0 33.2 0.0 4.8 120 FTG T PE 0.4 400 24.7 0.0 32.5 0.0 0.042 TL 7.00 PV Pipe: 45 22.1 1.380 PL 1.00 PF 0.3 301 23.7 0.0 33.2 0.0 4.7 120 FTG T PE 0.4 401 24.7 0.0 32.5 0.0 0.041 TL 7.00 PV Pipe: 46 21.9 1.380 PL 1.00 PF 0.3 302 23.7 0.0 33.3 0.0 4.7 120 FTG T PE 0.4 402 24.7 0.0 32.5 0.0 0.041 TL 7.00 PV Pipe: 47 21.8 1.380 PL 1.00 PF 0.3 303 23.7 0.0 33.3 0.0 4.7 120 FTG T PE 0.4 403 24.7 0.0 32.6 0.0 0.040 TL 7.00 PV Pipe: 48 21.7 1.380 PL 1.00 PF 0.3 304 23.7 0.0 33.3 0.0 4.7 120 FTG T PE 0.4 404 24.7 0.0 32.6 0.0 0.040 TL 7.00 PV Pipe: 49 21.7 1.380 PL 1.00 PF 0.3 305 23.7 0.0 33.3 0.0 4.6 120 FTG T PE 0.4 405 24.7 0.0 32.6 0.0 0.040 TL 7.00 PV Pipe: 50 21.7 1.380 PL 1.00 PF 0.3 306 23.7 0.0 33.4 0.0 4.7 120 FTG T PE 0.4 406 24.7 0.0 32.7 0.0 0.040 TL 7.00 PV T SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DAME: 3/19/2003 C:\HASS74\2003-10.SDF JOB TITLE: INVACARE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) FL/FT PSI) Pipe: 51 21.9 1.380 PL 1.00 PF 0.3 307 23.7 0.0 33.5 0.0 4.7 120 FTG T PE 0.4 407 24.7 0.0 32.8 0.0 0.040 TL 7.00 PV Pipe: 52 23.9 1.380 PL 1.00 PF 0.3 311 23.7 0.0 34.5 0.0 5.1 120 FTG T PE 0.4 411 24.7 0.0 33.8 0.0 0.048 TL 7.00 PV Pipe: 53 26.4 1.380 PL 1.00 PF 0.4 314 23.7 0.0 35.9 0.0 5.7 120 FTG T PE 0.4 414 24.7 0.0 35.0 0.0 0.057 TL 7.00 PV Pipe: 54 22.4 1.442 PL 140.00 PF 5.0 200 24.7 0.0 27.5 0.0 4.4 120 FTG 2E PE 0.0 400 24.7 0.0 32.5 0.0 0.034 TL 147.43 PV Pipe: 55 22.1 1.442 PL 140.00 PF 4.9 201 24.7 0.0 27.6 0.0 4.3 120 FTG 2E PE 0.0 401 24.7 0.0 32.5 0.0 0.033 TL 147.43 PV Pipe: 56 21.9 1.442 PL 140.00 PF 4.8 202 24.7 0.0 27.7 0.0 4.3 120 FTG 2E PE 0.0 402 24.7 0.0 32.5 0.0 0.033 TL 147.43 PV Pipe: 57 21.8 1.442 PL 140.00 PF 4.8 203 24.7 0.0 27.8 0.0 4.3 120 FTG 2E PE 0.0 403 24.7 0.0 32.6 0.0 0.032 TL 147.43 PV Pipe: 58 21.7 1.442 PL 140.00 PF 4.7 204 24.7 0.0 27.9 0.0 4.3 120 FTG 2E PE 0.0 404 24.7 0.0 32.6 0.0 0.032 TL 147.43 PV Pipe: 59 21.7 1.442 PL 140.00 PF 4.7 205 24.7 0.0 27.9 0.0 4.3 120 FTG 2E PE 0.0 405 24.7 0.0 32.6 0.0 0.032 TL 147.43 PV Pipe: 60 21.7 1.442 PL 140.00 PF 4.7 206 24.7 0.0 27.9 0.0 4.3 120 FTG 2E PE 0.0 406 24.7 0.0 32.7 0.0 0.032 TL 147.43 PV Pipe: 61 21.9 1.442 PL 140.00 PF 4.8 207 24.7 0.0 28.0 0.0 4.3 120 FTG 2E PE 0.0 407 24.7 0.0 32.8 0.0 0.033 TL 147.43 PV Pipe: 62 23.9 1.442 PL 140.00 PF 5.7 211 24.7 0.0 28.1 0.0 4.7 120 FTG 2E PE 0.0 411 24.7 0.0 33.8 0.0 0.038 TL 147.43 PV Pipe: 63 26.4 1.442 PL 140.00 PF 6.8 214 24.7 0.0 28.2 0.0 5.2 120 FTG 2E PE 0.0 414 24.7 0.0 35.0 0.0 0.046 TL 147.43 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/19/2003 C:\HASS74\2003-10.SDF JOB TITLE: INVACARE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 64 -225.5 4.260 PL 147.00 PF 2.2 314 23.7 0.0 35.9 0.0 5.1 120 FTG 2E PE 0.0 TOR 23.7 0.0 38.0 0.0 0.012 TL 173.33 PV Pipe: 65 -225.5 4.260 PL 26.66 PF 1.2 TOR 23.7 0.0 38.0 0.0 5.1 120 FTG 2ECB PE 11.6 BOR -3.0 0.0 50.8 0.0 0.012 TL 97.76 PV Pipe: 66 -225.5 6.080 PL 25.00 PF 0.1 BOR -3.0 0.0 50.8 0.0 2.5 150 FTG 2EG PE 0.0 BFO -3.0 0.0 50.9 0.0 0.001 TL 74.00 PV Pipe: 67 FIXED PRESSURE LOSS DEVICE BFI -3.0 0.0 57.9, 0.0 7.0 psi, 225.5 gpm BFO -3.0 0.0 50.9 0.0 Pipe: 68 -225.5 6.080 PL 25.00 PF 0.1 BFI -3.0 0.0 57.9 0.0 2.5 150 FTG ETG PE -2.2 SOURCE 2.0 SRCE 55.9 (N/A) 0.001 TL 98.00 PV NOTES: 1) Calculations were performed by the HASS 7.4 computer program under license no. 16071186 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.169 gpm. 3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.2 ft/sec at pipe 9. 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 1. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DA'i'E: 3/19/2003 C:\HASS74\2003-10.SDF JOB TITLE: INVACARE a3 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.442 3.72 7.43 2.48 8.67 7.43 1.24 12.39 12.39 7.43 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 80.0 70.0 G A 60.0 U G E 50.0 P R E S 40.0 S U R E 30.0 p 20.0 s i 10.0 14."1 WATER SUPPLY ANALYSIS 0606 G: JQ.VV Vol L\Q.71%A: JJ.VV p.31 LiVW: 1J4V.V LEGEND 1 Available pressure 57.66 psi @ 475.5 gpm 2 Required pressure 1 j 55.90 psi @ 475.5 gpm 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) DA'T'E: 3/19/2003 JOB TITLE: INVACARE WATER SUPPLY CURVE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 C:\HASS74\2003-10.SDF 60+ I I x \\\\\\\\\\\\\\\\\\\\ 55+ I I I 50+ I I I 45+ I I I P 40+ R E S I S 35+ U I R I E I 30+ I P S I I 25+ I I I 20+ i I I 15+ I I 10+ LEGEND " I I X Required Water Supply " I 55.90 psi @ 475.5 gpm " 5+ I 0 Available Water Supply I I• 57.66 psi @ 475.5 gpm " 55.0 psi @ 1540 gpm Flow Test Point 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) CITY OF SANFORD PERNUT APPLICATION Permit No.: Job Address: 2- Date: 3 — 1 ` lc$ 7 Permit Type: Building Electrical MechanicA Plumbing 7 Fire Alarm/Sprinkler Description: of Work: Fe.4 0,2 V V- vtp- a V:X Addial Information for Electrical & Plumbing Permits Electrical: `! Addition/Alteration _v Change of Service Temporary Pole _New AMP Service (# of AMPS Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial V Industrial Total Sq Ftg: Value of Work: Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.:? -2 D •j(' 7 - p 3 gi.T 1"(Attach Proof of Ownership & Legal Description) Owner/Address/Phone:. b —'oo'-•-: C. / roc C'Q-Po' "1 Contractor/Address/Phone: 5-r e. b"4 c 1 , Z*(i44-elyo. State License Number: <f 4D Contact Person: ,.x ,t> k, "Sz e-05,- Qi Phone & Fax Number:— Tide.Holder (If other than Owner): Address: Bonding Company: N Address: Moitgage Lender• Address: Architect/Engineer e Tylen PhoneNo.: Address: Zy t o V-u Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU, INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, )here 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 requirem of r ien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor Agen Date Gerald B. Blouch, President J Print Owner/Agent's NNamee Pr' ontractor/Agent's Namq 03 V3 rci)G3 Signature of Notary -State o€F49" Date a of Notary -State of Florida Date r • VICTORIA L FFRISBIE ,o•"": "",rcr FLORENCE A DE GRAVE r' Notary Public, State of Ohio * MY COMMISSION t DO 164280 nl % My Comm. EWree Aug, 3, 200,7 ` 4 EXPIRES: November 12, YOGF rE a R Bonded TMu &d9et Nolan Serve. Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced IDd APPLICATION APPROVED BY: Date: r Special Conditions: r. EXHIBIT A From the Northwest corner of the South 1/2 of the Southeast 1/4 of Section 7, Township 2 South, Range 30 East, Seminole County, Florida, run South QO°14' 08" East 25 feet to the Southerly right-of-way on Silver Lake Drive for a point ofbeginning; thence continue South W14'08" East 600 feet; thence North 89°57'15" East, parallel with Silver Lake Drive right-of-way, 871.2 feet; thence North00°14'08" West 600 feet to the right-of-way of Silver Lake Drive; thence run South89°57'15" West along the southerly right-of-way line of Silver Lake Drive 871.2 feet to the point of beginning. Seminole County, Florida. Less the northerly 15 feet thereof, more particularly described as: The Northerly 15 feet of the Northerly 600 uttho Westerly 1 4 of Section 7 Townslup feet Of e Southwest 1/4 of the Southeast 1/4 of the / 20 South, Range 31 East, Seminole County, Florida. 3/28/03 SEMINOLE COUNTY GOVERNMENT - PERMIT FEES RECEIPT 13:45:48 APPL # 03-10000270 PERMIT # RECEIPT # 0086384 OWNER. JOB ADDRESS: *CITY UNASSIGNED NORTH LOT #: SCI ROAD ARTERIALS 1956.17 1956.17 .00 SCI ROAD COLLECTORS NORTH 393.20 393.20 .00 ' TOTAL FEES DUE .............: 2349.37 AMOUNT RECEIVED ............: 2349.37 DEPOSITS NON-REFUNDABLE * THERE IS A PROCESSING FEE RETAINAGE FOR ALL REFUNDS ** COLLECTED BY: BDDB03 BALANCE DUE..........: CHECK NUMBER.........: 000000226587 CASH/CHECK AMOUNTS...: 2349.37 COLLECTED FROM: INVACARE DISTRIBUTION.........: 1 - COUNTY 2 - CUSTOMER 3 - 00 - 4 FINANCE 91 GLE Associ.aTEs, Inrc. CZENUM Architects • Engineers • Environmental Consultants March 11., 2003 Mr. Bob Bott City of Sanford Building Code Compliance Office 300 N. Park Avenue Sanford, Florida 32771 RE: Additions and Renovations to Invacare 2101 E. Lake Mary Blvd. Sanford Florida GLE Project No.: 03000-04076 Dear Mr. Bott: This letter responds to your letter of February 24, 2003 regarding Building Code Plan Review for the above -referenced project. 1.0 Roof Top Equipment RTV -6 1.1 Comment Roof top equip. within 10' of roof edge required 42" guardrail RTV-6 Response A 6' long guardrail will be set on the parapet wall and will be 42" above the roof with a rj intermediate rail centered - o a 21" sphere will not t»,ass through. Guard-rail will be centered on equipment. Fabrication will be same as interior guardrails. See supplemental drawing A-101. 2.0 Interior Stairs and Guardrail 2.1 Comment Stairs not accessible to public, guardrails required to prevent passage of 2 1 " sphere. 1320 N. Semoran Boulevard • Suite 203 • Orlando, FL 32807 • 407/658-4151 • Fax: 407/658-4410 Architect AA 0002369 • Engineer EB 0005483 9 Asbestos ZA 0000034 9 Geology GB 0000297 Mr. Bob Bott GLE Project No.: 03000-04076 March 1 1, 2003; Page 2 Response Intermediate rail is shown on plans for guardrail but covered with tick mark of dimension line. Will clarify with sketch. Intermediate rail will be added to stair hand rail. All intermediate rails will be installed to prevent passage of 21" sphere. See supplemental drawing A-101. 3.0 Openings in Tilt -up Panels 3.1 Comment Submit detail of opening in existing tilt -up panels where sawcut, submit re-inforcement. Response See attached letter from our structural engineer Glenn Amore, P.E. 4.0 Smoke Detector in Supply and Return 4.1 Comment Air handler 2,000 CFM or greater smoke detector in supply & return. Response Smoke detector will be added if not shown in the supply and return of air handlers 2000 CFM or greater. 5.0 Life Safety Plan 5.1 Comment Submit life safety plan showing exits & travel distances & proximity to burn off ovens. Response Exit is within the 250' requirement of a sprinkled building. See supplemental drawings A-102 (2 pages). Full size drawing can be furnished if required. Mr. Bob Bott GLE Project No.: 03000-04076 March 11, 2003; Page 3 Please do not hesitate to contact us if you have questions concerning any of our responses to your comments. Sincerely, GLE Associates, Inc. David A. Miller Project Manager DAM/llp C: David Strong, Owner, Strong Construction Paul Visnoski, Invacare R. Quinn Turner, GLE Glenn Amore, P.E., Amore Engineering Bill Engley, P.E., KLG Project File D:\work\Arch\03000 Projects\04076 Invacare Construction Administration\response to City of Sanford review 03-10-02.doc PIPE POSTS rn I 6/-011 oe I I TYPICAL 42" HIGH GUARD RAIL STEEL PIPE NAND RAIL BOTH SIDES OF STAIR WELD TO STRINGER 4'-0' O.G. WITH PIPE POSTS PROVIDE INTERMEDIATE RAIL IN CENTER TYPICAL STAIR PAND RAIL PROVIDE 4' X 4' X 1/4' STEEL PLATE WITH 4 5/8' 0 ANCHORS TOP OF PARAPET PIPE POSTS INTERMEDIATE RAIL CENTERED ON POST V6 1 „ TOP OF ROOF ' 4211 HIGH GUARD RAIL AT PARAPET SUPPLEMENTAL DfRAWING, worm Mom pow MKID O WILMUMM awwoana AJUMMUGU40 Kim- 'A HmO v x u• 4'-0w r-> o w EXISTING E3-u < BURN OFF Do Z z OVEN AND"- x COMPRESSOR PAD 7 T Erpe 1. usnwmrAuu a NVACAW &%Rmna m GLE Awditak I= SAWM.RDWA woc e4 K e raemE es +r•ara.rarAsu.rd.o A4W K=WA met (40V "&-W ar ARM own m A-102 a. It . WAM Ilo-.* J• 0 t I y I33 I I C, Z N Q w aol ddwn I I -A fY f E • IGIRI IMRIILrR WAURE GLE AmdaU4 Inc. SMFORD, R ORlDA mao.d aE Aeeor 64 — arm" MMDO KOWA MW WU "O-M 0 - oie K w+ e vo eunE yes e air ars on o+w-4o Or A 102 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: February 24„ 2003 Business Address: 2101 E. Lake Mary Blvd. Occ. Ch. # 40Industrial Business Name: INVACARE CORP. Ph. () Fax () Contractor: G.L.E. Associates Inc. Ph. (407) 658-4151 Fax (407)658- 4410 eviewed w't o 1 Rejected 11 Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner 4L New addition to existing Industrial Occupancy 4179 sq. ft. Comment: Fire department will require the following fire code items to be addressed prior to permitting. 1. 1.- Relocation of existing fire hydrant 1. Provide Sign by fire hydrant stating "NO PARKING FIRE LANE " 2. Paint fire hydrant red 3. Provide "crash ballads" around fire hydrant for protection 4. Provide Blue Reflective fire hydrant marker on pavement in front offire hydrant 5. Paint on ground in front offire hydrant NO PARKING 1.2- Provide Floor Plan 1. Life safety diagram showing path of travel out of building around the Oven area 2. Fire sprinkler blue prints required for permitting on the 4179 sq. ft. new addition 1 Permit No. State of Florida County of Seminole NOTICE OF COMMENCEMENT fl Tax Folio No. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, 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 available) 71(r1 Fact iakP Mar„ Blvd, Sanford, Florida See Exhibit A 2. General description of improvement: Add it i on to bu i 1 d i ng a Pita i Flts= is_F- Eemedel 3. Owner information Mobilite Corporation c/o CoriEU a. Name and address Invacare Co i Qcatiop,Gas Invararme ;9%,, r6l wia,- hlo WW8, NIE nnnrciRWITWuRT b. Interest in property Owner c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor e 1 1 e 2C a. Name and address David M. Strong, Strong Constniction, 35 Pied Court . DY7 ando Florida 32828 Phone number (407) 758-2770 Fax number (4n7) '1R1-2iR4 S. Surety a. Name and address Q11A I IIII II III II11111111111 N 111 N IN 11 b III11 q IN 1 Bw b. Phone number Fax nub MOB, CLERK OF EaRML, =K1 c. Amount of bond SEMI 6. Lender CLERK' S # 2003047290 a. Name and address N/A MOB 93A Wam W12247 OY R6CDRDIMB FEES lA- b. Phone number Fax nu>_ p BY L McKinley 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: a. Name and address Bi 11 Rnhm- TnvarAra Rack _ 21 Q1 17 T nke MaZy R! i4d Se'lifQr_d, FIGElda 32773 b. Phone number (407) 328-1945 Fax number (407) 121-42RR 8. In addition to himself or herself, Owner designates Ron Thomas of Invacare Corporation, One Invacare wayto receive a copy of the Lienor's Notice as provided in Section 713. 13(1)(b), Florida Statutes. Elyria, Ohio 44035 . a. Phone number (440) 329-6113 Fax number (44 0) 365-6456 9. Expiration date of notice of commencement (the expiration date is 1 year from the d ording unless a different date is specified) • Signature of Owner Sworn to (or affirmed).and subscribed before me this day of 20 03 , by 01 14 ' P rsvit--s OR Produced Identification Ric'. of SBIE Public, Ststa of ONO My mm. Expires Aug. 3, 200" THIS INSTRUMENT PREPARED 81, NAME ' Dift) . 41, ADDR it Q•'b GT of ( jto v L Z f Z$ FILE NUM 2003047290 OR BOOK 04751 PAGE 0076 EXHIBIT A From the Northwest comer of the South 1/2 of the Southeast 1/4 of Section 7, Township 2 South, Range 30 East, Seminole County, Florida, run South 00114' 08" East 25 feet to the Southerly right-of-way on Silver Lake Drive for a point of beginning; thence continue South 00°14'08" East 600 feet; thence North 89°57'15"" East, parallel with Silver Lake .Drive right-of-way, 871.2 feet; thence North00°14'08" West 600 feet to the right-of-way of Silver Lake Drive; thence run South 89°57'15" West along the southerly right-of-way line of Silver Lake Drive 871.2 feet to the point of beginning. Seminole County, Florida. Less the northerly 15 feet thereof, more particularly described as: The Northerly 15 feet of the Northerly 600 feet of the Westerly 871.20 feet of theSouthwest1/4 of the Southeast 1/4 of the Southeast 1/4 of Section 7, Township 20 South, Range 31 East, Seminole County, Florida. NOTICE OF CON04ENCEMENT Permit No. Tax Folio No. Za-31'3oc O State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: (legal description of the property and street address if available) 2101 Fact rake Mary Blvd, Sanford. Flnrida See Exhihit A 2. General description of improvement: Addition to building and int:e-ieE ;raREehetase Eemede! 3. Owner information Mobilite Corporation c/o CERTIFIED COPY a. Name and address YANN RSE CLEITK OF CIRCUIT COURT b. Interest in property Owner c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor ff a. Name and address David M. Strong, Strong Constniction, 35 Piedrt rlari! Florida 32828 Phone number (407) 758-2770 Fax number (407) IR1- 2184 5. Surety a. Name and address Al/A I Ilil II III II1111 IU 11 III1 IN II 1111 Ifl II III N W 1 IB I t1M b. Phone number Faxnu&%%PK PQRW+ c. Amount of bond EMI 6. Lender CLERK'S # 2003047290 a. Name and address _hj/A •,ECON ++ sa f• 9QM_ _ W if Z3137 0 RBCORDIN8 ---- 3A- b. Phone number Fax ugd@9RDED BY L RKin1ay 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: a. Name and address Rill R[' hm- Tnvac-ara Peas,, 21 of r rake maryPI-r3 , SaAf-GEd, FIGElda 32773 b. Phone number (407) 328-1945 Fax number (407) 191-42RR 8. In addition to himself or herself, Owner designates Ron Thomas of Invacare Qgi:poration, One Invacare wavto receive a copy ofthe Lienor's Notice as provided in Section 713.130)(b), Florida Statutes. Elyria, Ohio 44035 a. Phone number (440) 329-6113 Fax number (44 0) 365-6456 9. Expiration date of notice of commencement (the expiration date is 1 year from the d ording unless a different date is specified) igaature of Owner Sworn to (or affirmed).and subscribed before me this day of 20 03 , by OR Produced Identification I .. _• )I r&uced - ri THIS INSTRUMENT PREPARED 01, r t'. NAME griat i f'Nvl r ublic _ po flerida ADDR mmisstiorr iFes: Public,Stale otlOhio My Comm. Expires Aug. 3, 200IQ'`( FILE NUM 2003047290 OR BOOK 04751 PAGE 0076 EXHIBIT A From the Northwest comer of the South 1/2 of the Southeast 1/4 of Section 7, Township 2 South, Range 30 East, Seminole County, Florida, run South 00014' 08" East 25 feet to the Southerly right-of-way on Silver Lake Drive for a point of - beginning; thence continue South 00°14'08" East 600 feet; thence North 89°57'15" East, parallel with -Silver Lake Drive right-of-way, 871.2 feet; thence North00014'08" West 600 feet to the right-of-way of Silver Lake Drive; thence run South 89°57'15" West along the southerly right-of-way' line of Silver Lake Drive 871.2 feet to the point of beginning. Seminole County, Florida. Less the northerly 15 feet thereof, more particularly described as: The Northerly 15 feet of the Northerly 600 feet of the Westerly 871.20 feet of theSouthwest1/4 of the Southeast 1/4 of the Southeast 1/4 of Section 7, Township 20 South, Range 31 East, Seminole County, Florida. CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES HONE # 407-302-1091 * FAX #: 407-330-5677 DATE: PERMIT #: BUSINESS NAME / PROJECT: _ \ IL C_A FCC ADDRESS: t IQ I L I c PHONE Nj,,•7 7sF-C7;CL_ FAX NO.: CONST. INSP. [ ] C / 0 INSP.:[ ] REINSPECTION [ ) PLANS REVIEW F. A. [ ] F.S. [ ] HOOD [) PAINT BOOTH [ BURN P TENT PERMIT%I ) LFAN.K PERMIT,[ 1 OTHER TOTAL FEES: S O S^ © ((PEER UNIT SEE BELOW) COMMENTS: Address / Blde. # / Unit # Square Footage Fees Der Bide. / Unit 2. 3. 4. 5. 6. 7. 8. Q 9. 10, 12, 13, 14. 15, 16. 17. 18. 19, 20, Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes an ordinances of the C' of Sanfor lorida. Sanford Fire Prevention Division Applic nt's Signaiure CITY OF SANFORD PERWr APPLICATION 22 Ptemmit No ; yU Date: Z " 5— a 3 Job Address: 1 t> 1' EA4oT L 6 kK Iftf 19L P Permit Type: ok Building Electrical A Mechanical JL Plumbing >0 Fire Alarm/Sprinkler Z q Description. of Work: Am> ra Additional Information for Electrical & Plumbing Permits Electrical: `! Addition/Alteration * Change of Service _Temporary Pole * W<New ANZI Service (# of AMPS Plumbing/Residential: Addkio. Allteraaoa New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines__V'' 2'SU t a=TU Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: % Value of Work: S...rs .r....„ Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel hjo.: See Exhibit A (Attach Proof of Ownership & Legal Description) Owner/Address/Phone, Mobi l i to C-n=rati nn ` C-/AM Tnvarare -Co Ohio 44035-- - (-440) 329=6-3. 3 - Contractor/Address/Phone: 77 State License Number: C GC Ob % 4 by fib? -7Sg- ZI7c + Sod 3$ ( Address: Bonding Company: Address: Mortgage Lender: At Address: Architect/Engineer 6P e 1 C- Phone No.: +m) bs g' Y 31 Address: Fax No.: Yo 17 (p 7? Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, Iere 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 ;prope2rtyohe requirement ien Law, FS 713. Signature of Owner/Agent . at; Signature of Contractor Ag Date e_ 3Louy4 Ae. s , hE71r Prir.. L Q'or,er/Aeent's Name Sig7e_ iire of Notary -State of R,w 4a Date t . t,, VICTORIA L. FRISBiE O Notary Public, State of Ohb My Comm. Expires Aug. 3, 200% Owner/ Agent is _ Produced ID Personally_ Kn_ own to Me or kgent' s name l II A a( s l03" tate pry-Ssri jg,,,. Date ; Aiy- -COMMISSION t rp 1642N: EXPIRES: Noved* r 12, W' amm Thm eudo "my s-01 t i Co ctor/ Agent is Personally Known to Me. or Produced ID S- O APPLICATION APPROVED BY: 671 - Date: '2> Special EXHIBIT A From the Northwest comer of the South 1/2 of the Southeast 1/4 of Section 7, Township 2 South, Range 30 East, Seminole County, Florida, run South 00014' 08" East 25 feet to the Southerly right-of-way on Silver Lake Drive for a point ofbeginning; thence continue South 00114'08" East 600 feet; thence North 89°57'15" East, parallel with Silver Lake Drive right-of-way, 871.2 feet; thence North00014'08" West 600 feet to the right-of-way of Silver Lake Drive; thence run South89°57'15" West along the southerly right-of-way line of Silver Lake Drive 871.2 feet to the point of beginning. Seminole County, Florida. Less the northerly 15 feet thereof, more particularly described as: The Northerly 15 feet of the Northerly f the 00 feet of e Southeast 1/4 of Section .7 Township feet of e Southwest 1/4 of the Southeast 1/ 20 South, Range 31 East, Seminole County, Florida. Irrl a rrrrr rr lOrwwlr rll n oi r r MNIMXEE CLERK OF CIRpIIT COURT BK 04719 PG 0529 CLERK'S # 2003031A14 RECORDED W/21/20B3 19197s14 All DEED DOC TAX & 70 RECORDIMB FEES 10.30 RECORDED BY L McKinley It WARRANTY DEED THIS INDENTURE, made this ) R day of February, 2003, A.D., between MOBILITE BUILDING CORPORATION, a corporation existing under the laws of the State of Florida, of Seminole County, whose address is One Invacare Way, Elyria, Ohio 44035, party of the first part; and INVACARE CORPORATION, a corporation existing under the laws of the State of Ohio, of Lorain County, whose address is One Invacare Way, Elyria, Ohio 44035, party of thesecondpart. WITNESSETH: That the said party of the first part, for and in consideration of the sum of Ten Dollars 10.00) and other valuable consideration, to it in hand paid by the said party of the second part, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said party ofthesecondpart, its successors and assigns forever, the following described land, situated inSeminoleCounty, Florida, to -wit: The North 625.00 feet of the west 871.20 feet of the SW '/4 of the SE %4 of Section 7, Township20South, Range 31 East, Seminole County, Florida, less the North 40.00 feet for Silver LakeDriveright-of-way. More particularly described as follows: From the Northwest corner of the South % of the Southeast ''14 of Section 7, Township 20 South, Range 31 East, Seminole County, Florida, run S.00°14'08"E. along the West line of the SE ''14, a distance of 40.00 feet to the Southerlyright-of-way of Silver Lake Drive for a point of beginning, thence continue S.00014'08"E., 585.00 feet; thence N.89°57' 15"E., parallel with the North line of said South %z of the SE '/4 andsaidSouthright-of-way line of Silver Lake Drive, 871.20 feet; thence N.00°14'08"W., 585.00feettotheSouthright-of-way of Silver Lake Drive; thence run S.89°57' 15"W., along theSoutherlyright-of-way line of Silver Lake Drive 871.20 feet to the point of beginning. TOGETHER with all the tenements, hereditaments, and appurtenances thereto appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND the party of the first part hereby covenants with said party of the second part that the party of the first part is lawfully seized of said land in fee simple; that the party of the first part has good right and lawful authority to sell and convey said land; that the party of the firstpartherebyfullywarrantsthetitletosaidlandandwilldefendthesameagainstthelawfulclaims 1 of 2- FILE NUM 2003031814 OR BOOK 04718 PAGE 0530 of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2002, zoning ordinances, if any, assessments, both general and special, not yet due and payable, and any reservations, restrictions, easements of record. IN WITNESS WHEREOF, the said party of the first part has hereunto set its hand and seal the day and year first above written. Signed, sealed and delivered In the presence of - Print Name Here'Eou n-1 NnAT jR. 7RCtLi'"E,S Ek11xj&1WL1k1(x Print Name Here STAT F OH IO ) ss: O . F'` YAHOGA ) MOBILITE BUILDING CORPORATION B C: Zera. Blouch, President Y. Ra ti••'"iki,¢,.' ng instrument was acknowledged before me this /g+ day of February, i V3; _-,4 .J,r B. Blouch, the President of Mobilite Building Corporation, a Florida s j4rpora , wht personally known to me and who did not take an oath. NOTARY PUBLIC My Commission Expires: VICTORIA L FRISBIE Notary Public. State of Ohio My Comm. Expires Aug. 3, Mrj This instrument prepared by: Eli Manos, Attorney -at -Law Mansour, Gavin, Gerlack & Manos Co., L.P.A. 55 Public Square, Suite 2150 Cleveland, Ohio 44113-1994 2 of 2- 11 uffli-IED COM MARYANNE MORSE CLERK OF CIRCUIT COUICR SEMI OLE COtUN . 7 ERK m2120a CITY OF SANFORD PLANS REVIEW COMMENT SHEET PROJECT: ADDRESS: CONTRACTOR: OWNER: DATE J - 31Y- o -s PLANS REVIEWED BY: COMMENTS: 22 QOara 4e30eC., to ©r /`ooc cid r -. a . kYy -- 6 PERSON NOTIFIEDAV d' DATE: . - c?(- 3 i PHONE: FAX: IY07 381 - e.7 39 y NO ONE NOTIFIED: DATE RESPONSE RECEIVED: Permit No.: CITY OF SANFORD PERNIIT APPLICATION Date: ._ Job Address: ? J W E714ST L 6 kF- 1 `li '3'u p, Permit Type: Building X_ Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: ;}jn'p (`T- % e-c-- +-,. P-2--, , A- NRP,;;- RX-_ y,'QP c-_. I Additional Information for Electrical & Plumbing Permits Electrical: `! Addition/Alteration V Change of Service _Temporary Pole - New AND Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: y l ° Value of Work: S .So Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/Address/Phone:N V ft (ILA Contractor/Address/Phone: (+r-..aQ ©..,, '12•J L.'T,1 State License Number: C GC 061446C) Contact Person: .. Phone &Fax Number: Title Holder ( If other than Owner): A Address: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer C Phone No.: Lic065Q - 4(S 1 Address: Fax No.: I0 7 (,p t--? — CT y O Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public rectords 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 o he requirement ien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Ag Date Print Owner/ Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: 1 & S / t A, `v e, 0- - ", Pr' t Contractor/Agent'Ss(Name eoQNotary- State Qri Date s g FLOREN l r a AV'. MY CpMMISSION o r'ri NNI EXPIRES: NovemW Bonded Th,, Budget Netnry Sernres Co ctor/ Agent is Personally Known to Me. or Produced ID = 1 1 3 ' L__ - 2:11-0 -(ill Date: 3 Special Conditions: ceminole Couilty Property Appraiser Get Information by Parcel Number Page 1 of 2 Personal Property I Please Select Account PARCEL DETAIL 1 LAKE MARY BLVD E Seminulc County AL it Y p, v afpp,,,,,, c enicts I I111 -. kir7rl Itil. anr.u-d Fl. 32771 407 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 3 Parcel Id: 07-20-31-300-023A-0000 Tax District: S1-SANFORD Depreciated Bldg Value: $3,348,852 Owner: MOBILITE BLDG CORP Exemptions: Depreciated EXFT Value: $142,858 Address: 2101 E LAKE MARY BLVD Land Value (Market): $236,967 City,State,ZipCode: SANFORD FL 32773 Ag: $0LandValue Property Address: 2101 LAKE MARY BLVD E SANFORD 32773 Just/Market Value: $3,728,677 Facility Name: Assessed Value (SOH): $3,728,677 Dor: 41-LIGHT MANUFACTURING 0ExemptValue: Taxable Value: $3,728,677 SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY WARRANTY DEED 02/1994 02735 1871 $3,800,000 Improved 2002 Tax Bill Amount: $80,037 WARRANTY DEED 12/1983 01512 1461 $168,000 Vacant 2002 Taxable Value: $3,780,753 WARRANTY DEED 07/1983 01470 1960 $168,000 Vacant Find Comparable Sales within this DOR Code LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value SEC 07 TWP 20S RGE 31 E W 871.2 FT OF N 625 SQUARE FEET 0 0 473,933 .50 $236,967 FT OF SW 1/4 OF SE 1/4 (LESS RDS) BUILDING INFORMATION Bid Year Gross Bid Class Fixtures Stories Est. Cost Ext Wail Bid Value NewNumBitSF 1 MASONRY 1984 11 11,312 1 CONCRETE BLOCK -STUCCO - $340,311 $439,111 PILAS MASONRY 2 MASONRY 1984 16 56,560 1 CONCRETE TILT UP - MASONRY $1,650,716 $2,129,956 PILAS Subsection / Sgft UTILITY UNFINISHED / 299 3 MASONRY 1989 6 44,800 1 CONCRETE TILT UP - MASONRY $1,357,825 $1,645,849 PILAS Subsection / Sgft CANOPY / 1052 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New DRIVE 4 IN CONIC 1984 44,974 47,223 $89,948 ASPHALT DRIVE 2 INCH 1984 30,720 18,432 $46,080 WALKS CONIC COMM 1984 2,950 3,098 $5,900 POLE LIGHT CONCRETE 1984 4 560 $560 LOAD RAMP 1984 525 414 $788 http://www. scpafl. org/pls/web/re_web. seminole_county_title?parcel=0720313 00023AO0006... 2/5/2003 Ceminole County Property Appraiser Get Information by Parcel Number Page 2 of 2 DRIVE 4 IN CONC 1989 34,160 $44,408 $68,320 ASPHALT DRIVE 2 INCH 1995 28,160 $28,723 $42,240 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole_County_title?parcel=072031300023A00006... 2/5/2003 Division of Corporations Page 1 of 2 Florida Profit MOBILITE BUILDING CORPORATION PRINCIPAL ADDRESS 2101 E LAKE MARY BLVD SANFORD FL 32773 US Changed 05/01/1996 MAILING ADDRESS ONE INVACARE WAY ELYRIA OH 44035 US Changed 04/24/1998 Document Number FEI Number Date Filed P94000012592 582144336 02/15/1994 State Status Effective Date FL ACTIVE NONE Reeistered Aizent Name & Address CT CORPORATION SYSTEM C/O CT CORPORATION SYSTEM 1200 SOUTH PINE ISLAND RD. PLANTATION FL 33324 Name Changed: 05/23/2000 Address Changed: 05/23/2000 Officer/Director Detail Name & Address Title BLOUCH, GERALD B ONE INVACARE WAY P ELYRIA OH 44036 MIXON, A.M. III ONE INVACARE WAY D ELYRIA OH 44035 MIKLICH, THOMAS R http://www.sunbiz.org/scripts/cordet.exe?al =DETFIL&nl=P94000012592&n2=NAMFWD,... 2/5/2003 Division of Corporations Page 2 of 2 I ONE INVACARE WAY II ST IIELYRIAOH44036 Annual Reports Report Year Filed Date IF Intangible Tax 2000 05/30/2000 2001 04/27/2001 2002 05/06/2002El Previous Filing Return to List Next Filing No Events No Name History Information Document Images Listed below are the images available for this filing. 05/06/2002 -- COR - ANN REP/UNIFORM BUS REP 04/27/2001 -- ANN REP/UNIFORM BUS REP 05/30/2000 -- ANN REP/UNIFORM BUS REP 05/23/2000 -- Reg. Agent Change 05/10/1999 -- ANNUAL REPORT 04/24/1998 -- ANNUAL REPORT 05/15/1997 -- ANNUAL REPORT 05/01/1996 -- 1996 ANNUAL REPORT THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corporations In Corporations Help http://www.sunbiz.org/scripts/cordet.exe?al =DETFIL&nl=P94000012592&n2=NAMFWD,... 2/5/2003 DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name • .1 eVV/q Cold'- i rV it LAd,V ZG 944,`-f(l. 4 Date: 2/& /a3 Owner/Contact Person: Phone: Address: /O /7'`— % R i LV6. 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 (3/411, 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (cdmArcial, industrial, etc%)'Y Total Number of Bui'idings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2", etc.) REMARKS: CONNECTION FEE CALCULATION: REVISED L 00y0^7 NU 4 i 7e0,v/) L PL vl74r'G C S6WAIZ 1,/W C7 Ic cs Name - Signature ee? / L7. Date. 2/! 0%3 I e 1) Water System impact Fees Equivalent Residential Connection (ERC) - 300 rallons Per Day (GPD) Residential - S650/Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. 487.50/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption, estimation that such family units on average require 75t - 225 GPD of the water and sewer service of an average single family unit.) Commercial - 650/ERU - Fixture unit schedule from Southern Plumbing Code will be used. 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 by increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five 25) fixture units will be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit Single family structure, or multi -family unit containing three (3) bedrooms or more. 1275/Unit Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption/estimation that such family units on average require 751 of water and sewer service of an average single family unit.) Commercial - Industrial - Institutional 1700/ERU Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU.) 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, commercial' 3 2 Automatic clothes washers, residential 2 2 Bathroom group consisting Of water closet, lavatory, bidet and 6 bathtub or shower Balhtubb (with or without overhead shower or whirlpool 2 I t/2attachments) Bidet 2 11/4 Combination sink and tray 2 11/2 Dental lavatory 1 11/4 Dental unit or cuspidor 1 11/4 Dishwashing machine.c domestic 2 11/2 Drinking fountain 1/2 11/4 Emergency floor drain 0 2 Floor drains 2 2 Kitchen sink, domestic 2 11/2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 11/2 Laundry tray (1 or 2 compartments) 2 11/2 Lavatory 1 11/4 Shower compartment, domestic 2 2 Sink 2 1 /2 Urinal 4 Footnote d Urinal, 1 gallon per flush or less 2c Footnote d Wash sink (circular or multiple) each set of faucets 2 11/2 Water closet, flushometer tank, public or private 4e Footnote d Water closet, private installation 4 Footnote d Water closet, public installation 6 Footnote d For traps larger than 3 inches, use Table 709.2. b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. c 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. c 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 SIZE Inches) DRAINAGE FIXTURE UNIT VALUE 11/4 I 1112 2 2 3 21/2 4 3 5 4 6 For SI: I inch = L3.4 min. 1 t Standard Plumbing Code®1997 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES HONE # 407-302-1091 * FAX #: 407-330-5677 DATE: I PERMIT #: (7) I ) BUSINESS NAME / PROJECT: A PHONE NO. 1 r CONST. INSP. [ J C / 0 INSP.:[ ] REINSPECTION [ J PLANS REVIEW F. A. [ ] F.S. [ J HOOD [ ] PAINT BOOTH [ J BURN PERMIT [ ` TENT PERMITS ] TANK PERMIT [ ] OTHER (, e,J Girl i'"C,. c•J TOTAL FEES: $ "' 3 (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10, 11. 12: 13. 14. 15, 16. 17. 18. 19, 20. Square Footage Fees per Bldg. / Unit ro s. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above i d correct and that I will comply with all appli able codes and ordinances of the City of Sanford, Flor a Sanford Fire Preven on Division Applicant`s CITY OF SANFORD, FLORIDA 8 /D 6_, •-44- / PERMIT NO-0 3 " 14 G 9 (fir—j-PIATE !!Z O 3 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK. OWNER'S NAME -r— h1 I/ca C A r e J 4 G; I i i- ADDRESS OF JOB 2iM IZ• 1—l4 k @ • PLUMBING CONTR. 110 2 S)Afts. — Comm. Subject to rules and regulations of Sanford plumbing code. Residential: I Number Amount Alteration, Addition, Repair I I New Residential: One Water Closet I Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewerr — Water Piping_ Gas i in Factory -built housing Mobile Home Application Fee Minimum Commercial Permit: $25. oo Totel Masteumbe v CF= r lc, s nIq '179 MIETENCY CARD NO 549 N. Goldenrod Road # 14 Orlando, FI 32807 Ph. (407) 281-6652 Fax (407) 382-3786 ALPINE SOUTH PLUMBING CORPORATION License # CF-0056917 Jl POWER OF ATTORNEY 11 April 14, 2003 TO: CITY OF SANFORD PERMITTING DEPARTMENT RE: INVACARE FACILITY 2701 E. LAKE MARY BLVD. SANFORD, FL. BLDG PERMIT # 03-1409 To Whom It May Concern: JOSEPH-J: DIPAOL• O, 111, HAS MY -PERMISSION TO ACT IN -MY BEHALF IN ALL REGARDS IN APPLYING FOR AND OBTAINING MY PLUMBING PERMIT FOR THE ABOVE REFERENCED JOB. IF ANY QUESTIONS, PLEASE FEEL FREE TO CALL ME AT MY OFFICE #407-281- 6652 OR ON MY CELL PHONE #407-402-9030. MY PLUMBING LICENCE IS CF-0057479. C-i u 4 A_ M. *OYc AC. L P*k V" or ahrnp o/ Nc*7 Pubb 1 Pefteaally kno,en OR Produce 1. D. and num or of I. D. produced: State of. F OEM HANK YOU County of: Orange Linda M. Morency Linda M M OMY My Commission DD071090 a Fires November 8.200510 Integrity is Job One! . , .... . J. DIPAOLO, JR Apr 14 03 08:49a David M. Strong (407) 282-9894 p.1 cv- 6 j. 35 PIED COURT ORLANDO, FL 32828 TEL/FAX: 407-381-2384 EMAIL: dmstrongfl@aol.com Bob Bott City of Sanford Engineering & Planning Department 300 N. Park Ave. PO Box 1788 Sanford, FL 32772 r J April 14, 2003 Re: Invacare Corporation Permit # 03-1409 (remodel) I Dear Mr. Bott: As requested, I am writing in follow-up to our recent site visit regarding the above referenced project. I would like to clarify that the proposed 3" sanitary line noted on P2.2 of the plumbing drawings is for future use. We will cap off 25'-0" +/- outside the building addition. When the Owner decides to activate this line a separate plumbing permit shall be obtained. Please pass this information on to the inspector (Bill Oden) in this area. Thank you, Strong Construction CC: Paul Visnoski Majid Kalaghchi, P.E. (SKC) David Miller (GLE) Alan Hand (SC) Joe w/ Alpine Plumbing Permit # Brandon Pest Control Services of Orlando, Inc. 995 N. Goldenrod Road Orlando, Florida 32807 Phone: 40 7-273-8802 Licensee: Rodney D. Redmond State License number: 390 1 Notice of Preventative Treatments for Termites as required by Florida Building Code (FBC) lo4.a.6) 1ro V/4 C14g — Address of Treatment or Lot/block of Treatment Z / / - ~ . A m .6i. 0• Date lime Applicator 2>8, a, j — - c • C14 OC 101 7Y1 ic,c! Product used Cbe;OW used Number of gallons applied (active ingredient) o.5'a ab Concentration 4yoy If Area TreatedTreated (sq feet) TJ SIC /ZON / Uncer feet treated Retreat of disturbed area) As per io4.a.6 - V soil cbemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line: 0 REVISIONS PERMIT # a --3 I ADDRESS CONTRACTOR DATE 5- 5 - D -S S Wes, PH # 75`` 7 c FAX # 407) 2c82-=ll lliq DESCPRITION OF REVISION: A N) (6 ,:c3L,-•YE F v2v-- UTILITIES FIRE e 00/09/03 14: s8 FAX ( A elm to 001 1'1'Y OF SANFORD PJEKN T A1'1'L1CATJON ` " • "t r Permit No.: 0 - M,9 Dase: v Job Address: 2 I G I c Permit Type: Ituilding _ _ Electrical Mechanical Plumbing Fire Alarm/Sprinkler Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration , _ Change of Service Temporary Pole __Yaw AMP Service (0 of AMPS ) Plumbing/Rasidential: Addition'Alteration New Construction (One Closet Plus Additional) PlumbiaWCommareial: Number of Fl-eau es Number of Watqr & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _RasldantW _c=otnmercial v Industrial Total Sq Ftg: _ Value of Work: S `'2,11e?lh Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: 2 - Z.p - :31- Qp - P7 Z_"Z' it - C;wnn (Attach Proof of Ownership & Legal Description) U C 4s..c) . . r `) ->; - Contractor/Addrass/Phone:_ /VC_-k on600 1 t r..- z lGnv ram, - r 0- State License Number: care_ t a-O 4 Contact Person: i jE, P Phone do Fax Number: :ti `q 0 ro Title Holder (If other then Owner): Address: Bonding Company: Address - Mortgage Leode=-- Address: Arcbitect/ Engincer, Address: Phone No.: Fax No.: Application is hereby made to obtain a yerntit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a per-rnit •and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction_ I understand that a s•sparate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AM CONDITIONERS, etc- OWNER' S AF]?)DAVIT: I etify that a ll of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating consvuctiun and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR \ NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirement:• of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this count), and there may be additional permits required from other governmental entities such as water mvaagement districts, state agenciress, or frdvaJ agencies. Acceptance of permit is verification that t will notify the owner a v. r n n1J 1Y r'rF1rVU COMMISSION # DD155995 EXPIRES 1002M T1iRV t.BBO•NOTARYI 57 o Owner/Agent Is Persnally Known • o Me or Produced ID APPLICATION APPROVED BY: Special Conditions: of the property of the r ern of Fl w, FS 713. PjdlS' ftra / m Data ontraetor/ Agmt•s Name 65 / U / Signature of Notary -State of.Ei%rida Date Z MY COMMISSION M CC 918317 EXPIRES: March 14,2004 Bondgd Thru Notary Pubic Urdorwdtern C to Me or Date: oK JM6&f(7fi, Vc- (614't,\ x -aycko f Pfoeb 7 W inc. www. nationsfence .corn Atlanta -North, GA Adenta-South, GA Charlotte, NC Jacksonville, FL Menasses, VA Melbourne, FL Orlando, FL Philadelphia, PA Savannah, GA. Tampa / ST. Pete., FL West Palm Beach, FL POWER OF ATTORNEY Date:-(-") ^ j 3_03 Phone (770) 965-5424 Fax (770) 985-8418 Phone (770) 603-9745 Fax (770) 603-9675 Phone (704) 523-4936 Fax (704) 523-4953 Phone (904) 262A 760 Fox (904) 262-1382 Phone (703) 335-2800 Fax (703) 335-5297 Phone (321) 255-1020 Fox (321) 255-1036 Phone (407) 291-1101 Fox (407) 292-9092 Phone (610) 458-5200 Fax (610) 458-3311 Phone (912) 369-4834 Fox (912) 369-3215 Phone (727) 536-1905 Fox (727) 536-0186 Phone (561) 965-9666 Fax (561) 965-9871 I hereby name and appoint c c.o_-:qg n of K-CGL__'I to be my lawful attorney in fact to act for me and apply to the C : A I Building Department for a permit for work to be performed at a location described as: Section Township Range Lot Block Subdivison 3 j j tr) C O Address of Job ) m. v ( Owner of Property and Address ) and to sign my name and do all things necessary to this appointment. Type or Print Ceritifed Contractor and of Certified Contractor CQSOrl ©CC. C ictor's License Number The foregoing instrument was acknowledged before me this i day of 2003 By Cpsayl — Who is pers ally i iown to e/ who produced As identification and who did not take oath. State of Florida CounWlic, 6utn da Dawn K t aBontg Seal kph' Commission CC881863 0* EVres August 9, 2M Residential • Commercial Chain Link • Wood • PVC • Ornamental Apr 25 03 12:39p David M. Strong k14U /' C:Ue-7jou" V. -r Permit No. State of Florida County of Seminole NOTICE OF COMMENCEMENT Tax Folio No. ? Za'31'3oc - cZ3 f}-otx The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the followin information is provided in this Notice of Commencement. Description of property: (legal description of the property and street address if available) 2101 Fast rake Mary Blvd, Sanford, Florida See EKhibit A 2. General description of improvement: . A j,-lition to building RRGI inteF}Q_ ix-arehouse r_effed=_4 3. Owner information Mobilite Corporation c/o a. Name and address ( T nr i n.,e lt;WaGar-e Way, Oh -Jo 4404c - -• b. Interest in property Owner c. Name and address of fee simple titleholder (if other *.an Owner) N/A 4. Contractor a. Name and address David M. Strong, Strong Construction, 35 Pied Court, Orlando. Florida 32828 Phone number (407) 758-277 0 Fax number (407) IRI -2184 5. Surety a. Name and address NIA 1111111111 II III I IN II Wl111{ Il Bl l 111 II I!I II NI II IN I IIN b. Phone number Fax nub MORSE, - c. Amount of bond SEMI 6. Lender CLERK'S # 2003047290 a. Name and address _j[,z REWRBEB @3119Q$0=-B'ic33c37 PM RECORDIAI6 FEES IA.' b. Phone number Fax nugq _ p BY L McKinI#y 7. Persons within the State of Florida desi.piated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address Fii i 1 Rohm. 7nvacarA Pwac _ 71 m F rak= 1+az:y81vd Sanford, Fl ri d 32773 b. Phone number (407) 328-1945 Fax number (407) 39 1-4 2RR 8. In addition to himself or herself; Owner designates Ron Thomas of Invacare Corporation, One Invacare Wavto receive a copy of the Lienor'sNotice as provided;-- Sectien_ 713.13(1)(b), Florida Statutes. Elyr:ia, Ohio 44035 a. Phone number (440) 329-6113 Fax number (44 0) 365-6456 9. Expiration date of notice of commencement (the expiration date is 1 year from the da ording unless a different date is specified) ^ Z. rgnature of Owner Sworn to (or affirmed) and subscribed before me this / 73" day of 20 by L-..t2. -F3• /SL t i-( pis. Pe(1f *owii•• ice ; OR Produced IderrtificaRion Ty e~of I ' PrMuced M. THIS INSTRUMENT PREPARED 61, 4 ti A ` . _.. _ c NAME Signap Notaq!Pu61ic a flerida /1DDR Commissiori3Expires: O IOISBIE Notary Pubue, State cK Ohb MY Comm. Expires Aug. 3, 201* 7 Rpr 25 03 12:39p Dav4.4 M. Strong [4C 282-9894 p.5 FILE NUM 2003047290 OR BOOK 04751 PAGE 0076 EXHIBIT A From the Northwest corner of the South 1/2 of the Southeast 1/4 of Section 7, Township 2 South, R.-mge 30 East, Seminole County, Florida, run South 00°14' 08" East 25 feet to the Southerly right-of-way on Silver Lake Drive for a point of beginning; thence continue South 00°14'08" East 600 feet; thence North 89°57' 15" East, parallel with Silver Lake Drive right-of-way, 8712 feet; thence North 00°14'08" West 600 feet to the right-of-way of Silver Lake Drive; thence run South 89°57'15" West along the southerly right-of-way line of Silver Lake Drive 871.2 feet to the point of beginning. Seminole County, Florida. Less the northerly 15 feet thereof, more particularly described as: The Northerly 15 feet of the Northerly 600 feet of the Westerly 871.20 feet of the Southwest 1/4 of the Southeast 1/4 of the Southeast 1/4 of Section 7, Township 20 South, Range 31 East, Seminole County, Florida. NAKYWE BEMIMOLE OUCLERK OF CIRCUIT COURT BK 04718 PS 0529 CLERK' S 0 2003031814 RECORDED 02/2112M 19t07t14 All DEED DOC TAX 0.70 RECORDIIB FEW 10.30 RECORDED BY L McKinley WARRANTY DEED THIS INDENTURE, made this rday of February, 2003, A.D., between MOBILITE BUILDING CORPORATION, a corporation existing under the laws of the State of Florida, of Seminole County, whose address is One Invacare Way, Elyria, Ohio 44035, party of the first part; and INVACARE CORPORATION, a corporation existing under the laws of the State of Ohio, of Lorain County, whose address is One Invacare Way, Elyria, Ohio 44035, party of the second part. WITNESSETH: That the said party of the first part, for and in consideration of the sum of Ten Dollars 10. 00) and other valuable consideration, to it in hand paid by the said party of the second part, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said party of the second part, its successors and assigns forever, the following described land, situated in Seminole County, Florida, to -wit: The North 625.00 feet of the west 871.20 feet of the SW '/< of the SE % of Section 7, Township 20 South, Range 31 East, Seminole County, Florida, less the North 40.00 feet for Silver Lake Drive right-of-way. More particularly described as follows: From the Northwest corner of the South % of the Southeast %, of Section 7, Township 20 South, Range 31 East, Seminole County, Florida, run S. 00° 14'08"E. along the West " line of the SE %, a distance of 40.00 feet to the Southerly right- of-way of Silver Lake Drive for a point of beginning, thence continue S.00° 14'08"E., 585. 00 feet; thence N.89°57' 15"E., parallel with the North line of said South % of the SE '/, and said South right-of-way line of Silver Lake Drive, 871.20 feet; thence N.00°14'08"W., 585.00 feet to the South right-of-way of Silver Lake Drive; thence run S.89°57' 15"W., along the Southerly right-of-way line of Silver Lake Drive 871.20 feet to the point of beginning. TOGETHER with all the tenements, hereditaments, and appurtenances thereto appertaining. ' TO HAVE AND TO HOLD, the same in fee simple forever. AND the party of the first part hereby covenants with said party of the second part that the party of the first part is lawfully seized of said land in fee simple; that the party of the first part has good right and lawful authority to sell and convey said land; that the party of the first part hereby fully warrants the title to said land and will defend the same against the lawful claims 1 of2- FILE NUM 2003031814 OR BOOK 04718 PAGE 0530 of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2002, zoning ordinances, if any, assessments, both general and special, not yet due and payable, and any reservations, restrictions, easements of record. IN WITNESS WHEREOF, the said party of the first part has hereunto set its hand and seal the day and year first above written. Signed, sealed and delivered In the presence of: Print Name Here" Print Name Here iSTATYF OHIO ) ss: O&*J&F' ,YAHOGA ) MOBILITE BUILDING CORPORATION B era . Blouch, President yo. 'I• 'ng instrument was acknowledged before me this day of February, g jr B. Blouch, the President of Mobilite Building Corporation, a Florida o`ra w § is personally known to me and who did not take an oath; i y_ie Cam. ,'.-•.t,,o s••••..•• ;' •• NOTARY PUBLIC j My Commission Expires: VICTORIA L FAISBIE Notary Public, State of Ohlo my comm. Expires Aug. 3, 2041 This instrument prepared by: Eli Manos, Attorney -at -Law Mansour, Gavin, Gerlack & Manos Co., L.P.A. 55 Public Square, Suite 2150 Cleveland, Ohio 44113-1994 CERTIFIED COM MARYANNE MORSE CLERK OF CIRCUIT COM, SEMI OLE COIUM FL ERK FEB 2 I ZQQ 2 of 2- LJ rip O 0 10 24' ° D-- 24' 12N 60' 10' 50' -- N N glop 10' 0 5 WITH FIANUItAIL NEW ASPHALT PAVMENT i SEE DETAIL 3/C401 3 NEW CONC. CURB N n SEE DETAIL 4/C401 -' I NEW 6'•-0" HIGH VINYL COATED I o e. NEW CONC. PAVMENT CHAINLINE FENCE SEE. DETAILX/C401 SEE DETAIL 2/C401 g NT NF.W 12'-0" WIDE DOUBLE C, 6g LEAF SWING GATE ° 2- 4 -NEW CONC. CURB I N SEE DETAIL 4/C401 EW TRAIL R PARKING.. A 1 EXIST. TREE LINE NF. W CONC. PAVmENI a SFE DETAII 2/C401 W N O - -- p to 24' 12 60 10, 50 5 ' --- 90, 110, c ct S WITH HANDRAILNEW ASPHALT PAVMENT I SEE DETAIL 3/C401 ° X Q0NEWCONC. CURB N SEE DETAIL 4/C401 —' w NEW 6'•-0" HIGH VINYL COATED I. NEW CONC. PAVMENT CHAINLINE FENCE , SEE DETAII. X/C401 o, , ` "' o SEE DETAIL 2/C401 g NT NEW 12'-0" WIDE DOUBLE" 77LEAF SWING GATE 4 CD NEW CONC. CURB N r SEE DETAII. 4/C401 I 00 EW TRAIL R PARKING.x EXIST. TREE LINE I NF.W CONC. PAVIAf..N1 SFE DETAII 7/C401 tP' CITY OF SANFORD PERMIT APPLICATION Permit # :1j_ Lk Job Address: Iva - Date: f. — 3 - 0 3 Description of Work: Z'v-dlie,ll (1S 1Uh fODf anal Wat.CI_1, 111_ tref W6 001% Cnd. IrayW6 1 tS Historic District: Zoning: Value of Work: S 10,070.00 Permit Type: Building Electrical Mechanical X_ Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential k Replacement New ff— (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures _ Plumbing/ New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: of D*elling Units: Flood Zone: (FEMA form required for other than X) X rcel #: ( Attach Proof of Ownership & Legal Description) wners Name & Address: Phone: Contractor Name & Address: S t%&tj ireCh0y%C0 SC-'_{uil! f int. b U State License Number: Phone & Fax: tA07 - O S -7E&G Contact Person: rAGf y-1 IR)Ml%f It Phone: Bonding Company: a Address: Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requi e ts Flo da Li Law, FS 713. 3 03 Signature of Owner/Agent Date Si nature of Con ctor/Agent ate 1 c- u +- W3 03 Print Owner/Agent's Name Pint Contractor/Agent's N e L I Signature of Notary -State of Florida Date tgnature of Notary -State of Flori D3 Owner/ Agent is _ Personally Known to Me or Produced ID DUCII APPLICATION APPROVED BY: Bldg:/3J oning: Initia ate) Special Conditions: Contractor/ Agent is P onally Known to Me or e_ Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) HAW MECHANICAL SEfll//CES, LLC May 29, 2003 City of Sanford Building Department 300 N. Park Avenue Sanford, Fl 32771 Sub: State Certified Mechanical Contractor License Number CMC 1249297 To Whom It May Concern: We are writing to authorize Todd Paquet to sign for and pick mechanical permits for Shaw Mechanical Services, LLC at the Seminole County Building Department. This authorization to sign for me is effective through December 31, 2003. Please call me if you have any questions or there is any way we can be of help. Sinceerre ly, , 1dkl ' 4 Mark Woehrle Shaw Mechanical Services, LLC State of Florida Orange County The foregoing instrument was acknowledged before me this 291h day of May, 2003 by Mark Woehrle, who is personally known to me or who has produced his/her as identification and who did/did not take an oath. My Commission expires: Type or Print Name A. Gar SSION c A •• /may Notary public, State of Florida Commission # A LS 2 ••_ tDD154468 : c 2404 N. Rio Grande Ave. 9 Orlando, FL 32804 9 Phone: 407-835-7880 9 Fax: 407-835-3399 11— 1 i 1., i ©3 v r CITY OF SANFORD PERMIT APPLICATION Permit #: r Date: s 0 Job Address: 2? 0( . L"4((c I k-4-rcyOS(-VD. Description of Work: 00 t[ -Yy t (Ar &y.,{W Historic District: Zoning' Value of Work: $ `<<f ? $, Q' Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm t, Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel N: (Attach Proof of Ownership & Legal Description) Owners Name& Address:/yt Phone: Contractor Name&Address: /glfNW!( ale '707 (3 0o G.'w ,• O Clr4tyOU 1=C 4n? c tale License Number: dF 12L ~0 370 Phone & Fa:: r(O O Q —GI O Contact Person: ;: Phone: _SA'*%t! Bonding Company: F eVV_9d%-% Address: Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fa:: 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate FermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 thiscounty, 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 rcquiremen of Florida Li Law, FS 713. Signature of Owner/Agent Date 'A OS Signature of Contractor gent Date rt-. DWA-P-D cSl.oi 1. EA4 PrintOwner/Agent's Name Print Contractor/ gent's Name Signature of Notary -State of Florida 03 DateiglureofybS$YGblf Date tta - My Com mission DDISH81 p October 07 2006 Owncr/ Agent is _ Personally Known to Me or Contractor/Agent islxres ` PersonallyKnown to Me or ProducedI _ Produced ID APPLICATION APPROVED BY: Bldg: / — ` ning: Utilities: FD: Initial & •(Ini0a1 & Datc) - ' (Initial & Daic) •• 1 on SpecIIC /ditior D. 10 M -.i'+ Y;•W i'• .i +.`.^ a. ... ..i...,p"::`5.1,,,;:ti'- _. •rn•'.AT.!-t'7 i - • ,'.rf.R • '..JhA'•+j.t moo..., . r G CITY OF SANFORD FIRE DEPARTMENT r FEES FOR SERVICES HONE # 407-302-1091 * FAX #: 407-330-5677 DATE: O3 PERMIT #: O- a 3 7 BUSINESS NAME / PROJECT: c - A 2 _ ADDRESS: OQ PHONE N0 _) _j O W FAX NO.: / O CONST. INSP. [ J C / O INSP.:[ J REINSPECTION [ ] PLANS REVIEW 17`1 F. A. F.S.. [ ] HOOD [ ] PAINT BOOTH BURN P MIT [ 1 TENT PERMIT TANK PERMIT [ ] OTHER [? - 1rr12y_ ('PA CIO( PERUNIT W 0AasTOTALFEES. $ (PE U T SEE BE ) 1111 V U•e COMMENTS: HA%%.o S'v. ..r, TT"p._t Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 1. 4. ` 1 • or /s l i 5. 6. 7. 8. 9. 10. ll.. • 12. 13. 14. 15. 16. 17. 18. 19. f 20. Fees must be paid to Sanf&d Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof -of Payment must be made to Fire Prevention division before any further services candlake place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances f of the City of Sanford, Florida. J +.. K ivision licant's Signature f Panel ID: Location: 5495(1) I Model: Volts: Silent Knight 5495 Power Expander 24 VDC Max Circuit Current: Max Panel Current: 3 Amps 6 Amps.. Ckt.# Circuit Name Current Draw StandbyAlarm Wire AWG Ohms Per T 1000 Ft, Length(ft) Actual One -Way Ohms Voles @ EOL Drop 1 5495(1) Circuit 1 0.000 0.495 14 Solid 3.19 300 1.91 23.05 3.95% 2 5495(1) Circuit 2 0.000 0.000 14 Solid 3.19 0.00 24.00 0.00°% 3 5495(1) Circuit 3 0.000 0.000 14 Solid 3.19 0.00 24.00 0.00°% 4 5495(1) Circuit 4 0.000 0.000 1#14 Solid 3.19 0.00 24.00 0.00% Aux 5495(l) Aux Power Out 0.000 0.000 1#12 Solid 2.01 0.00 24.00 0.00°% 5495 5495 Power Expander 0.075 0.175 0.495 Amps) Total Output Power Required Total Standby Current (Amps) 0.075 0.670 Total Alarm Current (Amps) Alarm Time In Minutes 160 (5 Mins Total Alarm AH Required Wire resistance is taken from Chapter 9 Table 8 of the National Electric Code (NFPA70). Resistance shown is calculated at 75 degrees Centigrade (167 degrees Farenheit) Standby Time In Hours 24 0.083 Total Standby AH Required 1.800 0.056 Total Combined AH Required 1.86 Multiply By The Derating Factor 1.20 Minimum Battery Am Hours Required 2.23 Panel ID: Location: 5495(2) 1 Model: Volts: Silent Knight 5495 Power Expander 24 VDC Max Circuit Current: Max Panel Current: 3 Amps 6 Amps Ckt.# Circuit Name Current Draw Standby Alarm Wire AWG Ohms Per Type 1000 Ft, Len h ft ActualgtO One -Way Ohms Vohs C 3 EOL Drop 1 5495(2) Circuit 1 0.000 0.000 12 Solid 2.01 0.00 24.00 0.00°% 2 5495(2) Circuit 2 0.000 0.000 12 Solid 2.01 0.00 24.00 0.00°% 3 5495(2) Circuit 3 0.000 0.000 14 Solid 2.01 0.00 24.00 0.00°% 4 5495(2) Circuit 4 0.000 0.000 14 Solid 2.01 0.00 24.00 0.00°% Aux 5495(2) Aux Power Out 0.000 0.000 12 Solid 2.01 1 1 0.00 1 24.00 0.00°% 5495 5495 Power Expander 0.075 0.175 0.000 Amps) Total Output Power Required Total Standby Current (Amps) 0.075 0.175 Total Alarm Current (Amps) Alarm Time In Minutes / 60 (5 Mins) Total Alarm AH Required Wire resistance is taken from Chapter 9 Table S of the National Electric Code (NFPA70). Resistance shown is calculated at 75 degrees Centigrade (167 degrees Farenheit) Standby Time In Hours 24 1 0.083 Total Standby AH Required 1.800 1 0.015 Total Combined AH Required 1.81 Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.18 Firepower 5495 DistributedPower Module ri emergency,, need maximum power. sfer 5495 Distributed Pawer Module bySiient Knight is the rnost- Id ::(7St-SUfffaC •Ne PULE. Si Ep'v aSC:: CITable Eoday, It r:.,IE'vers, ii ampY aNviarme dref•E?t power and i)E1iE An sync€`•' nizatit:: ` for )a3)f)iiances fro System. c i"!SG ,r eE'.tw'', Whaei ck and Faraday — vv•.^•at you •'3eed to drive P.•r-ts: Be ADA riozik adon a€ pliancos. The 5 95'S advanced n'IirF'G+JE'r^vS5JE' design is `yC.''ars a€lead of t"te Cf`r —petition. Its 4,'ttit^h We power sJf,'oy design ES up h) 501% snore efficient than nornpetit•: t? its:ear rlft;di^ povvi: r at3)€ji:es. And, ADA retrofits are easier and. lass expensive vv€th the 542-5 bemuse it integrates into current systems without t?;o costly inve stTient in nev., Gorr-pononts. t':e nic-st sophis.icafed and ccist-effective notificatiori pcvber supply availinle. you 9ieed Firepower 5495. :all hest Knight today rr.r mcre irforrnak-,n at 1-800-48-6444. Fhepower =5 lndtzperxient ; .. Et)Ir:. r ia'y r-:• SIsEor:i Sinc,. the 5496, 131si uteri Powi er €`ali dWe ' AC kas dway C "O i Ei?`.u€> .:it p? )we; ; ralMS leery lithe tower iro?yl the control, te fifepo n i 54-95 ?s a 6 amp nc:Er::;.,tiun ;^*,mer ^xp3 der Oat provide;,i its il'dCn AC pJa-iif CCl3`••eiection, charging circuit. and backup Mary R r use W Se end saw dy wntrcEs s- i& as t„r Sifcri, Knight C;wnrrlatfi?catcr. `f3^_. S495 :s the cost- fi11`e—livC° ::?EJ£:i;:,1 f•x 1)r'J ef. i`g li dfication appliances r£ .EE:r•d by the i,r lat is:a;ri:: 't+itrE E a.-.;:Eitas ,;:Y ;AC -A). tIE::E rft; :ri'.tC?E C:fin oi>:;i'ade 47iCiE Y zonew PWNS nal lack cNe e Fewures W. l..lslad fry 6 'ttft:ps Cti rKltiaii:ason lilvPr i).'tC':E3I:lfily':a ai•YalnC:ild iil+dit:::€3 rn-ode desig. r. reduces da'tagir tnd up to 7 :. ture ef:::.;iemly ban vler sy,i:'e:yis 01 EivditCOS Now ky easy 24 : DC f:i-.erq:d oi.-,p ut 'rotor.le Nor pEry ef•z:rflitefl r..)tificistM JlfEr :..ES;2 ..:less .. o, 4.,:less 3. or a AdJ3t:onal cof:efnuxas <::;u:::? 2. in;;: 's: 2 "lass C1B 2 glass A n rt-as _c it I& osi i.Ne to connec-1 nn•e Firepowert.. n.• ,..sz;;rifal :Sigh .frrent i' a<)cessorie<: Hke Er1Ei; n c scar .:•'t9 5 tC, ea-:h riot:ficat*n ciE-cz 4 on tE:e hiders v y conti'ol pa ne.1 and 93n? Kti'Qiiitl frill a a.:a ir: Esjrt::ftrEt3:zat:vE3 for aryEiaf}rn5=fn:13 'qS€c?1i andg!:r (5 r7 •::;-;. v'i•;^? it Far£id<iy St3::d aion.: operatics. t.i . ?I:: •mot ::C:'t; adiki to ir:staEEation and+ied-uses shippi;•g iii 01)eraseS W;th most Olarized, UL t.PPif W £i:?CEtEi:;%:EEir: C GF RF i3}' Iwave 6NS, Cadence i 3tterr, outpi;; Connection to Local F€rEi Contro€ F r orwer 5415 nmy be C.'m;ri cWd io a ioc,ii fl'ri? i-.ontrol %evhich ..iC. ai,.i A Of i.la, , ii typL' flutE i'r tiQ3"s 33' EIltS opeNfating 9 and Thes i)?: tf Q'i:i^; '.o oflfl :^.` Ehsa ir:€;LitEi on the 5495. The caml nanersnadlkakf; cornet ed acrccas tw.- tern--.:r-.WS on ;l'le tltt' i;:)•'• r it par:::?. Folarize?d sacuhhle and% Cr vis, al notif:onion: devices are l i, E )nfl^Cif?C fCi t;?Ei; :iCf` ; SEi;nsil circuits using the 4.74&rend -of -line supe vw:Gn tha G::its::•. c:rc••..:ts: a:i the • v ay .iaC:k to t? e3 c ontinti aix,.l. Firepowor 5495 l listrii;acatN) powor Module SILENT 1. KNI`;Ifir Firepower 5495 Distributed Power Module S%i r'atgJ'iSlfDE3 i urrF,3"!: l.'3i:ri;t Firepawer 549: ;lupe ,jse :, starobv 15 rnA icttage range: g - 32 VDC variety of fijnctions incfludin.q: A arni 175, :r:A. Battery charging AC p:Si" ef. t"N Yi:'::arf capaciti: 33.0 AH! o LOW battery ci.xiditio :. c:er circa': Ar nia:t Ten:.: 32: to 120";` l ii`t•'E rJt3rEd f_3t_Ei. fclotif ^.atior`. 01, tf, 49" C i_E i::arj cutpul powser F:fnit t. rn,:3it5: 4 Mechanical C)3"tt ti:>n ouipJ£ 3irrrsic: 12.25° v r1:6' -1 x power liFnf;ed cfsrdificn a; an Cf 0 loka-atlw): 2 ' lash, A (Style Z) s' D ',30-88crn xd 4 { class P (styie? Y) x 40.64 cm l-i x output. 1 Class A & 7.62 D C.,n) When -: t:ae_ble condition o: ::rs, glass B! Indicator Lights Firepcivver5495crea::es :a trn:;,3Ie f; urditic3: ort„¢ host entFa sigf al Amps par AC povver or.: Green circuits w Al"6iCh it is : f)ri LtL'fY, C31li eE;t l:ii',^.Silt: 5.;i %e.(i aYfl(2S i:;F:it) tr^.£ter" ir>,uNe: yello.v l:'ErE? pcvvef :05 slii--aint.:ins, [he NotJ:::Nit*r: f rr f 3E:-')i:{ t: i3:Silt?ilCi+o a'ili y to ;e ar,£iv Ysc ,y ti'.8 t )St 3it outt73t: 20 4 tC, 27.3 V D C f: )ntfol. l)t addition, t':W 54v15 J afnt ray h, c:X FCisib:e: Yellow i'S' OVltfl S 6 Form lr rEi:)lE •r' l<3y 4.%k() :(.?: C'Ut%3i_i cutpu; as an a€£ernati,-e to using required trouble,, 1.4): Yellow the nctiilcation cirf ui::rouhie. On each Class l" Electrical Specification f ir:: ui£ 1. E..: 864 & 1681 AC Input: 120 `d;,.ir.::t L airips No. of inputs, 2 NFRk 72 at G amf;a orlSigixaEion: Gass A Model 5495 Block Diagram Signal Circuit Output Signal 1 Signal 1 Input Distributed Signal Signal Circuit Output Signal 2 Power Input Module 5495-Signal 3 Optional) Signal 4 120 VAC Aux. Power Trouble Output Local Fire Control Alternative to notification circuit trouble.) SILENT KNIGHT 5 f larEfii:r: ;::r:;i , klap:e E3fove; Fi?d 5;,3 .4g'.' t`•f€ADE IN ,AMERICA 800- £s- 4 or . M nnese:a i{X: 7-63, 49? 6475 zt i? 4%fit vnFlCt :rl r o`dnt;:"f`,t:;%'lYit,jc3El!•ni-itXF:dcf'St.GC:)• f:.cYivii:7i"•: C)',`;C sieent yrigM P] Features I volt suube models: 15, 15/75, 75 and 110 candela 12 volt srtohe models: 15 and 15/75 candela l lot'n models operate on 12 and 24 volts Low current draw: reductions as high as 45`%, TWO field selectahlc/reversible horn tones 3000 1Iz interrupted I•aecuunn•chanical I field high -low dBA output on horn low nutpul on 24 volt models only) 101 luvk MIA (fir) Ill It. high output` 90 peak dKA tad 10 It. luw output' Field selectable/reversible temp 3 pattern or non -temp 3 continuous pattern on burn llornjslruhe ran he wired either in tandem or independently Specifications Universal mounting plate included with each unit One screw mounting of strobe and horn/strobe to mounting plate SpectrAlert strobe and hurn;strohe take up Zero room in the hack box. Single gang mounting without the use of a mounting plate horn model only) Self-containrd screw ravers Aesthetically ple,ising design Synchronize horn and Strube with Sync•Circuit" modUle Silence horn on hoar/strobe over a single pair of wires using Sync•Circuit module Sound output varies with tone and output options selected; sound ICV0k based upon anerhoiC room measurements. Input terminals: 12 to 1S AWC Mounting: 4" x 4" x I VI" or Size of struhe and 2" x 4" x 17/, standard boxes horn/strobe with Operating temperature: 321) to 1200 F (00 to 490 Q universal plate: 5" x 55/<" x 211/1,," Voltages: 12 or 24 VDC and Size of strobe and FWR unfiltered burn/strobe with Operating Small footprint plate: 3'/8" x 55/s" x 2s/i " voltage range` *: 12 V, 10.5 - 17 V Size of born with 24 V, 20 - 30 V universal mounting plate: 5" x 55/s" x Is/u," '1'hrse products shoUld he operated within their rued voltage range; Size Of horn without UI. does, however, test functional integrity to -20,find - 10'Xo of manufacturer's stated ranges. nurunting plate: 2''/1 (,x 5`/16x 1I,," Weight, horn only: 7.2 oz. Weight, strobe and K L U LC F M born/ strobe: 8.8 oz. APPnoVen System Sensor 1 2/9G This document is not intended to he used for installation purposr< A05-936-01 General Description System Sensor SpectrAlert Series strobes, horns, and combination horn/ strobes are UL listed for primary signaling in life safety systems and meet ADA public mode visible signaling requirements. SpectrAlert products can be connected to the alarm indicating circuit of a fire alarm control panel and are compatible with DC line supervision. The SpectrAlert product line mounts to standard back boxes with the use of a universal mounting plate included with each unit. An optional small footprint mounting plate fits to a single gang box. An accessory back box skirl gives a cosmetic finish to a 4" x 4" x 11/2" or a 2" x 4" x 11/8" surface mounted back box. All strobe and horn/strobe mounting options require only one screw attachment of product to plate. These products are designed for 12 and 24 VDC and full wave rectified unfiltered power. Full wave rectified operation requires more current than DC operation. For detailed current draw information, consult the table below. The horn/strobe combination products are factory assembled with jumper wires for in -tandem operation. For independent wiring of horn and strobe, remove jumper wires. When wired for independent operation, the strobe will continue to run while the horn can be silenced. However, the strobe must be running for horn to operate. Horn The SpectrAlert Series horns and horn/strobes provide two different field selectable/reversible tones, a high -low field selectable/reversible sound output setting (low setting on 24 volt models only) and a field selectable/ reversible temp 3 pattern or non -temporal continuous pattern. These field SpectrAlert Current Draw Table Strobe Only selectable features are accomplished with the use of pins and jumpers located on the back of each SpectrAlert horn and horn/strobe. An accessory module is not needed to make these field selections. The horn on horn/ strobe models will operate on a coded power supply. The horn only model, however, will not operate on a coded power supply. In such instances, substitute with a System Sensor model MA12/24D. Strobes The ADA compliant SpectrAlert strobes are electronic visible warning signals that flash at 1 Hz over their operating voltage range. These products are available in 24 volt models at IS, 15/75, 75 and 110 candela intensities and in 12 volt models at 15 and 15/75 candela intensities. SpectrAlert products feature dramatic reductions in current requirements. Sync -Circuit Module The Sync•Circuit Module is available for the synchronization of strobes and horns and can synchronize two Style Y (class B) circuits or one Style Z class A) circuit. The module can also generate a synchronized temp 3 tone for System Sensor's Multi -Alert•" and PA400 horn products.' The synchronization module allows the SpectrAlert horns on combination horn/ strobes to be silenced.on 2-wire systems. SpectrAlert's Sync -Circuit Module can be daisy chained for multiple zone synchronization. The Module shall not operate on a coded power supply. For Multi -Alert and PA400: Strobes must be wired to a continuous source of power (non -coded power supply). Candela AVERAGE CURRENT (mA) 1.2V Models 24V Models 10.5V 12V 17V 20V 24V 30V OC FWR DC FWR DC FWR DC FWR DC FWR DC FWR PEAK CURRENT (mA) 12M Models 24V Models IlOiW 12V 17V 20V 24V 30V DC FWR OC FWR DC FWR OC FWR DC FWR DC FWR IN RUSH CURRENT (mA) 12V Models 24V 4QC 10.5V 12V 17V 20V 24V 30V DC FWR DC FWR OC FWR DC FWR DC FWR OC :1VR 15 133 159 114 157 81 128 59 80 53 80 46 79 460 460 452 460 420 480 150 270 150 27 1140 250 80 102 92 124 140 122 170 230 220 280 270 370 15/75 1IN 182 142 171 99 150 76 92 66 93 58 94 490 520 490 5211 460 480 170 270 170 270 160 270 76 104 88 126 160 185 170 230 210 270 270 360 75 NA NA NA NA NA NA 145 166 123 149 102 141 NA NA NA NA NA NA 350 440 340 460 330 480 NA NA NA NA NA NA 190 240 230 280 290 380 110 NA NA NA NA NA NA 169 200 140 131 115 174 NA NA NA NA NA NA 460 560 450 570 420 620 NA I NA I NAl NA NA NA 1901 2301 2201 2901 290 370 Horn Only High/Low Temp Tone Volume /Non AVERAGE CURRENT (mA) 1.2V M.Qdel_* 24V Model;i 10.5V t2V 17V 20V 24V 30V DC FWR oc Fwn DC FWA DC FWR oc FWR Dc I FWR Dectro High meth. tt 10 10 14 14 19 21 25 18 29 26 16 10 19 14 25 17 29 23 34 30 42 Low NA NA NA NA NA r1 12 13 13 17 15 NA NA NA NA NA 12 16 14 19 173000HzHighant13111116162426282337Interrupt. 17 11 21 14 28 19 34 27 39 35LowNANANANANA1414171521 NA NA NA NA NA 13 18 16 21 2212 Horn/Strobe - 15 cd High/Low Temp Tone Volume /Non AVERAGE CURRENT (mA) 12V Models 24V Models 10.1V 12V 17V 20V 24V 30V DC F.DC FWR DC =Iri OC FWR DC FWR DC I FWR Electra- High Tern meth. Non 143 170 1241 167 95 42 78 101 76 98 75 105 143 170 1241 167 95 1421 69 98 76 100 76 107 Low Temp Non NA NA NA NA NA NA 70 92 66 93 63 94 NA NA NA NA NA NA 71 92 67 93 63 95 3000 Hz High Temp144 Interrupt. Non 172 125 168 97 144 83 106 81 103 83 112 144 173 125 168 95 146 78 102 80 106 81 115 Low TempNA Non NA NA NA NA NA 73 94 70 95 67 98 NA NA NA NA NA NA 72 92 69 94 68 100 Horn/Strobe - 15/75 cd High/Low Temp Tone Volume /Non AVERAGE CURRENT (mA) 12y MQdg 24V Models 10.5V I 12V I 17V 20V 24V 30V DC FWR DC FWR DC I.] DC FWR DC FWR I DC I FWR Electro High Temp mech. Non 1781 1931 152 181 113 1641 95 113 911 111 871 120 1781 1931 152 181 1131 1641 93 110 89 1131 881 122 Low Temp Non NA NA NA NA NA NA 87 104 79 106 75 109 NA NA NA NA NA NA 88 104 80 106 75 110 3000 Hz High Tem Interrupt. Non 179 195 152 183 115 166 100 118 94 1161 95 127 179 196 152 183 113 168 95 114 93 119 93 t30 Low Tern NOn NA NA I NA NA NA NA 1 90 106 83 108 79 113 NA NA NA NA NA NA 89 104 82 107 80 115 Horn/Strobe - 75 cd High/Low Temp Tone Volume /Non AVERAGE CURRENT (mA) 12V M0_"I 24V Modgls 10.5V 12V I 17V 20V I 24V 30V DC I FWR CC FWR DC I FWR DC FWR DC I FVIR CC IrWR Electra- High Temp meth. Non NA NA NA NA NA NA 164 187 148 167 13-1 167 NA NA NA NA I NA NA 163 184 146 169 1321 169 Low Tern Non NA NA NA NA NA NA 156 178 136 162 t t 3 156 NA NA NAJNANA NA 157 178 137 1623000HzHighTem Non NA NA NA NA 169 192 151 172 13917Interrupt. NA NA NA NA 164 189 150 175 13' 177 Low Tem Non NA NA NA NA 159 180 140 164 123 16C NA NA NA NA 158 188 139 t63 124 162 Horn/Strobe -110 cd High/Low Temp Tone Volume /Non AVERAGE CURRENT (mA) 12V M9-d23 24V Models 10.5V I 12V 17V 20V I 24V 30V DC FWR DC FWR DC FWR DC FWR DC I FWR DC I FWR Electro- High Temp mech. Non NAffNANA A NA NA 188 221 165 209 144 200 NAA NA NA 186 218 163 211 145 202 Low TempNAA Non NA NA 180 212 153 204 132 189 NAA NA NA 181 212 154 204 132 1903000HzHighTem Non NAA NA NA 993 225 168 214 152 207Interrupt. NAA NA NA 188 222 167 217 150 210LowTemNAANANA183214157206136193NonNAANANA1822t2156205137195 Page 2 This document is not intended to be used for installation purposes. A05-936-01 Engineering Specifications General SpectrAlert horns, strobes and horn/strobes shall be capable of mounting to a standard 4" x 4" x 1'/:" back box or a single gang 2" x 4" x PH' back box using the universal mounting plate included with each SpectrAlert product. Also, SpectrAlert products, when used in conjunction with the accessory Sync•Circuit Module, shall be powered from a non -coded power supply and shall operate on 12 or 24 volts. 12 volt rated devices shall have an operating voltage range of 10.5 - 17 volts. 24 volt rated devices shall have an operating voltage range of 20 - 30 volts. SpectrAlert products shall have an operating temperature of 32 to 120°17 and operate from a regulated DC or full wave rectified, unfiltered power supply. Horn Horn shall be a System Sensor SpectrAlert model capable of operating at 12 and 24 volts. Horn shall be listed to UL 464 for fire protective signaling systems. The horn shall have two tone options, two audibility options (at 24 volts) and the option to switch between a temporal 3 pattern and a non -temporal continuous pattern. The horn only model shall not operate on a coded power supply. Strobe Strobe shall be a System Sensor SpectrAlert model listed to UL 1971 and be approved for fire protective service. The strobe shall be wired as a primary signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. SpectrAlert Dimensions Horn/Strobe Combination Horn/strobe shall be a System Sensor SpectrAlert model listed to UL 1971 and UL 464 and shall be approved for fire protective service. Horn/strobe shall be wired as a primary signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over its entire operating voltage range. The strobe light shall -'consist of a xenon flash tube and associated lens/reflector 4X" tety, Thorn shall have two tone options, two audibility options (a[ 24 vo ts and the option to switch between a temporal 3 pattern and anon-teftral continuous pattern. Strobes shall be powered independently of the sounder with the removal of factory installed jumper wires. The horn on horn/strobe models shall operate on a coded or non -coded power supply. Modulo Module shall be a System Sensor Sync•Circuit model listed to UL 464 and shall be approved for fire protective service. The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal 3. Also, the module shall silence the horns on horn/strobe models, while operating the strobes, over a single pair of wires. The module shall be capable of mounting to a 4"/16" x 4"/16" x 2'/e" U'ack:box and shall control two Style Y (class B) or one Style Z (class``A circuit. Module shall be capable of multiple zone synchronization by daisy chaining multiple modules together and re -synchronizing each other along the chain. The Module shall not operate on a coded power supply. 215/16 55/6" 55/1 6 " OO ill 15/16" t2'/16" Horn/Strobe with Small Footprint Mounting Plate same dimensions for strobe only) Horn/Strobe with Universal Mounting Plate same dimensions for strobe only) Horn Only 5' /4" 5' /4" Sync•Circuit Module Page 3 This document is not intended to be used for installation purposes. A05-936-01 SpectrAlert Ordering Information Avg. mA* Avg. mA* Red White Voltage Candela @ Nom. VDC @ Nom. FWR Horn / Strobes P1215 P1215W 12 15 124 167 P121575 P121575W 12 15/75 152 181 P2415 P2415W 24 15 78 98 P241575 P241575 W 24 15/75 91 111 P2475 P2475W 24 75 148 167 P24110 P2411OW 24 110 165 209 P2415A P2415 WA 24 15 78 98 P241575A P241575WA 24 15/75 91 111 P2475A P2475WA 24 75 148 167 P24110A P24110WA 24 110 165 207 P241575F (FUEGO) 24 15/75 91 ill Strobes S1215 S1215W 12 15 114 157 S 121575 S 121575 W 12 15/75 142 171 S2415 S2415 W 24 15 53 80 S241575 S241575W 24 15/75 66 93 S2475 S2475W 24 75 123 149 S24110 S2411OW 24 110 140 191 S2415A S2415WA 24 15 53 80 S241575A S241575 WA 24 15/75 66 93 S2475A S2475WA 24 75 123 149 S24110A S24110 WA 24 110 140 191 S241575F (FUEGO) 24 15/75 66 93 Horns H 12/24 H 12/24W 12/24 NA 12 / 23 12 / 21 H 12/24A i-112/24WA 12/24 NA 12 / 23 12 / 21 Sync -Circuit Module MDL MDLW 12/24 NA 16 24 fvIDLA MDLWA 12/24 NA 16 24 Small Footprint Mounting Plate for Single Gang Only S-MP S-MPW NA NA NA NA Surface Mount Back Box Skirt BBS 1313SW NA NA NA NA Universal Mounting Plate (replacement) D-MP D-MPW NA NA NA NA Notes: Agency Listings: UL, ULC, FM, CSFM pending, MEA pending Canadian model numbers end in "A" Latin American model numbers end in " F" All SpectrAlert products ire designed for wall mount only. Installation of less than 75 candela strobes may be permissible under the equivalent facilitation clause of the ADAAG (Sec. 2.2). However, it is the responsibility of the person or entity designing the fire alarm system to determine the acceptability of less than 75 candela strobes. All 15/75 candela strobes or horn/strobes are recommended for 20' x 20' rooms or less. For a complete listing of SpectrAlert current requirements, please refer to the SpectrAlert Current Draw Table or Installation Manual. Horn and horn/ strobe current draws assume horn is set at temp 3, electromechanical tone and high audibility. System Sensor Worldwide Distribution In Canada: In the United Kingdom: In India: In the Far East: System Sensor Canada System Sensor Europe, Ltd. System Sensor India System Sensor 6581 Kitimat Road, Unit a7 Horsham Gates Ill, North St. A-204 Maheshwari Nagar Pittway Far East, L 1. Mississauga, Ontario Horsham, West Sussex Orkay Mills Lane Rm 903, Tower A, New Mandarin Canada L5N 3TS RH13 5PJ, United Kingdom Andheri East, Mumbai 400093 Plaza, 14 Science Museum Road Telephone: 905-812-0767 Telephone: 44-1403-276500 Telefax: 91-022-8202564 TST East, Kowloon, Hong Kong Fax: 905-812-0771 Fax: 44-1403-276501 Telephone: 852-2191-9003 Fax: 852-2736-6580 Page 6 This document is not intended to be used for installation purposes. A05-936-_ . Model DHI.00ACDCLP 4 Wire Photoelectric Duct Smoke Detector with Low -Flow Technology Product Overview Alr velocity rating from The System Sensor Innovair" DH 100ACDCLII is a 4-wire photoelectric air 100 to 4000 feet per minute duct smoke detector capable of sensing smoke in air velocities from 100 to 0.5 to 20.32 m/sec.) 4,000 feet per minute (0.5 to 20.32 m/sec). This Innovair features Low -Flow Patented Interconnectablllity for multi- technology that enables duct smoke detection throughout a broad range of air - fan shutdown (up to ten air handlers) flow environments. Many difficult to solve HVAC applications occur in low air - Patented telescopic sampling tube flow duct applications where reliable smoke detection is critical. Innovair with Patented cover tamper trouble signal Low -Flow technology can detect smoke at air speed velocities of 100 feet per 24 VAC/DC or 120/240 VAC operation minute or greater, while continuing the same reliable performance to 4,000 feet High -Low voltage barrierper minute. The two available form C relay contacts provide reliable performance for the Equipped with two DPDT Form C relay management of fans, blowers and air conditioning systems. These HVAC contacts devices can be configured to prevent the spread of toxic smoke and fire gasses Built -In reset button through a protected area Outside mounting tabs The Innovair family is designed for simplified installation and easy mainte- Easy and quick mounting to round nance. The modular construction allows for easy cleaning and uncomplicated or rectangular ducts from l'-12' field replacement of the UL recognized power and sensor boards. The patented 0.3-3.7 meters) wide cover missing feature insures the cover is securely tightened following routine Easy to clean cleaning and maintenance. The patented interconnectability feature allows mul- UL recognized field -replaceable tiple innovairs to communicate with each other. In the event smoke is detected, power and sensor boards the innovair will signal the remaining interconnected detectors to initiate their Remote test station option relays for smoke control. Remote sounder option WARNING: Duct smoke detectors have specific limitations. Transparent cover for convenient DUCT SMOKE DETECTORS ARE: visual Inspection NOT a substitute for an open area smoke detector, UL 268A listed NOT a substitute for early warning detection, and 3-year warranty NOT a replacement for a building's regular fire detection system. L Refer to NFPA 72 and 90A for additional information about the proper application of duct smoke detectors. LISTED Architectural/Engineering Specifications The air duct smoke detector shall be a System Sensor Model DH100ACDCLP Series Duct Smoke Detector. The detector housing shall be UL listed per UL 268A specifically for use in air handling systems. The detector shall operate at air veloci- ties of 100 feet per minute to 4000 feet per minute (0.5 to 20.32 m/sec.). The unit shall be capable of controlling up to ten (10) air handling systems when interconnected with other detectors. The detector shall be capable of providing a trou- ble signal in the event that the front cover is removed. It shall be capable of local testing via magnetic switch or remote testing using the SSK451 Multi -Signaling Accessory or the RTS451KEY Remote Test Station. The unit shall be reset by local reset button or remote test station. The duct smoke detector housing shall incorporate an airtight smoke chamber in compliance with UL 268A, Standard for Smoke Detectors for Duct Applications. The housing shall be capable of mounting to either rectangular or round ducts without adapter brackets. An integral filter system shall be included to reduce dust and residue effects on detector and housing, thereby reducing maintenance and servicing. Sampling tubes shall either be telescoping or be easily installed by passing through the duct housing after the housing is mounted to the duct. The unit shall provide a spacial separation of no less than %" (6.4 mm) and/or a physical barrier between the high and low voltage terminals. The enclosure shall meet all applicable NEC and NFPA standards regarding electrical junction boxes. Terminal connections shall be of the strip and clamp method suitable for 12-18 AWG wiring. Wiring Guide System wiring diagram for 4-wire duct smoke detectors AVAILABLE POWER INPUTS I POWER INPLRR ACCEPT i 4 VA24VDC, 24 VAC 5HZ, B 10 A B C I 120 VAC HZ, OR OR I i 22= 40 VAC 50-60 HZ. I CONNECTPOWERSOURCETOOF EACH APPROPRDETIECTOR. ATETERMINALSI 1 L24V120VACJIi 22012AO I i VAC i ALARM AUXILIARY CONTACTS FOR FAN SHUTDOWN. ETC, I AUX CONTACT RATINGR 1 I OMA 30 VDC RESISTIVE 16 6 17 7 18 8 i 250 VAC JMINIMUMNOTIWENDEDFORS VDC I N.C. CONNECTION TO CONTROL I PANELS. ALARM AUXILIARY CONTACTS SHOWN IN STANDBY. CONTACTS TRANSFER DURING ALARM AS INDICATED BY THE ARROWS. i IR IN FCONTACT RATING, I SUPERVISORY TROUBLE CONTACTS 2. 0 A LO 30 VDC lee"" I i 14 3 I I TROUBLE CONTACTS QOSIED N ALARM AND STANDBY. ICONTACTSOPENYLEDETECTORPLbORPOWER1BREMOVED OR WHCN TAMPER FEATURE TIMES OUT. OPEN CONTACTS SIGNAL TROUBLE CONDITION TO PANEL I 5 ALARM ALARM CONTACTS SHOWN INITIATION ATION OPEN IN STANDBY. LOOP CO CONTACTSCONTACTS CLOSE IN ALARM. 4 I UL LISTED 44WRE FIRST DETECTOR IN THE LOOP CONTROLPANEL DHIOGACDC Speclflcatlons Size 14%" ( 37 cm.) Length 51h" ( 14 cm.) Width 2%" ( 7 cm.) Depth Shipping Weight 3N lbs. (1.7 kg.) Operating Temperature Range 32D to 131°F (0' to 55°C) i AVAILABLE POWER INPUTS I CONNECT POWER SOURCE 1 B 10 A B C I TO APPROPRIATE TERMINALS OFEACHDETECTOR. SEE IISPECIFICATIONSFORI ADDITIONAL POWER SUPPLY r } I I ` 24VJ V i INFORMATION. I 22M140 I I VAC i ALARM AUXILIARY CONTACTS FOR FAN SHUTDOWN. ETC. I 16 6 17 7 18 8 1 I FOR WIRING OF AUXILIARY C. I DEVICES, REFER TO MANUFACTURER' S INSTAI INSUCTIONSi OR CONTAICOTNMANUF ACTURER. I ALARM AUXILIARY CONTACTS SHOWN IN I NOTE: THE SUPERVISORY RELY NOW STANDBY. CONTACTS TRANSFER DURING iPROVIDES A "FORM C' CONTACT FOR ALARM AS INDICATED BY THE ARROWS. CUSTOMIZED APPLICATIONS. i FOR STANDARD APPLICATIONS, ONLY INT SUPERVI6ORYTROUBLECOACTSTHE TI0' CONTACT IS USED i 14 3 i 1 TROUBLE CONTACTS CLOSED IN AIARM AND STANOBY i CONTACTS OPEN WILE DETECTOR PCB OR POWER I6 REMOVED OR WNEN TAMPER FEATURE TIMES OUT OPEN I i CONTACTS SIGNAL TROUBLE CONDITION 10 PANEL I i i i 5 i ALARM CONTACTS SHOWN I INITIATION OPEN IN STANDBY. CONTACTS CONTACTSCLOSE IN ALARM. 4 I 1 I I I IJ LAST DETECTOR IN THE LOOP EOL RESISTOR SPECIFIED BY OH100ACDC PANEL MANUFACTURER Storage Temperature Range 22D to +158OF (-30R to +701C) Operating Humidity Range 10% to 93% relative humidity non -condensing Air Duct Velocity 100 to 4000 ft./min. (0.5 to 20.32 m/sec.) Electrical Ratings — DH100ACDCLP (Includes Detector) Power supply voltage: 20-29 VDC 24 VAC 50-60-Hz 120 VAC 50-60 Hz 220/240 VAC 50-60 Hz Input capacitance: 270 pf max. 270 {jF max. N/A N/A Reset voltage: 3.0 VDC min. 2.0 VAC min. 10 VAC min. 20 VAC min. Reset time (with RTS451): 03 to 0.3 sec. 03 to 0.3 sec. 03 to 0.3 sec. 03 to 0.3 sec. Reset time (by power down): 0.6 sec. max. 0.6 sec. max. 0.6 sec. max. 0.6 sec. max. Power up time: 34 sec. max. 34 sec. max. 34 sec. max. 34 sec. max. Alarm response time: 2 to 17 sec. 2 to 17 sec. 2 to 17 sec. 2 to 17 sec. Sensitivity Test: See detector label See detector label See detector label See detector label Power Supply Voltage 20 - 29 VDC 24 VAC 50 - 60 Hz 120 VAC 50 - 60 Hz 220/240 VAC 50. 60 Hz CURRENT REQUIREMENTS (USING NO ACCESSORIES) Max. standby current 15 mA 35 mA RMS 25 mA RMS' 15 mA RMS' Max. alarm current 70 mA 125 mA RMS 35 mA RMS' 25 mA RMS' CONTACT RATINGS Alarm initiation contacts (SPST) 2.OA @ 30 VAC/DC (0.6 power factor) ACCESSORY CURRENT LOADS AT 24 VDC Alarm auxiliary contacts (DPDT) t0A @ 30 VDC DEVICE STANDBY TROUBLE ALARM 10A @ 250 VAC APA451 12.5mA Max. Na 30mA Max. Note: Alarm auxiliary contacts must switch 100mA minimum at 5VDC. Alarm auxiliary contacts shall not be PA400 OMA Ne 15mA Max. connected to nititaing circuits of control panels. Use the alarm initiation contact for this purpose. RA40OZ OmA No 10mA Max. Trouble contacts (SPOT) 2.OA @ 30 VDC (resistive) RTS451/RTS451KEY 12rtA' Na 7.5mA Max. SSK451 5mA Max. 9mA Max. 3omA Max. Wiring diagram for DH100ACDCLP to APA451 NOTE: When a unit is powered at the 120VAC or 22=40VAC IrpA anygcombinationofaccessoriesmaybeusedsuchthatthegyenaccessoryloads are: 60 mA or less in the standby stale; 110 mA or less in the alarm stale. DH100ACDCLP APA451 Alarm Signal 15 2 Alarm Aux. Power + 19 Sup. N. O. 14 3 Power Sup. COM 3 Aux Power - 20 1 Common NOTE: Wiring diagram shown is for DH100ACDCLP 4-wire duct smoke detector system equipped without a control panel. NOTE: A trouble condition is indicated when the green LED is not illuminated. Wiring diagram for the RTS451/RTS451KEY and interconnect feature DH100ACDCLP RTS451/RTS451KEY Alarm Signal Red LED) Alarm Aux. Power+ 1* Green LED) Power Sup. N. O. I WO, I I Sup. COM 1 1 Aux. Power -- Reset 2 3 Test 11 Field 4 Installed Interconnect— 1 Jumper Interconnect + Unit 1 12 NOTE: For RTS451KEY only without a Control Panel. RTS451 does not have a terminal 6. DH100ACDCLPUNIT NOTE: wring diagram shown is for Interconnect— 1 DH100ACDCLP 4-wveduct smoke detector system equipped without a control panel. Interconnect + 12 NOTE: A trouble condition is indicated when the green LED is not illuminated. Important Interconnect Notes When using the interconnect feature, all interconnected units must be powered with the same, independent supply. Polarity must be maintained throughout the interconnect wiring. Connect terminal 12 on unit 1 to terminal 12 on unit 2 and so on. Similarly, connect terminal 1 on unit 1 to terminal 1 on unit 2 and so on. Wiring diagram for DH100ACDCLP to SSK451 and Interconnect feature FIELD INSTALLED JUMPER FOR TEMPORAL PATTERN COMMON: U TEMPORAL SELECT', 75 ALARM SIGNAL ALARM SIGNAL t SUPERVISORY SIGNAL 4 3 SUPERVISORY 4N0 CONTACT RESET 7 2 RESET TEST 8 11 TEST POWER (-) 6 AUX. POWER (-I POWER(.) 5 79 AUX. POWER I•) 2 INTERCONNECT• If t HTERCONNECT- SSK451 DHI OMCDCU' UN m I FIELD INSTALLED / JUMPERQ INTERCONNECT. 1 INTERCONNECT - DH1oMCDCLP Coil Note: UNIT 2 Please note that the magnetic coil supplied with the RTS451/RTS451KEY is not required when these accessories are used with the DH100 detectors. The function- ality of the magnetic coil has been designed into the circuitry of the Innovair duct smoke detectors. Wiring diagrams for optional accessories 5 (') 5 (+) ALARM SIGNAL (') ALARM SIGNAL I.) AUX POWER (—) I I \ AUX POWER(—) DUCT DETECTOR DHIOOACDCLP Ordering Information Part No. Description DH100ACDCLP 4-wire photoelectric duct detector with low -flow technology A5069 Replacement photoelectric detector board A5064 Replacement 4-wire power board Accessories ST-1.5 Metal sampling tube duct widths 1'-2' (0.3-0.6 m) ST-3 Metal sampling tube duct widths 2'-4' (0.6-1.2 m) ST-5 Metal sampling tube duct widths 4'-8' (1.2-2.4 m) ST-10 Metal sampling tube duct widths 8'-12' (2.4-3.7 m) T80-71-00 Replacement telescoping sampling tube P48-55-00 Replacement end cap for T80-71-00 SSK451 Multi -Signaling accessory RTS451KEY Remote test station with key lock RTS45i Remote test station APA451 Remote annunciator with piezo alarm Accessories MOD40OR Sensitivity test module RA40OZ Remote annunciator alarm LED F36-09-11 Replacement air filters (two per package) M02-04-00 Test magnet P48-21-00 End cap for metal sampling tubes SOS-39-01 Photo replacement screen PA40OW Mini -Alert sounder PS24LOW Mini -Alert add -on strobe PS12/24SLENSW Wall -mount 'SMOKE" lens System Sensor provides system flexibility with a variety of accessories, including two remote test stations, and several different means of visible and audible system annunciation. As with our duct detectors, all duct smoke detector accessories are UL listed. APA451 Piezo Annunciator UL S4011) RTS451KEY PA40OW RTS461 Remote Test Station Mini -Alert Sounder Remote Test Station with Key (UL S2522) (UL S3593) (UL S2522) shown with PS24LOW add - on strobe (PS12/24SLENSW smoke lens option available) O O o—0000000e 00000000 00 w o *are 0oo0000.0000000 0 u oeQuo o 0000 00 0000000000000000000000000pp0000000000 J O SSK451 Multi -Signaling0 Accessory UL 268A) System Sensor Sales and Service System Sensor Headquarters 3825 Ohio Avenue St. Charles. IL 60174 Ph:800/SENSOR2 Fx: 630/377-6495 Documents -on -Demand 800/736-7672 x3 www.systemsensor.com System Sensor Canada Ph: 905.812.0767 Fx: 905.812.0771 System Sensor Europe Ph:44.1403.276500 Fx: 44.1403.276501 O 0 rr M o a§ 000000 o O 00 o 00o K E o§ System Sensor In China Ph: 86.29.524.6253 Fx: 86.29.524.6259 System Sensor In Singapore Ph: 65.273.2230 Fx: 65.273.2610 m OMNI RA40OZ Remote Annunciator UL S2522) SSK451 Multi -Signaling Accessory UL 268A) shown with PS24LOW add -on strobe (PS12/24SLENSW smoke lens option available) System Sensor - Far East Ph: 85.22.191.9003 Fx: 85.22.736.6580 System Sensor - Australia Ph: 613.54.281.142 Fx: 613.54.281.172 System Sensor - India Ph: 91.124.637.1770 x.2700 Fx: 91.124.637.3118 0 2002 System Sensor. The comparry reserves the right to change product specifleations without notice. A05-1044-003.7/02•A980 MANUAL RSA STATIONMESSECURITY P.O. BOX 849 LAKEWOOD, CA 90714 PliONE:6621529-5100 FAX: 562.529.6102 csfN No. 715QI039 101 UI. No. IIS4 Thc•RMS manual pull 5 ation is a high quality non toxic die cast manual pull station manufactured entirel The U.$.A. Low profila and smooth edges offer an attractive yet functional design. Al! components prcpaiptcd or have plated surfaccs to inhibit corrision. Electrically the RMS manual pull station is unbeatr with a 10 amp snap action switch offered in all possible contact a-rangements(including gold contacts).' RMB.pull station ca-7 be used with or without a break glass rod with replacement requiring no special tools. 41het features include: Lift and pull • breA glass cover • institutional key lock • weather and explosion pr virsioos. All stations offer hex screw or key lock access. Private labeling and special options available. Explosion. Proof Lift and Pull v - k I - - Institutional FIRE &AIARN Br-cak Glatis vn roprn•cnu twitch type plus pl[tul leads or iertninal block coruieainn• RMS( ) KO Feather Pro 7 ms-wT( P- 04 OCT-02-02 10:20 PN Racer VIA L]t Terminal Torminal Block B Block A Model 8T) is .. It SwItch : Model 1T SPST N/O Front View FIRE ALAR Turn Clockwlse to Open Electrical wiring Model 2T DPST N/O Common N/O N/C A Common N/O N•'C B Model 6T DPSTN/O- N/C -COM Model Iti rmin a7 131oc{c `;° Tc unlnnit Cannocdn Funccldn r,.'L 4 o U9 wftr T'6o`ne", 1P None None SPST Leads Leeds Leeds 10 amp 125 vac 1T A 2 & 3 SPST 1(+) & 4(-) 1 & 4 1 & 4 10 am *125 vac 2T A 1 &2 - 3&4 DPST 5(+) & 6(-) 5 & 6 5 & 6 10 amp 0125 vac 3T A 1,2, & 3 SPDT 5(+) & 6(-) 5 & 6 5 & 6 10 amp ®125 vac 6T A & B 1,2,3,5,6,7 DPDT 4(.) & 6(-) 4 & 8 4 & 8 10 amp U125 vac Phone AA 1f4 •Key Swllch. 3AmpWMac - Led: T1.3/4(424Vdc Note: all contact ratings shown apply to closed slalien Mounting Instructions on Reverse Side OCT-02-02 10:19 AM BASIC CONSTRUCTION AND MATERIAL P - 03 Painted Die Cast Housing 14 Ga Plated Steel Back Plate Corrosion Inhibited Surfaces Terminal Block(4 Position) Single Gang Mounting 0 10 AMP Snap Action Switch (S,P.S.T. , S.P.D.T". 0 O O / RMS 1T Shown SPECIFICATIONS Electrical: Switch 10 amp @ 12Ovac Gold Contact 1.0 amp @ 120vac Key Switch 0.5 amp @ 30vdc Phone Jack 0.1 amp @ 24vdc Dimensions: Station Width 3.200 in Length 4.750 in Depth 0.875 in Weight 15.5 oz / 420 grams Mount Single gang RMS-DAII Width 3.325 in. Length _ 4.750 in. Ckpth 1.625 in. Weight 1 lb 9oz. / 756grams RMS-LP Width 3.325 in. and LP14 Length 4.750 in. Depth 1.500 in. Weight 1 lb 4 oz / 560 grams Note: Meets UL, ULC, CSFM , and BSA Requirements. Quantity pricing/Private labeling available. ORDERING INFORMATION RMS- ( ) ( } Manual Station series Switch type plug pigtail leads or terminal block connecdons Package options Options Add to above) AP S.P.S.T. with pigtell lT S.P.S.T, with terminal block 2T DP.S.T. with terminal block 6T D,P.D.T. with terminal block PS Presignal Key switch 0.5 amp @ 30vdc LP Lift and Pull dual action adaptor LPl{ Lift and Pull halon adaptor LED Light Emitting Diode(red, green, yellow) GCS S.P.D.T. Gold Contact 1.0arnp @ 120vac GCD D.P.D.T. Gold Contact I.Oamp @ 120vac PJ Phone Jack 0,1 amp @ 24vdc KI. Key Lock access (ap"ify key type) BB Surface Mounting back box EXC welt Alarm only sign Example: RMS-IT-LP-KL Single pole single throw switch with terminal block. lift and pull cover and key lock access T, Co 4o' •a. CERTIFCATE. OF OCCUPANCY REQUEST FOR FINAL INSPECTION INTERIOR REMODEL TO A COMMERCIAL BUILDING**** DATE: ' 7' 5 -0j PERMIT #: ADDRESS: O I Lice, Vka CONTRACTOR: DLq eow„ PHONE #: - 0-7 - 3 g - - 3C0 L7 C cdj/ The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by .your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciateyi. ngineering ok D.S+aT 7/zf,/bj Fire D Public Works D Utilities Zoning Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) r CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION INTERIOR REMODEL TO A COMMERCIAL BUILDING**** DATE: PERMIT #: ADDRESS: ) 0 1 CONTRACTOR: cf_ PHONE #: -0-7 3 3 - 3(_O ( The building division has prepared a Certif Cate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. DEngineering Fire Public Works lln bo/o Zoning D Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATF OFOCCUPANCY REQUEST FOR FINAL INSPECTION ADDITION TO A COMMERCIAL BUILDING**** DATE: PERMIT Vy0' ADDRESS: O\ :F:-.. CONTRACTOR: PHONE #: y^1-3\ - 932 q The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering DPublic Works X- itilities0K Fire O Zoning Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION INTERIOR REMODEL TO A COMMERCIAL BUILDING**** DATE: PERMIT #: ADDRESS: IO l Late, VA,aLl CONTRACTOR: PHONE #: 4'0 3 g 3 - 3CO 0 r The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ` 7(14°3 Engineering DFire Public Works DZoning _ tilities Licensingelxzl CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance Location ID . . . . . . . 74405 Parcel Number. . . . . . . 07.20.31.300-023A-0000 Alternate, location ID . . 03401811 Location address . . . . . 2101 E LAKE MARY BLVD Primary related party . . Type information, press Enter. 7/28/03 16:08:15 Sequence Code(F4) App Free -form information Date 1.00 RCA1 UT EARLY APP (MOBILITE CO) 72690 4= CSVC UT METER $502.65 REC - - CSVC UT DEV FEES $7700.00 REC 412-6-83 4. n CSVC UT ADD CHG FRM 1301 SILVER LAKE DR TZ-795 77n CSVC UT DT METER WAS PULL AND REPLACED BY A DUAL 1i6U7 CSVC UT WA & FIRE METER. SEE LOC# 74395 Special notes More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel LMBC0401 CITY OF.SA19FORD Address Misc. Information Maintenance 7/28/03 16:07:10 Location ID/Subdivision Parcel Number . . . . Alternate location ID . Location address . . . . Primary related party Type information, press Sequence Code(F4) App 1.00 HISV BP CSVC UT T.-n HISV BP 4.7U CSVC UT 7766 HISV BP 4-.n CSVC UT 7. n PUN BP 8'-.n RCAF UT CSVC UT rU_.O_G CSVC UT 74395 ACREAGE PARCELS 07.20.31.300-023A-0000 1521 2101 E LAKE MARY BLVD INVACARE CORP Enter. Free -form information APPROVED VARIANCE FOR SITE PARKING SEWER GROWTH FEE 53825 REQUIREMENTS REDUCTION IN REQUIRED WATER GROWTH FEE NUMBER OF PARKING SPACES RECEIPT # 01045 SITE ENG PLAN APPROVED -PARKING LOT EARLY APP (MOBILITE CO. CHG ERU FR 167.30 TO.. CALC ERROR ADD CHG 13UI SILVER LAKE DR F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION INTERIOR REMODEL TO A COMMERCIAL BUILDING**** DATE: PERMIT #: ' 03 ' / ( r ADDRESS: ,;? ) O CONTRACTOR: 0 PHONE #: /-1-1-7 ' -3 g 3 - 3C0 (-)S C a - The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering _ Public Works _ Utilities e,- 4F ire 7Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) S CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: 63 PERMIT #: BUSINESS NAME / PROJECT: ADDRESS: -2 / 0 ( / PHONE NO.: FAX NO.: CONST. INSP. [ 1 C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT J TENT PERMIT J TANK PERMIT [ ] OTHER (,( WI'%# . V TOTAL FEES: $ (PER UNIT SEE BELOW) COMMENTS: Aft Address / Bldg. # / Unit # Sauare Footage Fees uer Bldg. / Unit 2. 3. 4. 5. 6. 7. 9. 10, 11. IZ 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division Applicant's Signature CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION INTERIOR REMODEL TO A COMMERCIAL BUILDING**** DATE: Z°3 C' cod PERMIT #: O ( ADDRESS: CONTRACTOR: PHONE #: 4-o-7 0 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works 0 Utilities El Fir oning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ADDITION TO A COMMERCIAL BUILDING**** DATE: PERMIT #:O a)- \y01 ADDRESS: CONTRAC' PHONE #: Liy l-3 - 93S q The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. O k rl-/0 3 ngineering DPublic Works D Utilities Q. Sw6GF 7- Fire OZoning D Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ADDITION TO A COMMERCIAL BUILDING**** 7 q,c DATE: 3 PERMIT ADDRESS: CONTRAC' PHONE #: 914 q The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering DFire u lic Works Zoning D Utilities 0Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFC'A'fE OF OCCUPANCY REQUEST I OIL FINAL INSPECT TION ADDITION 1'U A COMMERCIAL BUILDING**** DATE: PERMIT #:O a)r y0 ADDRESS: CONTRACTOR: PHONE #: a3l g I The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works D Fire DZoning ' V vI tilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ADDITION TO A COMMERCIAL BUILDING**** DATE: PERMIT #:O a)- y0 ADDRESS: CONTRAC' PHONE #: A The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will appreciated. 76 0 DEngineering OPublic Works D Utilities 6 i oIL O Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ADDITION TO A COMMERCIAL BUILDING**** DATE: PERMIT #:O .)~ y0 ADDRESS: n) \ Q\ CONTRACTOR: PHONE #: a S q L5t 7 -2D-' j -vo - PnA - mo The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works D Utilities Fire oning JWW Licensing 7 W/1 - - CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Lake Mary Investments, LLC 1205 Cornwall Road, Sanford, FL 32M Telephone: 407-324-2700 Facsimile: 407-302-3316 June 15, 2005 DELIVERED BY HAND City of Sanford Building Department Sanford, FL Dear Sir or Madam, Re: 2001 East Lake Mary Blvd. Parcel ID: 07-20-31-300-0270-0000 Legal Description: Leg Sec 07 Twp 206 Rge 31 E S V2 of SW V4 E of Acl R/ W 8s S of Rd (24 ac) Owner: SEI Properties LLC I, Mohamed Abdulhussein and I, Gulamabbas Abdulhussein, of Lake Mary Investments, LLC, 1205 Cornwall Road, Sanford, Fl, are owners of the abovementioned property. On May 31, 2005, by way of a letter, we had appointed Mr. Andrew Palmer as our Agent and this appointment was for him to pull any permits in our name. We understand that there has been a misunderstanding and would like to advise that Design Enterprises' name is to be removed from the permit and the permit should be in the owners name. Our apologise for any misunderstanding and we would be appreciative of your assistance in correcting this matter. Yours truly, For and on behalf of Lake Mary Investments, LLC Mohamed Abdulhussein mGulaAbbas Abdulhussein j.arS Plly kovw'r10 Petlo'.)Alky 1Cwcw¢n; 6` CW%" W. SYLv m CHAt W. $ MWitness: Mr BGCN e tNON4?1'UN BKPN4i38 iVpy p?1,'008 iG'f 4l woatao r _allornsa.a r: rwv r i'/ V(/ ouoscnoeciaTi-3'8 rorn before me thlebscribedandswornbeforeme, this .Ins. Zuhair shim day of :3 ,a Notary Publlo day of 1 YZS'a Notary Publlo in and for County, In and for Ne rn ..Nu kt County, 5•Yw,,,:;I.^ Ste- of r I c : , of ci SW of I' I o c oA 6, Signat ) Signature NOTARY P SLICNOTARYPUBLICMyCommissionexit 1 a e's - sou b i CITY OF SANFORD PERMIT APPLICATION Permit # : O Date: Job Address: Z IDI LAIlle xsmpl 32%73 Description of Work: eGf a h --06 v ' O G Fre set 5 yf'Ai Historic District: Zoning: Value of Work: $ o• Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alan Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) 07-20 — Y - 300 ^ t/w3/P -00670Parcel #: Attach Proof of gwnersbip & Legal D pti`on) Owners Name & Address: Tevecoo-e 21,ol E 11401• -32,23 Phone: _ Contractor Name & Address: Phone & Fax: _L Beading Compaay Address: Mortgage Leader — - 1 lL11! 1 j n Address: Architect/Engineer: rS Phone: Phone: Address: i:'.'' Fax: Application is hereby made to obtain a permit ttiahork an i d a rtify_ rk or installation has commenced prior to theLULI issuance of a permit and that all work will be pew tp meet standards of all laws regulating cons this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO.OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management dis cis, state gencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements torid ien Law 7 Signature of Owner/Agent Date Signani a of C tractor/Agent Date a tog O o N Print Owner/Agent's Name Print C ntracto ent's c ° O g p o c4vH N C11-1-7-0V i .E Signature of Notary -State of Florida Date Signature of N tary-State of •lorida Date w o v U v"• Z tL Owner/Agent is _ Personally Known to Me or Contractor/Agent is _X_ Personally Known to Me or Produced ID Produced ID Y APPLICATION APPROVED BY: Bldg: 1 1D 4Zoning: Initial & Date) (Initial & Date) Special Conditions: Utilities: Initial ate) (Initial & Date) G 1 0 tyroADT Security Services Inc. Fife & 803 S. Orlando Avenue Security Suite J M1 Winter Park, FI 32789.4868 Tele: 407-628-5050 Fax: 407-628-0704 State License # 0000949 LBMTED POWER OF ATTORNEY I hereby name and appoint William McMahon, Nancy Gibson or Pablo Vera of ADT Security Services to be my lawful attorney in fact and apply To Sanford for a fire alarm permit for work to be performed at the following location: 2101 E. Lake Mary Blvd. Job address Invacare Project Name And to sign my name and nallgs n s to this appointment. Stephen Calabro, ce ified contractor, License #EF0000949 Personally known to me and acknowledged: Sworn to and subscribed before me this lqqk day of No A.D. 2004 Notary Public, State4of Florida. My Commission Expires: g.r Nomy E GUM My Commission 00104472 ayNdf Expires March 28, 2005 two Fire & ' Security ADT November 15, 2004 Sanford Fire Dept. 1303 S. French Ave. S f d F1 'd 32771 ADTSecunty Services. Inc. 803 South Orlando Avenue Suite J Winter Park. FL 32789 Tele: 407 622 4016 Fax: 407 628 4985 State License # EFOX0949 Y L V iiii 0 OFFICE CON or on a PLANS REVIEWED CITY OF SANFORD RE: Mobilite By Invcare 2101 E. Lake Mary Blvd. ADT requests approval to install access control on 3 doors at this location per our plans and cut sheets. ADT will connect into the existing building fire alarm control panel to give free egress from the 3 controlled doors upon a building fire alarm. Our connection to the FACP will be to an existing relay output designed for this uses and it will not chance the FACPs battery calculations. Please refer to the drawing for device locations and contact me at 407) 628-5050 with any questions. Sinc ly, eill McMahon R 1 1: ME II I 7SD NOV N-1000-IV ACCESS CONTROL PANEL Northern Computers' N-1000-IV panel supports four readers, four relay outputs (DPDT) expandable to 20 outputs, and monitors 16 supervised or unsupervised alarm points. The standard memory on the panel will hold 5,000 card numbers and buffer up to 10,200 transactions. To add more readers or alarm points, simply connect additional panels. The N-1000-IV-X had 8 (DPDT) relay outputs and it is expandable to 24 outputs; 25,000 cards/6600 buffers. The panels operate as total stand alone units with a fully distributed database. All valid card numbers, timezones, relay pulse times, and alarm point shunt times are loaded into the controller's memory. The panel controls access to multiple buildings on a stand alone basis with no dependency on a central computer system. By utilizing distributed technology, no more than 4 card reader or keypads are controlled by a given controller thereby providing naxium reliability. BENEFITS A* 4 reader control panel M Supports all major reader technologies and 12 digit ABA card formats FOUR READER A& Distributed database for independent operation ACCESS CONTROL PANEL; A* Operates in remote site configurations with dial -up (requires M-9600-2 and N-485-HUB-2) or leased lines L* 25,000 card memory, N-1000-IV-X. 5,000 card memory, N-1000-IV A* 6,600 buffers, N-1000-IV-X. 10,200 buffers, N-1000-IV A* RS-485 and 20 mA communications are jumper selectable A* Compatible with the N-1000-II and N-1000-III A* 16 supervised alarm inputs. Separate inputs for tamper switch and primary power fail monitoring M DPDT Form C relays; 4 on N-1000-IV, 8 on N-1000-IV-X 63 time zone control card access, relays and alarm points 40 Relays are "time -programmable" for automatic control. M 12 VDC Battery Backup r* 12 VDC, 500 mA output for Reader/IR devices 0 0 0 00 FAYWORTHERN COMMTERS, INC. ORDERING INFORMATION N-1000-IV 4-door access control panel 4 relay outputs 5,000 cards/10,200 buffers N-1000-IV-X 4-door access control panel 8 relay outputs 25,000 cards/6,600 buffers OR SPECIFICATIONS Enclosure - NEMA type 1 with knockouts, tamper switch and key lock Size - 14" H x 16" W x 4" D (35.56 cm H x 40.64 cm W x 10. 16 cm D) Weight - 19 lbs. (7.0 kg) Temperature - 35° F to 110° F (2° C to 43° C) Power -16 VAC 40 VA or 12 VDC 2 Amp Battery - 12 VDC 4 A/hr (standard) Distance Limit - 4000' or 1200 m with RS-485 multi -drop 2000' or 600 m per leg with 20 mA loop Consult your Northern Sales Representative for more information. 5007 South Howell Ave. Tel: (414) 769-5980 ADEMCD Milwaukee, WI 53207 (800) 323-4576 G Fi 0 U FP www.nciaccess.com Fax: (414) 769-5989 INTEGRATED SYSTEMS ka he Using the latest techniques in advanced surface mount technology, the Pro Series readers from HID offer high reliability, consistent read range characteristics and low power consumption in a single, easy installation package. The reader head contains a single chip microprocessor which decodes the signal from the card and transmits it to the reader head. Once verified, the proximity reader head transmits a signal to the reader electronics. To send out another data stream, the card must be removed from the general proximity of the reader head and be presented again. A variety of proximity cards are available including keytags, PVC printable cards and clamshell style badge. MiniProx Readers: Available with Wiegand or Clock -and -Data interface Allows easy upgrade from magstripe to proximity reader; no rewiring or pulling of new cable required Mounts directly onto metal with no change in read range performance MaxiProx Readers: Long read range distance, up to 22" Autotune allows read range to be maintained within four inches of metal Wiegand, Clock -and -Data and selectable serial outputs available Parking Hold" feature allows connection to a loop detector to ensure accurate detection of vehicles in parking lanes ThinLine II Readers: Housed in a two-piece, weatherproof potted enclosure (unobtrusive) Easily installed and maintained with the use of replaceable covers Available with a Wiegand or Clock -and -Data interface h Use online @ www.nciaccessworld.com HID PRO Series PROXIMITY READERS Pro Series readers use an advanced signal processing technique to communicate with proximity cards and keytags All proximity readers operate on low power for extended reader operation Pro Series readers are designed to provide protection against reader tampering The Pro Series readers are sealed in a rugged, weatherized polycarbonate enclosure to withstand harsh environments An LED indicator on the Pro Series readers visually confirms a successful read Pro Series readers are warranted for two years from date of shipment Available with Wiegand or Clock -and -Data interface Weatherproofed for use both indoors and out Provides high reliability, consistent read range characteristics and low power consumption in a single, easy -to -install package TD5153rev1101 ProxPoin? Plus Readers: e Combines the popular features of the ProxPro® reader with a thin, inconspicuous housing, longer read range and new mounting configurations e Standard capabilities include multicolor LED, internal or host control of LED and/or beeper and beeper "off" switch for silent operation Offers Wiegand protocol interface compatibility with all standard access control systems ProxPro"" Readers: Internal or host control of LED and/or beeper and a beeper "off" switch for silent operation e Provides Wiegand protocol interface compatibility with all standard access control systems Offers an optional, fully integrated personal identification number (PIN) keypad for heightened security SPECIFICATION CHART: ORDERING INFORMATION Order # Description PRPNTPLBK HID ProxPoint Plus Reader, 3", Black PRPNTPLCG HID ProxPoint Plus Reader, 3", Charcoal Gray PRPNTPLWH HID ProxPoint Plus Reader, 3", White PR-MINI-PROX HID 5 Volt MiniProx Reader, 4" PR -THIN Thint-ine 11 Switch Plate Reader, 5", Black PR-P-PRO HID ProxPm Reader, 8" PR -PRO -GM ProxPro Plus w/Glass Mount PR-P-UB Glass Mount for PR-P-PRO PR-PROXPRO-K2 HID ProxPro Reader with integrated Keypad 8" PR -MAX -PRO HID MaxiProx Reader, 22" (requires PS1.24E and (2) BAT-12V-7A) PROXPOINT PLUS MINIPROX THINLINE II PROXPRO MAXIPROX Description Digital prowmty reader wth max. read range Digital prowmty reader for door mullions Praodmty card reader, single gang box mounting Digital pro amity reader single- gang US (keypad a Bass- mount optional) Digital prowmty reader wd increased read range For parking control Dimensions 3.135x172x0.66in1 7.96 x 4.37 x 1.68 an 60x1.7x1.0in/ 15 2 x 4.3 x 2.54 cm 4.70x3.0x0.68in/ 11.9x7.6x1.7an 5Ox50x10in/ 127x127x2.54cm 11.8x11.8xIOin/ 30 0 x 30 0 x 2.54 an Max. read range' Up to3in/7.5cm Up to5.5in/14cm Upto5.5in/14an Upto81n/20cm Upto8inl20an Environment Indoor / Outdoor Transmit frequency 125kFtr Power source 5-16 VDC 5.16 VDC 5.16 VDC 10-28.5 VDC 12 or 24 VDC Current Current (DC) Average 30 mA, Peak 75 mA Average: 30 mA (5 UDC); 20 mA (12 VDC) Peak: 110 Y1(5 VDC); 110 mA (12 VDC) Average: 30 mA (5 VDC)', 20 mA (12 VDC) Peak: 110 mA (5 VDC); 115 mA (12 VDC) Average: 100 mA (12 VDC) Peak: 120 mA (24 VDC) DC Current at 12V Avg. 200rnA, Peak 7OOmA DC Current at 24V. Avg. 26DnA, Peak 1 2A Indicators Single th-color with buzzer attdio indicator (green - yellow - red) Tamper protection Includes a tarrper switch to provide electronic ratification of reader tartpering Humid 0-95%relative humidity non -condensing Temperature 22° to 150" F/ -30" to 65" C Weight 27 oz. 175 g 35az / 100 g 1 3.3 oz. / 95 g 12 oz. / 335 g 51 oz. / 1.4 kg Color Cray, Beige, Black a White Gray, Beige. Black or White I Gray, Beige, Black or White Gray or Beige I Charcoal Certifications CanadaAlL 294 Unted Access Control System Units, FCC Certification, United States; Canada Certification; CE Mark, Fifteen EU Countries under the RBTTE Directive ( EN60950- ITE Electrical Safety, EN 300 330- SRD, and ETS 300 683 - EMC) IEC60950, ITE C8 Scheme Electrical Safety, Australia C-Tick Marts; New Zealand EMC. Mawum read m' t va an cal environment of installation and credential used. HID is a registered trademark of HID coToration, 5007 South Howell Avenue Use online @ www.nciaccessworld.com Milwaukee, WI 53207 414 769-5980 414 769-5989 Fax http:// www.nciaccessworld.com Q2E! he Copyright ® 2001 Northern Computers, Inc. - All Rights Reserved ® U.S. Registered Trademark TD5153rev1101 PN#500-10100 0 A5066 Page Rev: A.2, 1/00 ICCURITRON Is uL ' O gool SECURITRON POWER SUPPLIES MODELS BPS-12-1,-24-1 AND PM-12-1, 24-1 OPERATION AND INSTALLATION INSTRUCTIONS 1. DESCRIPTION Securitron's Model BPS-12-1 is a 12 volt, 1 amp power supply delivered in a single lockable enclosure with the line voltage connection to be made by screw terminals. Model BPS-24-1 is the same unit with 24 volt, 1 amp output. The "PM" units of both voltages are similar except they employ separate plug in transformers which interconnect with a circuit board housed in a steel enclosure. Since the transformer plugs in to a wall socket with the PM units, installation does not require the services of an electrician. All units feature regulated, adjustable power with integral sealed lead acid/gel cell battery charging capability. All units also meet Class 2 electrical requirements, which means under the National Electrical Code that output wiring need not be in conduit. Always check with your local building department to make sure you are complying with applicable wiring codes before installing these units. 2. SAFETY Two hazards are present in the BPS series supply. Line voltage input presents a high voltage shock hazard and the battery output presents a high energy hazard. If shorted, the battery output can generate sufficient heat to ignite some materials. To insure safety, note first that the cover LED is on whenever the supply offers danger, which is either if it is receiving line voltage or if batteries are operating. The supply must only be opened by trained service personnel when the cover LED is on. The PM series supply employs a separate plug in transformer so there is no high voltage hazard in the enclosure. It does however present the same high energy hazard within the enclosure when a battery is present. 3. OPERATING CHARACTERISTICS 3.1 (BPS SERIES ONLY) LINE VOLTAGE INPUT 110-120 VAC should be input to terminals "H", "N", "G", as shown in the drawing. The line voltage current drawn by the power supply module will be approximately 500 mA 3.2 (PM SERIES ONLY) TRANSFORMER CONNECTIONS The transformer should be plugged into a wall socket which is furnishing 115 VAC. Note that it is generally possible to add a screw so that the transformer is mechanically secured to the wall. Current draw from the wall socket will not exceed .5 Amp and this is so low that there is normally no concern about overloading the circuit breaker on the line. Next, use the two conductor cable which is found in the enclosure. Prior to plugging in the transformer, connect the spade terminals to the output screws on the transformer body (this is the low voltage AC output) and connect the stripped ends to the low voltage AC input terminals on the circuit board (see Figure 2). There is no polarity to this connection despite the fact that the wires are colored red and black. Finally, a safety point: If you short the transformer output terminals, the transformer which is current limited) will endure the condition for a couple of minutes and then "burn out" into an open circuit condition (it will supply no further current). The factory can furnish a replacement Copyright, 2000, all rights reserved • Securitron Magnalock Corp., 550 Vista Blvd., Sparks NV 89434, USA Tel. (715) 355-5625 • (800) MAGLOCK • Fax: (775) 355-5636 • Website: www.securitron.com An ASSA ABLOY Group company ASSA ABLOY Rev. A.2, 1 /00 Page- 2 transformer. The Securitron part numbers are: 430-11000 for the 12 V version and 430-11100 for the 24 V version. 3.3 DC OUTPUT AND VOLTAGE ADJUSTMENT The DC capacity of the supplies depends on the exact voltage that is set and on whether or not batteries are employed. The supplies can output 1 Amp when set at precisely 12 or 24 VDC. However, we recommend that supplies not be operated at maximum capacity. This reduces the possibility of heat induced failure and also allows for later expansion of the installation. When the supply is used with batteries, available current capacity is reduced. This is because the voltage must be set higher to 13.5 or 27 volts (these are the factory set values) and also because some current is used to charge the batteries. 900 mA should be considered the maximum output of a supply used with batteries. 3.4 BATTERY CHARGING CAPABILITY The power supply incorporates a battery charging circuit appropriate for standby rated sealed lead acid or gel cell batteries. Dry cell or NICAD batteries must not be used. Batteries are an option. The power supply can be used with or without them. The battery pack of the appropriate voltage is merely connected to the red and black battery leads following correct polarity. The batteries will be kept charged at all times by the power supply acting in concert with the components on the board. In the event of a line voltage power failure, the batteries will automatically drive the load. If the emergency release terminals are opened, battery power will, however, be cut off just as normal power from the power supply would be. z 150 MA 0 300 MA w 500 MA 750 MA U FIG. 1 BATTERY PACK SELECTION CHART TO DETERMINE SIZE OF BATTERY PACK BACKUP TIME DESIRED MIN 1 HR 2 HR 4 HR UL STD. 8 HR 16 HR 24 HR 48 HR 72 HR 4 AH 4AH 4 AH 4 AH 4AH 4 AH 4AH 8 AH 8 AH 12 AH 4 AH 4 AH 4 AH 4 AH 4 AH 4 AH 8 AH 12 AH 16 AH N/A 4AH 4AH 4AH 4AH 4AH 8AH 12 AH 16 AH N/A N/A 4 AH 4 AH 4 AH 8 AH 12 AH 12 AH 16 AH 20 AH N/A N/A MIN" TIME REFERS TO FACILITY USING EMERGENCY GENERATOR WHERE THE BATTERIES ARE ONLY REQUIRED TO OPERATE THE SYSTEM FOR UNDER 3 MINUTES UNTIL THE GENERATOR TAKES OVER U.L. STANDARD REQUIRES 4 HOURS OF BATTERY OPERATION FOLLOWED BY A 24 HOUR RECHARGE PERIOD AND THEN A SECOND 4 HOURS OF OPERATION BATTERIES MUST BE SEALED LEAD ACID OR GEL CELL TYPES. DRY CELLS WILL NOT RECHARGE AND WILL BE DAMAGED. THIS CHART IS ONLY VALID IF BATTERIES ARE OPERATED AT ROOM TEMPERATURE. IN A COLD ENVIRONMENT, CAPACITY IS REDUCED. BATTERIES SHOULD BE REPLACED AFTER 5 YEARS OF USE. MAGNALOCK- ANEEMEMM MAGNALOCK OVERVIEW The Electromagnetic Lock System That Will Outlast Your Building Magnalocks are designed to secure any type of door or gate that closes against a fixed stop. The product consists of an electromagnet which mounts on the fixed frame and a strike plate which mounts on the moving door or gate. The strike plate is delivered with fasteners that permit it to flex so that when the door closes, it automatically self aligns with the magnet. Magnetic force then takes over, strongly securing the door. Release is achieved by switching off power to the magnet. CHOOSE THE INDUSTRY LEADER Securitron has been making electromagnetic locks since 1971 and has stayed at the forefront thanks to a continu- ing program of engineering improvements. In security industry trade journals, both installing dealers as well as end users have consistently chosen the Magnalock as the most highly preferred product. We attribute this not only to the product's features but to its proven performance in demanding applications world-wide. CHOOSE FROM A COMPLETE FAMILY The Model 62 series offers high security (1200 lbs.) With this strength, entry typically cannot be forced without the aid of special tools or before the door or frame gives way. It's recommended not only for any high security opening but also for outdoor use on all types of gates. Magnalock Model 62 in a vertical mount on an alum- inum frame glass door. Shown with TSB-3 Exit Bar and Model OK-25 digital keypad. The Model 32 series offers a "traffic control" level of secur- ity (600 Ibs.) similar to electric strikes and is recommended for applications where a physical assault on the door is not expected. In these applications, the Model 32 brings the advantages of lower cost and more compact size. Finally a wide range of options allows you to select the proper unit to meet electronic and physical mounting consideratons. TECHNICAL DATA Holding force: 62 series: 1200 Ibs; 545KG 32 series: 600 Ibs; 273Kg Environment: 40 to 60 C; -40 to 140 F Suitable for outdoor use (NEMA 4X equivalent). All ferrous metal surfaces plated to Milspec. Magnet case: brushed stainless steel standard. Power Required: 62 series: 250 mA at 12 VDC or 125 mA at 24 VDC 32 series: 300 mA at 12 VDC or 150 mA at 24 VDC Voltage tolerance: -10% +30%, unregulated acceptable. Size: 62 Magnet: 8" x 3" x 1-3/4" Strike: 6" x 2-3/4" x 1/2" 32 Magnet: 8" x 1-3/4" x 1-1/2" Strike: 6-1/4" x 1-5/8" x 1/2" How To Order 62 - 12; 32 - 12 (12 Volts) 62 - 24; 32 - 24 (24 Volts) Add "I"for face mount version Inswinging door) Add "S" for Senstat voltage version Add 'C" for Senstat contact version Add "G" for conduit fitting (62 series only) Add 1" for indicator light (62 series only) Patents: U.S. patents granted on Senstat feature and 62 series internal electronics 4,516,114 & #4,682,801 Approvals: (62 series only) Underwriter's Laboratories: SA6635 and S4615 Underwriter's Laboratories of Canada- CMS140 TUV (Germany): 46890009 Baumuster Gepruft California State Fire Marshall: 4138-923: 100 NYC Board of Standards and Appeals: 801-80-SA City of Cleveland: S-5-89 US Veteran's Administration: M.P.3 Part III US Department of Defense: Listed Strike plate mounting CMi YiT.ME]RnS .•f rv:•E5 e j/''% aca; rani wr.,.so.•s..w l, i Model 32 and Model 62 series strike plates. rrr .s•. .. - I wrae, e.,ewn., n¢,•er C 0 , O0.O Wtl,fM ,.4 , r ,,, lCCaf' W Xaf`n Model 32 series. uXE• s XEXI.l'r,! ".Mr fir!"iN /E,S4N: I J,fxlNF Y,l1, C•, Model 62 series. SECURITRON MAGNALOCK CORP. 550 Vista 13A., Sparks NV 89434 702) 355-5625. (80C) MAGLOCK, Fax: (702) 355-5636 An ASSA AJLOY Group company AS.SA ABLDY MER OVERVIEW EXIT CONTROL A Variety Of Illuminated Exit Buttons To Deactivate Any Electric Lock PB2E ME PB2H PB EEB2 Securitron manufacturers a wide variety of exit pushbuttons for security applications. All units are mechanical except for the unique SP-1 which employs touch sensing technology. The series features mounting on brushed stainless steel plates and includes an exit prompt instruction for each model. Hookup is from colored flying leads or labeled screw terminals. These exit buttons are attractive, rugged, reliable and suitable for installation anywhere. The most common ap- plication is momentary or timed release of an electric lock. This may be accomplished by direct hookup or by signaling the Request to Exit REX) input of an access control system. Note that depending on the door and locality, it may require the use of an exit device that will re- lease the lock with one motion, such as Securitron's Touch Sense Bar. Check with the local building or fire department. MODEL SP-1 The remarkable SP-1 uses patented Securitron touch sensing technology to create a push panel with no moving parts. It operates with a simple touch — even through gloves. Use is quick and conven- ient and there is nothing to wear out or break off. In the field of push controls, the SP-1 is the ultimate product. The SP-1 includes an internal timer so that a brief touch will operate the unit for up to 25 seconds. It features 1 Amp DPST contacts and has a mechanical redundant backup switch for extra reliability. The unit is delivered complete with a brushed stainless steel face plate, surface mount plastic backbox and 16 ft. cable. Surface mounting is necessary for touch sensing as the plate must be isolated from the wall. The unit is oversized so that it can be mounted over a single gang cut- out and mounting hole positions allow use of the standard female holes in a single gang cut-out. A three part vinyl decal is included to provide the appropriate prompt to the user and a red LED is incorporated in the backbox which illuminates when the unit is touched. For ADA compli- ant systems, an optional decal with & symbol is available (SP-1 LH). l PB5 EEB3N pB3N P84N PB3EN.-:, Yes Yes Yes Yes Yes No No Optional Optional No Add -N- Add ""N"" Optional No No Add "ER- No No non -ilium.) No Yes No Yes No Yes No Yes No No No No Field Optional Yes Modify Add -2" 7 Amps 10 Amps 3 Amps 4 Amps 10 Amps Yes Yes Yes Yes Yes Optional No Optional Optional No Add "'A.. Add ""A"" Add "A" No Optional Optional No Optional Add " E" Add -E*' Add "E" Yes No No No No 0EXITUNTROUPUSH BUTTONS 1ECURITROW -1-800-MAGLOCK (624-5625) • www.securitron.com MODEL PB Top of the Line" The model PB features an in- dustrial grade 1-1/ 2". mushroom but- ton with 7 Amp DPST(NO/NC)con- tacts. It is water- proof (NEMA4) and includes 12-24 VDC bi-color illumination. The button itselt illuminates green from a multi -chip LED and there is also a super -bright red LED . Momentary or alternate (Model PBA) contacts may be chosen and the switch is UL listed. The model PB is available on single gang plates only and is delivered with an indoor backbox. MODEL PB3 Smallest Size and the Most Options The P133 is a compact (1" x 1-3/4") push button which is also short in length so it can be supplied on a narrow stile plate Model P63N) and in- stalled directly on aluminum glass door narrow stile frames. The P133 switch has 3 Amp, DPST, UL listed con- tacts and it can be converted to DPDT in the field. A backbox is sup- plied on single gang versions and 12-24 VDC bi-color illumination is standard. An alternate action version (Model PB3A) is available, as well as a non -illuminated version (Model P63E). A surface mount version is available (PB3ER), which is perfect for mounting under a desk. MODEL PB2 Large and Tough The model P132 features a large (2" Diagonal) flush button, which is illuminated by a 25,000 hr. 12/24 VDC incandescent bulb. It includes a super -bright red LED i and is available with momentary operation on a single gang plate only. It has SPOT 10 Amp con- tacts and is delivered with a backbox. More economical is the P82E, which is a non -illumi- nated version (backbox not fur- nished). For ADA compliant sys- ' terns, a version with & symbol is madet?STH available (P132H and PB2EH). A final choice is the PB5 and PB5E (non illuminated version). This unit features a 2" round button operator in red which is required in some areas. The P135 series also has a double pole contacts. MODEL EEB2 Timer Integration Securitron integrates a 30 sec- ond timer function into two existing but- ton designs. Model PB2E becomes the model EEB2 for single gang applica- tions, and the model PB3E becomes the model EEB3N for narrow stile mounting. The resultant package integrates with a motion detector —like Securitron's model XMS—to provide code legal exit or Access Controlled Egress Doors. MODEL PB4 Best Damage Resistance The PB4 in- corporates an all - steel button, which has been specifically designed to resist se- vere attacks such as hammer blows. SPOT contacts are rated at 4 Amps and a bi-color (red/green) LED is standard. Momentary oralter- nate (Model P64A) contacts may be selected and the unit is available on a single gang narrow stile (Model PB4N) stainless steel plate. The single gang version is delivered complete with an indoor backbox and finally, DPDT contacts may be specified (Model PB4-2). ORDERING INFORMATION Pan Number Ducr peion Paco EEB2 Emereacy Exit Buttoq Single Gangll lil4 30 end Timeram EE83N Emergency Exit Batton Narrow Stile Wd h 30 Second Timer PB Push Button 1-112 Round MomentarySingle Gang M PBA Push Button i-1A Round Alternate Single Gang 41111111111111 P82 Push Button Y Square Momentary SPOT Single Gang V9 PB2H Push Button r Square Momentary With Handicap PB2E Push Button t Square Momentary Economy Single Gang P82EH Push Button 2' Square Momentary Economy w/Handicap PB3 Push Button 3/0 Recta ngle'Momentary Single Gang P03A Push Button 3/4" Rectangle Alternate Single Gang ONO P133AN Push Button 3/4' Rectangle Alternate Narrow Stile ow PB3E Push Button 3/4' Rectangle Momentary Economy Single Gang > PB3EA Push Button 3/4 Rectangle Alternate Economy Single Gang PB3EAN Push Button 31C Rectangle Alternate Economy Narrow Stile P63EAR Push Button Remote Alternate Economy Surface Mount W P63EN Push Buttoa3l4' Rectangle Momentary Economy Narrow Stile P03ER Push Button Remote Momentary Economy Surface Mount PB3N Push Button 3/4" Rectangle Mom Narrow Stile PB4 Push Button 1" Stainless Steel Momentary Single Gang PB4- 2 Push Button 1" Stainless Steel Momentary DPDT Single Gang JVW PB4A- 2 Push Button 1" Stainless Steel Alternate DPDT Single Gang 4W PB4AN- 2 Push Button 1" Stainless Steel AltemateDPDT Narrow Stile PB4N Push Button 1" Stainless Steel Momentary Narrow Stile am P64N- 2 . Push Button 1" Stsinless Steel Momentary DPDT NarrowSfile Im PB5 Push Button 2" Diameter Red Momentary DPDT-S/G With Light OW PB5E Push Button 2" Round Red Momentary DPDT S/G Without lights 1110 SP- 1 Touch Sensor Plate SP- 11. Sensor, Plate Label SP- 1LH Label Touch Plate Handicap Decal Blue Vinyl 94 P = // /} G 3r i . u PN#500-10200 ECURITRON L, page t Rev. A.2, MID oa SECURITRON TIMEMATE MODELS TM-9 INSTALLATION AND OPERATING INSTRUCTIONS 1. DESCRIPTION The TimeMate is a miniature "off delay" timer which operates on 12 VDC, 24 VDC or 24 VAC and provides a digitally set delay time of up to 35 seconds. The TimeMate has a 3 Amp SPDT relay output. When the trigger wire (YELLOW) is closed to the +V input (RED), the relay energizes. As long as the trigger wire is receiving +V, the relay remains energized but timing does not begin. When. +V power is removed from the trigger wire, the relay remains energized until the set time expires (off delay function). At that point, the relay deenergizes until the next trigger operation. Note that the TM-9 is retriggerabie. This means that if the trigger wire receives power in the middle of a timing operation, the relay stays energized while the previous timing cycle halts. When power is removed from the trigger, a new timing cycle begins. As long as trigger events keep occurring prior to a cycle timing out, the relay stays energized. The most common application for the TimeMate is as a "pulse extender". There are many situations where a momentary manual switch closure is used to control a device and also where the operation must be extended for an amount of time. Operation of the switch activates the TimeMate, whose relay then engages or releases the device for up to 35 seconds. It is as if the switch was held for that amount of time. A common application is to have a keyswitch or push button mounted in an outlet box whose function it is to release an electric lock. Without the Timeklate, use of the door is a 2 handed operation. The switch is operated with one hand and the door is pushed open with the other. When the Timefvlate is added, momentarily operating the switch releases the lock for enough time for a person to conveniently move through the door. Integration with an outlet box mounted switch is the reason for the TimeMate being packaged in a miniature plastic box. in most cases, the TimeMate can be installed in the outlet box with the switch. Alternately, the TimeMate may be mounted on tine rear, top or side of the outlet box using the supplied double stick tape. 2. OPERATION AND WIRING The TimeMate requires 12 VDC, 24 VOC or 24 VAC for operation . It will, not operate on 12 VAC. It draws no current when "at rest" and 27 mA @ 12v or 38 mA ) 24v when the unit is timing. It is most convenient to operate the Timetvlate on the same power supply that ooerates the electric lock or other load. DC voltage need not be rey is acceptable.) uiated (transformer +bridge rectifier Voltage selection and time setting are all a,:complisheo by use of the five dip -switches which are accessible on the unit. Dip -switch #5 seiects the voltage: ON=12V; OFF=24V. Be sure you set this switch correctly as the unit will be damaged if it is set for 12 volts and operated on 24. Four drawings are shown or. the other side of this sheet. The first shows general operation of the unit which is valid for a broad range of uses. The se,-cird shows wiring for control of electric locks. Note that you use the blue or green wire for lock hookup depending on whether the lock is fail secure (released when energized) or fail safe (secure when energized). Note also that this connection is valid only when the same power supply operates the Timefvlate and lock. The third drawing shows a more reliable way of wiring DC fail safe locks. We call this "double break" wiring. It does require the use of an SPDT switch as the drawing shows. Power to the lock is routed through the switch's INC contacts as well as tnrough l the TimaNiate's NC reia contacts. When the Tin I late is triggered from the switch's NO contacts, the relay breaks power to the lock. The switch itself also breaks power to the lock which is why this connection procedure is called "double break". The advantage is that should the timer fai! for any reason, the door can still be released from the switch for 2 handed exit until the timer can be replaced. The fourth drawing shows time setting. Note the five position dip switch. Be sure you can identify the ON/OFF state of each switch. ON is towards the numbers. Switches 1-4 can be set in 16 different comoinations (matrixes) which yield 16 different delay times, in seconds, as are shown in the chart. The factory set value is 5 seconds which is displayed in the drawing. Note that actual time can vary by about 10% from the "nominal" time which is displayed, so test the unit prior to completing the installation. If it is `fast' or "Stow", you can choose the adjacent Dip Switch Matrix setting to yield the exact time you require. D Copyright, 2000, all rights reserved . Securitron Magralock C : o . 550 ,'ista Biv7.. Sparks NV 89434. 'JSA Tel. (7751 355-5625 + (800) MAGLOCK •Fax: (775) 355-5638 Vyebsite: kww.securitror, ccm An A53A ASLOY G(OUO acm ar.y ASSA ABLOY Rev. A.2. 9100 Page 2 TIMEMATE: GENERAL OPERATION NOTE: DIP SWITCH #5 12 VDC, 24 VDC OR SETS VOLTAGE: 24 VAC POWER SUPPLY ON=12V OFF=24V BLACK (NEG OR AC IN) i RED (+V OR AC IN) j DIP SWITCH ACCESS YELLOW (TRIGGER) WHITE (REL. COM) GREEN (REL. N.C.) MOMENTARY CLOSURE BETWEEN +V IN BLUE (REL. N.O.) AND TRIGGER OPERATES RELAY FOR TIME SET TIMEMATE: 12 VDC, 24 VDC OR 24 VAC ELECTRIC LOCK CONTROL N.O. SWITCH F— YELLOW BLUE4IF FAIL SECURE 0c — -- POWER AC RED WHITE TIMEMATE GREEN(IF FAIL SAFE LOCK SUPPLY .OR _.__.. TIMEMATE: DOUBLE BREAK WIRING FOR FAIL SAFE DC LOCK SPOT SWITCH POWER I + C NC WHITE GREEN — ---- SUPPLY RED! TIMEMATE FAIL SAFE BLACK! D.C. LOCK TIMEMATE: DIGITAL TIME SETTING O O Z TIME SETTING MATRIX r— TIME SETTING MATRIX TIME SETTING MATRIX TIME SETTING P,tATRIX T /0LTAGE SET FOR 24 VOLTS 12 VOLTS NOTE: FACTORY SET 5 SECOND DELAY IS SHOINN iN DRAWING SW#1 SW#2 SW#3 SW#4 TIME Zone of detection easily adjustable with pinpoint accuracy Unlocks or shunts door automatically Hands free! No buttons to push! Integrated 90dB local door alarm sounder independently controlled by access panel 4 models available X-Y TargetingTM targets a specific area of detection Infrared detection coupled with DSP prevents false "door forced open" alarms Y. , s ..,..i._ ., __...... . ,. _•, ,. . , ._.... i....i cn .u>.T';;'3t., . _ Y.,.a._ . _ _....u_: -e:bc . z vs......, ...._........r>_... . q The T.Rex creates a new standard and provides a complete solution to exit detection and door surveillance for access control applications. Outstanding innovations such as X-Y Targeting'" and DSP implementation make the T.Rex the fastest and most reliable exit detector on the market. X-Y Targeting targets a specific area of detection for added security T.Rex is the first detector on the market to offer vertical detection targeting using two adjustable louvers located in the detection chamber. The installer trims" the detection area by adjusting these louvers from 90o down to a minute 5° and rotates the lens for horizontal adjustments. These two adjustments allow the installer to mount the detector so that the detection area will not "hit' the floor along the doorjamb, defeating any attempt to circumvent door supervision by sliding objects under the door. Infrared detection coupled with DSP prevents false Door Forced Open" alarms T.Rex utilizes infrared detection coupled with DSP (Digital Signal Processing) sampling specifically designed for access control applications. Since a truly effective exit detector must detect the extremely fast movement of a hand the target) about to push the door or turn the door handle, the low sensitivity of intrusion detection alone is inadequate. Coupling the intrusion detection with DSP allows T.Rex to accurately detect exits and cause appropriate "Door Forced Open" alarms. Technical Specifications Detector type Passive infrared Filter technology Digital Signal Processing (DSP) Detector lens Curtain -type Fresnel lens Detection range_ One hand: 10 ft. (3 m)Whole body: 20 ft. (6 m), Power consumption 12-28 VD_C, 50mA Piezo buzzer 90 d6 at 28 VOC, 5-28 VDC, 20 mA_ (XL & XL2 only) Main relay contacts SPDT, 1 A max. @ 30VDC max. Main relay timer Adjustable, 1/2 to 60 seconds Main relay recycle time Fixed, 3/4 second off Lock control relay Available on LT2 and XL2 models only, Solid state relay, N.C., 2A max. 30VDC, Timed at 2 seconds fixed Tamper switch _ N.C.,100 mA max. @ 30VDC max. Dimensions (HWO) in. 1.75 x 7.13 x 1.88 Dimensions (HWD) cm 4.5 x 19 x 4.75 Indicator light Red / Green LED Certifications -- UL294,— CE, FCC, UL--C - ---- ---- -- -- Detection Pattem 7 ft. 2.2 m) 3 m )- l1 Single Door Mounting Positions o Best Not recommended I Ordering Information: T.REX-LT Tamper and timer (White) T.REX-XL Tamper, piezo, and timer (White) T.REX-LT2 Tamper, timer, and 2 relays (White) T.REX-XL2 Tamper, piezo, timer, and 2 relays (White) LREX-XLBLK Tamper and timer (Black) T.REX-XL2BLK Tamper, piezo, timer, and 2 relays (Black) Tililkfi Pit FWKOW sefefon' i pers: Latch, FaWslow defection, LED disable. kille aced by plem for doer alarm. o an byre wE thghixviNora t6 step diplfel 1" r from 0.510 60 secorxl5 X-Y ter~ using two adjustable lowers to hdrpet a specific area of do" Bred ruing si With auromadc envy Dry canted Powertemiil and tamper on 1-4504444040. Fad 1,4,5=444-2029 i. , twd aabblo S ft a m daW wanotA room. free:1-888-KANTECH (1-BW526-8324) P1W 0ai*0 mom mvn hwwn may be arse iaw mar - s kattteetixom ; { tradee to d amcamper Ncc- i. 3ry.x r.y.:+,.c'sa._..c,.•rc.'i'.,.k:xrv_r..a r. ls e '^ -.:: .... .. '.. .- •- ...R.uF.,.w.' ,L., s: CITY OF SANFORD PERMIT APPLICATION Permit # : Job Address: Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical _ Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories: Mechanical Plumbing Fire Sprinkler/Alarm 1'Pool _ Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial ::-:---Total Square Footage: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Q;?^ 20— 31—.300 — 0 23 4 " 0000 (Attach Proof of Ownership & Legal Description) Owners Name & Address: d /t' Caetiro, rhg14coV,- p Contractor Name & Address: KO / A0l J, // (/fy O /OFOG /%"i j/'' t State License Number: r 0 d9' Phone & Fax: O b 2e D 7L,;K Contact Person: 2!§fl( AIVA O'L Phone: Bonding Company: Address: Mortgage Lender: Address: Architeet/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and y be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of is verify tion that 1 will fy the owner of the property of the requirements o lori Lien L 3. a-7-4 Si acute o wner/Agent Date Signature of ontnctor/Agent Date 705Fr)k (V . n,(A h r STMPA'n! CALA 0,0 2 :71-OS Print Sig na e o Notary -State of Florid Date Jana A PaW M r ott,<twagm D0124= Owner/Agent is '! Personally Kno IvTe or-A0'2004 Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Print Contractor/ gent's N e Signature of otary-State o Florida Date x;i,,V Nancy E Gibson My Commission DD104472 Contractor/Agent is Personally Known orExpireb March 28. 2006 Produced ID Utilities: F D: initial & Date) (Initial & Date) (Initial & Date) emino!e County Property Appraiser Get Information by Parcel Number Page 1 of 2 Personal Property jPlease Select Account PARCEL DETAIL` C1 Back r JYS tea M - eminlAr C 4rnt. I .. ctrs anro et t•'t. i-r^'rti ERNM R 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 3 Parcel Id: 07-20-31-300-023A-0000 Tax District: S1-SANFORD Depreciated Bldg Value: $3,496,210 Owner: INVACARE CORP Exemptions: Depreciated EXFT Value: $121,830 Address: 1 INVACARE WAY Land Value (Market): $236,967 City,State,ZipCode: ELYRIA OH 44035 Land Value Ag: $0 Property Address: 2101 LAKE MARY BLVD E SANFORD 32T73 Just/Market Value: $3,855,007 Facility Name: Assessed Value (SOH): $3,855,007 Dor: 41-LIGHT MANUFACTURING Exempt Value: $0 Taxable Value: $3,855,007 SALES Deed Date Book Page Amount Vaclimp 2004 VALUE SUMMARY WARRANTY DEED 02/2003 04718 0529 $100 Improved iuii4 Tax Bill Amount: $80,049 WARRANTY DEED 02/1994 02735 1871 $3,800,000 Improved 2004 Taxable Value: $3,905,775 WARRANTY DEED 1211983 01512 1461 $168,000 Vacant DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 0711983 01470 1960 $168,000 Vacant ASSESSMENTS Find Comparable Sales within this DOR Code LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value SEC 07 TWP 20S RGE 31 E W 871.2 FT OF N 625 FT SQUARE FEET 0 0 473,933 .50 $236,967 OF SW 114 OF SE 114 (LESS RDS) BUILDING INFORMATION Bid Num Bid Class Year Bit Fixtures Gross SF Stories Ext Wall Bid Value Est. Cost New 1 MASONRY PILAS 1984 11 11,312 1 CONCRETE BLOCK -STUCCO - MASONRY $331,529 $439,111 2 MASONRY PILAS 1984 16 56,560 1 CONCRETE TILT UP - MASONRY $1,704,533 $2,257,659 Subsection / Sqft UTILITY UNFINISHED / 299 Subsection I Sqft CANOPY / 580 Subsection / Sqft CANOPY / 600 3 MASONRY PILAS 1989 6 44,800 1 CONCRETE TILT UP - MASONRY $1,460,148 $1,813,849 Subsection I Sqft CANOPY / 1052 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New COMMERCIAL CONCRETE DR 4 IN 1984 44,974 $42,725 $89,948 COMMERCIAL ASPHALT DR 2 IN 1984 30,720 $12,112 $25,498 WALKS CONC COMM 1984 2,950 $2,803 $5,900 POLE LIGHT CONCRETE 1984 4 $560 $560 LOAD RAMP 1984 525 $374 $788 http://www.scpafl.org/pls/web/re web.seminole county title?PARCEL=072031300023A0000&c... 11/8/2004 tanlananta nnlamn®amoaoanat®nan THIS INSTRUMENT PREPARED BY. Name: William J. McMahon Address: 803 S. Orlando Ave. Suite J Winter Park, F132789 NOTICE OF State of Florida Permit No. WYAW NORSE, CLERK OF CIRCUIT COURT SENINOL.E COUIM BK 05623 PS 1694 CLERK'S 0 2005030809 RECORDED 02/P3/8005 10:13rS4 AN RECORDING FEES 10.00 COMMENCEMED 8Y L NCKinley County of: Seminole Tax Folio No. (PID) 07-20-31-300-023 A-0000 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of property and street address) SEC 07 TWP 20S RGE 3 1 E W 871.2 FT OF N 625 FT OF SW 1/4 OF SE 1/4 (LESS RDS) 2101 E. Lake Mary Blvd. GENERAL DESCRIPTION OF IMPROVEMENT Install access control system and connect to existing FACP for free egress on building fire alarm OWNER INFORMATION VARYAIiME M(Wft Name and Address CLERK OF CIRCUIT COURT Invacare Corp. 1 Invacare Way Elyria, OH 44035 Interest in property (Fee Simple, Leasehold, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (If other than Owner) CONTRACTOR Name and address ADT Security 803 w Winter Park, F132789 EF0000949 SURETY (Bonding Company) Name and address N!A Amount of Bond LENDER Name and address N/A Persons within the state of Florida designated by Owner upon whom notice or other documents may be served as provided by Section. 713.13(1)(a)7., Florida Statutes: Name and address See Owner Information above In addition to himself, Owner Designates N/A Of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement The expiration date is 1 year from date of recording unladifferent date is specifre Sworn to and subscribed NOTARY: oMe A POW my cam*" W124076 E*m A„awt0a, 200ea of (Avner Jb S it f' > 1N. J !J A/ Day. of K'_bructVq , 2 SEAL: •q 1 f ` P-440— Printed Name of Notary Commission No. and Expiration Date i CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-3300--5l6777 DATE: 4 PERMIT #:) BUSINESS NAME / PROJECT: A CIA vp'- ADDRESS: I © 4; tAKe— M4% _GP PHONE NO.: FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] F. A. [-b F.S. [ ] HOOD [ ] PAINT BOOTH [ BURN PE"IT ( J TENT PERMIT ] TANK PERMIT [ ] OTHER `! J TOTAL FEES: $ (((PER UNIT SEE BELOW) , cATa COMMENTS: _>e—q—>— LSLU'i•tl— . Address / Bldg. # / Unit # ScLuare_ Footal-e Fees ner Bldg. / Unit 2. 3. 4. 5. 6. 7. 8. 9. 10. 12, 13. 14. 15, 16. 17. 18, 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of S ord, Florida. Sanfor ire r vention Division Ap ant's Signal e ybi Yes, you can. - City of Sanford Dan Florian, Building Official P.O. Box 1788 Sanford, FL 32772-1788 RE: Prepower Inspection Request for 2101 East Lake Mary Blvd. Sanford, FL 32773 To Whom It May Concern: lim'I'14, This letter is written to request a prepower inspection for the address referenced above. Please be advised that such building will not be occupied until the Certificate of Occupancy has been released. Sincerely, a.& Owner/Designee Paul Visnoski INVACARE CORPORATION 2101 East lake Mary Blvd.. Sanford. FL 32773 - USA 407-321-5630 Fax:407-321.4288 Bldg 4 % 03 -14CIR Cr"i. l 4*Mto- ,) - CITY OF SANcF ORD ELECTRICAL APR I ATIION PERMIT NO. l J3 d / DATE: 9CIO 7 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER' S NAME:&bih4& "rAfen Ong Trwomfe tJQ1.y,ln h 0Nb ` o ADDRESS OF JOB:.Zl o l E. /nL X.IIMA14r 8WD S,b FL• ELECTRICAL CONTRACTOR:01 Elkl&2mo tAUS NON-RES Subject to rules and regulations of the city electrical code: W 1 WIST/N By signing this application I am stating I am in cq%pliance with the City Electrical Code Applicant' s EC- 000 /oeL States License# Control Electric Services, Inc. 2172 Platinum Road, Suite "G" Apopka, Fl. 32703 (407) $14-8900 (407) 814-9575 Industrial & Commercial Electrical Contractors State Certified # EC-0001082 www.controlelectricsorvice.com April 9, 2003 City of Sanford Building Department Please allow Bryan Thomas to pull the electrical permit for the Invacare project on my behalf. I hope this letter satisfies your requirements. If you have any questions, please call. Sincerely, Salvatore R. Orefice, President EC-0001082 Notary Affidavit: Jp,•.. Sworn to and subscribed before me this 9th day of April 2003. `'" w•; IUUZYN W. MAIN Notary Pubic -State of Rodda yW MYCorrRiWmb0asSepl$2M4 Commason # CC943734 SEAL XX Personally Known 1 Produced As Identification f glaStLOS-NOT (Adbl wr CITY OF SANFORD ELECTRICAL PLICATION PERMIT NO. [23— «0t DATE:-4 9 10-3 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER'S NAME:I1606 Coto • 40 1-oft e Ar cm- 104enR WN Elmo Ok ' ADDRESS OF JOB:,2I0 I t. 1 k WIOM 11A Swngd FL. ELECTRICAL s Tw— Subject to rules and regulations of the city electrical code: By signing this application I am stating I am' compliance with,*e City Electrical Code w%- A Applicant's Siv6sture EL— 000/08,2- States License# Control Electric Services, Inc. 2172 Platinum Road, Suite "G" Apopka, Fl. 32703 (407) 814-8900 (407) 814-9575 Industrial & Commercial Electrical Contractors State CertMed # EC-0001082 www.controlelectricsorvice.com April 9, 2003 City of Sanford Building Department Please allow Bryan Thomas to pull the electrical permit for the Invacare project on my behalf. I hope this letter satisfies your requirements. If you have any questions, please call. cerely, Salvatore R Orefice, President EC-0001082 Notary Affidavit: Sworn to and subscribed before me this 90i day of April 2003.. V NOT XX Personally Known Produced As Identification y4,,v P y r• uya, K11RYN W. MAIN NotaryPubic-State of Roddy MyComi donBOuSep IUM4 N3Zf _ ., Conm ssion # CC9 3734 _. 019 0 3 -1305 5 tTtr) CITY OF SSANFORD ELECTRICALAPPLICATION rIJ PERMITNO. [ l DATE: N19103 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER' S NAME:iwwCAP 4 BARE" Cam». O *xr.,A & tj q 14HN 33 ADDRESS OF JOB: b 1 E. a r . ~y at ge ?SA F•ZD= J=4 T. , ;_ ELECTRICAL Subject to rules and regulations of the city electrical code: By signing this application I am stating I am in c46pliance with the 9lh' Electrical Code Applicant's 00 010 C Z States License# Control Electric Services, Inc. 2172 Platinum Road, Suite "G" Apopka, Fl. 32703 (407) $14-8900 (407) 814-9575 Industrial & Commercial Electrical Contractors State Certified # EC-0001082 www.controlelectricsorvice.com April 9, 2003 City of Sanford Building Department Please allow Bryan Thomas to pull the electrical permit for the Invacare project on my behalf. I hope this letter satisfies your requirements. If you have any questions, please call. Sincerely, 0 Salvatore R. Orefice, President EC-0001082 Notary Affidavit: _ Sworn to and subscriber) before me thus 9thh day of April 2003. WMEM= # 101=WWCOI Mi0MVIciSmadguomooAl" opuoU1O91D1S-*14ndAmIWi c NIVW'M NA8VX -.. - a", Y',:a Qoyl XX personally Known Produced As Identification