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Home My WebLink About1200 Lexington Green Ln (2)PERMIT ADDRESS CONTRAC1 ADDRESS PHONE NUMBER ?)�—)`4 �-O�OC l PROPERTY OWNER ►:� �J �J �� rr►rs=� t�� r1�Y�ti� �� } PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER :.r 1 � i FEE FEE SUBDIVISION PERMIT #0L4-0 DATE PERMIT DESCRIPTION (\ \ PERMIT VALUATION \fit a QQC) SQUARE FOOTAGE V V - a-� `A COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: -04100013 BUILDING APPLICATION #: 04-10001344 BUILDING PERMIT NUMBER: 04-10001344 DATE: September 28, 2004 UNIT ADDRESS: LEXINGTON GREEN LN 1200 25-19-30-5QL-0000-0140 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: SEMINOLE PROFESSIONAL VILLAGE ADDRESS: 270 WAYMONT CT STE 110 LAKE MARY FL 32746 APPLICANT NAME: WATERFORD HOMES ADDRESS: 301 NORTH PINEMEADOW DR DEBARY FL 32713 LAND USE: LEXINGTON GREEN TYPE USE: WORK DESCRIPTION: CITY-SANFORD ------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE - ------------------------------------------------------------------------------ ROADS-ARTERIALS CO -WIDE ORD Office < 100K Square Feet 1,545.00 ROADS -COLLECTORS NORTH ORD Office < 100K Square Feet 312.00 FIRE RESCUE _N/A LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A 3.600 1000gsft 5,562.00 3.600 1000gsft 1,123.20 .00 .00 .00 .00 .00 .00 AMOUNT DUE 6,685.20 STATEMENT RECEIVED BY: SIGNATURE: /` (PLEASE PRINT PRINT NAME) DATE: X Z-4 NOTE TO RECEIVING SIGNATORY APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY R SULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT; OR.OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER"AT'THE•TOP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A 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. \ � a foo `' CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: ® P IT #:Q4 BUSINESS AME / PROJECT: ADDRESS: PA al,�uy PHONE NO.: FAX NO.: CONST. INSP. [ ] C / 0 INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F. S. [ ] HOOD (] PAINT BOOTH [ ]-q BURN PE IT [ TENT PERMIT ] TANK PERMIT [ ] OTHER [(, TOTAL FEES: $ .00 (PER UNIT SEE BELOW) Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. L V" 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 Sanford, Florida. Sanford Fire Pr� Vention Division ,/ Applicant's Signature 10-17-2004 23:16 PURCHASING 3866685530 PAGE2 HTi Date. I haeby nam and appo= ' n I es Of "' ' `� '�, to be IDs' ittwU stwwy in fact to. act for tuc and apply to for a permit for work to he performed st a location described as. on � Towad3 ip. Rang. Lot- LL Block Subdiviaivn J„ (Addmu of Job) - (Owner ofl'tvperev=—d— dmw) aad to sign my name and do all dijags neece wy to dais apps intaQemt Sworn to and subsarnW beftcc me ,this i Dsv of (DCi� Nan>wy PabhG6 Stun of Fla Aa ice% : tiMr `y� , PATRICIA A FOTH MY COMMISSION 8 DD 166612 i My coumission a; EXPIRES: January 27, 2007 PREPARED BY AND RETULiv TO: FIRST COMMUNITY BANK 21 S. CHARLES RICHARD BEALL BLVD DEBARY, FLORIDA 32713 Tax Parcel No.: 25-19-30-5QL-0000-0140 STATE OF FLORIDA COUNTY OF VOLUSIA Mli 19NNE NOR9F, F ERK OF CIPG IT C!1MT 8L, MTV BK 05424 PG 1453 CLERK'S # 2004129711 REC(l9%E0 0011A1R 4 01:39:47 PN RECORDINS FEES 10. REGt)UPP BY L Mr Kit:1ey NOTICE OF COMMENCEMENT The undersigned hereby informs all concerned that improvements will be made to certain real property, and, in accordance with Chapter 713, Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. This notice shall be void and of no force and effect if construction is not commenced within 30 days of recordation. Description of property: LOT 14 OF LEXINGTON PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 60, PAGE(S) 78-79, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Address of Property: XX STATE ROAD 46 LAKE MARY, FLORIDA 32771 General description of improvements: Owner: QC INVESTMENTS, INCORPORATED Address: 270 WAYMONT CT, STE 110 LAKE MARY, FLORIDA, 32771 Owner's interest in site of the improvement: Fee simple Fee Simple Title Holder: Contractor: WATERFORD QUALITY HOMES 301 N. PINE MEADOW DEBARY, FLORIDA 32713 (386) Lender: First Communit,7 Bank Name of person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.12(1)(a)7., Florida Statutes: Name: In addition to themselves, the owners designate the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name: First Community Bank Address: 2240 S. Volusia Avenue Opan ge City, Florida 32763 t :k77'5 id McCranie ((18 -3115 e Signature f n Prihtda Na ,e of J caner c STATE OF FLORIDA COUNTY OF VOLUSIA The foregoing instrument was acknowledged before me by dIC1MV13 /11,4,4 J_ 1 , who produced his/her Florida driver license as identification or who are personally known to me to be the person(s) described in and who executed the foregoing instrument. WITNESS my hand and official seal in the County and State last aforesaid this 8TH day of AWM' 1111/,0..04. ,blic, State of Florida on Number: -,P,I) U `g Ll 3 j� c� �oarY 25, Printed fr (NOTARIAL SEa g``°� _� Notary z o #DD 084317 1-51 W-ZyPQbflcUV�0--- �plyaUB(/C. ST KI.. ,blic, State of Florida on Number: -,P,I) U `g Ll 3 j� M CITY OF SANFORD PERMIT APPLICATION Permit # : �'`� l Date: (�/ Z SJ0 y JobAddress: ��Xi►1 iZ�ri �,�� L� . Description of Work: N>W C oMMC RCi&t_ Quit D in[ 6 Historic District: Zoning: Value of Work: $ I O_UD Permit Type: Building t_-_ 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 IL" I # of Gas Lines Plumbing/New Residential: # of Water Closets ?-) Plumbing Repair - Resident '6_r Gotnmercial Occupancy Type: Residential Commercial L`_ Industrial Total Square Footage: -7, Construction Typed # of Stories: # of Dwelling Units: Flood Zone: (t EMA form required for other than X) Parcel #: 9 5 ` I q - 6c)- rJ CvL 00fio -• ® I Li v (Attach Proof of Ownership & Legal Description) Owners Name & Address: _/Nrt 1 6 Q I e1 ?2D V(_CS)0NAJy I L- L-41, U I 2'10 WAUNAC)OT cnuiz:r ST E i it) �4. e ji4 ,a Phone: Contractor Name & Address: M/1+4_ 'Jokic kl— . 3c,1 Phone & Fax Bonding Company: Address: er: C -0c 1250626 0C:V3&, Contact Pe n t. rpa'2OFFC jYJ _Phone: lc �� ' %UCO Mortgage Lender: Address: Architect/Engineer: :5Co+ArcLtiJec+ui,'C_ -'Phone: U%-��- 2760 Address: ` SOV -1-4 KEL.L� (. Si Ze O. x fax:yo -7-�7S - 32- -7 Application is hereby made to obtain a permit to do tlie;wo�k=and ins aliahons as tnatcatl lr -ceM that no work ,I� r installation has commenced prior to the issuance of a permit and that all work will be performed to meet standar3s` - ail laws regalafing'construcfko isjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verificatiok that Ihvill notify the owner of the property of the ire of Owner/Age5k ` _ Date �AM�g�ent'sName Notary -State of Florida Date p.�pRy PUB(i "µr P B FLORENCE A. DE GRAVE ` c* MY COMMISSION # DD 164280 * l Ow t ISto �Ie. r (� 1 N,9T� o�oe OFF4 C OF F� I Law, FS 713. 1.4 11 ffl, �k& Agent Date Gl.v M. : My Commission of Notary -State d�:X res April 05,900 j A,DIE GRAV �p L' N APPLICATION APPROVED BY: Bldg�y�� "Z� / Z �'utilitie;:-_�1?4 i 9 o FD (Initial & Date) 1 (Initial & Date) \ (Initial & Date) Special Conditions: 1 iJ ca r �G �.n S a ace. E A " l� a2 S� C- ; 7 d S-- to i S S c t� px CEr�i co. a�- i� 9 /n�f S i 5r,CTiUN lUU3 OCCUPANT LOAD AND MEANS OF EGRESS CAPACITY §1003.1 Occupant load §1003.1.1 For determining the means of egress required, the minimum number of persons for any floor area shall in no case be taken less than specified in Table 1003.1. EXCEPTIONS: 1. In a special purpose factory -industrial occupancy, the occupant load shall be the maximum number of persons to occupy the area under any probable conditions. 2. The occupant load for towers shall be the number of persons expected to occupy the space, with spaces not subject to human occupancy because of machinery or equipment excluded from the gross area calculation. §1003.1.2 The occupant load of any occupancy may be determined in accordance with §1003.1 when the necessary aisles and means of egress are provided as approved by the building official. An aisle, egress and seating diagram shall be provided to the building official to substantiate the occupant load. TABLE 1003.1 MINIMUM OCCUPANT LOAD— AREA PER OCCUPANT 31 ' USE (sq ft) Assembly without fixed seats Concentrated (inlcudes among others, auditoriums, churches, dance floors, lodge rooms, reviewing stands, stadiums) 7 net Waiting Space 3 net Kitchens 100 gross Unconcentrated (includes among others conference rooms, exhibit rooms, gymnasiums, lounges, stages, platforms) 15 net Swimming pool water surface 50 gross Swimming pool deck 30 gross Exercise rooms with equipment 50 gross Exercise rooms without equipment 15 gross Lighting and access catwalks, galleries, and gridirons 100 net Skating rinks 50 gross Assembly with fixed seats Note 1 Bowling alleys, allow 5 persons for each alley, including 15 ft of runway, and other spaces in 7 net Business areas 100 gross Courtrooms without fixed seats Courtrooms with fixed seats Note 1 Day-care 35 net Educational (including Educational Uses Above the 12th Grade) Classroom areas 20 net Shops and other vocational areas 50 net Industrial areas 100 gross Institutional Sleeping areas Inpatient treatment and ancillary areas Outpatient area Resident housing areas Library Reading rooms Stack area Malls Mercantile Basement and grade floor areas open to public Areas on other floors open to public Multiple street floors - each{4) Storage, stock, shipping area not open to public Parking garage Residential Restaurants (without fixed seats) )KtRestaurants (with fixed seats) Storage area, mechanical For SI: 1 sq ft = 0.0929 m^2. Notes: 120 gross 240 gross 100 gross 120 gross 50 net 100 gross §413 30 gross 60 gross 40 gross 300 gross 200 gross 200 gross 15 net Note 1 300 gross 1. The occupant load for an area having fixed seats installed shall be determined by the number of fixed seats. Capacity of seats without dividing arms shall equal one person per 18 inches (457 mm). For seating booths, one person per 24 inches (610 mm). 2. See §202 for definitions of gross and net floor areas. 3. The occupant load of floor areas of the building shall be computed on the basis of the specific occupancy classification of the building. Where mixed occupancies occur, the occupant load of each occupancy area shall be computed on the basis of that specific occupancy. 4. For the purpose of determining occupant load in mercantile occupancies where, due to differences in grade of streets on different sides, two or more floors directly accessible from streets exist, each such floor shall be considered a street floor. The occupant load factor shall be one person for each 40 ft^2 (3.7 m^2) of gross floor area of sales space. --1.4 i 1.r . ASSEMBLY OCCUPANCY - GROUP A §304.1 Scope §304.1.1 Group A occupancy is the use of a building or structure, or any portion thereof, for the gathering together of 50 or more persons for such purposes as civic, social or religious functions or for recreation, or for food or drink consumption or awaiting transportation. Assembly occupancies also include special amusement buildings regardless of occupant load. §304.1.2 Group A occupancy shall include, among others, the following: Armories Assembly halls Auditoriums Bowling alleys - non -lane areas Club rooms College and university classrooms, 50 persons and over Conference rooms Courtrooms Dance halls Drinking establishments Exhibition halls Gymnasiums Libraries Mortuary chapels §304.2 Subclassifications Motion picture theaters Museums Passenger stations terminals of air, surface, underground and marine public transportation facilities Places of religious worship Pool rooms Recreation halls and piers Restaurants Skating rinks Stadiums and grandstands Tents for assembly Theaters for stage production §304.2.1 Assembly occupancies shall be divided into two subclassifications as set forth in this section, both of which shall comply with the requirements for Group A occupancy unless otherwise specified: 1. A-1: Large Assembly shall include theaters and other places of assembly with an occupant load of 1,000 or more persons. Large Assembly shall also include theaters and other places of assembly with a stage requiring proscenium opening protection and with an occupant load of 700 or more persons. 2. A-2: Small Assembly shall include theaters and other places of assembly with or without a stage requiring proscenium opening protection and with an occupant load of 50 or more persons, but with an occupant load less than designated for Large Assembly. §304.2.2 Occupancy of any room or space for assembly purposes by fewer than 50 persons in a building or other occupancy and incidental to such other occupancy shall be classified as part of the other occupancy and shall be subject to the provisions applicable thereto. §304.2.3 Restaurants and drinking establishments not located within another occupancy with an occupant load of less than 50 persons shall be classified as Group M, Mercantile. JL' 1,l llly lV U, ARRANGEMENT AND NUMBER OF EXITS §1004.1 Arrangement of exits §1004.1.1 Exits shall be so located that the distance from the most remote point in the floor area, room or space served by them to the nearest exit, measured along the line of travel, shall be not more than the travel distance specified in Table 1004. TABLE 1004 `' _ 11K TRAVEL DISTANCE, DEAD-END LENGTH, EXIT AND MEANS OF EGRESS WIDTH '�lh�' MAXIMUM TRAVEL DIST. IMAXIMUM I EGRESS WIDTH TO EXIT IDEAD END I PER PERSON (ft) I CORRIDOR I SERVED (in. ) OCCUPANCY CLASSIFICATION I UNSPRR. I Sax I_,,I&t) I_;&&,L(12)ISTAIRS Group A 150 200 20 0.2 0.3 Wit in an egress. Every room or tenant space which has an occupant load of 50 or more exhibit booth remote point to the entrance to the exit access from the room or tenant or exhibit space exceeds 75 ft (23 m) shall have not less than two egress doors. enclosure to an exit access aisle 50 50 Group B 200 300 20(20) 0.2 0.3 Group D 150 200 20 0.2 0.3 Group E 150 200 20 0.2 0.3 Group F 200 250(7) 20(20) 0.2 0.3 Group H NP 75(13) 20(2) 0.4 0.7 Group I Restrained Varies(11) Varies(11} 20(15) 0.2 0.3 Unrestrained NP 200 20 0.2 0.3 Group M 100 200 20(20) 0.2 0.3 Group R1 175 325 20(8) 0.2 0.3 Group R2 175 325 20(8) 0.2 0.3 Group R3 175 325 20(8) 0.2 0.37(14) Group R4 NP 250 20(18) 0.2 0.37(14) Group S 200 400(6) 50(21) 0.2 0.3 §1004.1.4 Where two or more exits or exit access doors are required, at least two of the exits or exit access doors shall be placed a distance apart equal to not less than 1/2 of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between the nearest edge of the exit doors or exit access doors. The two exits or exit access doors shall be located and constructed to minimize the possibility that both may be blocked by any one fire or other emergency condition. Where more than two exits or exit access doors are required, at least two of the required exits or exit access doors shall be arranged to comply with the above. The other exits or exit access doors shall be located so that if one becomes blocked, the others shall be available. §1004.1.2 Every room or tenant space shall be provided with a minimum of one means of egress. Every room or tenant space which has an occupant load of 50 or more persons or in which e travei distance from 7_77777_ remote point to the entrance to the exit access from the room or tenant space exceeds 75 ft (23 m) shall have not less than two egress doors. §1004.1.4 Where two or more exits or exit access doors are required, at least two of the exits or exit access doors shall be placed a distance apart equal to not less than 1/2 of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between the nearest edge of the exit doors or exit access doors. The two exits or exit access doors shall be located and constructed to minimize the possibility that both may be blocked by any one fire or other emergency condition. Where more than two exits or exit access doors are required, at least two of the required exits or exit access doors shall be arranged to comply with the above. The other exits or exit access doors shall be located so that if one becomes blocked, the others shall be available. SECTION 704 FIRE RESISTANT SEPARATIONS §704.1 Occupancy separation requirements §704.1.1 The minimum fire resistance of construction separating any two occupancies in a building of mixed occupancy shall be the higher rating required for the occupancies being separated, as specified in Table 704.1. TABLE 704.1 OCCUPANCY SEPARATION REQUIREMENTS Large or Small Assembly 2 hour Business 1 hour Day-care Occupancy{2,3,4} 1 hour Educational 2 hour Factory -Industrial 2 hour Hazardous See §704.1.4 Institutional 2 hour Mercantile 1 hour Residential 1 hour Storage, Moderate Hazard S1 3 hour Storage, Low Hazard S2 2 hour Automobile Parking Garages(l) 1 hour Automobile Repair Garages 2 hour NOTE: 1. See §411.2.6 for exceptions. 2. Rated separation is not required for day-care occupancies in assembly occupancies used primarily for worship. 3. In apartment occupancies containing a day -care occupancy, where the two exit accesses from the day-care occupancy enter the same corridor as the apartment occupancy, the exit accesses shall be separated in the corridor by a smoke barrier having a fire resistance rating of not less than 1 hour. The fire rated smoke barrier shall be located so that there is an exit on each side. 4. Fire rated separation is not required for day-care homes in assembly occupancies used primarily for worship. §704.1.2 Accessory occupancies §704.1.2.1 Portions of buildings used as accessory offices or for customary nonhazardous uses necessary for transacting the principal business in Group S and Group F occupancies need not be separated from the principal use. Group F occupancies producing, using or storing low hazard contents as listed in §312.2.2 or as approved by the building official need not be considered mixed occupancies. Height and area Ili §704.2.3 Partitions within tenant space §704.2.3.1 Partitions dividing portions of stores, offices or similar places occupied by one tenant only, which do not establish an exit access corridor serving an occupant load of 30 persons or more, and partial partitions, may be temporary or permanent and constructed in accordance with 609 without fire .resistance, provided that: 1. Their location is restricted by their method of construction or by means of permanent tracks, guides or other approved methods. 2. Flammability shall be limited to materials having an interior finish classification as set forth in Table 803.3 for rooms or areas. $704.2.4 Exit access corridors. Fire resistance rating of exit access corridors shall be in accordance with Table 704.2.4. TABLE 704.2.4 FIRE RESISTANCE RATING O EXIT ACCESS CORRIDORSf4,71 OCCUPANCY OCCUPANT ( LOAD FIRE RESISTANCE RATING (HOURS) I SPRINKLERED I UNSPRINKLERED A, B, F, M, S less than 30 0 A 30 or more 1 1 B, F, M, S 30 or more 1 Df61 All, Note 4 0 1 R1, R2, R3 less than 10, Note 1 0 0 Rl, R2 10 or more, Note 1 1/2 1 R4 16 or less 0 0 R4 more than 16, Note 1 0 1 E Note 2, 4, 5 1 1 I Unrestrained All 0 N/A I Restrained All 0 0, Note 3 H All 1 1 NOTES: 1. Corridors within guest rooms or dwelling units need not be rated. 2. Corridors need not be rated in Group E occupancies with rooms used either for instruction with at least one exit door directly to the exterior at ground level or for assembly purposes with at least one- half of the required exits directly to the exterior at ground level. 3. Unsprinklered use condition 5 shall have exit access corridors of 1 - hour fire resistance. 4. In buildings protected throughout with an approved automatic sprinkler Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL tiu°r��°y 9�i r.11MMAKLARMIM Back ) DETAIL LEXINGTON GREEN LN 11101 R. First fat; Siaatord ki.3..",7°1t 2004 WORKING VALUE SUMMARY GENERAL 25-19-30-5QL- S3-SANFORD Value Method: Market Parcel Id: 0000-0140 Tax District: WATERFRONT Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 SEMINOLE Owner: PROFESSIONAL Exemptions: Depreciated EXFT Value: $0 VILLAGE Land Value (Market): $180,000 Address: 270 WAYMONT CT STE 110 Land Value Ag: $0 City,State,ZipCode: LAKE MARY FL 32746 Just/Market Value: $180,000 Property Address: 1200 LEXINGTON GREEN LN Assessed Value (SOH): $180,000 Facility Name: Exempt Value: $0 Dor: 1001 -VAC OFFICE PROFESSIO Taxable Value: $180,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $3,7E Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $180,OC Find Comparable Sales within this DOR Code DOES NOT INCLUDE NON -AD VALORE ASSESSMENT LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Method Frontage Depth Units Price Value LOT 14 LEXINGTON PARK PB 60 PGS 78 & 79 SQUARE FEET 0 0 3,600 50.00 $180,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re—web.seminole_county title?PARCEL=2519305QL... 6/28/04 ArVER FOS? HOMES RECEIVED DATE: June 15, 2005 Jul TO: City of Sanford Building Department FROM: Brian Breedlove SUBJECT: Permit number 04-2743 I, Brian Breedlove license number CRC 034679, assume responsibility for current and future activity for permit number R05096W located at 1200 Lexington Green Lane, Sanford, Florida 04 -a -2430 -FIR I agree to be named primary qualifier and general contractor for the above- mentioned building permit. I understand Matt Joyce, named previously on this permit, will no longer be responsible for any activity pertaining to this permit. Signed:�i,✓1) Certified contractor signature Date:140%0 Certified Contractor: Orion 13rcdl0Ve. Printed name Contractor license##: (!RC O BLIlol9 State of Florida County of\)� Sworn to and subscribed before me this 2014" day of by 6k"4!lyi� (name of per4eb acknowledged) who is personally known to me or who has produced (identification). v Notary public 5, 2e►o$ Commission expires:` Waterford Quality Homes (seal) 301 North Pine Meadow Drive DeBary, Florida 32713 (386) 668-7000 • FAX (386) 668-4023 �' °� Tina M. Proirrtt A Division of Waterford Development Corporation My Corm" sm DD306M www.WQH.com c*nv ExpiresAFxHpS,Zppg i RZ- CITY OF SANFORD PERMIT APPLICATION 2 , :'' '''f, ' Permit #: Date: ��-�J�F r+ r Job Address: P Description of Work: klaJ Historic District: Zoning: Value of Work: $ 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 ReplaFement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures JE— # of Water & t5ewerfLines__�3_ # 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 #: Owners Name & Address: Contractor Name &//Addn S Vt?GL4 a Phone & Fax:� Address: Mortgage Leader: Address: Architect/Engineer: Address: Proof of Ownership & Legal Description) Phone: –7d/*3/�St�ate License Number: �_.�pr -, Contact Person: _�.rw, ,S t.� Phone: �&k"7/y"Ow `� 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 issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremea f Florida Lien Law, 13. /a— _e Signature of Owner/Agent Date Si -t a of Contractor/A Date v Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: BldAF I J- b ) -a,- ( 3 Q}.„l (Initial & Date) (Initial & Date) Special Conditions: 09, Bonding Company: -t � wtor/Agent's Name DEBBIE BLANTON MY COMb:ISS10N # DD 188491 EX0.'•c.. r t is ' YZr50aa��I AQQM or Utilities: FD: (Initial & Date) (Initial & Date) A R C H I T E C T U R E F O R L I F E December 13, 2005 Dan Florian City of Sanford Building Official 300 North Park Avenue Sanford, Florida 32771 Mehbub Manji QG Investment 204 North Elm Ave. Suite 102 Sanford, FL 32771 RECEIVED DEC 19 2009 RE: Lexington Park Lot #141200 Lexington Green Sanford Florida Permit #042743 TSPA # 03225 Mr. Florian: We have made several visits to the above site to verify to the owner that the project was being build per plans and specs and more importantly per code. We have previously issued the attached report to owner. Additionally Tom Adams structural Engineer of record from CEG also issued his attached letter. At this time, because of the gross deviations from the Contract Document and the lack of any submittals as evidence as to what was constructed in the field, The Scott Partnership Architecture, Inc. and its Consultants, Construction Engineering Group are required to not accept any liability for this project. This project is deemed to be not constructed per the Contract Document and not acceptable to this office or that of CEG. We would like to have ourselves and CEG removed from the permit as Architect and Engineer of Record respectively. It is our opinion that this project so deviates from the design and the Florida Building Code that it will certainly have to be re -permitted, but likely torn down and re -built. Sincerely, THE SCOTT PARTNERSHIP ARCHITECTURE, INCORPORATED Timothy S. Aebie Partner cc: TSPA file P.\2003\03225\Cam\5-13.2005-Lda 423 S. Keller Road • Suite 200. Orlando, FL 32810 • P 407 660 2766 • F 407 875 3276 • License #AAC001155 423 Somm KELLER Rona PN 407 660 2766 SURE 200 ORLANDO FE 32810 FAX 407 875 3276 LCLNX NAAC001155 A R C H I T E C T U R E F O R L I F E December 13, 2004 Dan Florian City of Sanford Building Official 300 North Park Avenue Sanford, Florida 32771 Mehbub Manji QG Investment 204 North Elm Ave. Suite 102 Sanford, FL 32771 RE: Lexington Park Lot #141200 Lexington Green Sanford Florida Permit #042743 TSPA # 03225 Mr. Florian: I visited the site on April 11, 2005 and issued the attached report to owner. Additionally Tom Adams structural Engineer of record from CEG also issued his attached letter. At this time, because of the gross deviations from the Contract Document and the lack of any submittals as evidence as to what was constructed in the field, The Scott Partnership Architecture, Inc. and its Consultants, Construction Engineering Group are required to not accept any liability for this project. This project is deemed to be not constructed per the Contract Document and not acceptable to this office or that of CEG. We would like to have ourselves and CEG removed from the permit as Architect and Engineer of Record respectively. It is our opinion that this project so deviates from the design and the Florida Building Code that it will certainly have to be re - permitted, but likely torn down and re -built. Sincerely, THE SCOTT PARTNERSHIP ARCHITECTURE, INCORPORATED Timothy S. Aebie Partner cc: TSPA file P:\2003\03225\Corra\5-13-2005-L.*X 423 S. Keller Road • Suite 200. Orlando, FL 32810 ■ P 407 660 2766 • F 407 875 3276 ■ License #AAC001155 A R C H I T E C T U R E F O R L I F E May 25, 2005 Sanford Building Department 300 N. Park Avenue Sanford, FL 32772 Attn: Building Official Mehbub Manji/George Hart QG Investment 2120 North Ronald Reagan Boulevard Longwood, FL 32750 Fax to George (407)330-7388 RE: Lexington Park Lot #14 Sanford, Florida TSPA # 03225 Head Building Official: I visited the site on April 11, 2005 and issued a status report to the owner. Additionally Tom Adams structural Engineer of record from CEG also issued his letter. At this time, per AIA A-201 1997 paragraph 14.2.2, because of the gross deviations from the Contract Document and the lack of any submittals as evidence as to what was constructed in the field, The Scott Partnership Architecture, Inc. is advising the owner that there is adequate information available to terminate with cause the Contract with the General Contractor, Waterford Quality Homes. This project is deemed to be not constructed per the Contract Document and not acceptable to this office or that of CEG, likewise the owner is not accepting this structure. The following are a few of the deviations that are cause to condemn this structure. 1. 2500# concrete used in lieu of 3000# as required, City should have been copied on test reports. 2. #40 steel used in all footing, walls, tie beams, bond beams and filled cells, in lieu of #60 steel as required. 3. Top and bottom chord of trusses designed as 2" x 6" installed as 2" x 4" not acceptable. 4. 25 gallons of water added to the NE corner of the slab, not acceptable, City should have been copied on test reports. 5. Truss anchorage way undersized and approximately 25% embedment into tie beam. Not acceptable. Cannot very pullout load. At this time we are asking the City of Sanford, to deem this project condemned so that the owner may initiate demolition and re -construction under separate permit. Sincerely, THE SCOTT PARTNERSHIP ARCHITECTURE, INCORPORATED Timothy S. Aebie Partner cc: TSPA file P:\2003\03225\Corres\5-13-2005-L.doc 423 S. Keller Road ■ Suite 200 ■ Orlando, FL 32810 • P 407 660 2766 • F 407 875 3276 ■ License #AAC001155 CONSTRUCTION ENGINEERING GROUP consulting engineers April 11, 2005 Mr. Tim Aebie The Scott Partnership Architecture, Inc. 423 South Keller Road Orlando, FL 32810 Re: Lexington Park Lot 14 Site Visit Dear Mr. Aebie: 760 north drive, suite e melbourne, fl 32934 tel: 321.253.1221 fox: 321.253.3123 www.cegengineering.com As you know, we met Mr. George Hart, (the owner's representative) at the project site to review the progress of construction. From my visual observations and discussions with Mr. Hart, the following is a list of deficiencies that were noted while on site. The specified truss anchorages have been changed from LTA1 straps to MTSM16 straps. I noticed that several of these MSTM16 straps have not been installed properly. There are screws missing from the bottom parts of the straps. Also the girder truss anchors have been changed from the specified HGT to an MGT anchor. A copy of the truss shop drawings should be provided to us so that we may review these changes. The contractor must provide a letter from the local inspecting agency (the city of Sanford building department) stating that these anchors have been inspected and properly installed. 2. All trusses have been provided with 2x4 top and bottom chords. Our structural drawings specify 2x6 top and bottom chords. The contractor will have to provide a signed and sealed letter from the truss manufacturer's engineer that they have field inspected these trusses and they will carry the intended loads. 3. There is a truss on the northeast side of the building that has had the heel cut and the support condition modified. It appears a "plywood" gusset has been applied to the modified heel of the truss and the support for the truss has been changed to a face mounted hanger that has been screwed to the masonry wall. A sketch of this modification should be supplied to CEG so that we evaluate the adequacy of the connection of the truss to the wall. Also the contractor must provide a signed and sealed letter form the truss manufacturer's engineer stating that the modified truss heel is adequate to carry the intended loads. 4. The window and door bucks have not been attached to the cmu walls per the structural drawings. The contractor must provide a letter from the local inspecting agency (the city of Sanford building department) stating that these anchors have been inspected and properly installed. 5. Saw cuts were not installed in the slab on grade. Weld wire mesh was VE'ed before construction began. Fibermesh does not appear to have been added to the concrete mix. Random cracks in slab will occur. Cracks in floor finishes such as the will be likely. 6. Foundation thickness measured at 13" instead of the specified 18". Also, Mr. Hart indicated that grade 40 reinforcing was used instead of grade 60 as specified on the structural documents. The decreased depth and lower strength reinforcing could lead to future cracks in the footings and walls. The contractor must provide a letter from the local inspecting agency (the city of Sanford building department) stating that these footings were inspected and the width (2'-1 ") was maintained for the bearing of this footing. Also a copy of the compaction or density tests for the foundation bearing levels should be provided. 7. 1 observed that the dowels that were installed for the brick ledge that was not poured contiguous with the monolithic footing were not installed per the provided sketch. At least 3" of cover needs to be maintained around the epoxied anchors. These anchors need to be installed into the vertical face of the existing footing. (All excess concrete and soil need to be removed from the side of the monolithic footing.) All soils below this brick ledge foundation need to be compacted to 98% of the modified proctor maximum dry density. Currently, the installation of the dowels and reinforcing is not acceptable and should be removed and properly installed. An inspection agency shall be hired to inspect the bearing levels of the soils for proper compaction and installation of the anchors per the sketch SKI. 8. Per conversations with Mr. Hart, it appears that a 2500 psi concrete mix was used for the foundations. At the time of visit, we found several of the batch tickets in the permit box which indicated that 20 to 25 gals of water were also added to the truck mix at the time of placement. Sample cores, (at least 4) should be taken from the slab and foundation and tested to determine if the concrete has sufficient strength to carry the intended loads. If you have any questions, please feel free to contact me directly. Sincerely, Thomaw1. Ada~ Thomas L. Adams, P.E. Principal, Structural Engineer ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge F1aCom v1.22 FORM 40OA-2001 Whole Building Performance Method for Commercial Buildings Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Short Desc: lot -X 14 Project: Lexington Park - Lot -;9 14 Owner: Address: City: Sanford State: fl PermitNo: 0 Zip: 0 Storeys: 1 Type: Office (Business) GrossArea: 3456 Class: New Finished building Net Area: 3456 Max Tonnage: 4 (if different, write in) Compliance Summary Component Design Criteria Result Gross Energy Use 95.49 100.00 PASSES Other Envelope Requirements - A PASSES LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES PASSES PASSES PASSES PASSES PASSES Yes/No/NA IMPORTANT NOTE: An input report Print -Out from EnergyGauge FlaCom of this design building must be submitted along with this Compliance Riport. 12/11/2003 EnergyGauge F1aCom FLCCSB v1.22 1 J, COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifications covered by this specifications covered by this calculation are calculation indicates compliance with the Florida Energy in compliance with the Florida Energy Code. Before construction is completed, this building will be Efficiency Code. inspected for compliance in accordance with Section 553.908, F.S. PREPARED BY: Mitesh Smart BUILDING OFFICIAL: DATE: DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER AGENT - DATE: If required by Florida law, I hereby certify (') that the system design is in compliance with the Florida Energy Code. REGISTRATION No. ARCHITECT: Ray Scott, AIA ELECTRICAL SYSTEM DESIGNER: Dave Alley, 55008 - FL LIGHTING SYSTEM DESIGNER: Dave Alley, MECHANICAL SYSTEM DESIGNER: Mitesh Smart 52772 - fl PLUMBING SYSTEM DESIGNER: Mitesh Smart 52772 - fl (') Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 Project: lot -914 Title: Lexington Park - Lot -j8' 14 Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) Whole Building Compliance Total Design Reference 95.49 100.00 ELECTRICITY 95.49 100.00 AREA LIGHTS 27.88 28.90 MISC EQUIPMT 8.04 8.04 PUMPS A MISC 0.10 0.10 SPACE COOL 19.36 22.85 VENT FANS 40.11 40.11 & Penalties (if any): Modified Points: = 95.5 PASSES Project: lot -.W 14 Title: Lexington Park - Lot -J8'14 Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) Other Envelope Requirements Item Zone Description Design Limit Meet Req. PrOZo4Rfl ahu-1 Exterior Roof - Max Uo Limit 0.03 0.09 Yes PrOZo7Rfl ahu-2 Exterior Roof - Max Uo Limit 0.03 0.09 Yes Pr0Zo9Rf1 ahu-3 Exterior Roof - Max Uo Limit 0.03 0.09 Yes Meets Other Envelope Requirements 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 3 External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sgft or ft) None Project: lot -j8 14 Title: Lexington Park - Lot J #4 Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) ' Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min Compli- ID (sq.ft) Tasks CP CP ance Pr0Zo4Spl 34 Offices (Partitions<3.5 ft below 1,152 1 6 2 PASSES ceiling) Open plan offices 900 ft or larger with partitions higher PrOZo7Spl 34 Offices (Partitions<3.5 ft below 1,152 1 6 2 PASSES ceiling) Open plan offices 900 ft or larger with partitions higher Pr0Zo9Sp1 34 Offices (Partitions<3.5 ft below 1,152 l 6 2 PASSES ceiling) Open plan offices 900 ft or larger with partitions higher PASSES 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 Project: lot -J914 Title: Leldngton Park - Lot -Jr 14 Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) System Report Compliance ahu-1 System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 10.00 10.00 8.00 PASSES Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.80 PASSES System -Supply Constant Volume ahu-2 System 3 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria Hance Cooling System Air Cooled < 65000 Btu/h 10.00 10.00 8.00 PASSES Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.80 PASSES System -Supply Constant Volume ahu-3 System 4 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria Hance Cooling System Air Cooled < 65000 Btu/h 10.00 10.00 8.00 PASSES Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.80 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV Hance None 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 Project: lot-y81A. Title: Lexington Park - Lot -W14 Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance Water Heater 1 Instantaneous Water All ratings 0.92 PASSES heaters - Electric Water Heater 2 Instantaneous Water All ratings PASSES heaters - Electric Water Heater 3 Instantaneous Water All ratings PASSES heaters - Electric PASSES Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] [F] .SF.F] None 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 :t: lot -1814 Lexington Park - Lot -3814 Office (Business) ion: SANFORD, SEMINOL Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T & B 410.1 Testing and Balancing will be performed Electrical 413.1 Metering criteria have been met Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O & M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print -Out from EnergyGauge F1aCom attached? El 12/11/2003 EnergyGauge F1aCom FLCCSB v1.22 7 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom v1.22 INPUT DATA REPORT Project Name: lot -W14 . Project Title: Lexington Park - Lot -014 Address: State: fl Zip: 0 Owner: Proiect Information Orientation: North Building Type: Office (Business) Building Classification: New Finished building No.of Storeys: I GrossArea: 3456 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 1 Zones No Acronym Description Type Load Profile Area Multiplier Total Area lsf] lsf] 1 ahu-1 Zone 4 CONDITIONED Uses Building Load 1152.0 1 1152.0 ❑ Profile 2 ahu-2 Zone 7 CONDITIONED Uses Building Load 1152.0 1 1152.0 ❑ Profile 3 ahu-3 Zone 9 CONDITIONED Uses Building Load 1152.0 1 1152.0 ❑ Profile 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 1 12/11/2003 EnergyGauge FlaCom FLCCSB 0.22 Spaces No Acronym . Description Type Depth Width Height Multi Total Area Total Volume [ft] [ft] [ft] plier [sf] [cf] In Zone: ahu-1 1 PrOZo4Sp1 ZoOSp1 Offices (Partitions<3.5 ft 48.00 24.00 9.00 l 1152.0 10368.0 ❑ below ceiling) Open plan offices 900 ft or larger with partitions higher In Zone: ahu-2 1 PrOZo7Sp 1 ZoOSp 1 Offices (Partitions<3.5 ft 48.00 24.00 9.00 1 1152.0 10368.0 ❑ below ceiling) Open plan offices 900 ft or larger with partitions higher In Zone: ahu-3 1 PrOZo9Sp1 Zo0Sp1 Offices (Partitions<3.5 ft 48.00 24.00 9.00 1 1152.0 10368.0 ❑ below ceiling) Open plan offices 900 ft or larger with partitions higher Lighting No Type Power Control Type No.of [W] Ctrl pts In Zone: ahu-1 In Space: Pr0Zo4Sp1 1 Compact Fluorescent 3000.00 Manual On/Off 6 ❑ In Zone: ahu-2 In Space: PrOZo7Sp1 1 Compact Fluorescent 3000.00 Manual On/Off 6 E] In Zone: ahu-3 In Space: Pr0Zo9Sp1 1 Compact Fluorescent 3000.00 Manual On/Off 6 ❑ 12/11/2003 EnergyGauge FlaCom FLCCSB 0.22 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R-Value [ft] [ft] plier [sf] [Btu/hr. sf. F] Capacity [lb/cf] [h.sf.FBtu] [Btu/sEF] In Zone: ahu-1 1 PrOZo4Wa1 8"CMU/3/4"ISO 24.00 12.00 1 288.0 North 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 2 PrOZo4Wa2 8"CMU/3/4"ISO 48.00 12.00 1 576.0 West 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 3 PrOZo4Wa3 8"CMU/3/4"ISO 24.00 12.00 1 288.0 South 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp In Zone: ahu-2 1 PrOZo7Wa1 8"CMU/3/4"ISO 24.00 12.00 1 288.0 North 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 2 PrOZo7Wa2 8"CMU/3/4"ISO 24.00 12.00 1 288.0 South 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp In Zone: ahu-3 1 PrOZo9Wa1 8"CMU/3/4"ISO 24.00 12.00 1 288.0 North 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 2 PrOZo9Wa2 8"CMU/3/4"ISO 48.00 12.00 l 576.0 East 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 3 PrOZo9Wa3 8"CMU/3/4"ISO 24.00 12.00 l 288.0 South 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp Windows No Description Type Shaded UCen SC Vis.Tr W H (Effec) Multi Total Area [Btu/hr sf F] [ft] [ft] plier [sf] 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 In Zone: ahu-1 In Wall: PrOZo4Wa1 1 PrOZo4WalWi1 SINGLE GREY No 1.0581 0.83 0.61 6.00 4.00 1 24.0 In Wall: PrOZo4Wa2 I PrOZo4Wa2Wil SINGLEGREY No 1.0581 0.83 0.61 3.00 5.00 4 60.0 In Wall: PrOZo4Wa3 1 PrOZo4Wa3WiI SINGLE GREY No 1.0581 0.83 0.61 3.00 5.00 3 45.0 In Zone: ahu-2 In Wall: PrOZo7Wa1 I PrOZo7WalWil SINGLE GREY No 1.0581 0.83 0.61 6.00 4.00 1 24.0 In Wall: PrOZo7Wa2 1 PrOZo7Wa2WiI SINGLE GREY No 1.0581 0.83 0.61 3.00 5.00 2 30.0 In Zone: ahu-3 In Wall: PrOZo9Wa1 1 PrOZo9WalWil SINGLE GREY No 1.0581 0.83 0.61 6.00 4.00 1 24.0 In Wall: PrOZo9Wa2 1 PrOZo9Wa2WiI SINGLE GREY No 1.0581 0.83 0.61 3.00 5.00 4 60.0 In Wall: PrOZo9Wa3 1 PrOZo9Wa3WiI SINGLE GREY No 1.0581 0.83 0.61 3.00 5.00 3 45.0 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R -Value [ft] [ft] plier [sf] [Btu/hr. sf. F] [Ib/cf] [Btu/sE F] [h.sf.F/Btu] In Zone: ahu-1 In Wall: PrOZo4Wa1 1 PrOZo4WaIDrI Solid core flush No 3.00 8.00 1 24.0 0.5834 0.00 0.00 1.71 In Zone: ahu-2 In Wall: PrOZo7Wa1 1 PrOZo7WaIDrI Solid core flush No 3.00 8.00 1 24.0 0.5834 0.00 0.00 1.71 In Zone: ahu-3 In all: PrOZo9Wa1 1 PrOZo9WaIDrI Solid core flush No 3.00 8.00 1 24.0 0.5834 0.00 0.00 1.71 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 . 'c 12111/2003 EnergyGauge FlaCom FLCCSB v1.22 Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value [ft] IN plier [sf] [deg] [Btu/hr. SE F] [Btu/sf. F] [Ib/cf] [h.sf.F/Btu] In Zone: ahu-1 1 PrOZo4RfI Shngl/l/2"WD 24.00 48.00 l 1152.0 0.00 0.0320 1.50 8.22 31.24 ❑ Deck/WD Truss/9" Batt/Gyp Brd In Zone: ahu-2 1 PrOZo7RfI Shngl/1/2"WD 24.00 48.00 l 1152.0 0.00 0.0320 1.50 8.22 31.24 ❑ Deck/WD Truss/9" Batt/Gyp Brd In Zone: ahu-3 1 PrOZo9RfI Shng1/I/2"WD 24.00 48.00 1 1152.0 0.00 0.0320 1.50 8.22 31.24 ❑ Deck/WD Truss/9" Batt/Gyp Brd Skylights No Description Type UCen Shading Vis.Trans W H (Effec) Multiplier Area Total Area [Btu/hr sf F] Coeff [ft] [ft] [sf] [sf] In Zone: In Roof: Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R -Value [ft] [ft] plier [sf] [Btu/hr. sf. F] [Btu/sf. F] [Ib/cf] [h.sf.F/Btu] In Zone: ahu-1 1 PrOZo4F11 Concrete floor, 24.00 48.00 l 1152.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: ahu-2 12111/2003 EnergyGauge FlaCom FLCCSB v1.22 I Pr0Zo7F11 Concrete floor, 24.00 48.00 l 1152.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: ahu-3 1 Pr0Zo9F1I Concrete floor, 24.00 48.00 1 1152.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 6 Systems ahu-1 System 1 Constant Volume Air Cooled Split No. Of Units 1 System < 65000 Btu/hr Component Category Capacity Efficiency IPLV I Cooling System (Air Cooled < 65000 Btu/h Cooling 48000.00 10.00 8.00 ❑ Capacity) 2 Air Handling System -Supply (Air Handler (Supply) - 1600.00 0.80 ❑ Constant Volume) ahu-2 System 3 Constant Volume Air Cooled Split No. Of Units 1 System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System (Air Cooled < 65000 Btu/h Cooling 48000.00 10.00 8.00 ❑ Capacity) 2 Air Handling System -Supply (Air Handler (Supply) - 1600.00 0.80 ❑ Constant Volume) ahu-3 System 4 Constant Volume Air Cooled Split No. Of Units 1 System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System (Air Cooled < 65000 Btu/h Cooling 48000.00 10.00 8.00 Capacity) 2 Air Handling System -Supply (Air Handler (Supply) - 1600.00 0.80 ❑ Constant Volume) 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 6 Ext -Lighting Plant Description Categories. Equipment Category Size Inst.No Eff. IPLV Piping No Type Operating Insulation Temperature Conductivity [F] [ Btu-in/h.sEF] Nomonal pipe Diameter [in] Water Heaters W -Heater Description Capacit Cap.Unit I/P Rt. Effcienc Loss 1 Instantaneous Water heaters - - Electric 2 Instantaneous Water heaters - Electric 3 Instantaneous Water heaters - Electric 40 [Not Req] 5 [kW] [Not Req] 4 [kW] [Not Req] 4 [kW] 0.9200 [EF] [Not Req] [EF] [Not Req] [EF] [Not Req] ❑ ❑ ❑ Ext -Lighting Description Categories. Are"en/No. of units [sUfUNo] Wattage [W] Piping No Type Operating Insulation Temperature Conductivity [F] [ Btu-in/h.sEF] Nomonal pipe Diameter [in] Insulation Is Runout? Thickness [in] 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 Fenestration Used Name Glass Type No. of Glass SC VLT Frame Frame Panes Conductance Conductance Absorptance [Btu/h.sEF] [Btu/h.sf.F] ApLbWndI SINGLE GREY 1 1.0581 0.8300 0.6110 0.4340 0.7000 ❑ Materials Used Mat No Acronym Description Only R -Value Used RValue [h.sf.FBtu] Thickness [ft] Conductivity [Btu/h.ft.F] Density [Ib/cf] SpecificHeat [Btu/lb.F] 18 Matt 18 2 in. Wood No 2.3857 0.1670 0.0700 37.00 0.3900 ❑ 264 Mat1264 ALUMINUM, 1/16 IN No 0.0002 0.0050 26.0000 480.00 0.1000 0 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 ❑ I- 1/41N, 187 Matt 187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 0 BOARD,1/21N 206 Mat1206 CELLULOSE,FILL,5.5IN,R- No 20.8318 0.4583 0.0220 3.00 0.3300 ❑ 20 151 Matt 151 CONC HW, DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 ❑ 4IN 178 Matt 178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 123 Matt 123 CONC BLOCK No 1.7227 0.6667 0.3870 53.00 0.2000 ❑ MW,8IN,HOLLOW 159 Matt 159 CONC No 0.3202 0.3333 1.0410 140.00 0.2000 ❑ HW-UNDRD-140LB-4IN 57 Mat157 3/4 in. Plaster or gypsum No 0.1488 0.0625 0.4200 100.00 0.2000 ❑ 72 Mat172 AIR LAYER, 3/4IN OR Yes 0.9000 ❑ LESS, VERT. WALLS 267 Mat1267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000 ❑ 266 Mat1266 2x4@ 16" oc + R 1 Batt No 8.3343 0.2917 0.0350 9.70 0.2000 ❑ 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 8 0. '. 215 Mat1215 POLYSTYRENE, EXP., No 8.3350 0.1667 0.0200 1.80 0.2900 ❑ 2IN, 105 Mad 105 CONC BLK HW, BIN, No 1.1002 0.6667 0.6060 69.00 0.2000 ❑ HOLLOW 256 Matl256 WOOD, SOFT, 1-1/2IN No 1.8939 0.1250 0.0660 32.00 0.3300 ❑ 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 ❑ 42 Matl42 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38.00 0.2000 ❑ block 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 86 Matl86 BRICK, COMMON, 4IN No 0.8012 0.3333 0.4160 120.00 0.2000 ❑ 211 Matl21 l POLYSTYRENE,EXP.,1/2I No 2.0850 0.0417 0.0200 1.80 0.2900 ❑ N, 12 Mad 12 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 ❑ 218 Mat1218 POLYURETHANE,EXP.,1/2 No 3.2077 0.0417 0.0130 1.50 0.3800 ❑ IN, 23 Matl23 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 4 Matl4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 271 Mat1271 2x4@24" oc + RI I Batt No 10.4179 0.2917 0.0280 7.11 0.2000 ❑ 272 Mat1272 Panel with 7/16" panels Yes 0.9044 ❑ 273 Mat1273 Hollow core flush (1.375") Yes 1.2777 ❑ 274 Mat1274 Solid core flush (1.375") Yes 1.7141 ❑ 275 Matl275 Panel with 7/16" panels Yes 1.0019 ❑ (1.375") 276 Mat1276 Hollow core flush (1.75") Yes 1.3239 ❑ 277 Mat1277 Panel with 1-1/8" panels Yes 1.7141 ❑ (1.75") 278 Mat1278 Solid core flush (1.75") Yes 1.6500 ❑ 279 Mat1279 Solid core flush (2.25") Yes 2.8537 ❑ 280 Mat1280 Fiberglass/Mineral wool core Yes 0.8167 ❑ 281 Mat1281 Paper Honeycomb core Yes 0.9357 ❑ 282 Mat1282 Solid Urethane foam core Yes 1.6500 ❑ 283 Mat1283 Solid mineral fiberboard core Yes 1.7816 ❑ 284 Mat1284 Polystyrene core (18 ga steel) Yes 2.0071 ❑ 285 Mat1285 1 Polyurethane core (18 ga Yes 2.5983 ❑ steel) 2 286 Mat1286 Polyurethane core (24 ga Yes 2.5983 ❑ steel) 1 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 9 287 Mat1287 Polyurethane core (24 ga Yes 4.1500 Simple Massless Conductance Heat Capacity Density RValue No Name ❑ [Btu/sEF] [Ib/cf] [h.sf.FBtu] steel) 2 pad No No 0.60 9.33 140.00 1.6703 ❑ Layer Material Material Thickness Framing 288 Mat1288 Solid Urethane foam core Yes 4.1500 CONC HW, DRD, 140LB, 4IN 0.3333 0.00 ❑ 2 178 ❑ 81 Mat181 ASPHALT -ROOFING, Yes 0.1500 ❑ ROLL 244 Mat1244 PLYWOOD, 1/2IN No 0.6318 0.0417 0.0660 34.00 0.2900 ❑ 185 Mad 185 CLAY TILE, PAVER, 3/8IN No 0.0301 0.0313 1.0410 120.00 0.2000 ❑ 82 Mat182 ASPHALT -SHINGLE AND Yes 0.4400 ❑ SIDING 11 Mad 11 2 in. Insulation No 6.6800 0.1670 0.0250 2.00 0.2000 ❑ 47 Mat147 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 ❑ 95 Mat195 CONC BLOCK No 0.7107 0.3333 0.4690 101.00 0.2000 ❑ HW-4IN-HOLLOW 248 Mat1248 ROOF GRAVEL OR No 0.0500 0.0417 0.8340 55.00 0.4000 ❑ SLAG 1/2IN 94 Mat194 BUILT-UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ 3/8IN 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 10 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sLF] [Btu/sEF] [Ib/cf] [h.sf.FBtu] 1004 Concrete floor, carpet and rubber pad No No 0.60 9.33 140.00 1.6703 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 151 CONC HW, DRD, 140LB, 4IN 0.3333 0.00 ❑ 2 178 CARPET W/RUBBER PAD 0.00 ❑ 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 10 l"'It • 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 11 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cf] [h.sLF/Btu] 1014 8"CMU/3/4"ISO BTWN24"oc/5/8 Gyp No No 0.26 9.70 62.72 3.7856 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 105 CONC BLK HW, 81N, HOLLOW 0.6667 0.00 ❑ 2 269 .75" ISO BTWN24" oc 0.0625 0.00 ❑ 3 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cf] [h.sLF/Btu] 1023 Solid core flush No Yes 0.58 1.7141 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 274 Solid core flush (1.375") 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sLF/Btu] 1038 Shngl/l/2"WD Deck/WD Truss/9" Batt/Gyp No No 0.03 1.50 8.22 31.2351 ❑ Brd Layer Material Material Thickness Framing No. [ft] Factor 1 81 ASPHALT -ROOFING, ROLL 0.00 ❑ 2 244 PLYWOOD, 1/2IN 0.0417 0.00 ❑ 3 12 3 in. Insulation 0.2500 0.00 ❑ 4 23 6 in. Insulation 0.5000 0.00 ❑ 5 187 GYP OR PLAS BOARD, 1/21N 0.0417 0.00 ❑ 12/11/2003 EnergyGauge FlaCom FLCCSB v1.22 11 ,�.��.! �. 1�k t � �'1.Miti'Ip. I �' � i'�*.°4� � � ,. • Wit. Y ` 13 i' REVISIONS k� PERMIT # DATE ADDRESS A CONTRACTOR L PH # FAX # DESCRRITION OF REVISION: UTILITIES n r- . rit i sr, n XLULI V LU FIRE BLDG - N 1 ` 1 DEVELOPMENT FEE WORKSHEET CITY OF SANFORD iiTILITY L ADABN P.O. BOX 1788 SANFORD, FL 32772-1788 Project Name: Date o Owner/Contact Person: Phone: n r Address: /ZOO Type of Development: 71narn 11147 I) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: AWA 2) NON-RESIDENTIAL Type of Units (commercial, Industrial, etc.): Cow1/tit Total Number of Buildings: i Number of Fixture Units - (each building): Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 3� y 1", 2", etc.) REMARKS: CONNEC770NFEE CAL CULA770N.• . -�-D�ateName- -Signature 4f 6 moo. 1) Water System Impact Fees Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD) Residential - S650/Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. . $487.SWnit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgment/assumption, estimation that such family units on average require 756/6-225 GPD of the water and sewer service of an average single family unit} Commercial S65WERU - Fixtures unit schedule fmm Southern Plumbing Code will be used. One ERU will be charged for caamection and up to twenty (20) fixtures units. For projects having more that twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixtures units will be rated as 125 em: twenty-six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer Systems Impact Fees Equivalent Residential Connections -270 Gallons Per Day (GPD) Residential - $1,700 Unk - Single Family structure, or multi -family unit Containing three (3) bedrooms or more. S1,275/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgment/assumption, estimation that such family units on average require 75% of water and sewer service of an. . average single family unit Commercial- Industrial- Institutional S1,700/ERU Fixtures unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixtures units For projects having more than twenty (20) units the Impact fee will be increments of 25% 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} Stanched Plumbing codes 0 1997 FIXTURES TYPE DRAINAGE FDCII WS UNIT VALVE AS LOAD FACTORS MINIMUM SIZE OF TRAP(INCHES) Automatic clothes washers, commercial a) 3 2 Automatic clothes washers, residential 2 2 Bathroom group consisting of water closets, lavatory, bidet and bathtub or showers 6 - Bathtub (b) (with or without overhead shower or whirlpool attachments 2 1 h Bidet 2: 1 'A Combination sink and tray 2' 1 '% Dental lavatory 1 11/4 Dental unit or cuspidor 1 1 'A Dishwashing machine, (c )domestic 2 1 h Drinking fountain '/, 1 'A Floor drains 2 2 Kitchen sink domestic 2 1 '/2 Kitchen sink, domestic with food waste grinder and/or Dishwasher 2 1 % Laundry tree 1 or 2 compartments) 2 1 'h Lavatory U 1 '/4 Shower compartments, domestic 2 2 Sink I I 1 2 1 'h Urinal 4 Footnote d Urinal, l gallon per flush or less 2e Footnote d - Wash sink (circular or multiple) each ser of faucets 2 1 h Water closets, flushometer tank, public or private - ' 46- ' Footnote d Water closets, private installation 4 Footnote d Water closets, public installation $ 6 Footnote d For SI:1 Inch -2S.4 mm, I gallon -3.785 L a For traps larger than 3 inches, use Table 7092 b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage ftxturns unit valve e See sections 709.2 thought 709.4 for methods of computing unit valve of fixtures not listed in Table 709.1 or for rating of devices with intermittent tlows.- d Trap size shall be consistent with the fixtuars outlet sizes e For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fist fixture unit unless the lower values are confirmed by testing; TABLE 709.2 DRAINAGE FIXTURES UNITS FOR FIXTURES DRAINS OR TRAPS Fixture Drain or Trap Size inches Drainage Fixtures Unit Value 1 '/4 1 1% 2 2 3 2'% 4 3 ' 5 4 6 Permit # : • �� Job Address: LeiLL cr r1 Description of Work: (f! ':!'r Historic Dishict: 2 Permit Type: Building 6M Electrical - " Mechanical Plumbing Fite Sprinkler/Alarm Pool Electrical: New Service 4 # of AMPS _C— Addition/Alteration Change of Service Temporary Pole Modtanical: Residential ✓Nat -Residential Replacement New ✓ (Duct Layout dot Energy Calc. Requited) Pltnnbing/ New Comtnercial: # of Fixtures # of Water 1k Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Phunbing Repair - Residential or Commercial Occupancy Type: Residential Commercial —Industrial Total Square Footage: Construction Type. vMe— # of Stories: # of Dwelling Units: Flood Zone (FEMA form required for other than X) Parcel #: Owners Name & Address: (Attach Proof of Owoembip & Legal Description) State Pbone & Fa:: 3 �%–jl� /�/I 3�G ZZ�'–O/Z zeortt.d Perwn Bonding company: Address: Mortgage Leader: Address: Phone: iii L Archited/Englueer: Phone: Address: Fa:: Z2.F- /«/ Application is hereby made to obtain a permit to do the work and installations as indicated. I ca* that no work or iaatal ration has eommeaeed prior to the issuance of a permit and that all work will be performed to mad standards of all laws regulating construction in this jurisdiction. I understand that a aepante permit must be nocared for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, dc. OWNER'S AFFIDAVIT: I cw* that all of the foregoing information is accurate and flat all work will be done in compliance with all applicable laws regulating consuuction and zoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF C0MI4ENCEM1ENT MAY RESULT IN YOUR PAYING TWICE FOR INIPROVEMENTS 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 reabictions applicable to this property that may be found in the public records of this county, and then; may be additional permit required Som other governmental entities such as water management districts, estate a , or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of i iepow, FV Signatara of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Data Owner/Agent is _ Personally Known to Me or Produced M APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: 2 3 Date atractor/Agent's ane 3 S a ngrature of Notary4ta of leridr Dat; ------ lot to• 00561 Contractor/Agent is Palo"Is, in4i' Produced ID Bo ," t Gulls t Florldo Notary Arun., 6569~9"8N 99 N (Initial at Date) Utilities: (Initial & Date) FD: (Initial alt Date) 1200 Lexington Greed Lexington Prof Ctr - Lot 14 Permit NO: 04-2743 Plans Archived Feb 06