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310 Gordon St 05-604 com new officePERMIT ADDRESS IV") "Cs" � CONTRACTOR ADDRESS Y,-c� '1 30 (--\ �Q\� PHONE NUMBER PROPERTY OWNERC�C' ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR C � _ . MECHANICAL CONTRACTOR v PLUMBING CONTRACTOR t + - MISCELLANEOUS CONTRACTOR 4 PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # CASDATE \ 3 - lC` LA PERMIT DESCRIPTION �� �•( �� ' �o PERMIT VALUATION SQUARE FOOTAGE �C�U .0 qW //����``CITY OF SANFORD PERMIT APPLICATION Permit # : n—"I CJs -\ aL, Date Job Address: 0' -�)\ " Description of Work: k LL- t -- Historic District: Zoning: slue of Work: $ �-46pj;2'— 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 Plumbing Repair - Residential or Commercial _ Occupancy Type: ResidentialCommercial Industrial Total Square Footage: Construction Type: , A # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 2--7—1 Qi " 30 - S Q H -Coon -on 3b (Attach Proof of Ownership & Legal Description) Owners Name & Address: A WQ INDDQ&7 t AL PAR -It 1 LL° l yyD ", MQV/4 RD 5017-301 LWV0t44 G&WO r—e 3 Phone: Contractor Name & Address: M AP--n m 0A41-oN A rn 2a / UN0 Al A/pI/A kp D YMAIR N State License Number: _C�6A Z;-cl i(o Phone &Fax: 3 -2 "S 3 Contact Person: M/112No _Phone: yJ7 'Y66 i(jQZ Bonding Company: S9--,W t4 132oW N Address: '7-40p SGt rT\- Q 1176 Ay000 U p f 'D ot4 TO NJ A i,:3 h-rTe 1J f- L 3Z 11 t-i Mortgage Lender: Address: Architee Address: -1 W-1-111TA" XMIUR-10- im-1 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 jurisdictto4/��� nd��}}'s��jj��d- ¢� separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEA7�R14;ifANKS,U� AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in com I j s gulatin9 construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEME RE L AYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT � Y U LE DOR ATTORNEY BEFORE RECORDING YOUR NOTICE F C O 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 requirements of Florida Lien Law, FS 713. c $� Signature of Owner/Xgent Date Signature of Contract /Agent Date O N � p. 4.11t twa -� T U�(Zat Gt. P Ow er Agent's Name m ; g. a .a i19 3.C4 3 S' re of tary-State of Florida Date CD 3. o Cwuffl� Of Se—lr-ie O H — a � N N OU Owner/Agent is _ Perso a y Z Qwn to Me or A _Produced ID c lA..ltGHi�l?t_. S R.nIRi1-1AF-t6 U £ Q Prin C tractor/Agent's Name ECL H L Si na a of Notary -State of Florida Date iIC vn c Fm' nCa e i �'d a Contractor/Agent is _ Personallvltnown to Me or Produced ID APPLICATION APPROVED BY: Bldg:/ ' D C Zoning:o f t Z o r Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: cJ IL (-}v u„ s�11 7 b l o c k t w �, \ \ \� � no r � / 5Ax c a ,� U l w� SOw�� O � � S � ��11 t C'xhA-- ��� �Lo"4.sicl-r & � cc.sa.-.r...-+�. ! CCU �SCI COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 04100015 DATE: December 08, 2004 BUILDING APPLICATION #: 04-10001574 BUILDING PERMIT NUMBER: 04-10001574 UNIT ADDRESS: GORDON ST 310 27-19-30-504-0000-0032 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: AERO INDUSTRIAL PARK LLC ADDRESS: 1440 NOVA ROAD SUITE 301 HOLLY HILL FL 32117 LAND USE: OFFICE/WAREHOUSE (STORAGE) 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 Warehousingg* 358.00 4.615 1000gsft 1,652.17 ROADS -COLLECTORS NORTH ORD Warehousing* 72.00 4.615 1000gsft 332.28 ROADS -ARTERIALS CO -WIDE ORD Office < 100K S are Feet NORTH 1,545.00 .985 1000gsft 1,521.82 ROADS -COLLECTORS ORD Office < 100K Square Feet 312.00 .985 1000gsft 307.32 FIRE RESCUE N/A LIBRARY N/A .00 SCHOOLS N/A .00 PARKS N/A .00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 3,813.59 STATEMENT RECEIVED BY: SIGNATURE : (PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT 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. CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: nn \ PERMIT #:O5 BUSINESS NAME / PROJ CT: I 1 44 I �1 11� AC1��q Q ADDRESS: W PHONE NO.: 6% 3 — C FAX NO.:�L�p7� —<,;2 %— d CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PE MIT [ ] TENT PERMIT f ] TANK PERMIT [ ] OTHER TOTAL FEES a O (PER UNIT SEE BELOW) COMMENTS: 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 1 will comply with all applicable codes and ordinances of the City of Sanford, Florida. 1- e t m � Sanford Fire Prevention Division Applicant's Sig lure h w z i NOTICE OF COMMENCEMENT ` State of Florida County of Seminole Permit No. Tax Folio No. (PID) Z - IL'a -30 -50q -OD60 --003 0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter J 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) t�(�-pLL.rz •z � - 19- �o - s`z7v -c.>rxx� -- oa a GENERAL DESCRIPTION OF IMPROVEMENT a o, OWNER INFORMATION Name and address Q;920 2N0QS7--id1,4L PA14K 44e, i `IVZ3 Al. 1VQVi4- R/ �$u17-E 30! DAy i an f3artno rzi, Interest in property (Fee Simple, Partnership, etc.) CERTIFIED COPY MARYANNE MORSE NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER.(IF OTHER THAN OWNER) CLERK OF, CIRCUIT Cr RT CONTRACTOR Name and address ly4Q Al. N6L A SURETY (Bonding Company) Name and address Amount of Bond LENDER UTY CLERK 8.) z38 -S-S-4-'t 11lt111 11111 1111111111111111111131111011111 p fQ Q t01 fill MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05540 PG 1560 Name and address CLERK'S # 2004189383 RE0U1200 I?_/09/9004 09i2l ab AM RLC(1RVINQ FEES 10.00 \\#\\\\RkR\k\\###\##\4#R;#k#\♦tk;#4f\kkt#R#k;#t#lkkfk\Rik#tkkk# k # R fkkf R###;# RECtIT�t V'l�Y fi0 on 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 ♦######\k#•kf##i#;kRk##kf#ftk#f#i#ftf;k###;###i;ii####RiiRi##Ritiiiti;RtRff#f#i###R#\R###k## In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. •#t#\Rk\#ikkk;k#t#kiR#R;i#RR####Rtii#itii#R#RRR#tfittili#tRi#t#;t#lfkRkf##f##k!!kt#k###tk\t\ Expiration Date of Notice of Commencement AMR 99M 1 vear from date of recording unless a different d rwrifiPd ) Y--"" MY Commission DD141002 Expires August 12, 2006 Signture of Owner to nd subscribed before me this Day of I } ern l , ►', 1�_ My Commission Expires: At)6). 2--1 2 4>-P bi The oregotng injtrument was acknowledged before me this �� day of 'Qregi ber , - by Z'''`_? l'(C 0,121f n (name of person acknowledged), who is personally known �e or who has produced (type of identification)as t entification and who did / did not take an oalh> Q1 CITY OF SANFORD PERNHT APPLICATION Permit # : -+ �O ` Date: August 4, 2004 Job Address: Lot Gordon Street Description of Woronstruct one ofbc=esbuil'din£�. and one shell building Historic District: Zoning: Value of Work: $--186r41 C-) • U V Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 400 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential XX Replacement New XX (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures five # of Water & Sewer Lines one # of Gas Lines N/A Plumbing/New Residential: # of Water Closets - Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial X Industrial Total Square Footage: Construction 'Type: 1V Unprotected # of Stories: one # of Dwelling Units: N/A Flood Zone: (FEMA form required for other than X) Parcel #: 27-19-30-504-0000-0030 (Attach Proof of Ownership & Legal Description) Owners Name & Address: Aero Industrial, LLC, 1440 Nova Road, Suite 301, Daytona Beach, FL 32117 Phone: (386)238-5577 Contractor` —Name & Address: State License Number: Phone & Fax:(386)238-5577 Fax (386)238-0036 Contact Person: Luther Davidson Phone: (386)547-0639 Bonding Company: Brown & Brown Address: 200 South Ridgewood Ave.Daytona Beach, FL 32114 Mortgage Lender: Address: Architect/Engineer: American Civil Engineering Co. Phone: (407)327-7700 Address: 207N.MossRoad.Suite 211,WinterSpring, FL 32708 Fax: (407)327-0227 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. 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: 1 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 a that I will notify the owner of the pro erty of the V Print Owner/Agent's Name g S Q Si nature of Notary -State of Florida Date Owner/Agent is 4 Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: t'Q- a• - S/a$- /47MayhO Law, FS 713. ,gen� Print Contractor/Agt mt's Name of Notary -State of Florida Date Contractor/Agent is _X_ Personally Known to Me or Produced?[ D G,J C. Zoningj T g tilities: l� FD: IC I 10C (Ini ial &Date) (Initial & Date) (Initial & Date) Imo- SDVP404 -Z413 �C i ►:�. " y� Y gig r CITY OF SANFORD PERMIT APPLICATION Permit # : Job Address: W it f Description of Work: Historic District: Zoning: Value of Work: Date: �00 q Permit Type: Building Electrical . --./ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMP 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:5 �0y Construction Type # of Stories: # of Dwelling Units:- Flood Zone: (FE117A form required for other than X) Parcel #: Owls Name &Address: _5A (Attach Proof of Ownership & Legal Description) ifZ2M�f//iv" L Phone: LJlGS6/ oCSfS i3C / Contractor Name & Address: �1( 1--s C I CL frr e _ Drn G� nka / i DO SD • 's-e S ✓- ✓ c— 'sp - 1�ra.,�n�,4 . PI State License Number: L=�' on 0 Phone & Fax: Z.;' b(, b %— S g S---;,%%_ (off,Ca tact Person: DA V i D Phone: 3 g6 _ BondingCoGm,Jpany: w111 (� / / /, Address.- X�i/ / !J //�OQCi i/tom ///if/%I17l� ,r5�i oy, �!� ���`-Y Mortgage Lender: Adder,. 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 manag tri , ate agencies, or deral agencies. Acceptance of is v rifi ' n that 1 will notify the owner f the property of the requ' ents lorida 713 n vo� 8-5 o el Signature of Owner/Agent to Si ure of Contract /A ent Date W&Iye� 2wk� - 1 Pr' Owner/A nt ame contractor/ gent's Name' / �p Sig Lure of Notary -State of Florida Date Signature of NotaryState of Florida Date �j Owner/Agent is A Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: DEBORAH A. VANLINT ;.: Notary Public, State of Florida Contractor/Agent is _ Personally ,duly comm. expires Nov. 30, 2004 Produced ID ? ; ymm. N . DO 310706 Zoning: Utilities: S �J FD: / (Initial & Date) (Initial & Date) (In ral Dat ) r — CITY OF SANFORD PERMIT APPLICATION Permit #: Date: August 4, 2004 Job Address: Lot 3 Gordon Street Description of Work: Mechanical Historic District: Zoning: Value of Work: S 8,600.00 Permit Type: Building Electrical Mechanical XXX Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service —AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential XX Replacement New XX (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures five it of Water & Sewer Lines one # of Gas Lines N/A Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial XXX Industrial Total Square Footage: 5600 Construction Type: IV Unprotected # of Stories: one # of Dwelling Units: N/A Flood Zone: (FEMA form required for other than X) Parcel #: 27-19-30-504-0000-0030 (Attach Proof of Ownership & Legal Description) Owners Name & Address: Aero Industrial, LLC, 1440 Nova Road, Suite 301, Daytona Beach, FL 32117 Phone: (386)238-5577 Contractor Name & Address:lgloo Air, Heating and Air Conditioning, INC. P.O. Box 730418, Ormond Beach, FL State License Number: CAC041233 Phone & Fax:(386)238-5577 Fax (386)238-0036 Contact Person: Luther Davidson Phone: (386)547-0639 Bonding Company: Brown & Brown Address: 200 South Ridgewood Ave.Daytona Beach, FL 32114 Mortgage Lender: Address: Architect/Engineer: American Civil Engineering Co. Phone: (407)327-7700 Address: 207N.Moss Road,Suite 211,WinterSpring, FL 32708 Fax: (407)327-0227 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. 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 thejgmay be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. s Acceptance o i s v ' teat on that 1 will notify the owner of the pr O c Signa re o wner A ent ktc ��t �wner/A�genl ame Signature of Notary -State of Florida Date k, S"01 Owner/Agent is Y Personally Known to Me or _ Produced lD APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: erty of the requirements of Florida Lien L(a}J_y FS 713. Signature of Contractor/Agent Date �Pr't Contractor/A nt's Name MLO-. f1.6/D� ig. ature of Notary -State of Florida Date Contractor/Agent is V Personally Known to Me or Produced lD "Zoning: (Initial & Date) Utilities: ZE a FD: (Initial & Date) (Initial a. UTILITIES DEPARTMENT g�gg�ggg gg (u yp Novo'- V,(�- CITY OF SANFORD, FLORIDA RECEIVED OF 729 9 LOCATION m'jw co RESIDENTIAL a� ati .., w UU1I L 11 p Q�jM� M COMMERCIAL LL N�Z=ZSiZ tj %= F= 0 AMOUNT SEWER GROWTH WATER GROWTH I , (o�-Z� 2 W1� METER SIZE° SEWER TAPW� LLy i STREET CUT SW / WA. on�� %�•S 'v� _, TOTAL o n -- � i C F SANFORD BY'�1 :29 1 a� r NO (� s g-p E .I r 80. x 1\ 51600-00 * 5000.00 x 60- o (L 3369000.00 5t600- x 0.034a5 193.20 51600- X 0.2200 I1232.00 I 57600- 2- X 0.01 28.00 b DEVELOPMENT_FEE WORKSHEET CITY OF SANFORD. UTILITY — ADNIIN P.O. BOX 1788 SANFORD, FL 32772-1788 Project Name: Date Owner/Contact Person: Phone: Address: a 04 D oN -S -M'oe T- L o T- 3 Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Ort//orn IWA2 Type of Units (commercial, Industrial, etc.): Total Number of Buildings: Number of Fixture Units (each building): Type of Utility Connection (individual connections or central water meter & common sewer tap): � 3 I E cu _59&jdfi_ 4 Water Meter Size (3/4", 3� y 1 ", 2", etc.) REMARKS: CONNECTION FEE CALCULA770N. '�O Erz $ 17rn od �►�w� S P S rzwte_ . k �4 IP -- 'By c-o#L1Tfl".t cd . Name - Signature - Date 46�� 1) , Water System Impact Fees Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD) + . Residential $650/Unit - Single family structure, or multi —family unit containing three (3) bedrooms or more. S487.50/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 750/6-225 GPD of the water and sewer service of an average single family unit} Commercial S650/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 that twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixtures units will be rated as 125 eru: 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 - S1,700 Unit - 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 $1,700/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 as 1.25 ERU: twenty six (26) fixture units will be rated as 1.5 ERU). FIXTURES TYPE DRAINAGE FIXTURES 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 '/2 Bidet 2 1 'A Combination sink and tray 2 1 '/2 Dental lavatory 1 1 'A Dental unit or cuspidor 1 1 'h Dishwashing machine, (c )domestic 2 1 '/2 Drinking fountain %2 1 'A Floor drains 2 2 Kitchen sink domestic 2 1 '/2 Kitchen sink, domestic with food waste grinder and/or Dishwasher 2 1 '/2 Laundry tray (1 or 2 compartments) 2 _ . 1 '/2 Lavatory 1 1 '/4 Shower compartments, domestic 2 2 Sink 2 1 '/2 Urinal 4 Footnote d Urinal, 1 gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each ser of faucets 2 1 '/2 Water closets, flushometer tank, public or private 4e Footnote d Water closets, private installation j 1 4 Footnote d Water closets, public installation 6 Footnote d For SI: 1 inch-25.4 mail ganon=3.785 L. a 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 fixtures unit valve C 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 flows. d Trap size shall be consistent with the fixtures outlet size. e For the purpose of computing -loads on building drains and sewers, water closets or urinals shall not be rated at a lower -drainage fast 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 2 3 2 %2 4 3 5 4 6 Standard Plumbing codes 01997 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Back m. IN sewin(Ae C ount% �nf+rrl r �pnr --66RBON ST 3 �n rcri go I ILII 1�. !�n-.r ♦ � GENERAL Parcel Id: 27-19-30-504-0000-0030 Tax District: S1-SANFORD Owner: AERO INDUSTRIAL LLC Exemptions: Address: 1440 NOVA RD City,State,ZipCode: HOLLY HILL FL 32117 Property Address: GORDON ST Facility Name: Dor: 40-VAC INDUSTRIAL GENER 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $158,124 Land Value Ag: $0 Just;!Aarket Value: $158,124 Assessed Value (SOH): $158,124 Exempt Value: $0 Taxable Value: $158,124 2003 VALUE SUMMARY SALES Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $3,299 WARRANTY DEED 04/2004 05271 1417 $213,000 Vacant 2003 Taxable Value: $158,124 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this DOR Code ASSESSMENTS LAND Land Assess Land Unit Land LEGAL DESCRIPTION Frontae De Method gpth Units Price Value LOT 3 GORDON SUBDIVISION PB 56 PGS 47 & 48 SQUARE FEET 0 0 52,708 3.00 $158,124 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. kft PROPERn' APPRAISER CON -TACT 1­110731E PAGE http://www.scpafl.org/pls/web/re_web-seminole_county_title?PARCEL=2719305040000O... 8/ 13/2004 POWER OF ATTORNEY Date: ;CLoe .9moog I hereby name and appoint Luther Davidson of Martin Daytona Corporation. to be my lawful attorney in fact to act for me and apply to the City of Sanford County of Seminole Building Department for all permits for work to be performed at a location described as: Section Township Range Lot Block Subdivision Gordon Street, Sanford, FL (Address of Job) AERO Industrial, LLC 1440 N. Nova Road, STE 301 Daytona Beach, FL 32117 (Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Robert D. Martin Type or Print name of Certified Contractor Signature of Certified Contractor The foregoing instrument was acknowledged before me this J� day of 2004 by Robert D. Martin who is personally known to me and who did not take oath. State of Florida County of Volusia Commission # bbzl9l07 8 (N tary) My Commission Expires: pj Cr" Da ne E)Oros January 07 2008 PERMIT # ADDRESS DATE � 3 DQl— CONTRACTOR PH #1407^ 70 0 FAX # 4�27-3P7-065�a� DESCPRITION OF REVISION: =_Nuv uI i '' UTILITIES FIRE B L D G w j3?a S q w /y eon �- Jo i�.vi f-s 2Xc e--o 30e& Id-e- /ie(4 1 e -e ►.A w-c-at-A e r pvdtecf i� J t,.)� ll be_i"9 Vey 3) pray"dam t'reduci- a��re� a%1q h C%u rSJ w t ►� �o �JS Sao se Jot vlo-Y , — �� pr,.; 1'8_& 5 f- d f v^a 40100. AMERICAN CIVIL ENGINEERING CO. 207 NORTH MOSS ROAD, SUITE 211 • WINTER SPRINGS, FLORIDA 32708 Telephone: (407) 327-7700 • Fax: (407) 327-0227 November 3, 2004 City of Sanford Building Department P.O. Box 1788 Sanford, Florida 32772 RE: 310 Gordon Street Dear Building Official: Please review the revised building plans for the above referenced project. 1) Masonry joints can exceed 30'. A note has been added to joint detail. 2) CMU weatherproofing note has been added to plan and spec sheet has been enclosed. 3) Product approval spec sheets for window and doors have been enclosed. 4) The expansion joint has been removed. A 5600 s.f. slab does not require an expansion joint. 5) The office area is less than 25% of total building area. FBC 2001 does not require the office to be separated from warehouse with a fire wall (see enclosed code). This building is single tenant. However a firewall can be installed if the building department requires it. If you have any questions please contact John Reynolds at our office. Sincerely, American Civil Engineering Company John H. Reynolds 704 - 704.1.3.3.2 SECTION 704 FIRE RESISTANT SEPARATIONS 704.1 Occupancy separation requirements 704.1.1 The minimum fire resistance of construction sep- arating any two occupancies in a building of mixed occu- pancy shall be the higher rating required for the occupan- cies being separated, as specified in Table 704.1. TABLE 704.1 OCCUPANCY SEPARATION REQUIREMENTS Large or Small Assembly 2 hour Business l hour Day-care t'3ccupancy2.3•4 l hour Educational 2 hour Factory -Industrial 2 hour Hazardous See 704.1.4 Institutional 2 hour Mercantile 1 hour Residential I hour Storage, Moderate Hazard S 1 3 hour Storage, low Hazard S2 2 hour Automobile Parking Garages' I hour Automobile Repair Garages 2 hou Note: I. See 411.2.6 for exceptions. 2. Rated separation is not required for day-care occupancies in assem- bly 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 sepa- rated in the corridor by a smoke barrier having a fire resistance rat- ing of not less than I hour. The fire rated smoke barrier shall be locat- ed 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 consid- ered mixed occupancies. Height and area will be gov- erned by the principal intended use. 704.1.2.2 The following occupancies need not be sepa- rated from the uses to which they are accessory: 1. A kitchen in a Group A occupancy does not con- stitute a mixed occupancy. A fire resistant sepa- ration is not required. 2. Assembly rooms having a floor area of not over 750 sq ft (70 m2), are incidental to another occu- pancy, and have an occupant load less than 50 shall be classified as part of the other occupancy. 3. Administrative and clerical offices and similar rooms which, in area per story, do not exceed 25 percent of the story area of the major use when not related to Group H occupancies. Exception: Accessory uses in Group F and S occupancies conforming to 704.1.2.1. 4. Rooms or spaces used for customary storage of nonhazardous materials in Group A, Group B, Group E, Group F, Group M, and Group R, which in aggregate do not exceed 1/3 of the major occupancy floor area in which they are located. 5. Portions of buildings which are less than 3,000 sq ft used as accessory small businesses to and open for business simultaneously with the princi- pal retail sales occupant, only in a Group M occupancy. Exception: Item 5 shall not apply to separa- tion walls between tenants and malls in cov- ered mall buildings. 704.1.23 A 1-hour occupancy separation shall be per- mitted in assembly rooms greater than 750 sq ft (70 m2) but less than 2,000 sq ft (186 m2) in area when all of the following are met: 1. The occupant content does not exceed 300 per- sons calculated in accordance with Table 1003.1. 2. The assembly room does not constitute the major occupancy classification of the building. 3. The assembly room is not associated with a haz- ardous or Group S 1 occupancy. 4. The assembly room is not associated with a kitchen. 5. The assembly room is not a theater or restaurant. 704.1.3 Special occupancy separations 704.1.3.1 Assembly and educational. Fire resistance separation shall not be required between Sunday school rooms and a church auditorium of Group A - Small Assembly occupancy, and between classrooms in day schools and auditoriums, gymnasiums, cafeterias, and libraries of small assembly occupancy, which are used only as accessory uses to the education occupancy. 704.1.3.2 Automobile parking garages. A separation between an automobile parking garage used exclusive- ly for the storage of passenger vehicles that will accommodate not more than 9 passengers and any other occupancy having a rating of 2 hours or more in Table 704.1 shall be 2 hours. 704.1.3.3 Boiler and machinery rooms 704.1.33.1 Every central heating boiler as defined in the Florida Building Code, Mechanical installed in any building other than a one- or two-family dwelling or Group F, shall be separated from the rest of the building by not less than 1-hour fire resistant construction. 704.1.33.2 A central heating boiler installed in a Group A or H occupancy shall be separated from the rest' of the building by construction having a fire resistance rating of not less than 2 hours. 7.4 FLORIDA BUILDING CODE — BUILDING OCT-20-2004(WED) 12:58 P. 003/018 1.0 2.0 9.9 4.11) 3.0 J 6.0 7.0 0.0 9.0 10.0 11.0 HuRRICANB TzST LABORATOR1r, INC. ramna Amo EVALUATION SOLUTIONS vvww-h111*V Lcorw MANUFACTURER IDENTIFICATION Report 0: 0106.1219.02 Specimen 11: 1 Test Onto: 17v/17-20/OAT 1116pors ■xpjreal 9/39/0e Page 1 o1 1 NAME OF APPLICANTS VISTAWALL Architectural Products, Inc 803 Airport Roaa Terrell, Tx 7S160 CONTACT PERSON: Fred Grunewald WM TEST NOTIFICATION 61 HTL 02105 (Miami -Dade) HTL LAB CIERTIFICATIONI Miaml•Dade County (03.0507.09) S6CCII(TL9704A) Florida 8ullding Code (TST1517) AAMA; WDMA; Keystone Certifications PRODUCT IDENTIFICATION Preduet Types Aluminum panelized Window Wail System► Modal Numbers Vistawall FG-2000 Window Wall System Performance Classl +60/-60 PSF Overall Sample 3Ite: 145-3/4" (w) x 96" (h) No./size of Door Leaver N/A Coninguratlem This sample Consisted of tnree Individual names that ware each assembled separately and snapped together to form an overall trance that was three bays wide — See Drawing #FG2000S-El, sheet El far an elevatlon of this Sample. Each of the ba In this sample was configured as follows: Location at Of Kited Maw Lltes • Oleae Leh Bay 2 A Center gay A Right Day 1 I A wrewnpr ,nls cast rep01`1 a 0105.1219.02 prepared by HTL IS Incomplete without the attached test unit drawings FG-2000S-El, dated 8/i8/03 and tearing PE seal a 53820. PRODUCT DESCRIPTION 12.0 DETAzub DLSCRIpn01V: 12.1 Indhrldual FromisAarelnbtyt Each Ind►vldual frame In this sample was fabileattd using the followino aluminum extrusions. Frame dead FG-2229 ' 1.750" x 4.5 '- x 0.070' 6063 T6 Frain! Sill ' FG-2229: 1,750" x 4,500" x 0.070- 6063-TS : Intermediate Mullion : FG•2228 11.7s0" x 4.S00" it 0.094 6063-TS r 7i'Ittrinedlam Mullion Filler -- : FG-210I 4.780" x 4.000" x 0.070 . 6063.T6 i Jamb Mullion . FG-2230 1.7S0" x 4300-x 0.070" 6063-TG �G1496 Step at hand, 6111, and horizontal Iocallcns Fro-1166 ' 0.0761,x 1.692"x 0 OSS" 6063•T6 SNb SIII Flashing FG-251 : 1.675" x 4.714" x 0, 078" 6063-TS ENGINEER OF ACCORp 8/29/ 03 Vlnu J. AbrahArn, P. E, FL Rag. N 53620 70 =%".j 000coataor 0":CT n007/h0/aT OCT-20-200d(WED) 12:58 P.00d/018 ... �,. ����.... r. rr, •..w r.w rw•. •M-w.•�•.�•np�Vr'VVr'rV.O ,..v" MYRRICAN9 TEST LABORATORY, INC. . Repoe►t r; Of OSf 219.02 USM0 AND EVALUATION SoLunaM Specimen OS121 1 y )Nbt �tlteecs4ln Test Datei 12/17.20/02 "open Expire!: 0/29/08 Page 2 of 2 The following procedures (typical) were utlllled when assembling each Individual frame: FfamgCo�Constrlg ion: At each frame cornier, the vertical frame member ran through while the horizontal frame member was square cut, butted, and mechanically fastened to the ve►t c6l using two (2), $14 x 1" HH SYS fasteners. Frame �o mt�4a,ihrn: Each frame lolrt was sealed using strips of Schnee -Morehead SM5601 Tacky Tape Industrial Sealant, 12.2 Overall Frame Aue riblyt The individual frames once assembled were stacked into the opening from right to left when viewed from the exterior side. Frame Instllllanen: The first step in the assembly of the overall sample was to place a continuovc sill flashing (FG-2231) across the entire width of the opening and anchor it In place. NQM: Prior to the Installation of the sill flashing, each end of the sill flashing was sealed using an aluminum end dam (FG20004P-4) which was mechanically attached In place using two (2), 0.123" diameter pop ►Nets. The joint between each end dam and the sill flashing was completely sealed using Dow 99S Sliicone. Second, the Individual frame for the right bay was stacked on to the sill flashing and secured to the opening. Third, the Individual frame located In the center bay was stacked on to the gill flashing and snapped to the lndlvidual frumv already present in the right bay. Finally, the individual frame located in the left bay was sacked into the opening and snapped to the Individual frame already located in the center bay. twerall Sample Sealant Aenllcatlon (tnterlor Clge). Tho first Rep In the assembly of the overall Sample was to place a continuous sill flashing (FG-2231) across the entire width of the opening. Note: A continuous perimeter bead of Vulkem 921 sealant was applied on both the exterior and the Interior side of the sill fleshing. The heads of the fasteners used to attarh the sill flashing to the opening were sealed with Dow 995 Silicone. Next, a continuous row of Dow 99S Silicone was then applied In the''C" scot receiver on the Interior of the sub sill flashing creating a continuous seal as the Individual panels are Installed and pressed tightly against thol Aashing leg. Additionally, a bead of vulkem 921 Polyurethane sealant was applied aieng the entire interior joint between the top of each frame and the opening. vulkem 921 was also applied at the bottom Interior joint between each jamb and the opening to a height of 3". Overall Sample Sealant IpA leatten,(Exterl_ or Sd1 Once all Individual frames had been Installed Into the opening, then the entire exterior perimeter of the sample was sealed with a continuous perimeter bead of Vulkem 921 Polyurerhane sealant 13.3 Gluing: 12.3.1 Glasing Mater lair The glazing material used in this test specimen was 1/4" thick (ove(all) Tempered Glass (Glass Type A). 12.7.2 aiming Method: Each glass lite used in this Sample was glered using a continuous extruded EPDM wedge gasket (FG-1133). NOTE: At each gloss lite•s corners, the adjacent EPDM gaskets were sealed using a cap bead of Dow Corning 99S Silicone Building Sealant. 12.3.3 Da I' ht0 lain bwtlon Oa 1 ht Opening Glass site Gla`s Type ' 1 Left Bav 1 4" x 45.3 8' VIA" A 1 i Left Ba 46.1 4" x 4S-318' 5116, A i 1 Center Bay_46.1 4" s 92-1 2" 5116. A 3 Right, Bay 46.1 4-x 92.1 2" S 16" A 22.4 Weather-st►Ipping: None used. 12•S Weep Holes; None used. eNO1N99111' OM ReCpRO IV29/03 Vlnu J. Ab/sham• P.E. FL Rlrg• N 53020 170 namanQ/QQr Qh:Ct h007/haMT OCT-20-2004(WED) 12:59 P. 005/018 PHURRICANE T93T LABORATORY, INC. TMING AND tvAaLLiArtom SoumoNs wwr► 12.6 PRODUCT INSTALLATION Report M: 0103-1219.02 specimen 0. 1 Test Date: 12/ 17.20/02 Report Expires: 0/29/08 Page 3 or 2 2.3.0 is frame m le was InsUlled into the steel and conga opening as follows: Letaban ; Fattener DWri tien Fastener Schedule Frame Head Attached to the opening using six (6), Locared 2- from each vertical. r!."x 1•12"TEK rterewc. Frame SIII I Attached to the opening using twelve . Located two Inches and five inches from each (12), V41 x 2-1/2' Tapeons (t-3/4;" i vertical. minimum embetirrientl, rMullions Attached to the opening using two I Leh )amb Mullion: Located 44.1/4' from silt. . (2), 1/a" x 1-112" TEK shrews. Right )amb Mullion: One located at the centerline. p(QIL There Is at VV shim space used around the entire perimeter of this test sample. PRODUCT INSTALLATION 14.0 This frame Sample was Installed Into the steel and concrete 00anina as follows: Lftation Folaner O H on asters r SchiaduI2 Frame Attached to the opening using six (6). i Located 2-rrom each vertical. Head Y.' x 1.1 2" TEK screws. Frame Sill Attached to the opening using twelve Located two inches and five Inches from each (12),'A" x 2.1/2" Tapcons (1.3/4" 1 vertical. ' minimum embedment). Jamb Attached to the opening using two (2), 1 Left Jamb Mullion: Located 44.1/4" from sill, Mullions 'A' x 1-1/2' TEK screws. Right Jamb Mullion: One located at the i centerline. NOTE: There Is a VV shim space used around the entire perimeter of this test sample. TEST RESULTS 15.0 SUMMARY OF RWULTs Tart Method Test Conditions Test ConClusion Air Infiltration Test I . TM E283 alnd TAS 20Z 1.57 psf & 6.24 psf PASS Water Infiltration Test (ASTM E331 and TAS 202) 15.00 psf PASS Static Load Test + 60 and — 60 psf (ASTM E330 and TAS 202) Design Pressure PA55 ENGINEER OF RECORo 8r/29/03 VIM J. Abraham, P.E. FL Reg. N 53820 %a Im"A paocoa/400 Qb:CT h1207/h0/OT OCT-20-2004(WED) 12:59 P. 006/018 MYRBicANE TNsT LAYORATORIr, INC. TWMNG AND EVAtttATiaN S oumiaNs �� hdtrrst.tom ccY Li 16.0 TEST SEQUENCb a. Air infiltration test at 1.57 psf and 6.24 psf. b. Uniform ctatic road tort at positive pre load. c. uniform stack load test at positive design pressure. d. Uniform static load test at negative pre bad. e. Uniform static load test at negative design pressure_ f. Water Infiltration test at 15 psf. g. Uniform static load test at positive over load. h. Uniform static load test at negative over load. 17.0 AIR INPILTRATION TM RESULYS (ASTM 12e31: Test smpu►a I MErltsured Allowed i dm It' fe 1.57 psf 0.010 0.30 6.2,� psf 0.000 N/A 19.0 WATER LPAKAGE TEST RKSULTS� Report r: 0105•1219.0Z specimen A: 1 Test Date: 12/17.20/02 Report Expires: a/=9/Oo Page 4 of 4 Test Tost Spray Re at : Twat Duration Meshed Presau.e GPII fta i Min. Measured Allowed ASTM E331 1S.00 psf S.0 ! 15.00 No Entry No Entry 19.0 UNIFORM STATIC LOAD TEST RLSULTS: 19.1 LOCATION Of DDLECnON MEASUREWNTe• ENGINEKR OF REGORO 8/29/ 03 Vlnu J. Abraham. P,6, FL Reg. op 53a20 CO 12c"A QQQCQQr Qar Pb:CT eQQ7. /nQ /Q T OCT-20-2004(WED) 12:59 HuRRiCANi TEST I.AaoRwTORY, INC. TnTiwa Amn BvALuATlom lcaAffIoNs www.htJtsat.cwn TL� 19.2 DEFLECTION DATAI 19.L1 POSITIVE LOAD: P. 007/018 Report 0. 0105.1219.02 specimen x: 1 Test Dam 12/17.20/02 Rapo►t EXPlro3: 8/29/08 Paso 6 or s + 410 eat b seconds Location Net Deflection (in.) Measured Allowed In. Permanent Set (In. Measured Allowed In. In. t B 0.06 N/A 0.00 0.09 ' D 0.20 N/A _ 0.01 0.19 G 0.34 N/A 0.00 0.19 + 60 ps! (33 seconds) Location; 1 1 Net Defiectlen (in.) Measured Allowed In. i in. Permanent Set (in.) Measured Allowed ;n. in. S 0.09 0.26 0.01 0.09 D 0.32 0.53 0.00 0.19 1 G 0.48 0.53 0.00 0.19 + 90 Pat 30 condo Location ? S Not Deflection (in.) Measured Allowed (in.) in. 0.06 N/A Permanent Set (in.) Measured Allowod I( A.) in. 6.00 0.09 D 0.60 N/A. _ 0.01�0.19 _ ' G i 1.00 N/A 0.00 0.19 19.2.2 NEGATIVE LOAD: - 45 ps1(23 seconds) I Location ; Not Deflection (In.) Permanent Set (In,) Measured Allowedd Measured Allowed_ B i 0.05 N/A 0.01 0,09 D 0.39 N/A 0.01 0.19 I 6 1 0.40 N/A 0.00 0.19 60 psf 99 cocAnds) Net Deflectlon (In.) Permanent Set (in.) I Location : Measured Allowed Measured Allowed In. In. ► B 0.06 0.26 0.00 0.09 0.19 ' D 0.45 0.53 0.01 G 0.52 0.53 0.01 _ 0.19 9NGINesR OF RBCORO 6/29/03 VIAu J. Abraham, P.E. Fl. Reg. Ir 53820 00 QQo=]C/QQr OA'CT hOM7/0%0/qT OCT-20-200d(IIED) 12:59 P.008/018 • MYRRICANR TEST LABORATORY, INC. Report 0: 0105.1219.02 TXMJWo And EVALUATION Sort.{ ncm Specimen A1; 1 www.ht11*11,som P Test Dater 12/17.20/02 L� Report Expires: 8/39/08 Page 6 of 6 - 00 W (30 seconds) ` Not Deflet tlon In. Permanent Set In. Measured ; Allowed : Measured I Allowed 1 9 0.08 N/A 0.00 0.09 r O 0.63 N/A 0.02 0.19 F G 0.57 'Y/A 0.00 0.19 19.2.3 R!MARIM Deflection data reported is the overall deflection between three points (longest unsupported span) Accounting for support movement. No sloes of failure were observed In any area of this test specmen during the uniform static load test. As such, this specimen was found to 1865l'y thA uniform static load test requirements of Florida Building Code Protocol TAS 202. MISCELLANEOUS INFORMATION 20.0 CERTIPICATTON & DISCLAIMER STATEMENT: The test and the results summarized In this test report were conducted in accordance with the . specifications of the applicable codes, standards a test methods listed below by the Hurricane Test Laboratory, lac. located at 6655 Garden Road, Riviera Beach, FL 33404. This report is only Intended for the use of the entity named In section 1.0 of this report. The above results were seared by using the designated test methods and they indkate compliance with the performanee requirements of the referenced specification. 21.0 APPLICAf11L! COOS, STANDARDS i TEST METHODS: AWM 2283 - -standard Tat Method For Octet mining The Rate of Air Leakage Thiough excerlor Windows, Curtain Wails, and Odors Under Specified Pressure Differences. Pbrida Building Code (NVHZ) Test protocol ?AS 202 - Criteria For Testing fmpac and Non- IMOAct Resistant Building Envelope components using Uniform stAtJC Air Pressure, ASTM E331- Standard Test Method for water Penetration of Exterior Windows, Curtain Walls, and Dears by Uniform Static Air Pressure Dlfferenoe. ASTM E320 . Standard Tett Method for Structural Perforrnanee of Ewterlor Wlndowt, Curtain Waric, and Doors by Uniform Static Air Pressure Difference, 22.0 LIST OF O/PIICIAL ORSERVER51 vinu 3. Abraham - HTL, P.E. Jost E. Coldn - HTL, E.I. urmilla Jokhu•Sowell - HTL, 111T Larry Gadson - HTL, Techniclan Frank Hughs -. HTL, Technician 3.0. Wlesams - vstawell Archlmctural-Products ENGINEER Or RECORD 0/29/03 Vrnu J. Abraham. r .C. FL Reg. • $1820 I IrIVA RgnRpg14RR Ab:CT bGn71b91/PT OCT-20-2004(WED) 13:00 P. 009/018 4310 Industrial Access Rd. +- .� �.•g � Douglasvilte. GA 30134 Toll Frce (800) 542.0501 DOORS & BUILDING COMPONENTS Phone (770) 942-0501 2002 DBCI ALL RIGHTS RESERVED Fax (770) 489-0873 COMMERCIAL DOOR INSTALLATION INSTRUCTIONS SERIES 2000, 2500, 3100 & 3400 In the following text the word: IWARNINFaImeans that serious injury or death can result from failure to follow instructions. [�ylmeans that minor injury or property damage can result from failure to follow instructions. means that special attention should be given to the instructions. CAUTION Use proper lifting equipment and correct procedures to avoid injury. DO NOT CUT TAPE OR PLASTIC, which holds the door in a roll. You will be told at a later time exactly when to" -cut these items. No•guarantoo will be given or'responsibility accepted by the manufacturer If doo'ris not erected as Instructed. For proper. operation. follow the instructions given. PjeAie-review all instructions before starting actual work. ' Overhead doors are large, heavy objects that move with the help of springs •undef high tension. Since moving objects and springs under tension can cause injuries. your safety and the safety of others depends on your reading and following the information in these instructions. DBCI recommends that only properly trained personnel should install tension doors. POTENTIAL HAZARD EFFECT ]F PREVENTION - Keep people, clear of opening while door MOVING DOOR Can cause serious. is moving.Get het p •or use support when injury or death lifting new door into place: Installation; repairs and adjustments must HIGH SPRING Can cause serious be made by a. trained service person using proper tools, methods and TENSION injury or death instructions. Before winding torsion spring. make sure door isjully open and curtain is wrapped on drums. ll CHECK DOOR OPEMNG. A Check the width and height of the door opening and verify the measurements against the sizes shown on the door packing 'slip. B Check doorjambs for plumb, to ensure proper door alignment and performance. C Check header and floor for level, to ensure proper door alignment and performance. D Check to be sure that there is sufficient side clearance at the jambs and at the head room above the door opening. (See table A). E The jamb surface, to which the guide Is to be attached, should be flush for mounting purposes. 100100-020000 11 /26/02 OCT-20-2004(11ED) 13:00 MnUrM1tM ntMrhminN PmYFt FAR SPmmc lnnn . "cn P. 010/018 A-1 I A-2 1B IN. C 10 HAND OPERATED -PULL ROPE UP TO 8'-0' HIGH S' S' 1 UP TO 10'-0' HIGH S' S' 1 19' 1 10' 1.11, CHAIN OPERATED - DIRECT OR REDUCEO UP TO 8'-0' HIGH 18.11rl S' 1 17' 1 10' -IF UP TO 10'-0- HIGH 6-11r S' I 19' I 10' -II- I OVER 10'•0- HIGH B•tlr 5' 1 21' 1 lir -IF T POSITION OF DOOR SSE -C MBLY I ,*L I t. ' C i LINTEL —► L A-2 M1NtMUMIM DIMENSION PANEL FOR SERIES 2500 - 3250 �JAM6 JAMB - - A-1 I A-2 I B (MIN.11 C I D HAND OPERATED - PULL ROPE UP TO 8'-O' HIGH 6.11r 67r I 19' 10' -10' UP TO 10'-0' HIGH 6-11r 6.112' 21' 10' 1 -11' CHAIN OPERATED - DIRECT OR REDUCED UP TO 8'-0' HIGH I(T &112' 19' 1 10' -I0' UP TO 10'-0- HIGH 1cr 6•llr 21' 1 10' .41, OVER 10'-0- HIGH I Itr 6.112' 23' 1 0' 1 Mr : I I DOOR OPENING NM: THE REDUCED DRIVE CHAIN HOIST MAY BE MOUNTED ON EITHER $1OE. TABLE W I INTERIOR ELEVATION SIDE Figure 1 2 DOOR ARRANGEMENT. VIEW Door Layout 2A lay door on a clean 11oor inside of building and in front of opening. See Figure 1. NOTE: Door can be damaged if laid on unclean surface. 213 Distribute parts bags, guides. stops and brackets. •i; �3 L .A • d :4; 4.4:1 Reduced Drive System 8:1 Reduced Drive System Electrically Operated Figure ZA Figure 216 System 3 OPTIONAL REDUCED DRIVE SYSTEMS Figure 2C If door Is to be operated by a reduced drive unit install the sprocket on the preferred side (as illustrated in Figure 1). Slide the reduced drive assembly over the axle and align the sprockets parallel to each other. Connect the drive chain around both sprockets, Using the halflink and masterlink units provided. After the door's tension has been adjusted (as shown in Step 8). tighten the set screws on theWr was reduction drive shaft onto the door axle. If further adjustment 3WAWCOLTS is needed, set screws must be loosened for adjustment and ---DRUM then re -tightened after the final adjustment 4 INSTALL DOOR BRACKETS; 4A From dimensions on panel in Tables 1 & 2 mark the Ax1E location of brackets by using dimension 'A-1' for the chain srRlNc hoist side and dimension "A-2- for the other side. If opening width of the door is less than shown on the packing slip, establish dimension "A-1" and "A-2' by placing sw�Po0 SADDLECASrINGS the door drum assembly on the floor in front of the door r opening and placing the brackets as required to clear the BRACKET MOUNT PREPARATION door drum, chain gear assembly, etc. Figure 3 2) SERIES 2000/2500/3100 & 3400 OCT-20-2004(WED) 13:01 P.OII/018 4B Mark the height of the bracket by using dimension 'C'. Measure the ceiling clearance and check this against dimension "D' to verify that the minimum ceiling clearance has been obtained. If dimension 'D' has not been obtained, tower the brackets accordingly. FN-0--T-Ej The brackets must be level with each other for proper door operation. 4C If the bracket height has been lowered, it will be necessary to cut and re -notch the guide bottoms the amount lowered. NOTE: The finished door height will be shorter. 4D Attach brackets with fasteners provided to obtain a solid mount. NOTE: Usc through bolts on soh brick or block. 5 PREPARING SADDLES FOR AXLE PLACEMENT STANDARD SYSTEM (for doors without reduced drive system). SA Using one saddle per bracket, place the Axle saddles on the top or the bracket with it's 'teeth" facing upward by inserting the shoulder bolts in the appropriate slots that you choose (as illustrated In Figure 6A & 6B) 6 LIFTING DOOR DRUM ASSEMBLY It is recommended when using a forl[Glt to adequately pad the forlat's "forks" to prevent damage and/or scratching to the door. (See Figure 4) 6A Uft the door up and position it between both the loft and right openings between the upper and lower "Axle Saddles% loosely fastened to the mounting brackets. 6B Center the door over the opening. If sideway movements are necessary, make sure that the door and axle move together. 6C Position the door as close as possible to the door header and still be able to rotate the door frecly around the axle. 6D When finally placing the axle within the Axle Saddles, ensure that the Indication arrows are In the directions shown in Figure S. These are the only positions that will allow the Axle Saddles to properly lock the axle into place. U this action'rs not property followed. you will not be able to property tension the door. 7 SECURE THE AXLE SADDLES STANDARD SYSTEM (for doors without reduced drive system). 7A Place the Axle saddles over the top and under the bottom of the door axle. as shown in Figure 5. Paying attention to arrows. UFnNG DOOR ASSEMBLY IN PLACE Figure 4 SADDLE ARROW DIRECTIONS Figme S 7B Instal the bolts, washers and nuts as shown in Figures 6A and 6B taking very great care to tighten BOTH nuts to a torque of 40 foot pounds pull at the end of a 12' wrench. 1r4' WA$ICR SADDLE ° i SADDLE G OWKETN lie la-toexwAsrrto� wAsrrra 20 Nw—'& n SAODtIE PLACEMENT: 6'-0" TO 8'-10" TALL DOOR Figure 6A yr 9totnaDT+ sou�T va" WA9rElr� 1 .. ' sAooaF OrtACJRT wAi� ' c 114- LOCK wA990---.*' 114.20 Mxrr----► SADDLE PLACEMENT. DOORS OVER W-10" TALL Figure 6B SERIES 2000/2500/310013400 OCT-20-2009(WED) 13:01 P. 0121018 8 PRE -TENSION DOOR SPRINGS SA The bottom bar should be in a downward or "6 o'clock position". while the springs are relaxed. Apply tension to the springs by rotating the door 2 complete turns in a forward diremion (as shown in Figure 7). BB The amount of tension required to properly counter -balance the door will vary from door to door. Final adjustment of springs will be made in step 9. CUTTING THE BANDS PRE -TENSION DOOR SPRINGS 9 CUTTING THE BANDS Figure 7 9A Cut the shipping bands that hold the curtain in a roll. Then pull the curtain down no farther than halfway. HOLDING THE DOOR OPEN Figure 9 welding of guides to jambs is NOT recommended. RE IIS. HEAD STOPS AND CHAIN RETAINER CLIP es over the edges of the door curtain while rmly against the doorjambs. cc between the edges of the curtain and the insides of both guides. Check the guides for plumb with a level. ;��-;j�,�•'•'�' "::.• • ':` » _ 'I:"i: 108 Fasten the guide ralls to the door jambs with the 5/16" fasteners included with the door (as shown in Figures 10, 11A & 11B), 1CC Install the removable Head Stop (as shown in Figure 14). GUIDE RAIL SELECTION 1OD Install the chain keeper clip (as shown in Figure 14). Figwe 10 - 4) SEiRxES 2000/250013100/3400 OCT-20-2004(WED) 13:02 11 STEP Number 8 IN TA I INQ THE SLIDE BOLT LOCK AND LIFT CLIPS 11A Install the slide lock as indicated in Figure 12. 118 Install the step plates as indicated in Figure 12. 12 STEP Number 9 _QHFCKING AND AQJUSTING THE DOOR BALANCE 12A If door lowers easy and raises hard: MORE tension is required. If door lowers hard and raises easy: LESS tension is required. STEEL & WOOD JAMBS Figure 11 A 12B Secure door in 'full up" position by one of the following methods to prevent door from falling In the event that the wrench slips. 1. Tic a rope around the door roil. while still engaged in the guides. 2. Place a clamp on the guide rail(s) just below the bottom bar. 12C Place a•large pipe wrench in the position (as shown in Figure 13). Loosen the aide saddles and pull down oh the door's P. 013/018 , as •r � EMBER: j•; '•:;� :satV wg MASONRY JAMBS Figure 116 t �-- SUMOCK ' LOCK NO `� 114-WAS{ERR . 0,,-HUB .., ` SUP PMIE SPAcat Nut ' a u•• w+unaa v� em 8011011I BAR ANGU Bottom BAR Bute ASTUCAI �•R•:'.1'r�^-^ _ �;:k!'.:L76 �55� aG;; 'aft41»TI:Lt•`...:.'!a7. .�:'?.•• bottom bar for more tension, let up on the door's bottom bar for less tension. SLIDE BOLT LOCK 8 LIFT CLIPS Figure 12 12D Tighten the axle saddles down onto the door bracket to 40 Foot pounds per step number 7 (as shown in Figure 5). 1 zE Test the door as indicated in the previous steps fisted above. 12F Repeat any aforementioned step as needed, if further adjustment Is required. MORE TENSION TENSIONING COMMERCIAL DOOR Figure 13 SERIES 2000/250013100/3400 OCT-20-2004(WED) 13:03 P. Old/Ole t;UMMERGIAL PARTS UST Figure 14 _ IR�FENA •- INSTRU� O IN ORDER TO PROMOTE LONGEVITY OF YOUR DBCI DOOR SYSTEM, IT IS RECOMMENDED THAT THE FOLLOWING MAINTENANCE PROCEDURES BE PERFORMED APPROXIMATELY ONCE A YEAR. ASTRAGAL Periodically wipe the dirt off of the length of the Astragal. SPRIN Periodic adjustments to the spring tension may be necessary. GUIDE STRIPS Guides are self-lubricating, but must be kept free from dirt to work their best. Wipe dirt from inside of guides to assure smooth operation of doors. A greaseless lubricant. such as silicone spray, may be used. TO OUR MANY CUSTOMERS We at DBCI would like to thank you for making us the Industry leader In door and building systems. As always, we endeavor to infuse the highest quality of craftsmanship Into all of our products and we hope that this is evident to you, our customers. If you would like a tour of our manufacturing facility, please feel free to contact us at 1 (800) 542-0501. We know that you will enjoy many years of trouble -free service. Again, we thank you. 6 , SERFS 2000/2S00/3100/3400 OCT-20-2006(YIED) 13:0a P. 015/018 9CRYSTOLT"T1 & TZ • KRYTON CEMENTITIOUS CONCRETE WATERPROOFING . Product Code: K-21'0 & K-220 AUgUSt 2000 CONCRETE ,tru►eLob. rnthe fiNo. By Your SiQc. _. ... _ �.. QUESTIONS: 1-800-267-8280 ._ _..._ . �:L. • WATERPROOFING i or www.kryton.com DESCRIPTION PHYSICAL PROPERTIES OF KRYSTOL T1 KRYSTOL' T1 & T2 Waterproofing System is a cementitious, Color Gray brush -applied. treatment for concrete. KRYSTOL"' Ti A T2 Texture Powder contain the proven world-renowned Krystol waterproofing chemicals. particle Size 40-150 microns Krystol Tl is applied to the concrete first followed by KRYSTOL' Bulk density 1.4 T2. When applied in accordance with manufacturer's specifications, the Krystol system is warranted for use in place of conventional PH (when mixed) 13 waterproofing systems. KRYSTOL" T1 i T2 react chemically Rate of Penetration 2 mm per week within the concrete mass to form billions of needle -like crystals which Water pressure block the pores, voids and microcracks in concrete. Presaturation resistance 150 ft head, min. and subsequent re -wetting of the surface will cause deeper diffusion Chloride penetration Measured 15 mm of the organic chemicals and formation of crystals at greater deptli. below surlace after 90 days ponding with i o% CaC121­12O FEATURES Stops water movement through concrete Control 0.167%. Krystol Treated 0.009% Provides a permanent treatment Protects reinforcing steel against corrosion PHYSICAL PROPERTIES OF KRYSTOL T2 Waterproofs minor cracking waterproofing increases with time Color Gray Texture Powder Reaches well below the surface and is not affected by Particle Size 40-150 microns surface wear or abrasion Treated concrete withstands significant hydrostatic pressure Bulk Density 1.35 Treatment may be applied to positive or negative (inside) PH (when mixed) 12 surface of concrete Shelf Life 2 years Treatment may be applied to old or new concrete Nontoxic and approved for use in drinking water PERFORMANCE containment Gnw lawn wri" tw %uk, t,►71J Dlwn,hnncvvo>a, R,1ro 111kd RECOMMENDED USES `~`'Y'41i0ai� t0pl"�M'' Concrete foundations and walls Concrete slabs on grade x' • r*-cRs��-°"� �, �_�� Elevated slabs and ramps `\ %'^�^^ ��•• L • Elevator pits and equipment pits z c • ""E"' "'' ate. j • R�a *CLt" am Parking structures \ R :m cx o a Swimming pools and water features Water towers, reservoirs and storage tanks Tunnels, pipes and underground vaults s -- - Water treatment reserviors `'Aam i.:,,& d1,,.•,_'C� ' Ap".1rw, n`1'I.n :.4 Bridge decks Marine structures Independent testing concludes that KRYSTOL"T1 i T2 Waterproofing system is a permanent, in-depth waterproofing The Xr"on Group of Ccxp=kL treatment. 8280 Rom Sueet Vmuouvet 8 C Canada VSz 4CC 2'r::: 160+324-8280 ':::i :hrtc : 1-800-267.8280 %: r.• /•60a•324.8899 :• raw': info©k"amm ;:.-ra wmv.*gion.Com :�.••. —ter w _.— H�_=r----^: __ �-r+.� ... �_ APPLICATION KRYSTOL'" T1 & T2 Waterproofing System is a two slurry coat application. Under special circumstances a single coat of KRYSTOL- T1 may be approved by the manufactures. Prior to application all cracks and joints must be repaired according to Specification No.1. Concrete must be free from paints, sealers, oil, grease, bitumen, laitance and other contaminants (see Technical Bulletin No.202). Surfaces to be treated must be pre-soaked with clean water to a saturated surface dry (SSD) condition. Do not leave any standing water. Mix KRYSTOL' TI to a slurry consistency (5 parts powder to 2 parts dean water). With a concrete brush. use an aggressive circular motion to coat the concrete with the KRYSTOL" TI slurry mR Allow KRYSTOL" T1 to harden (generally 3 hours). Mix KRYSTOL" T2 to a slurry consistency (5 parts powder to 2 parts clean water). With a concrete brush, use an agressive circular motion to overcoat the KRYSTOL" TI application with KRYSTOL"' T2. COVERAGE OF SLURRY APPLICATIONS o.8 kg/m2 (1.5 IbsNd2) coat of KRYSTOL" T1 o.8 kg/m2 (1.5 Ibs/yd2) coat of KRYSTOL7 T2 CURING Completed applications should be moist cured for 48 hours and protected from rain and light traffic for 12 hours. Heavy traffic should be avoided until the surface has hardened. Treated concrete surfaces should not be permanently exposed to Iiq ddt for 7 days. Finishes containing Portland cement may be applied over KRYSTOL" TI a TZ after 3 hours but other paint and coating finishes should not be applied before 28 days. PACKAGING KRYSTOL' T1 & T2 are packaged in the following standard sizes: 5 kg pails 25 kg pails KRYSTOLTmT1 & T2 CEMENTITIOUS CONCRETE WATERPROOFING Product Code: K-210 & K-220 Page 2 of 2 WATERPROOF ALL CONSTRUCTION JOINTS K1.0tcrl T1 it Ty ll.•Ot 11^01 .._,. KryskA SprdAeaoim No 2 'r\awrproot arwind pmItusion,; i ,\ Tit,-- t wer l:s/ on Ktpwl T. t Il TJ '.V3%Lrpl wAng S}r51rrt. ��► '!� r(rysW .4;1WdrCL+ku1 No 1 ` KrY9te1 CMCN RL*Mi Qld16,4 j Krystat Speateiftn No.1 Form-10 :tir+WptoJSrl a Oysiot Tt R T2 BnIih an • TrNPltnmr0 8 Kg�1:t� ,1 Kryatrl Sr edreotbn No. , �` n9tn►enon,q�nrotawrolconn6 I1 SPECIFICATIONS For repairing cracks, joints and holes in concrete refer to KRYSTOL" SPIECIFICATION NO. I For waterproofing an existing concrete drywell or wetwell refer to KRYSTOV' SPECIFICATION NO.2 For waterproofing new concrete construction joints refer to KRYSTOL" SPECIFICATION NO. I PRECAUTIONS Application should not be made when the surface temperature is below 50C (41 OF). KRYSTOL' TI & T2 is not a decorative coating and will change the color of the surface that it is applied to. KRYSTOL" TI & T2 has a high pH, when mixed with water. Use suitable protective clothing and eye protection. Please refer to the MSDS for more detailed information. The KrTton GNUP of Companlm 8280ftS Street VanrawerB.C. Canada VU4C6 :-;:. 1.604.324.8180 t;,•"-%;-- I-800-267-8280 ;::x 1-604-324.8899 r'l.mi.,�:r'r D&Yon,com .i:::;: M"vk 4on.corn O[T-20-2004(WED) 13:Oa .�e KRYTON At the ta& in the f;efd. 8y your Side. Krystol T1/T2 Material Safety Data Sheet CONCRETE 'li:'':. 1•?:t'. ?fi:'-C:3u •;i .:'nvt.:-vtun.r.:.m WATL•RPA001'ING Section I —Product Identification This MSDs t,pvetrs adl produM lltf'ted Product Code: K-210/K-220 Product Name: Krystol T1/T2 Intended use: Concrete coating/treatment WHMIS: D2b (materials causing other t>o)dc effects: skin or eye irritant) TDG: Not regulated Section_— Hazardous Ingredients Inomd1em. % by weight CASs slop, aysmane, quam 15-40 14808-60-7 PaMand cement 1S-40 6S"7-15-1 Section III — Physical Data colour: Grey Appearance: Powder Physical State: Solid Odour. Odourless Vapour Density: Not applicable (awwmd to air --I) Soluble In Water: 5-150k Bolling Point: N/D Specific Gravity: 1.3 PH(when mixed with water): 11 i Section IV — Fire Wid'Explosion Data Flammable (Y/N): Flash Point and Method: Hazardous Combustion Products: Flretlghting Measures: No Not applicable None EVoswe Unfits ACGIH TLv - TV 0.1tng/m' to mg I m3 Use methods for surrounding fire; material will not bum D rn A N rat I" M M4 rn Mq ?bv "an dymm of Compawim .Y.y; rnss i::nY• �htS.fha++f, �!t.' �C�ACO 1~�'is . � 1•:•t.'a.w ? .. � : :,a hC � rz ;)a:.�p.1. �, r..r..• � .l ! 0.' :v'� �' J L• -r4C 7i- 1 J.:• t �r_'a.''l.�%7n. aA'.t r t : : •• — '^C—'n—eY — M• et+ :1uY_t:a '.•!•�•• _ — i ••S• — _- fis t:�1•:^eaT-K �-•• OCT-20-200E(WED) 13:05 Page 2 of 2 MSDS: Krystol Tl%r2 Section V — Reactivity Data Chemical Stability: Stable Reactivity: Becomes caustic when mixed with water Incompatibility with other Mbcture with strong adds and bases w10 cause rapid decomposition which may substances: release CO or COZ Hazardous Decomposition None Products: `: Section VI — Health Hazard Data -- Routes) of exposure: Eyes, skin, Inhalation, Ingestion Acute Exposure Effects: Contact with eyes will cause severe irritation; wet material may cause irritation of the sk1n; Inhalation of dust may cause respiratory tract Irritation Chronic Exposure Effects: Prolonged Inhalation of silica dust has been known to result in sllloosis. Prolonged or repeated exposure of wet material to the skin may cause dernical bums. Mutagenicity: No data Carcinogenicity: No data Irritancy: Moderate Sensitization: N/D Route(s) of exposure: Eyes, skin, Inhalation, Ingestion j Section VII — Preventative Measures Protective Clothing to be Wear protective goggles, long sleeves and rubber gloves •Wom: Respirator: Dry material may produce alrbome dust, which may require a dust mask. Ventilation: Adequate ventilation must be provided for all enclosed workspaces. Storage: Store in the original sealed container. Spill Procedures: Replace In the original sealable container Disposal Procedures: Dispose of In accordance with local regulations. Section VM --First Aid Measures Skin contact: Rush with large amounts or dean water, use non-abrasive soap If avallable. Remove any contaminated clothing. if Irritation persists, seek medical attention. Eye Contact Remove any contact lenses. Rush with large amounts of dean water for 15 minutes. If Irritation persists, seek medical attention. Inhalation: Immediately move victim to fresh air. Ingestion: Do not Induce vomiting. Guard against aspiration Into lungs. Get prompt medical attention. Material Is not toxic. If victim is conscious and alert, give two glasses of water. In aria of a dangarom goods emorgoncr. call: (613) "68668 Prepared by: Dept. Group V. Contact Testing, May 29. 1995 Reviewed and/or Revised by: "n International Inc., December 2003 err KWM 6rrawp of CW"Phs. 3TACnn:a�:•w!�, lica:a:u-•,p{ I:;,naGo l9S'.rCG � btlt�•Sl�•PJFL� � 1•Aa3•tlr7•nGYJ :�c•]�:37...gy�9 .... �:Au-�+ki/'�atna ua.U����:f:�nrC�nt ----�...-. _.__—._.__-...—.. . .--..:-:G.c4 _.i. --.» �.- ,..I.. --.:.::ice:.__...... .. .. _..: issl.+_�..«.._..3'c:::k:..:.r::is:a'ea[+.'-'�.:...•i._:=x �_:.C:".i •�•rr: r—k_.«.. .. '�-^. City of Sanford Certificate of Occupancy This is to certify that the building located at 310 Gordon St for which permit number 05-604 has heretofore been issued on December 6, 2004 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Commercial complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Building: D Florian Engineering: G. Hyatt Public Works: F Mueller Utilities: R. Blake Fire Department: M James Zoning: G Hyatt Date 07/21 /05 07/22/05 07/18/05 07/20/05 06/30/05 07/22/05 Conditions (if blank, no conditions apply) Aero Industrial, LLC Q�a' YV���� 07/22/05 Property Owner Building Official Date C E RT1F1CA'TE OF OCCUPANCY RF-Q uES'r FOR FINAL INSPECTIO],v ****New Commercial Offices**** DATE: PEP.MIT #: ADDRESS: CONTRACTOR: PHUNE #: 07/11/05 05-604 r Got-don St, M a Mi Ice 407-466-1002 The'-, uildin ; division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your insp: %:rm, 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 appr,�c:ated. X&.8ineerina ❑Pi. L, Works ❑Ut.. `• : 0s •• 4 JFire oning _71.:icensing CONr' ITIONS: (TO BE Cot.,wi.ETi:D o),,L.N, IF`APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ****NEW OFFICES, BANKS, ECT. **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 07/18/05 05-604 310 Gordon St. Martin Daytona Corporation Mike 407-466-1002 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 OPublic Works ❑Utilities /JW Fire � / 2z�� �ning (Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) C_ERTIFICAT.E OF OCCUPANCY REQUEST FOP�I FINAL INSPECTION ****'-*New Commercial Offices**** DATE: 07/11 /05 PERMIT #: 05-604 ADDRESS: 310 Cor•doft St CONTRACTOR: PHONE #: Maronda M P, 2 R� Mike 407-466-1002 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 dace, the C. O. or submit addendum if it has been denied or approved with eomintions. Your prompt attention will be appreciated. ❑Engi eerict; _ _-- Fire ublic Works�7zoning �- 1 ❑Utilities _ _ -ILicensing _ T �i CONDTTIOIi S: (TO BE COMPUTED CNLY IF APPROVAL IS CONDITIONAL) 0 CERTIFICA'k E OF OCCUPANCY ' REQUES'r POD ATINAL INSPECTION , "'New .; ```New Coamiercial Offices**** DATE: 07/111105 PERMIT #: 05-60 ADDRESS: .310 Goi don St CONTRACTOR: M.arond;! PHONE #: Alike 40_ - 466-1002. r i t r r z V" `.0 { . �J J 2101 l.7 V r4 The bilit.linb diy,is:k,n has preptlr:.f :; Certificate of Occupancy for the above location and is rcc I=eSting Jena. ;IIve tion by your department. After your inspe,t:u.I, c)lQase s:,Ysj off and d.-.te khe C. O. or submit addendum if it has been denied or ;Iplr_•c,•,•ed with cc�e�:.;i:;ons. Your prompt attention will be appreciated. ❑Engineering 'Fire OPuLIic .Works — _ -Zoning tPit; ' Licensing COIN) i TI ONS: t•i'O LIE CO -Mill- .'sT'.D O.\: 1F APPROVAL IS CONDITIONAL) LMBC1Q01 CITY OF SANFORD Address Misc. Information Inquiry 7/12/05 08:32:28 Location ID . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 272665 27.19.30.504-0000-0030 310 GORDON ST Free -form information SW DEV FEE $1700.00 WA DEV FEE $650.00 BP05-604 PD 12-13-04 SEE REC#7259 1"WA METER SET FEE $235.00 WA TAP FEE $225.00 PD 11-4-04 REC#7259 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CITY OF SN FORD INSPECTION RECORD PLEASE CALL 407-330-5659 TO REQUEST INSPECTIONS PERMIT NUMBER `2Jk a DATE 01 ' A"O S7 ADDRES OWNER DESCRIPTION OF WORK BUILDING ELECTRICAL MECHANICAL PLUMBING MONOLITHIC TEMPORARY POLE ROUGH IN R.I. UNDERGROUND FOUNDATION R.I. UNDERGROUND R.I. CEILING R.LWALLS OR FLOORS SLAB ROUGH IN -WALL HOOD SYSTEM TUB SET ROOF/ WALL SHEATHING ROUGH IN - CEILING SPRINKLER SYSTEM SEWER FRAME POOL GROUND GAS PIPELINE GAS PIPELINE LINTEL/I'IE B M CHANGE OF SERVICE FINAL FINAL INSULATION ALARM OTHER OTHER FI REWALL PREPOWER ram✓ FINAL MRE-MISCELWEOUS OTHER DRIVEWAY OTHER THIS CARD IS TO DISPLAYED ON STREET SIDE OF THE LOT AND SHALL NOT BE REMOVED UNTIL WORK IS COMPLETED. SANITARY FACILITIES REQUIRED ON SITE WARNING TO OWNER: YOUR FAILURE TO RECORD A• NOTICE OF COMMENCEMENT MAY RESULT INYOUR 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 OF COMMENCEMENT RE D: YES NO ur BUILDING OFFICIAL • s" s J CITYrF SANFORD INSPECTION RECORD. PLEASE CALL 407-330-5659 TO REQUEST INSPECTIONS PERMIT NUMBER J "�"� DATE ADDRESS OWNERG,�.f DESCRIPTION OF WORK1 BUILDING F.I.RC'TRlre l ne Ci`u A lkl I- A . MONOLITHIC TEMPORARY POLE •■■'• %,r%IL, ROUGH IN CLU1VlIfl1V(i R.I. UNDERGROUND R.LWALLS OR FLOORS FO D N R.I. UNDERGROUND R.I. CEILING S B ROUGH IN — WALL HOOD SYSTEM TUB SET SEWER ROOF/ WALL SHEATHING ROUGH IN — CEII,ING SPRINKLER SYSTEM GAS PIPELINE FRAME POOL GROUND GAS PIPELINE LIN1^T/EnLL/I'IE B CHANGE OF SERVICE FINAL CAI, INSULATION ALARM OTHER OTHER FIREWALL PREPOWER FINAL FINAL FIRE -MISCELLANEOUS OTHER DRIVEWAY OTHER THIS CARD IS TO DISPLAYED ON STREET SIDE OF THE LOT AND SHALL NOT BE REMOVED UNTIL WORK IS COMPLETED. SANITARY FACILITIES REQUIRED ON SITE 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 OF COMMENCEMENT REQUIRED: YES NO BUILDING OFFICIAL CITY OF SANFORD d, INSPECTION RECORD PLEASE CALL 407-330-5659 TO REQUEST INSPECTIONS ` PERMIT NUMBER (Ss "' �QO\,A DATE � a - Q-04 ADDRES OWNER DESCRIPTION OF WORK �\ . BUILDING ELECTRICAL MECHANICAL PLUMBING MONOLITHIC TEMPORARY POLE ROUGH IN J3,L UNDERGROUND •v c 7 FOUNDATION R.I. UNDERGROUND R.I. CEILING R.LWALLS OR FLOORS SLAB ROUGH IN -WALL HOOD SYSTEM TUB SETT ROOF/ WALL SHEATHING RO�UjGH IN - CEILING SPRINKLER SYSTEM SEWER d- POOL GROUND GAS PIPELINE GAS PIPELINE --ILINTEL4TEE BEAM CHANGE OF SERVICE FINAL INSCLATION ALARM OjrHER OTHE FIREWALL REPOW FINAL UINAL py--v> p Mi"- FIRE -MISCELLANEOUS OTHER DRIVEWAY OTHER THIS CARD IS TO DISPLAYED ON STREET SIDE OF THE LOT AND SHALL NOT BE REMOVED UNTIL WORK IS COMPLETED. SANITARY FACILITIES REQUIRED ON SITE 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 OF •COMMENCEMEih D: YES NO BUILDING OFFICIAL FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Read the instudions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Corripany use: BUILDING OWNER'S NAME Policy Number Martin Daytona Corporation BUILDING STREET ADDRESS (including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 310 Gordon Strcet CITY STATE ZIP CODE Sanford FI 32772 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 3 Gordon Subdwison, Plat Book 56. pages 47 and 48, Seminole County, State of Florida BUILDING USE (e.g., Residential, Non-residertial, Addition, Accessory, etc. Use a Comments area, if vary.) Non-residential (commerciao LATTTUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( wo - ##' - ##.#fP or ##.#####) ❑ NAD 1927 O NAD 1983 ® USGS Quad Map ❑ Other: 28.80807, -81.30835 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2 COUNTY NAME 63. STATE B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) (Zone AD, use depth of tloodrg) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69. ❑ AS Profile ® FIRM ❑ Corrnmunity Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe): B12. Is the buiking located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?❑ Yes ®No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ carrstn,ction Orawings' ❑ Btd ft under Construction* ® Fffdshed Construction 'A new Elevation Certificate M be reghaed when cersiruction of the building is carrpleile. C2. Building Diagarn Number 1(Select the b ilding ddagam most sin ft to the building for which this certificate is being completed - see pages 6 and 7. If no d erg am m rately represents the bur7dng, provide a sketch or photograph.) C3. Elevatiors - Zones Al-A30. AE, AH, A Oth BFE), VE, V1-V30. V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below aeoad ig to the build<g diagarm specified in Rem C2. Slate the datum used if the datum s dia m from tie dorm used tr the BFE it Section B, convert the dairm to that used for the BFE. Show field measurements and datim oornrersion c almAdon. Use the space provided or tie Comments area of Section D or Section G, as appropriate, to document the datum conversion. Elevation reference mark used 32.59 Does the elevation reference nrarlk used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (indudig basement or enclosure) o b) Top of next higher floor o c) Bottom of West hor¢ontal sfruct ral mernber (V zorhes anly) o d) Attached garage (top of slab) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Com mernts area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finstwo grade (HAG) 33. 2 fL(m) W _. _Rom) m 33. 2 f4m) E Wm E 31 .9 ft(m) :2 .1 33. 0 ft(m) r- o h) No. of permanent openings (flood vents) wiihin 1 ft above adjacent grade 0 3 o ) Total area of all permanent openings (flood vents) in C3.h NA s4 in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land srrveyor, engineer, or ardrited auffiaized by law to certify elevation i domiation_ / certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any hafse statement may be pwz&4 ble by fine or impisarrment under 18 U. S. Code, Section 1001. CER11FIER'S NAME THOMAS LITTLE LICENSE NUMBER 6107 TTTLEPRESIDENT COMPANY NAME TA ti TC SURVEYING, INC. ADDRESS CITY STATE ZIP CODE 2431 ALOMA AVE., SUITE 109 WINTER PARK FL 32792 SIGNATURE DATE TELEPHONE 070M 407.6812468 FEMA Form 8131, January 2003 See reverse side for continuation. Replaces all previous editions 'IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Indudng Apt, Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. 310 GORDON STREET Pd6cy Number CITY STATE ZIP CODE SANFORD FL 32M Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) carrrtt * official, (2) iskrwm agentfoarpany. and (3) sinking owner COMMENTS ❑ Check here if altaftra is SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (INf niOU'T BFE) Far Zone AO and Zone A (wtttrokd BFE), carrpieb hells E1 bough E4. If the Elevation CetifEate s ' Ierr led for use as supporting itfanration for a LOMA a LOMR-F, Section C must be cornpleted. El. Buikf M Diagram Number_(Select the bull ft drdgarn most sinft ID to bui ft for iiich ftrs c a -1 r A is bei V cmVleted-see pages 6 and 7. If no dagarn accurately represents the bull ft provide a sketch or photograph.) E2. The top of fhe bothom floor (ndudng basemen or endostre) of fire buil ft is ft(m) _in.(an) ❑ above or ❑ below (check one) the ho est adaoent Bade. (Use natural glade. if avadable). E3. For Bull ft Diagams 6-8 YA op mirgs (see page 7). fre red t w 11w or elevated Am (derration b) of Bra bukliM is _ IN _ir (an) above the hoest adjaoerd gade. Canplete hells C3.h and C3.i on front of form. E4. The top of t e platform of inch &Ny andfar eWonent savicug the buildng is I") _m.(an) ❑ above or ❑ below (dledk one) the hic est adjacent Wade. (Use naGral gale, if available). E5. ForZane AO lady: If no flood depth rumba is available. is the top d the boillon for: elmalled it aoorsdarroe eftr the cmm uniiVs fooIlin managerrentondirranroen ❑ Yes ❑ No ❑ Unknown. The local e4tiCal must catih► fis lofmnaf n n Secfim GL MC71ON F - PROPERTY MJE R (OR OM Eit'S REPitESENTATIM CERTIFICATION Thepmp*arrerarorsWsattrafinedfgxasenfaiM Wo,,rrptensSeckmAlyELC(&=C3.handC3.iar*andEfarZomA(will taFBUTA4 suedorcotT raudty- im BFE) orZoneAOmust sgrhere 7Ne rrSerfiamAg ,andEsecwedbgebedafary PROPERTY 0VNH3TS OR OWNERS AUTHOR® REPRESENTATIVE'S NAME l...L �LEk'A�l� S' wa Ar2.kA A1n ADDRESS CITY STATE ZP CODE ILA LID u . mno P t2o vs rr Q=t.aejor-r 3Z11 -4 SIGNATURE DATE TELEPHONE COMMENTS NJ ❑ Check here if attachra is SECTION G - COEIiWWIIY INFOMATION WWNAQ The ixalaficiafnfro isattrort wdby lawarandirarroe floadninistr4reearrru*/stloodpan nragganerdardr>anoecan complete SecbomA, B. C (er E). and c afft Elevation Co9cale. Complete the appicable kqs) and sign below. G1.❑TheidminaimnSeclonCwastalmfrom ofrerdoamerdationtot he been sigWandarbossedGyafoersedsurvep,enl neer,oraddadwfasadaimlystep or focal law to ceffly elevation inIomratiort (Inkafe fre source and dale of fre ele+ration dab in fre ConvTorfs area below.) G - ❑ A (uj i r u rty ofiaat aorrplelod Secilion E fora bull ffg kxatbd in Zone A (lefhout a FENAassued or ommnly4ssued BFE) or Zone AO. G3.❑The tafowigidanotion(&rsG4 MsI=aimtrcIrnnurlyfmI—nnuisiprnrdplrpIxes. G4. PERM NUMBER G5. DATE PERM ISSII® G6 DATE CERTIFICATE OF ANCY ISSUED G7. This pwrd has been issi far-.Q New Constkrcbm ❑ Substantial hiproverrerd G8. Elevation of as -brill lowest four (rrirrirg basw erd) d to buffing is _ _R(ttr) Datum G9. BFE or (n Zane AO) depth of foodig at to b A* g site is: — _ it") Dakrrr LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS FEMA Form 81-31, January 2003 Replaces all previous editions A 2431 Aloma Avenue Suite 109 Winter Park, FL 32792 Phone 407.947.8533 Office/Fax: 407.681.2468 7/21 /05 City Of Sanford Building Division PO Box 1788 Sanford, Florida 32772-1788 RE: Lot 3, Gordon Subdivision, Plat Book 56, pages 47 and 48 also 310 Gordon Street To Whom it May Concern: The finished floor elevation of the structure located at 310 Gordon Street, also Lot 3, Gordon Subdivision, Plat Book 56, pages 47 and 48 of Seminole County, Florida, meets or exceeds the requirements set forth in the City of Sanford Code, Chapter 6, section 6-7(a). a PSM 6107 State of Florida CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: 3 )12,6— BUSINESS NAME / PROJECT: ADDRESS: .7/0 00 f Ic o" ��l -.. PHONE NO.: FAX NO.: PERMIT #: O5 .6'011 CONST. INSP. [ ] C / 0 INSP.:K REINSPECTION [ ] PLANS REVIEW [ ] F. A. ( ] F.S. [ ] HOOD () PAINT BOOTH (J BURN PERMIT [ ] TENT PERMIT f ) TANK PERMIT [ ] OTHER [ ] TOTAL FEES: S COMMENTS: (PER UNIT SEE BELOW) Address / Blde. # / Unit # Sauare Fo6taee 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire P vention Division Applicant's Signature 211 VTR LV PERMIT # p,--66y DATE 12-7-y-0y .w A D D R E S S dip GiO2,��r R s�yDu.�rt2ii4 t CONTRACTOR t(o7 PH # 3g!� FAX # ye-7 DESCRRITION OF REVISION: ADp/v,�qr9j- q p SA U T I L I T I E S7-/��� FIRE , BLDG ,gym 1L/41/V4 Jtl9ldULt GUU141I liUVtl(Nl9tNt - Yt Kf11T VEkS KEIaIY'llU:4L:4'! APPL # 04-10001603 PERMIT # RECEIPT # 0373752 OWNER: JOB ADDRESS: *CITY UNASSIGNED NORTH LOT #: SCI ROAD ARTERIALS 327.61 327.61 .00 SCI ROAD COLLECTORS NORTH 66.23 66.23 .00 TOTAL FEES DUE .............: 393.84 AMOUNT RECEIVED ............: 393.84 * DEPOSITS NON-REFUNDABLE * ** THERE IS A PROCESSING FEE RETAINAGE FOR ALL REFUNDS ** COLLECTED BY:.LMGMOI BALANCE DUE..........: .00 CHECK NUMBER.........: 000000001022 CASH/CHECK AMOUNTS...: 393.84 COLLECTED FROM: AFRO INDUSTRIAL, LLC DISTRIBUTION.........: 1.- COUNTY 2 - CUSTOMER 3 - 4 - FINANCE COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 04100016 BUILDING APPLICATION #: 04-1000.1603 BUILDING PERMIT NUMBER: 04-10001603 DATE: December 27, 2004 UNIT ADDRESS: GORDON ST 310 27-19-30-504-0000-0032 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: AERO INDUSTRIAL PARK LLC ADDRESS: 1440' NOVA ROAD SUITE 301 HOLLY HILL FL 32117 LAND USE: OFFICE/WAREHOUSE 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 327.61 ROADS -COLLECTORS NORTH ORD Office < 100K Square Feet 66.23 FIRE RESCUE NA LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A 1.000 1000gsft 327.61 1.000 1000gsft 66.23 .00 .00 .00 .00 .00 AMOUNT DUE 393.84 STATEMENT 0 RECEIVED BY: •T M own SIGNATURE• (PLEASE PRINT NAME) DATE: _12- NOTE TO RECEIVING SIGNATORY APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT 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 COPIESEET OF RULESEGOVERONGSAPPEALS 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 IAT THE .+OP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** -75 ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.'= n -���' '�'5,';.w+F�';''°y, '''.��'1Pf'•"�si i!-,i�i`C`°14;-:�?,a:t: tr :•,::F;�"'r:rt; ta`Ye.VJ C7t�'1si .,E . U y SK 1 l ,, CITY OF SANFORD PERMIT APPLICATION Permit #:C) �''O�1 Date: %?--29- 41 Job Address: Description o Historic Distr.11. c.uurug. value or wort' Permit Type: Building Electrical Mechanical Plumbing AX 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,i_ # 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 #: Z - (q - 30-SO 4 -pp pp pp 3 a (Attach Proof of Ownership & Legal Description) Owners Name & Address: AE 26 nrl97-9tr4/1 j_LC. / G/tlr7 A[6V/4 •/1D St) Y7Z� 301 D19t/7ZW,.4 Z3 62h I,f- /- L z 1 / ;L Phone: 3RA Contractor Name & Address: :5kq P[.ULf A1A thlC AQ Rnhe ZT:3 1 pg ymit A 84WIj FL 8 z 1 l sr State License Number: n h!�(7S"34St - Phone & Fax: ago - Z3A - ups; -.-A Contact Person: U fG14449. JUAiQAMl) Phone: ND W 6 - l�Q� Bonding Company: 990L )A/ 0 gjPbwm Address: 2-66 sotm+ ��/�lt�,as�_q„ j7VP4a D&&u i=/ Mortgage Lender: Address: Architect/Engineer. _J�U)�%LI(/Qi./ ejU)/_ C6 Phone: f/D�-9��•'X�o Address: 2.6-4 AL 14OSS A 641,T)F 7tl W1MZM :5t2tAA< PL 32�0A Fax: Y02- .3Z ?L- 022 _-;L 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 ELECTRIC WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all o The foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TOO R: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 0 v 8 Signature of Owncr/Agen'0. Date Sidnafitre of C o Agent N O N o y Pnn wn r/Agent's Name L •E a Lo to xa��c of otary-State of Florida Date coW r� • 3 Owner/Agent isPersonally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: 'QTta.v G-1,1V tractor/ gent's�Name v ature of tate of Florida Date Date Contractor/Agent is _ Personally Known to Me or ✓ Produced ID 1h411VP✓ It /_ease . (Initial & Date) Utilities: (Initial & Date) FD: (Initial & Date) MART/M Aero Industrial, LLC 1440 Nova Road, Suite 301 Daytona Beach, FL 32117 Phone (386)238-5577 Fax (386) 238-0036 REQUEST FOR PREPOWER INSPECTION April 27, 2005 City of Sanford Dan Florian, Building Official PO Box 1788 Sanford, FL 32772-1788 RE: Prepower Inspection Request for 310 Gordon Street, Sanford, FL To Whom It May Concern: 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, Richard K. Martin President