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1501 Rinehart Rd - BC04-003273 (BEST BUY) (NEW COMMERCIAL) DOCUMENTSA PERMIT ADDRESS CONTRACTOR _ ADDRESS j PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION:?01!—�7ST V'2 y PERMIT #� • 3279DATE 6 _3' 12 U _� PERMIT DESCRIPTION I V L--UIJy LOS= PERMIT VALUATION SQUARE FOOTAGE i i w f Permit # :� y Job Address: 1501 Rinehart Rd., Sanfor( CITY OF SANFORD PERMIT APPLICATION FL 32771 Description of Work: 30,000 Best Buy Historic District: Zoning: Date: Value of Work: S 1 Permit Type: Building electrical Mechanical Plumbing Fire Sprin)der/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: ResidentialCommercialIDwelling 6 dustrial Total Square Footage: �RMA Construction Type: I V 9 # of Stories: 1 Units: Flood Zone: form requir for other than X) Parcel #: _ 28-19-30.506-0000-0410 _ (Att?ch P: rf rf Jr aca-_b;r LRbi. D;u"riiption) Owners Name & Address: Robert Schecter Argate Properties as Agent for Owner 1401 Brickell Ave, Miami, FL 33121 phone: 954-724-7095 Fax 954-724-8795 `Co'tracto- r•Name&-Addy fs / email: rm State Li en a Number.. Phone &Fax;_ -_ Contact Person: / 1_,^ A A— �BondingoC mpany Address: Mortgage Lender: / Address: ,• �' Architect/Engineer: Eric Cox - Herschman Architects, Inc. P9ne:2 Address: 23625 Commerce Park Road, Cleveland,'OH 441N/"41-11 Fal: 2' �w /groag ericc((vtierscnrnanarchltects. Application is hereby made to obtain a permit to do the work and installations as indicat Lcerti hat o work or ins Ration hits commenced nor to the issuance of a permit and that all work will be performed to meet standards of all laws regulating i o of ifits dictio& I un stand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNiC, LERSy EATERS,- KS, andp AIR CONDITIONERS, etc. .<;./ OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliande'iv►tli 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 pisverification t I will notify the owner of the property of the requirements of Florida Lie `�La�; FS 713 n 40 Signature o Owner/Agent DateSignature of Contractor/Agent Robert ts. Schecter as A ent' �_--- --'- Qo P' t Owner g Name j Print Contractor/Agent's Name Signa o otary tate of Florida Date Signature of Notary -State of Florida Date J 2 W Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID _ Produced ID % APPLICATION APPROVED BY: Bldg:ip- 2 Zoi' c'2-1' I * Utilities: �`� IJ FD::_ My (Initial & Date) (In'Mil & Date) (Initial Date) pinitial & D j Special Conditions: 7 / k C f r Ou-Ca ,.14C< �1 Permit # CITY OF SANFORD PERMIT APPLICATION Date: Job Address: 1501 Rinehart Rd., Sanford, FL 32771 Description of work: 30,000 Best Buy Historic District: Zoning: PD Value of Work: S 1 200 000.00 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: Residential Commercial , industrial Total Square Footage: Construction Type: IV # of Stories: 1 # of Dwelling Units: Flood Zone: X (FEMA form required for other than x) pal q; 28-19-30-506-0000-0410 (Attach Proof of ownership & Legal Description) Owners Name & Address: Robert Schecter Argate Properties as Agent for Owner 1401 Brickell Ave, Miami, FL 33121 Phone: 954-724-7095 Fax 954-724-8795 contractor Name & Address: R A Rogers Construction Company Inc. email: rms@argateproperties.com 234 North Westmonte Drive, Suite 2000 State License Number: Phone & Fax: 407-339-4001 fax 407-339-4911 Contact Person: Carson Brownell Phi; 407-339-4001 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Eric Cox - Herschman Architects, Inc. Phone: 216-464-4144 Address: 23625 Commerce Park Road, Cleveland, OH 44122 Fax: 216-464-6592 email: ericc(cDherschmanarchitects. Application is hereby made to obtain a permit to do the work and installations as indicated. I cer* that no wort 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 r rdsof this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federaeries. U) N Acceptance ofpermit is verificationffiat I will notify the owner of the property of the requirements of Flori ien , FS 713. o 24 C4Signature o Owner/Agent Date Signature of Contractor/ nt Da S O E O c R bert M. Schecter as A ent OT Q• o a caner/ en 'a ame Print C tactor/Age ' Name m Ui 'ii 100%4 ��w Te 'E r J E H LV i natur otary-S to of Florida Date No ry- o oda Date t % 3 CL J W �� a • rydQd Owner/Agent is = Personally Known to Me or Contractor/Agent is �ersonaily Known to Me or 4& Produced ID Produced ID ov. . "0' — APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning:Utilities: FD: (Initial & Date) (Initial & Date) (initial & Date) Project Name: Owner/Contact Person DEVELOPMENT FEE WORKSHEET CITY OF SANFORD. UTILITY — ADMIN P.O. BOX 1788 SANFORD, FL 32772-1788 Address: l.-ol 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", 117, 2", etc.): . REMARKS: 2) NON-RESIDENTIAL DCf/TcIrn /1//19 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): Water Meter Size (3/4", 1", 2", etc.) REMARKS: Date �� d Phone: 67.5-0AjiTs = 3.5 E -Q $ r W ►�- T� �� CONNECTION FEE CALCULA770N. f�l4��e�— SrM�►A-cC 1 $ ZZ75- o� Name -Signature -Date N / / 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. $487.50/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 fust ERU. (Example: twenty-five (25) fixtures units will be rated as 125 era: twenty-six (26) fixture units will berated as 1.5 ERU.) 2) Sewer Systems Impact Fees Equivalent Residential Connections -270 Gallons Per Day (GPD) Residential - 5-1,700 Unit - Single Family structure, or multi -family unit Containing three (3) bedrooms or more. $1,275/Unit - Muni -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 fust 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). Standard Phembing codes 01997 FIXTURES TYPE Drainage Fixtures Unit Value DRAINAGE FIXTURES UNIT VALVE AS LOAD FACTORS MINIMUM SIZE OF TRAP INCHES Automatic clothes washers, commercial (a). 2 3 2 Automatic clothes washers, residential 4 2 2 Bathroom group consisting of water closets, lavatory, bidet and bathtub or showers 6 6 - Bathtub (b) (with or without overhead shower or whirlpool attachments) 2 1 '/2 Bidet 2 11/4 Combination sink and tray 2 1 '/2 Dental lavatory 1 11/4 Dental unit or cuspidor 1 1 '/4 Dishwashing machine, (c )domestic 2 1 '/2 Drinking fountain . S '/2 1 '/4 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) Z 2 _ . 1 '/z Lavatory 1 1 '/4 Shower compartments, domestic Sink I 2 2 2 1 '/2 Urinal ( y 4 Footnote d Urinal, 1 gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each ser of faucets l 1 Z 2 1 ''/2 Water closets, flushometer tank, public or private 4e Footnote d Water closets, private installation 4 Footnote d Water closets, public installation 30 6 Footnote d For SI: 1 inch -2&4 mm,1 gallon -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 rated at a lower drainage fust 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 11/2 2 2 3 2 '/2 4 3 5 4 6 ►5 Date: August 2, 2004 To: City of Sanford Building Division, Department of Engineering and Planning 300 N. Park Avenue Sanford, FL 32772 Re: Building Permit Application Submittal Best Buy 1501 Rinehart Road WE ARE SENDING YOU THE ATTACHED ITEM(S): NO. OF COPIES DESCRIPTION 2 Building Plan Sets, w/ supporting documents 1 Application THESE ITEMS ARE TRANSMITTED AS INDICATED BELOW: X For Your Use X For Review and Comment As Requested For Bids Due 500 West Fulton Street Sanford, Florida 32771 P.O. Box 2808 Sanford, Florida 32772-2808 Phone: 407.322.6841 Fax: 407.330.0639 www.cphengineers.com REMARKS: Please find attached the above referenced items. If you have any questions or comments, please contact us. Thanks. COPY TO: SIGNED: Jim McMullan, P.E. If enclosures are not as noted, kindly notify us at once. --.7 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Q Back X '�r y i seminulc counly Pk,,rtv.4rpp rr c�n•rrts RAMP I Itll K. kirst St. 1ford 1-1. 327'71 sa 417 S SR 417 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 28-19-30-506-0000-0410 Tax District: SANFORD Number of Buildings: 0 Depreciated Bldg Value: $0 HARTSOCK HAROLD G Owner: TRUSTEE Exemptions: Depreciated EXFT Value: $0 Own/Addr: C/O SEMINOLE FARMS TRUST IV Land Value (Market): $1,994,177 Address: PO BOX 1449 Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32772 Just/Market Value: $1,994,177 Property Address: 4505 ST JOHNS PKWY Assessed Value (SOH): $1,994,177 Facility Name: Exempt Value: $0 Dor: 99 -ACREAGE NOT AGRICULT Taxable Value: $1,994,177 2004 Notice of Proposed Property Tax SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $16 WARRANTY DEED 01/1993 02550 1449 $510,000 Vacant 2003 Taxable Value: $766 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this DOR Code ASSESSMENTS LEGAL DESCRIPTION PLAT LEG PT OF LOTS 41 53 & 54 DESC AS FROM SW LAND COR OF SEC RUN E 15 FT NELY ON CURVE 7.19 Land Assess Method Frontage Depth Land Units Unit Price Land Value FT N 614.08 FT TO POB ACREAGE 0 0 5.630 261,360.00 $1,471,457 RUN E 223.51 FT S 92.66 FT S 51 DEG 15 MIN E ACREAGE 0 0 2.000 261,360.00 $522,720 842.40 FT W TO A PT S OF BEG N TO BEG (LESS RDS) & VACD ST ADJ ON S SMITHS 3RD SUBD PB 1 PG 86 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.scpafl.org/pls/web/re web.seminole_county_title?PARCEL=281930506000002... 9/23/2004 �V/ F N i UNION BANK OF FLORIDA s Permit No. MARYANNE MORSEL CLERK OF CIRCUIT COURT Tax Folio No. SEMINOLE CUUNTY BK 05503 PGS 0388-0390 CLERKI S #i 2004169907 NOTICE OF COMMENCEMENT RECORDED 11/03/2004 100500 AM STATE OF FLORIDA RECORDING FEES 27.00 RECORDED BY It holden COUNTY OF MIAMI-DADE The undersigned hereby gives notice that Improvements will be made to certain real property, and in accordance with Section 713 Florida Statutes, the following Information is provided in this notice of commencement 1. Description of property (legal description and address, If avallable):'A parcel of land lying in Section 28, Township 19 South, Range 30 East, Seminole County, Florida as more fully describe In Exhibit "A" attached hereto and made a part hereof. General description of improvements: Build -to -Suit Store for Best Buy 2. Owner Information: (a) Name and Address: BBS ASSOCIATES, LLC, 1401 Brickell Avenue, Suite 520, Miami, Florida 33131 (b) Owners interest in the site of the improvements (if other than fee simple title holder): (c) Name and Address of fee simple title holder (if other than owner): 3. Contractor. 5. 6. 7 (a) Name and Address: RA Rogers Construction Company, Inc. 234 Nordin Westmonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone No. 407-339-4001 Fax No. 407-339-4911. (Optional, if service by fax is acceptable) Surety on any payment bond: (a) Name and Address: Western Surety Company P.O. Box 5077, Sioux Falls, SD 57117 (b) Phone No. 800-331-6053 Fax No. (c) Amount of bond $6,933,423.00 Lender making loan for the construction of the improvements: (Optional, if service by fax Is acceptable) (a) Name and Address: Union Bank, N.A., 1580 Sawgrass Corporate Parkway, Suite 310, Sunrise, Florida 33323, Attention: Loan Administration (b) Phone No. Fax No. (Optional, if service by fax is acceptable) Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1)(a)7, Florida Statutes: (a) Name and Address: Steven Siegel, Argate Properties 1401 Brickell Avenue, Suite 520, Miami, Florida 33131. (b) Phone No. Fax No. (Optional, if service by fax Is acceptable) In addition to himself, Owner designates the following person to receive a copy of the lienors notice as provided in Section 713.13(1)(b), Florida Statute: (a) Name and Address: Lawrence N. Rosen, 1170 N.E. 22nd Court; North Miami Beach, Florida 33180 (b) Phone No. Fax No. (Optional, if service by fax is acceptable) And (a) Name and Address: Union Bank, N.A., 1580 Sawgrass Corporate Parkway, Suite 310, Sunrise, Florida 33323, Attention: Loan Administration (b) Phone No. Fax No. (Optional, if service by fax is acceptable) 35087FL-RAD 4130/99 October 15, 2004 -1- S. Expiration date of notice of commencement (the expiration date Is one (1) year from the date of recording unless a different date is specified): OWNER: BBS AS1 By. ,L ,, , Florida limited liability company /SEAL) I STATE OF FLORIDA COUNTY OF MIAMI-DADE gqTffhe foregoing gqi-nstrument was acknowledged before me this & da of October, 2004, by STEVEN T. SIEGEL, the Sole -FL Member Dk- UG# 52��`f1?� CA a Florida limited liability company. He Is personally known to me or produced identification. I . I \\MIA-SRVOI \GRUNDWERGS\1585007v01\9/15/04 -2- 550B7FL-R4D 4/30/99 October 15, 2004 M . C�M4t�-Z (Print N e) Notary F �ubliic, State and County aforesaid Commission No.: My oD=rn Ission expires: ILCAMARM w pON6i1{S m 0 DID 173746 " S EXPIHES:Jenua►1r20:2007 Ba�0001Mu ikW7 P�b� U CERTIFIED COPY MARYANNE MORSE CL RK r,IRCUIT COURT SEM' fV LEC TY, ORIDA BY TY CLERK 32004 EXHIBIT A A parcel of land lying in Section 28, Township 19 South, Range 30 described as follows: Commence at the Southwestcorner of said Section 28 Township 19 Sol S 89 degrees 53103"E, along the South line of the. Southwest 1/4 of said Beginning and to a pointon the East right of way line of Rinehart Road 107) also being a point on a curve concave Westerly, having a radius of E.; thence departing the South line of Section 28, run Northeasterly alor' line, through a central angle of 00 degrees 09'27° a distance of 7.19 feet 04'01" E. 464.41 feet; thence departing said right of way line, rum S 89 c ingress/egress easement a distance of 133.24 feet to a point of curvature radius of 180.50 feet and chord bearing and distance ofN 78 degrees 27 of said curve through a centra! angle of 23 degrees 3425" a distance of degrees 40107" E, a distance of 31.51 feet to a Point of Curvature of a cL feet and a chord bearing and distance of N 70 degrees 40'19" E, a distan of said curve through a central angle of 09 degrees 09'00" a distance of S 51 degrees 0015" E, a distance of 805.28 feet to the South line of said said South line, a distance of 878.84 feet to the Point of Beginning. Seminole County, Florida, being more particularly s, Range 30,East, Seminole County, Florida; thence run ection 28, a distance of 15.00 feet, to the Point of 1401 R/W Per Seminole County R/W Map Book 1, Page 616.55 feet and a chord bearing of N 00 degrees 09'05" the'arc of said curve and along said East right of way the Point of Tangency; thence run N 00 degrees grees 55'24" E along the centerline of a 60 foot f a non -tangent curve concave Northwesterly, having a 9" E 73.74 feet; thence run Northeasterly along the are I.26 feet to the Point of Tangency; thence run N 66 m concave Southeasterly, having a radius of 119.50 of 19.06 feet; thence run Northeasterly along the arc W8 feet to a point; thence departing said centerline run lection 28; thence run N 89 degrees 53'03" West, along October 20, 2004 RE: Best Buy — Sanford, FL 1501 Rinehart Rd., Sanford, FL 32771 To Whom It May Concern: BBS Associates, LLC hereby authorizes Robert M. Schecter, Argate Properties, Inc. and R.A. Rogers Construction, its Agents and Representatives, the right to apply in owners name for all permits, variances, special use permits, licenses, permissions or other authorization necessary for the pylon sign to be constructed at the above referenced location. Sincerely, 4 Steven T. Siegel Sworn and subscribed before me this day of , 2003, by Steven iegel, wN is personally. known to me. Nota Si atu WOF LauriLalumondlere �tMyCorrmnisaion DD288437 O` Expires -March 01, 2008 Notary Stamp 1401 Brickell Avenue Suite 520 • Miami, Florida 33131 phone 305 371 9041 • fax 305 3 719042 _P�� `Isley CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: © PERMIT #: BUSINESS NAME / PROJECT: .--- , I /i ADDRESS: PHONE NO. CONST. INSP. [ ] C / 0 INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ F. A. [ J F. S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERK TENT PERMIT ,� TANK PERMIT [ ] OTHER TOTAL FEES: �� (5,4 c 0S(PER UNIT SEE BELOW) COMMENTS: Address / Bldl;. # / Unit # Square Footap-e Fees per Bldg. / Unit 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. _ 13. 14. 15. 16. 17. 18. 19. 20. a 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. 1 certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the f-4.,�of Sanford, Florida. Sanford Fire Prevention Division Applicant's Signature Permit #: Oq- 32-13 Job Address: 1,55 / �i nthca r� f Description of Work: Orct t N Historic District: *,t f r. Zoning: CITY OF SANFORD PERMIT APPLICATION Date: / / - / -7 - 04 (/ctcfl�. ri✓Q�tr /(I 6"�K�urCS �t BU Value of Work: S 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures_ # of Water & Sewer Lines_ # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Oj3.i f� SJDGi� %s ; C L G /5�0 / uric Kz // /�vC . ffe . �z� , 7'7/;!5L� ; A�G �?J Phone: Contractor Name & Address: r�GtyC oun f /i/�r, �7i'�ti �G. 3 / Gd• 'A76 e -A S t J , State License Number: L' �C 73e"5 Phone & Fax: VO7 -Z 9,2- - 9Pg 1/07 - 2,9.2 -9 8JZ Contact Person: mer, C. Za-4- In Phone: 40 7 - , Bonding Company: Address: Mortgage Lender: U/wOrr eC,�,.—' /V. /4. Address: /.580 trdL, �i rass �r�yir 'ori PfCcd ✓. SFz 3/D Sunrise F[ 3.-7.323 Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and 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 require Florida Li L 113. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name 17 Signature of Notary -State of Florida Date Signature of lorida Date .rar � Dawn M Sap Owner/Agent is _ Personally Known to Me or Contractor/Agent is i/ Personally Known to ts, My Commiss n DD332430 Produced ID Produced ID — or w Expires August 18, 2008 Jo APPLICATION APPROVED BY: Bid 11, Zoning: Utilities: (Initial & Date) (Initial & Date) Special Conditions: FD: (Initial & Date) (Initial & Date) A.,; ?L, f 04-10001353 PERMIT # JOB ADDRESS: *CITY UNASSIGNED NORTH - PERMIT FEES RECEIPT 14:42:01 RECEIPT # 0322617 SCI..'ROAD ARTERIALS 59196.36 59196.38 SCI ROAD COLLECTORS NORTH 11984.54 11984.54 TOTAL FEES DUE .............: 71180.92 AMOUNT RECEIVED............: 71180.92 # DEPOSITS NON-REFUNDABLE * # THERE IS A PROCESSING FEE RETAINAGE FOR ALL REFUNDS ## COLLECTED BY: BDPC01 BALANCE DUE..........: CHECK NUMBER.........: 000000001003 CASH/CHECK AMOUNTS...: 71180.92 COLLECTED FROM: BBS ASSOCIATES LLC DISTRIBUTION.........: 1 - COUNTY 2 - CUSTOMER 3 - LOT #: .00 .00 f 4 - FINANCEI COY OF SEMINOLE j IMPACT FEE STATEMENT r STATEMENT NUMBER: 0410013 BUILDING APPLICATION : 04.1000135 BUILDING PERMIT NUMBS ; 04 1000135 DATE: October 12, 2004 UNIT ADDRESS: RINEHART RD 1501 28-19-30.506-0000-0410 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: ON:TLOT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: OWNER NAME: ADDRESS: APPADDR�ESS: 234�NRWESSTTMONTE DR #2000 ALTAMONTE SPRINGS FL 32714 LAND USE: BEST BUY TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: BEST BUY *RATE APPROVED BY COUNTY ENGINEER/ddb ....-•-•-------------------•-•----•-•---•-----------------------•••------- FEE BENEFIT RATE UNIT TYPE CALC UNIT TOTAL DUE DIST-- SCHED RATE -----•"------------•------------------- UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Retail < 50K Square Feet* 1,956.00 30.264 1000gsft 59,196.38 ROADS �OLLECTORS NORTH ORD FIRRet ai1C< 50K SquaUE re Feet* 396.00 NA 30.264 1000gaft 11,984.54 LIBRARY N/A .00 SCHOOLS N/A .00 PARKS N/A .00 LAW ENFORCE N/A .00 DRAINAGE N/A .p00 AMOUNT DUE 71,180.92 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 PWIT. 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 REQ ST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TH& 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; 40 -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 'SOP LEFT OF THIS STATEMENT. ISSUEDSWITHINEMENIAL ENDAR DAYS OFLTHEIREACE IVG SIGNATUREE DAT EOAB*OVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. -t i f d00t 000 G' 3� ti N 5 2004 CITY, ANFORD El CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL. INSPECTION DATE: PERMIT #: ADDRESS: **** NEW COMMERCIAL BUILDING **** 03/10/05 1501 Rinehart Rd. CONTRACTOR: R A Rogers PHONE #: 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. Enginee OPublic Works ❑Utilities CONDITIONS:` (TO J, ►Fire , t�9� Licensing ONLY IF APPROVAL IS CONDITIONAL) To: Chris Parker R.A. Rogers Construction Fax: (407) 339-4911 P From: David L. Richards, Engineering Assist A, City of Sanford . ENG4NMING Engineering and Planning Department Date: March 16, 2005 You should receive 1 page(s) including this cover sheet Subject: Best Buy Final Inspection The following list of items is based on the final inspection of Best Buy's site improvements: 1. Add a Stop sign and Stop bar at the westernmost exit from the Best Buy site in to Wal -Mart's site. 2. There is a slight separation between the paved surface and the curbing located near the northeast corner of the building. This separation needs to be sealed to avoid damage to the base. 3. Tie all trees to their stakes (this appears mostly around the retention pond and the south side of the building. S -e,(.., („-E, (G COQ tidy .A 0. e ('4 IJ4 A Conditional Certificate of Occupancy will be signed off by Engineering based upon all of the above items being completed within ten days receipt of this notice. If, for some reason, these items cannot be completed within the given time period, please contact my office at (407) 330-5652. PGr- VQ_-- v o` h �A,.� C!2' q _, Q,wC� Thanks, 0U r � Q,a.S-- Q, `�'(-,P C . p, t�VZ__ Dave P.O. Box 1788 Sanford, Florida 32772-1788 Phone: (407) 330-567115652 Fax (407)330-5679 F:1SHA ENGXDevelopment Revlew104-Englneering%2004\Best BuylBest Buy.faxflnallnsp.wpd Printed March 16, 2005 (12:31pm) 2(T557- CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: **** NEW COMMERCIAL BUILDING **** 03/10/05 04-3273 1501 Rinehart Rd. CONTRACTOR: R A Rogers PRONE #: Melody 407-857-6133 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. ❑E is Works- ❑Utilities Eire Zoning _ Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPEC'T'ION **** NEW COMMERCIALBUILDING **** DATE: 03/10/05 PERMIT #: 04-3273 ADDRESS: 1501 Rinehart Rd. CONTRACTOR: R A Rogers PHONE #: Melody 407-857-6133 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Public Works ❑Utilities e Zoning I icensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECT **** NEW COMMERCIAL BUILDING_ , �Y- a 03/10/05 �vvw 04-3273 1501 Rinehart Rd. CONTRACTOR: R A Rogers PHONE #: Melody 407-857-6133 �- 1 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 iEire ❑Public Works I Zoning _ tili ' s ld Licensing 6% 3/S -/s -- CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) s I I I I I P 1 ba , C•2 I k.b. F•' l'C 8, y-. 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 iEire ❑Public Works I Zoning _ tili ' s ld Licensing 6% 3/S -/s -- CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 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 _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES ,2736155 28.19.30.506-0000-0410 1501 RINEHART RD HARTSOCK HAROLD G TRUSTEE Free -form information SW DEV FEE $5950.00 WA DEV BP04-3273 PD 11-5-04 SEE 1"WA METER SET FEE $235.00 REC#7493 QUOTED $100.00 "DPWA" FOR TRANSFERRED TO GARBAGE FOR 2-24-05 PG F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel F16=Related pty data 3/15/05 11:52:28 FEE $2275.00 REC#7304 PD 2-15-05 BEST BUY AND DEPOSIT INFO LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 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 ,267835 28.19.30.506-0000-0410 1501 RINEHART RD HARTSOCK HAROLD G TRUSTEE Free -form information 1 1/2"RC METER SET FEE $370.00 PD 11-19-04 REC#7304 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel F16=Related pty data 3/15/05 11:52:21 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME BBS Associates, L.L.C. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1041 Brickell Avenue O.M.B. No. 3067-0077 Expires December 31, 2005 CITY STATE ZIP CODE Miami FL 33131 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 1501 N. Rinehart Road, City of Sanfod, FL BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Non -Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##P - ##' - ##.##" or ##.❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE City of Sanford 120294 Independent City FL B4. MAP AND PANEL ❑ a) Top of bottom floor (including basement or enclosure) B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 12117CO040 E 4-17-95 N/A X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BRE in 139: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrer 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: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Ai -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. -a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No ❑ a) Top of bottom floor (including basement or enclosure) 47. 06 ft.(m) ❑ b) Top of next higher floor _ _ft.(m) '0 ❑ c) Bottom of lowest horizontal structural member (V zones only) 0 ❑ d) Attached garage (top of slab) _ _ft.(m)1 o Lle) Lowest elevation of machinery and/or equipment co '. servicing the building (Describe in a Comments area) 46.50 ft. (m) E ❑ Q Lowest adjacent (finished) grade (LAG) 46.28 ft. (m) Z in ❑ g) Highest adjacent (finished) grade (HAG) 46. 90 ft.(m) W ❑ h) No. of permanent openings (flood vents) within 1 ft.. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3.h sq. in. (sgc SECTION D - SURVEYQ , ENGINEEWOR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engi r architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand 'that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIEF_.'S NAME James E. McMullan LICENSE NUMBER 60180 WILE V.P. COMPANY NAME CPH Engineers, Inc. ADDRESS' CITY STATE ZIP CODE ,500 W _ Iton Street p ' Sanford FL 32771 DATE TELEPHONE 3-17-05 407-322-6841 FEMA F&m 8j3 31, Ja,nbky 2003 See reverse side for continuation. Replaces all previous editions jIMPORTANT: In these spaces, copy the corresponding information from Section A. _ ®y Eor Insurance Company use } I BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX N0. °:Poluy Number 1501 N. Rinehart Road CITY STATE ZIPCODEf;CorrrpanyNAICNumber Sanford FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS C3(e): Compactor ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA -issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions E LETTER OF AUTHORIZATION CPH Engineers, Inc., and/or Argate Properties, Inc., and/or. BBS Associates, LLC is herby authorized to act on our behalf, as agent, in all regards pertaining to permitting, submittals, approvals, granting of access, and as otherwise may be required in connection with the proposed Best Buy project located at 1501 N. Rinehart Rd., Sanford, Florida and as further described in Exhibit A, attached. The undersigned principal shallnot be responsible for any costs resulting from this Letter of Authorization, and by acting on behalf of the undersigned, CPH Engineers, Inc., and/or Argate Properties, Inc., and/or BBS Associates, LLC herby agree to defend, indemnify and hold the undersigned harmless for any costs, including attorneys' fees, and claims of any type resulting in whole or in part their actions and this Letter of Authorization. The undersigned has executed this Authorization in his capacity as it /-ee of -7e'ue✓ , the Owner of the prop e escribed ' Exhib* A. By: Name:i-iG/Y� Title: SWORN AND SUBSCRIBED before me this Z� day of M 2004. Print Name: NOTARY PUBLIC, State of Florida. Serial No: My Commission Expires:. irL$AA t b l � ROAOWED! Notaiv PuStale of Axido tE3 Comm# DD300949 Wed bytx4 �IfI11. 03/17/2005 11:12 V 4078698393 A ASSOC LAND SURVEYING PAGE 01 Associated LandSurveying & Mapping, Inc. 1.01Wymore Road, Suite .110 Jtamdme Springs, Florida. 32714 Phu= (407)869-3002, Fax: (407)869-8393 Certificate of Authorization Number LB 6767 March 7, 2005 To: City of Sanford Building DiN ision P.O. Box 1788 Sanford, Fl. 32772-1788 RE: Best Buv (located next to Wal-Mart Super Center) 1501 N. Rinehart Road Sanford, Florida Lot 1, Best Bu -Y On .Rinehart Road, Plat Book 66, Pages 49 & 50 To whom it may concern: This letter is to certify that the finish floor elevation of the building is 47.06 feet. The floor elevation meets or exceeds the requirements set forth in the City of Sanford Code Chapter Sec. 6-7(a) Sincerely, `' David M. Mc.Dermatt, P. S.M. 4779 PIKE LA KE r— Seminole County CITY OF SANFORD I Unincorporated Areas 120289 City of Sanford 120294 zP ,A. CITY OF SANFORD ` SEMINOLE COUNTY ZONE X* 120289 ZONE A ZONE X FIRM No. 12117CO040E ZONE X /197— ZONE7— ZONE A I 39 Cell C ,. LAildOedpe Architects . Sumtyore Co r+twc2imt Managemint <DisigryBsiid _...: .. wmmteyNsegynlwsyrnH I 0 Return to: (enclose self-addressed stamped envelope) Thomas Sign & Awning Company 4590118 th Ave, North Clearwater, FL 33762 Copy to: BBS Associates, LLC 1401 Brickell Ave. Ste. 520 Miami, FL 33131 305-371-9041 This Instrument Prepared by: BBS Associates, 1401 Brickell Ave. Ste. 520 Miami, FL 33131 305-371-9041 MRYA NDRSE� Cts OF CIRCUIT MW Bea 0-54574 PGS iD329— L�g332 R DF -D 01iaiVem 8&09:47 AN REMING FEES 3.50 RilGtlRi}Elx BY A Thenas 41 o�Q t ,b SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACEABOVE THIS LINE FORRECORDING DATA NOTICE OF COMMENCEMENT STATE OF FLORIDA ) COUNTY OF SEMINOLE ) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property Exhibit "A" attached hereto. 2. General Description of Improvements Manufacture and Installation of Signage 3. Property Owned by: Name, BBS Associates, LLC Address : 1401 Brickell Ave. Ste. 520 Miami, FL 33131 305-371-9041 Owner's Interest in the site of improvement: Fee Simple FTL:91 81 86:1 1 Name and address of fee simple title holder, if other than Owner: N/A 4. The person(s) or firm(s) who will make said improvements under direct contract(s) are: Thomas Sign & Awning Company 4590118 th Ave, North Clearwater, FL 33762 727-573-7757 5. The name and address of the surety on the payment bonds (if any), as provided under Section713.23, Florida Statutes, is: N/A 6. The name and address of any person making a loan for the construction of the improvements: Union Bank, N.A. 1580 Sawgrass Corporate Pkwy. Ste. 310 Sunrise, FL 33323 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: BBS Associates, LLC. Address: 1401 Brickell Ave., Ste. 520 Ste. 520 Miami, FL 33131 Phone Number: 305-371-9041 8. The name and address of person Owner may designate at his option in addition to himself to receive copy of the lienor's notice as provided under Section 713.13(1)(b), Florida statutes: Name: Lawrence N. Rosen, P.A. Address 21170 NE 22nd Ct. North Miami Beach, FL 33180 Phone Number: 305-932-9955 FTL:91 81 86:1 2 L 9. Expiration date of notice of commencement (the expiration date is one (1) year from the date of recording unless a different date is specified). BBS Associates, LLC, a Florida limited liability company By: Nai STATE OF FLORIDA ) ) SS: COUNTY OF MIAMI-DADE HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, the foregoing instrument was acknowledged before me by STEVEN T. SIEGEL, the SOLE MEMBER of BBS Associates, LLC, a Florida limited liability company, freely and voluntarily under authority duly vested in him/her by said corporation and that the seal affixed thereto is the true corporate seal of said corporation. He/she is p ally now o me or who has produced _ 1�1J1� as identification. WITNESS my hand and official seal in the County and State last aforesaid this 3 day of Q9meeL 2004. C� n My Commission Expires: A I JOB FTL:91 8186:1 L_ IIC `aun Lalumondfere 1�0 �rlp U My Commission DD289437 Typed, printed or stamped name'o otary Public 3 EXHIBIT A A parcel of land lying in Section 28, Township 19 South; Range 30 dl, -scribed as follows: Commence at the Southwest -comer of said Section 28 Township 19 Sou 89 degrees 53'03"E, along the South line of the Southwest 1/4 of said > ginning and to a pointon the East right of way line of Rinehart Road I 7) also being a point on a curve concave Westerly, having a radius of 11..; thence departing the South line of Section 28, run Northeasterly alon line, through a central angle of 00 degrees 0977" a distance of 7.19 feet 44'01" E. 464.41 feet; thence departing said right of way line, run S 89 d 42gress/egress easement a distance of 133.24 feet to a point of curvature r4dius of 180.50 feet and chord bearing and distance of N 78 degrees 27. d f said curve through a central angle of 23 degrees 3425" a distance of degrees 40'07" E, a distance of 31.51 feet to a Point of Curvature of a cu feet and a chord bearing and distance of N 70 degrees 40'19" E, a distan cif said curve through a central angle of 09 degrees 09'00" a distance of S 51 degrees 00'15" E, a distance of 805.28 feet to the South line of said laid South line, a distance of 878.84 feet to the Point of Beginning. Seminole County, Florida, being more particularly P4 Range 30 East, Seminole County, Florida; thence run Section 28, a distance of 15.00 feet, to the Point of 140' R/W Per Seminole County R/W Map Book 1, Page 2616.55 feet and a chord bearing of N 00 degrees 09'05" Lthe'arc of said curve and along said East right of way o the Point of Tangency; thence run N 00 degrees grees 55'24" E along the centerline of a 60 foot Df a non -tangent curve concave Northwesterly, having a 19" E 73.74 feet; thence run Northeasterly along the arc X14.26 feet to the Point of Tangency; thence run N 66 e concave Southeasterly, having a radius of 119.50 Fv =e of 19.06 feet; thence nut Northeasterly along the arc 19.08 feet to a point; thence departing said centerline run Section 28; thence run N 89 degrees 53'03" West, along CITY OF SANFORD PERMIT APPLICATION Permit # : d J/- 3a 13 Date: D V Job Address: /57'd/ A-. ImMA, y /2 i,/ Adu.6rt/ FL 3,2321 Description of Work:Q(�f f/ee tttarsL rjesfil CG �fI �././..t.,,5 i >E Historic District: Zoning: Value of Work: S 3oa. ueo' Permit Type: Building Electrical _X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS &[ o Addition/Alteration Change of Service Temporary Pole Mechanical: ResidentialNon-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 X Industrial Total Square Footage: O oa Construction Type: # of Stories: __/— # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address:. mac J'a xe et 11/0/ Qr AGKal ASE. Su.rE mlog—1 4_ 3 3 4_3.1 Phone: Contractor Name & Address: 92c.11blegy f/EGTr,tAL Srl et 4�SOo mvp-12E 61/4 L*jQ1,*A /e `l- .3aN6 State License Number: LSC QOD aS38 ____. Phone&Fax: //07- k57-6/33 ContactPerson: Starr MifS/ Phone: _ Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to he 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 !: iw.,; tr alating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y )UR PAY BMG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER O;. 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 requirement Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is - Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions:' ,.:54,T7` e --I" A5.1. Print Contractor/Agent's-Name Date Signature of tAfflffltW d6[cU S Date NOTARY PUBLIC . STATE OF FLORIDA COMMISSION # DOI18290 EXPIRES 05/16/2006 BONDED TH861.888-NOTARYt Contractor/Agent is 7� Personally Known to Me or Produced lD/��Z-1�_-e S f Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial C Date) 1 F7-" _. FL- PermitNo: K Zip: 0 Storeys: t ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGaugeFlaCom v1.22 FORM 40OB-2001 Component Performance Method for Commercial Buildings Jurisdiction:. SANFORD, SEMINOLE COUNTY, FL (691500) Short Desc: Best Buy Project: Sanford, FL Owner: Best Buy Address: --- City Sanford State: FL- PermitNo: 0_q - �� J Zip: 0 Storeys: 1 Type: Retail (mercantile) GrossArea: 29900 Class: New Finished building Net Area: 29900 Max Tonnage: 16 (if different, write in) Compliance Summary Component Design Criteria Result ENVELOPE 892.26 2,142.46 PASSES Other Envelope Requirements - B PASSES LIGHTING POWER 47,083.00 138,944.19 PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT PASSES WATER HEATING SYSTEMS PASSES PIPING SYSTEMS PASSES Met all required compliance from Check List? Yes/No/NA IMPORTANT NOTE: An input report Print -Out from EnergyGauge FlaCom of this design building must be submitted along with this Compliance Report. 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 1 a 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. LL PREPARED BY: �T�� S'—� BUILDING OFFICIAL: PLANS REVIE EL D DATE: l G�h 7--6 O y DATE: CITY OF SANFO 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 ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: 4a3 Q MECHANICAL SYSTEM DESIGNER: 1"E-QpS-p PLUMBING SYSTEM DESIGNER: PC -00 D (O (*) Signature is required where Florida Law requires design to be perfc6Aed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 2 G_ . Project: Best Buy Title: Sanford, FL Type: Retail (mercantile) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) Envelope Compliance Design Load Criteria Zone Heating Cooling Heating Cooling RTU -1 (CONDITIONED) 0.00 91.91 0.00 328.50 RTU -2 (CONDITIONED) 0.00 138.14 0.00 313.04 RTU -3 (CONDITIONED) 0.00 76.65 0.00 335.37 RTU -4 (CONDITIONED) 0.00 108.63 -1.71 300.97 RTU -5 (CONDITIONED) 0.00 123.26 0.00 300.27 RTU -6 (CONDITIONED) 0.00 158.54 -4.61 336.69 RTU -7 (CONDITIONED) 0.00 77.65 -21.04 70.91 RTU -8 (CONDITIONED) -2.90 29.86 -19.83 16.68 RTU -9 (CONDITIONED) 0.00 64.27 -4.20 59.38 RTU -10 (CONDITIONED) -3.30 17.16 -9.86 19.39 Total Loads: Design =892.256 Criteria =2142.459 PASSES 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 3 I . Yes 0.07 Yes Project: Best Buy Yes 0.07 Yes Title: Sanford, FL Yes 0.07 Yes Type: Retail (mercantile) Yes 0.07 Yes Location: SANFORD, SEMINOLE COUNTY, FL (691500) Yes 0.07 (WEA File: Orlando.TMY) 6.70 Yes 0.07 Yes Other Envelope Requirements Yes 0.07 Item Zone .Description Design 0.07 RTU -1 % Skylight - Max % Limit 0.00 0.07 Roof RTU -1 Exterior Roof - Max Uo Limit 0.05 0.07 RTU -2 % Skylight - Max % Limit 0.00 Roof RTU -2 Exterior Roof - Max Uo Limit 0.05 RTU -3 % Skylight - Max % Limit 0.00 Roof RTU -3 Exterior Roof - Max Uo Limit 0.05 RTU -4 % Skylight - Max % Limit 0.00 Roof RTU -4 Exterior Roof - Max Uo Limit 0.05 RTU -5 % Skylight - Max % Limit 0.00 Roof RTU -5 Exterior Roof - Max Uo Limit 0.05 RTU -6 % Skylight - Max % Limit 0.00 Roof RTU -6 Exterior Roof - Max Uo Limit 0.05 RTU -7 % Skylight - Max % Limit 0.00 Roof RTU -7 Exterior Roof - Max Uo Limit 0.05 RTU -8 % Skylight - Max % Limit 0.00 Roof RTU -8 Exterior Roof - Max Uo Limit 0.05 RTU -9 % Skylight - Max % Limit 0.00 Roof RTU -9 Exterior Roof - Max Uo Limit 0.05 RTU -10 % Skylight - Max % Limit 0.00 Roof RTU -10 Exterior Roof - Max Uo Limit 0.05 Meets Other Envelope Requirements Limit Meet Req. 6.70 Yes 0.07 Yes 6.70 Yes 0.07 Yes 6.70 Yes 0.07 Yes 6.70 Yes 0.07 Yes 6.70 Yes 0.07 Yes 6.70 Yes 0.07 Yes 6.70 Yes 0.07 Yes 6.70 Yes 0.07 Yes 6.70 Yes 0.07 Yes 6.70 Yes 0.07 Yes Project: Best Buy Title: Sanford, FL Type: Retail (mercantile) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sgft or ft) pole light Public Parking Lots 0.18 94,752.0 35,055 26,400 wall packs Building Exterior 0.25 7,040 Surfaces/facades Design: 33440 (W) PASSES Allowance: 35055.36 (W) 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 4 Project: Best Buy Title: Sanford, FL Type: Retail (mercantile) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) Lighting Power Compliance Space Ashrae Description Area Height No. of AF Design Effective Allowance ID (sq.ft) (ft) Spaces (W) (W) (W) Sale Area 1. 98 Retail Establishments 4,208 22.0 1 1.00 4555 3961 23,562 1 1.00 9430 8110 1 1.00 1780 1648 1 1.00 6420 1 1.03 240 1 1.00 7920 L.P. Office 36 Common Activity Areas - 72 9.0 1 1.00 120 Computer/Office Equipment Area 6 98 Retail Establishments 4,186 22.0 1 1.00 10230 5562 168 6732 84 9042 21,848 22,277 21,560 105 20,706 151 23,442 (Merchandising & (Merchandising & Circulation Area) Applicable to all lighting, including accen Sales Area 98 Retail Establishments 3,902 22.0 (Merchandising & Circulation Area) Applicable to all lighting, including accen Sales Area 98 Retail Establishments 3,978 22.0 2 (Merchandising & accen Circulation Area) Applicable to all lighting, including accen 47 Sales Area 98 Retail Establishments 3,850 22.0 1 1 (Merchandising & 6900 5910 Circulation Area) Applicable to all lighting, including accen Electrical 4 Electrical Mechanical 145 22.0 AA .Equipment Room - General Garage - Auto and Pedestrian Area 5 98 Retail Establishments 3,698 22.0 1.00 (Merchandising & 2640 316 Circulation Area) Applicable Circulation to all lighting, including accen 1 1.00 9430 8110 1 1.00 1780 1648 1 1.00 6420 1 1.03 240 1 1.00 7920 L.P. Office 36 Common Activity Areas - 72 9.0 1 1.00 120 Computer/Office Equipment Area 6 98 Retail Establishments 4,186 22.0 1 1.00 10230 5562 168 6732 84 9042 21,848 22,277 21,560 105 20,706 151 23,442 7/26/2004 EnergyGauge FlaCom FLCCSB vl.22 (Merchandising & Circulation Area) Applicable to all lighting, including accen Receiving 47 Storage & Warehouse - 3,221 22.0 1 1 1.00 6900 5910 3,221 Material Handling ISC 14 Garage - Auto and Pedestrian 1,055 22.0 1 1.00 2640 2640 316 Circulation Mens 103 13 Toilet and Washroom 233 10.0 1 1.00 360 306 186 Womens 13 Toilet and Washroom 197 10.0 1 1.00 360 306 157 ins Sale Dev 35 Common Activity Areas - 231 10.0 1 1.00 720 720 416 "' Conference/Meeting Room - - Hub 106 10 Recreation/Lounge 413 10.0 1 1.00 720 720 289 Corridor 2 Corridor 150 10.0 1 1.00 360 306 120 ins Comm. 115 5 Electrical Mechanical 224 22.0 1 1.00 240 168 336 Equipment Room - Control Room 7/26/2004 EnergyGauge FlaCom FLCCSB vl.22 Admin 113 35 Common Activity Areas - 140 10.0 1 1.00 1000 700 252 Conference/Meeting Room Design 53995 (W) PASSES Effective: 47083 (W) Allowance: 138944.2 (W) 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 6 Project: Best Buy Title: Sanford, FL Type: Retail (mercantile) 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 Sale Area 1 98 Retail Establishments 4,208 1 7 4 PASSES (Merchandising & Circulation Area) Applicable to all lighting, including accen Sales Area 2 98 Retail Establishments 3,902 1 7 7 PASSES (Merchandising & Circulation Area) Applicable to all lighting, including accen Sales Area 3 98 Retail Establishments 3,978 1 7 2 PASSES (Merchandising &Circulation Area) Applicable to all lighting, including accen Sales Area 4 98 Retail Establishments 3,850 1 7 5 PASSES (Merchandising & Circulation Area) Applicable to all lighting, including accen Electrical 104 4 Electrical Mechanical Equipment 145 1 2 2 PASSES Room - General Area 5 98 Retail Establishments 3,698 1 6 6 PASSES (Merchandising & Circulation Area) Applicable to all lighting, including accen L.P. Office 36 Common Activity Areas - 72 1 2 2 PASSES Computer/Office Equipment Area 6 98 Retail Establishments 4,186 1 7 7 PASSES (Merchandising & Circulation Area) Applicable to all lighting, including accen Receiving 47 Storage & Warehouse - Material 3,221 1 6 5 PASSES Handling ISC 14 Garage - Auto and Pedestrian 1,055 1 2 2 PASSES Circulation Mens 103 13 Toilet and Washroom 233 1 2 2 PASSES Womens 102 13 Toilet and Washroom 197 1 2 2 PASSES Sale Dev 112 35 Common Activity Areas - 231 1 2 2 PASSES Conference/Meeting Room Hub 106 10 Recreation/Lounge 413 1 2 2 PASSES Corridor 105 2 Corridor 150 1 2 2 PASSES Comm. 115 5 Electrical Mechanical Equipment 224 1 2 2 PASSES Room - Control Room Admin 113 35 Common Activity Areas - 140 1 2 2 PASSES Conference/Meeting Room PASSES 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 7 r Project: Best Buy Title: Sanford, FL Type: Retail (mercantile) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orlando.TMY) System Report Compliance RTU -1 Sale Floor Packaged Terminal Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System PTAC >:15000 Btu/h 11.50 7.60 PASSES (Cooling Mode) Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.37 0.80 PASSES System -Supply Constant Volume RTU -2 Sales Floor Packaged Terminal Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System PTAC > 15000 Btu/h 11.50 7.60 PASSES (Cooling Mode) Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.37 0.80 PASSES System -Supply Constant Volume ' R t RTU -3 Sales Floor Packaged Terminal Systems No. of Units 1 � F Component Category Capacity Design Eff Design IPLV Comp-. Eff Criteria IPLV Criteria liance Cooling System PTAC > 15000 l3tu/h 11.50 7.60 PASSES (Cooling Mode) Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.37 0.80 PASSES System -Supply Constant Volume RTU4 Sales Floor Packaged Terminal Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System PTAC > 15000 Btu/h 11.50 7.60 PASSES (Cooling Mode) Heating System Electric Furnace 1.00 1.00 PASSES 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 8 Air Handling Air Handler (Supply) - 0.37 0.80 PASSES System -Supply Constant Volume RTU -5 Sales Floor Packaged Terminal Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System PTAC > 15000 Btu/h 11.50 7.60 PASSES (Cooling Mode) Heating System PTAC > 13000 Clg Cap 3.00 2.50 PASSES (Heating Mode) Air Handling Air Handler (Supply) - 0.37 0.80 PASSES System -Supply Constant Volume RTU -6 Sales Floor Packaged Terminal Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System PTAC > 15000 Btu/h 11.50 7.60 PASSES (Cooling Mode) Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.37 0.80 PASSES System -Supply Constant Volume RTU -7 Receiving Packaged Terminal Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System PTAC > 15000 Btu/h 11.30 7.60 PASSES (Cooling Mode) Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.56 0.80 PASSES System -Supply Constant Volume RTU -8 Stereo Install Bay Packaged Terminal Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System PTAC > 15000 Btu/h 12.20 7.60 PASSES (Cooling Mode) Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.38 0.80 PASSES System -Supply Constant Volume 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 9 RTU -9 Hub/Salesdev/Restrooms Packaged Terminal Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System PTAC > 15000 Btu/h 11.90 7.60 PASSES (Cooling Mode) Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.47 0.80 PASSES System -Supply Constant Volume RTU -10 Comm./Admin Packaged Terminal Systems No. of Units 1 Component Category Capacity Design . Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System PTAC > 15000 Btu/h 10.00 7.60 PASSES (Cooling Mode) Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.23 0:80 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None EnergyGauge FlaCom FLCCSB v1.22 Project: Best Buy Title: Sanford, FL Type: Retail (mercantile) Location: SANFORD, SEMINOLE COUNTY, FL (691500) COUNT (WEA File: Orlando.TMY) Piping System Compliance Water Heater Compliance Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance Design Description Type Category Min Design Max Comp Eff Eff Loss Loss liance Water Heater 1 Storage Water Heater - <=120 [gal] & <= 1.00 0.91 PASSES Electric 12 [kW] PASSES Project: Best Buy Title: Sanford, FL Type: Retail (mercantile) Location: SANFORD, SEMINOLE COUNT 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] Domestic and Service Hot Water 0.75 True 105.00 0.28 1.00 0.63 PASSES Systems PASSES 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 11 Project: Best Buy Title: Sanford, FL Type: Retail (mercantile) Location: SANFORD, SEMINOLE COUNT 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 Fl 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 FlaCom attached? EnergyGauge F1aCom FLCCSB v1.22 12 i ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge F1aCom v1.22 INPUT DATA REPORT Project Name: Best Buy Project Title: Sanford, FL Address: --- State: FL - Zip: 0 Owner: Best Buy Project Information Orientation: North Building Type: Retail (mercantile) Building Classification: New Finished building No.of Storeys: 1 GrossArea: 29900 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 1 6 Zones No Acronym Description Type Load Profile Area Multiplier Total Area 1sq [sq 1 RTU -1 RTU -1 CONDITIONED Uses Building Load 4207.5 1 4207.5 ❑ Profile 2 RTU -2 RTU -2 CONDITIONED Uses Building Load 3901.5 1 3901.5 ❑ Profile 3 RTU -3 RTU -3 CONDITIONED Uses Building Load 3978.0 1 3978.0 ❑ Profile 4 RTU -4 RTU -4 CONDITIONED Uses Building Load 3995.0 1 3995.0 ❑ Profile 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 1 6 5 RTU -5 RTU -5 CONDITIONED Uses Building Load 3769.5 1 3769.5 ❑ Profile 6 RTU -6 RTU -6 CONDITIONED Uses Building Load 4186.0 1 4186.0 ❑ Profile 7 RTU -7 RTU -7 CONDITIONED Uses Building Load 3220.5 1 3220.5 ❑ Profile 8 RTU -8 RTU -8 CONDITIONED Uses Building Load 1054.5 1 1054.5 ❑ Profile 9 RTU -9 RTU -9 CONDITIONED Uses Building Load 1223.7 1 1223.7 ❑ Profile 10 RTU -10 RTU -10 CONDITIONED Uses Building Load 364.0 1 364.0 ❑ Profile Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume IN IN [ft] plier [sq [cf] In Zone: RTU -1 1 Sale Area 1 Area 1 Retail Establishments 76.50 55.00 22.00 1 4207.5 92565.0 ❑ (Merchandising & Circulation Area) Applicable to all lighting, including accen In Zone: RTU -2 1 Sales Area 2 Area 2 Retail Establishments 76.50 51.00 22.00 1 3901.5 85833.0 ❑ (Merchandising & Circulation Area) Applicable to all lighting, including accen In Zone: RTU -3 1 Sales Area 3 Area 3 Retail Establishments 76.50 52.00 22.00 1 3978.0 87516.0 ❑ (Merchandising & Circulation Area) Applicable to all lighting, including accen In Zone: RTU -4 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 2 I Sales Area 4 Area 4 Retail Establishments 70.00 55.00 22.00 1 3850.0 84700.0 ❑ (Merchandising & Circulation Area) Applicable to all lighting, including accen 2 Electrical 104 Electrical 104 Electrical Mechanical 10.00 14.50 22.00 1 145.0 3190.0 ❑ Equipment Room - General In Zone: RTU -5 1 Area 5 Area 5 Retail Establishments 72.50 51.00 22.00 1 3697.5 81345.0 ❑ (Merchandising & Circulation Area) Applicable to all lighting, including accen 2 L.P. Office L.P. Office Common Activity Areas - 9.00 8.00 9.00 1 72.0 648.0 ❑ Computer/Office Equipment In Zone: RTU -6 1 Area 6 Area 6 Retail Establishments 80.50 52.00 22.00 1 4186.0 92092.0 ❑ (Merchandising & Circulation Area) Applicable to all lighting, including accen In Zone: RTU -7 1 Receiving Receiving Storage & Warehouse - 28.50 113.00 22.00 1 3220.5 70851.0 ❑ Material Handling In Zone: RTU -8 1 ISC ISC Garage - Auto and Pedestrian 28.50 37.00 22.00 1 1054.5 23199.0 ❑ Circulation In Zone: RTU -9 1 Mens 103 Mens 103 Toilet and Washroom 24.50 9.50 10.00 1 232.8 2327.5 ❑ 2 Womens 102 Women 102 Toilet and Washroom 20.70 9.50 10.00 1 196.7 1966.5 ❑ 3 Sale Dev 112 Sales Dev 112 Common Activity Areas - 22.00 10.50 10.00 1 231.0 2310.0 ❑ Conference/Meeting Room 4 Hub 106 Hub 106 Recreation/Lounge 28.50 14.50 10.00 1 413.3 4132.5 ❑ 5 Corridor 105 Corridor 105 Corridor 6.00 25.00 10.00 1 150.0 1500.0 ❑ In Zone: RTU -10 1 Comm. 115 Comm. 115 Electrical Mechanical 16.00 14.00 22.00 1 224.0 4928.0 ❑ Equipment Room - Control Room 2 Admin 113 Admin 113 Common Activity Areas - 10.00 14.00 10.00 1 140.0 1400.0 ❑ Conference/Meeting Room 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 3 No Type In Zone: RTU -1 Control Type In Space: Sale Area 1 1 Metal Halide 2 Suspended Fluorescent In Zone: RTU -2 In Space: Sales Area 2 1 Metal Halide 2 Compact Fluorescent In Zone: RTU -3 In Space: Sales Area 3 1 Metal Halide 2 Suspended Fluorescent In Zone: RTU -4 In Space: Sales Area 4 1 Metal Halide 2 Suspended Fluorescent In Space: Electrical 104 1 Suspended Fluorescent In Zone: RTU -5 1 In Space: Area 5 880.00 1 Metal Halide In Space: L.P. Office 1 Recessed Fluorescent - No vent In Zone: RTU -6 In Space: Area 6 ManualOn/Off 7/26/2004 Lighting Power Control Type No.of [W] Ctrl pts 3960.00 Programmable timer without 3 Daylighting 595.00 ManualOn/Off 1 8800.00 Programmable timer without 3 Daylighting 630.00 ` Manual On/Off 1 El 880.00 Programmable timer without 3 Daylighting 900.00 ManualOn/Off 1 5720.00 Programmable timer without 3 ❑ Daylighting 700.00 ManualOn/Off 1 240.00 Occupancy sensor without 1 Daylighting 7920.00 Programmable timer without 3 Daylighting 120.00 Occupancy sensor without 1 Daylighting EnergyGauge FlaCom FLCCSB v1.22 4 I Metal Halide 7920.00 Programmable timer without 3 Daylighting 2 Suspended Fluorescent 2310.00 Manual On/Off 1 El In Zone: RTU -7 In Space: Receiving 1 Metal Halide 6600.00 Programmable timer without 2 D Daylighting 2 Suspended Fluorescent 300.00 Manual On/Off 2 ❑ In Zone: RTU -8 In Space: ISC 1 Metal Halide 2640.00 Manual Stepped -3 Level 1 In Zone: RTU -9 In Space: Mens 103 1 Recessed Fluorescent - No vent 360.00 Programmable timer without 1 Daylighting In Space: Womens 102 1 Recessed Fluorescent - No vent 360.00 Programmable timer without 1 El Daylighting In Space: Sale Dev 112 1 Recessed Fluorescent - No vent 720.00 Manual Stepped -3 Level 1 El In Space: Hub 106 1 Recessed Fluorescent - No vent 720.00 Manual Stepped -3 Level 1 ❑ In Space: Corridor 105 1 Recessed Fluorescent - No vent 360.00 Programmable timer without 1 Daylighting In Zone: RTU -10 In Space: Comm. 115 1 Suspended Fluorescent 240.00 Occupancy sensor without 1 Daylighting In Space: Admin 113 1 Compact Fluorescent 1000.00 Occupancy sensor without 1 ❑ Daylighting Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R -Value IN [ft] plier [sq [Btu/hr. sf. F] Capacity [Ib/cf] [h.sLFBtu] [Btu/sf.F] 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 5 In Zone: RTU -1 1 North Outside 8"CMU/3/4"ISO 76.50 22.00 1 1683.0 North 0.2642 9.6960 62.72 3.79 Ej BTWN24"oc/5/8 Gyp In Zone: RTU -3 1 PrOZo4Wal 8"CMU/3/4"ISO 76.50 22.00 1 1683.0 South 0.2642 9.6960 62.72 3.79 F-1 BTWN24"oc/5/8 Gyp In Zone: RTU -4 1 North Outside Wall 8"CMU/3/4"ISO 54.00 22.00 1 1188.0 North 0.2642 9.6960 62.72 3.79 ❑ BTWN24"oc/5/8 Gyp 2 West Outside Wall 8"CMU/3/4"ISO 41.00 22.00 1 902.0 North 0.2642 9.6960 62.72 3.79 F BTWN24"oc/5/8 Gyp In Zone: RTU -5 1 West Outside Wall 8"CMU/3/4°ISO 18.50 22`.00 1 407.0 West 0.2642 9.6960 62.72 3.79 13TWN24"oc/5/8 Gyp In Zone: RTU -6 1 West Outside Wall 8"CMU/3/4"ISO 52.00 22.00 1 1144.0 West 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 2 South Outside Wall 8"CMU/3/4°ISO 80.50 22.00 1 1771.0 North 0.2642 9.6960 62.72 3.79 ❑ BTWN24"oc/5/8 Gyp In Zone: RTU -7 1 North Outside Wall 8"CMU/3/4"ISO 66.00 22.00 1 1452.0 North 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 2 East Outside Wall 8"CMU/3/4"ISO 26.00 22.00 1 572.0. East 0.2642 9.6960 62.72 3.79 F-1 BTWN24"oc/5/8 Gyp 3 South Outside Wall 8"CMU/3/4"ISO 38.00 22.00 1 836.0 South 0.2642 9.6960 62.72 3.79 E] BTWN24"oc/5/8 Gyp In Zone: RTU -8 1 East Outside Wall 8"CMU/3/4"ISO 37.00 22.00 1 814.0 North 0.2642 9.6960 62.72 3.79 E] BTWN24"oc/5/8 Gyp 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 F 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 7 2 South Outside Wall 8"CMU/3/4"ISO 28.50 22.00 1 627.0 North 0.2642 9.6960 62.72 3.79 Shaded? Width H (Effec) Multi - Cond. Dens. BTWN24"oc/5/8 R -Value [ft] [ft] plier [sf] [Btu/hr. sf. F] [lb/cfl [Btu/sf. F] [h.sf.FBtu] In Zone: RTU -1 Gyp In Wall: North In Zone: RTU -9 1 Man Door Aluminum door, No, 3.00 7.00 1 21.0 0.1919 43.67 0.53 5.21 1 East Outside Wall 811CMU/3/4"ISO 43.50 22.00 1 957.0 East 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 In Zone: RTU -3 In Wall: South Gyp 1 Man Door Aluminum door, No 3.00 7.00 1 21.0 In Zone: RTU -10 0.53 5.21 1.25 in. 1 North Outside Wall 8"CMU/3/4"ISO 26.00 22.00 1 572.0 North 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 2 West Outside Wall 8"CMU/3/4"ISO 16.00 22.00 1 352.0 West 0.2642 9.6960 62.72 3.79 13TWN24"oc/5/8 Gyp Windows No Description Type Shaded UCen SC Vis.Tr W H (Effec) Multi Total Area [Btu/hr sf F] IN [ft] plier [sf] In Zone: In Wall: 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 7 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R -Value [ft] [ft] plier [sf] [Btu/hr. sf. F] [lb/cfl [Btu/sf. F] [h.sf.FBtu] In Zone: RTU -1 In Wall: North 1 Man Door Aluminum door, No, 3.00 7.00 1 21.0 0.1919 43.67 0.53 5.21 1.25 in. polystyrene In Zone: RTU -3 In Wall: South 1 Man Door Aluminum door, No 3.00 7.00 1 21.0 0.1919 43.67 0.53 5.21 1.25 in. polystyrene In Zone: RTU -7 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 7 In Wall: North 1 Man Door Aluminum door, No 3.00 7.00 1 21.0 0.1919 43.67 0.53 5.21 ❑ 1.25 in. polystyrene In Wall: South 1 Truck Door Aluminum door, No 9.00 9.00 1 81.0 0.1919 43.67 0.53 5.21 ❑ 1.25 in. polystyrene 2 Truck Door Aluminum door, No 9.00 9.00 1 81.0 0.1919 43.67 0.53 5.21 ❑ 1.25 in. polystyrene In Zone: RTU -8 In Wall: East 1 Garage Door Aluminum door, No 10.00 12.00 1 120.0 0.1919 43.67 0.53 5.21 ❑ 1.25 in. polystyrene 2 Garage Door Aluminum door, No 10.00 12.00 1 120.0 0.1919 43.67 0.53 5.21 ❑ 1.25 in. polystyrene 3 Man Door Aluminum door, No 3.00 7.00 1 21.0 0.1919 43.67 0.53 5.21 ❑ 1.25 in. polystyrene Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value [ft] [ft] plier [sf] [deg] [Btu/hr. Sf. F] [Btu/sf. F] [lb/cf] [h.sf.F/Btu] In Zone: RTU -1 1 Roof Mtl Bldg Roof/R-19 76.50 55.00 1 4207.5 0.00 0.0492 1.34 9.49 20.34 ❑ Batt In Zone: RTU -2 1 Roof Mtl Bldg Roof/R-19 51.00 76.50 1 3901.5 0.00 0.0492 1.34 9.49 20.34 ❑ Batt In Zone: RTU -3 1 Roof Mtl Bldg Roof/R-19 52.00 76.50 1 3978.0 0.00 0.0492 1.34 9.49 20.34 ❑ Batt In Zone: RTU -4 1 Roof Mtl Bldg Roof/R-19 55.00 73.50 1 4042.5 0.00 0.0492 1.34 9.49 20.34 ❑ Batt In Zone: RTU -5 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 8 I Roof Mtl Bldg Roof/R-19 51.00 72.50 1 3697.5 0.00 0.0492 1.34 9.49 20.34 ❑ Batt In Zone: RTU -6 1 Roof Mtl Bldg Roof/R-19 52.00 80.50 1 4186.0 0.00 0.0492 1.34 9.49 20.34 ❑ B att In Zone: RTU -7 1 Roof Mtl Bldg Roof/R-19 113.00 28.50 1 3220.5 0.00 0.0492 1.34 9.49 20.34 ❑ Batt In Zone: RTU -8 1 Roof Mtl Bldg Roof/R-19 37.00 28.50 1 1054.5 0.00 0.0492 1.34 9.49 20.34 ❑ Batt In Zone: RTU -9 1 PrOZo1ORfl Mtl Bldg Roof/R-19 43.50 28.50 1 1239.8 0.00 0.0492 1.34 9.49 20.34 ❑ Batt In Zone: RTU -10 1 Roof Mtl Bldg Roof/R-19 16.00 26.00 1 416.0 0.00 0.0492 1.34 9.49 20.34 ❑ Batt 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: El 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] [lb/cf] [h.sf.FBtu] In Zone: RTU -1 1 Floor Concrete floor, 76.50 55.00 1 4207.5 0.5987 9.33 .140.00 1.67 ❑ carpet and rubber pad In Zone: RTU -2 w 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 9 I Floor Concrete floor, 51.00 76.50 1 3901.5 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: RTU -3 1 Floor Concrete floor, 52.00 76.50 1 3978.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: RTU -4 1 Floor Concrete floor, 55.00 73.50 1 4042.5 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: RTU -5 1 Floor Concrete floor, 51.00 72.50 1 3697.5 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: RTU -6 1 Floor Concrete floor, 52.00 80.50 1 4186.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: RTU -7 I Floor Concrete floor, 113.00 28.50 1 3220.5 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: RTU -8 1 Floor Concrete floor, 37.00 28.50 1 1054.5 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: RTU -9 1 Floor Concrete floor, 43.50 28.50 1 1239.8 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: RTU -10 1 Floor Concrete floor, 16.00 26.00 1 416.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad Systems 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 10 RTU -1 Sale Floor Packaged Terminal Systems No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System (PTAC > 15000 Btu/h (Cooling 189000.00 11.50 El Mode)) 2 Heating System (Electric Furnace) 61400.00 1.00 3 Air Handling System -Supply (Air Handler (Supply) - 6000.00 0.37 C] Constant Volume) RTU -2 Sales Floor Packaged Terminal Systems No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System (PTAC > 15000 Btu/h (Cooling 189000.00 11.50 Mode)) 2 Heating System (Electric Furnace) 61400.00 1.00 3 Air Handling System -Supply (Air Handler (Supply) - 6000.00 0.37 Constant Volume) RTU -3 Sales Floor Packaged Terminal Systems No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System (PTAC > 15000 Btu/h (Cooling 189000.00 11.50 Mode)) 2 Heating System (Electric Furnace) 61400.00 1.00 3 Air Handling System -Supply (Air Handler (Supply) - 6000.00 0.37 EJ Constant Volume) RTU -4 Sales Floor Packaged Terminal Systems No. Of Units 1 Component . Category Capacity Efficiency IPLV 1 Cooling System (PTAC > 15000 Btu/h (Cooling 189000.00 11.50 Mode)) 2 Heating System (Electric Fumace) 61400.00 1.00 El 3 Air Handling System -Supply (Air Handler (Supply) - 6000.00 0.37 ❑ Constant Volume) 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 11 RTU -5 Sales Floor Packaged Terminal Systems No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System (PTAC > 15000 Btu/h (Cooling 189000.00 11.50 ❑ Mode)) 2 Heating System (PTAC > 13000 Clg Cap (Heating 61400.00 3.00 ❑ Mode)) 3 Air Handling System -Supply (Air Handler (Supply) - 6000.00 0.37 ❑ Constant Volume) RTU -6 Sales Floor Packaged Terminal Systems No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling. System (PTAC > 15000 Btu/h (Cooling 189000.00 11.50 ❑ Mode)) 2 Heating System (Electric Furnace) 61400.00 1.00 ❑ 3 Air Handling System -Supply (Air Handler (Supply) - 6000.00 0.37 ❑ Constant Volume) RTU -7 Receiving Packaged Terminal Systems No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System (PTAC > 15000 Btu/h (Cooling 116000.00 11.30 ❑ Mode)) 2 Heating System (Electric Furnace) 61400.00 1.00 ❑ 3 Air Handling System -Supply (Air Handler (Supply) - 4000.00 0.56 ❑ Constant Volume) RTU -8 Stereo Install Bay Packaged Terminal Systems No. Of Units 1 Component Category Capacity Efficiency . IPLV 1 Cooling System (PTAC > 15000 Btu/h (Cooling 40940.00 12.20 ❑ Mode)) 2 Heating System (Electric Furnace) 40900.00 1.00 ❑ 3 Air Handling System -Supply (Air Handler (Supply) - 1950.00 0.38 ❑ Constant Volume) 7/26/2004 EnergyGauge FlaCom FLCCSB 0.22 12 RTU -9 Hub/Salesdev/Restrooms Packaged Terminal Systems No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System (PTAC > 15000 Btu/h (Cooling 42400.00 11.90 ❑ Mode)) 2 Heating System (Electric Furnace) 20470.00 1.00 ❑ 3 Air Handling System -Supply (Air Handler (Supply) - 1600.00 0.47 ❑ Constant Volume) RTU -10 Comm./Admin Packaged Terminal Systems No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System (PTAC > 15000 Btu/h (Cooling 23400.00 10.00 ❑ Mode)) 2 Heating System (Electric Furnace) 12760.00 1.00 ❑ 3 Air Handling System -Supply (Air Handler (Supply) - 800.00 0.23 ❑ Constant Volume) Plant Equipment Category Size Inst.No Eff. IPLV Water Heaters W -Heater Description Capacit Cap.Unit I/P Rt. Efficienc Loss 1 Storage Water Heater - Electric 17 Gal 2 [kW] 1.0000 [EF] [%/hr] ❑ Ext -Lighting Description Categories. Area/Len/No. of units Wattage [sf/ft/No] [W] 1 pole light Public Parking Lots 194752.00 26400.00 ❑ 7/26/2004 EnergyGauge FlaCom FLCCSB v1.22 13 FF 2 wall packs Building Exterior Surfaces/facades 0.00 7040.00 ❑ Materials Used Piping Mat No Acronym No Type Operating Insulation Temperature Conductivity Nomonal pipe Diameter Insulation Is Runout? Thickness [F] [ Btu-in/h.sf.F] [in] [in] 1 Domestic and Service Hot Water Systems 105.00 0.28 0.75 1.00 Yes ❑ Name 9= Glass TypeNo. of Fenestration Used Glass Panes Conductance SC [Btu/h.sf.F] VILT, Frame Frame Conductance Absorptance [Btu/h.sf.F] El 7/26/2004 P i i EnergyGauge FlaCom FLCCSB v1.22 14 Materials Used Mat No Acronym Description Only R -Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.FBtu] IN [Btu/h.ft.F] [lb/cf] [Btu/Ib.F] N a 276 Mat1276 Hollow core flush (1.75") Yes 1.3239 ❑ 277 Matl277 Panel with 1-1/8" panels Yes , 1.7141 ❑ (1.75) 278 Matl278 Solid core flush (1.75") Yes 1.6500 ❑ 279 Matl279 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 Matl282 Solid Urethane foam core Yes 1.6500 ED 283 Matl283 Solid mineral fiberboard core Yes 1.7816 ❑ 284 Matl284 Polystyrene core (18 ga steel) Yes 2.0071 ❑ 1 7/26/2004 P i i EnergyGauge FlaCom FLCCSB v1.22 14 285 Matl285 Polyurethane core (18 ga Yes. 2.5983 ❑ steel) 2 286 Mat1286 Polyurethane core (24 ga Yes 2.5983 ❑ steel) 1 287 Mat1287 Polyurethane core (24 ga Yes 4.1500 ❑ steel) 2 288 Mat1288 Solid Urethane foam core Yes 4.1500 ❑ 81 Matl81 ASPHALT -ROOFING, Yes 0.1500 ❑ ROLL 244 Mat1244 PLYWOOD, 1/2IN No 0.6318 0.0417 0.0660 34.00 0.2900 ❑ 185 Mat1185 CLAY TILE, PAVER, 3/81N No 0.0301 0.0313 1.0410 120.00 0.2000 ❑ 82 Matl82 ASPHALT -SHINGLE AND Yes 0.4400 ❑ SIDING 11 Matll l 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 -41N -HOLLOW 248 Matl248 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 ❑ 3/81N 18 Mat118 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 ❑ 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 ❑ I- 1/41N, 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 ❑ BOARD,1 /2IN 206 Mat1206 CELLULOSE,FILL,5.5IN,R- No 20.8318 0.4583 0.0220 3.00 0.3300 ❑ 20 151 Matll51 CONC HW, DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 ❑ 41N 178 Mat1178 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 Mat1123 CONC BLOCK No 1.7227 0.6667 0.3870 53.00 0.2000 ❑ MW,BIN,HOLLOW 159 Mat1159 CONC No 0.3202 0.3333 1.0410 140.00 0.2000 ❑ HW-UNDRD-140LB-41N 57 Mat157 3/4 in. Plaster or gypsum No 0.1488 0.0625 0.4200 100.00 0.2000 ❑ 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 15 72 Mat172 AIR LAYER, 3/4IN OR Yes 0.9000 1002 Aluminum door, 1.25 in. polystyrene No No 0.19 0.53 43.67 5.2104 ❑ ❑ Material Material LESS, VERT. WALLS Framing No. [ft] Factor 267 Mat1267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000 ❑ 266 Mat1266 2x4@ 16" oc + R11 Batt No 8.3343 0.2917 0.0350 9.70 0.2000 ❑ 215 Mat1215 POLYSTYRENE, EXP., No 8.3350 0.1667 0.0200 1.80 0.2900 ❑ 2IN, 105 Mat1105 CONC BLK HW, 8IN, No 1.1002 0.6667 0.6060 69.00 0.2000 ❑ HOLLOW 256 Mat1256 WOOD, SOFT, 1-1/21N No 1.8939 0.1250 0.0660 32.00 0.3300 ❑ 86 Mat186 BRICK, COMMON, 41N No 0.8012 0.3333 0.4160 120.00 0.2000 ❑ 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 211 Matl211 POLYSTYRENE,EXP.,1/2I No 2.0850 0.0417 0.0200 1.80 0.2900 ❑ N, 12 Mat112 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 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 271 Mat1271 2x4@24" oc+ RI l 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 Mat1275 Panel with 7/16" panels Yes 1.0019 ❑ (1.375") Constructs Used No Name Simple Construct Massless Conductance Heat Capacity Construct [Btu/h.sLF] [Btu/sLF] Density RValue [lb/cf] [h.sLFBtu] 1002 Aluminum door, 1.25 in. polystyrene No No 0.19 0.53 43.67 5.2104 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 264 ALUMINUM, 1/16 IN 0.0050 0.00 ❑ 2 214 POLYSTYRENE, EXP., 1-1/41N, 0.1042 0.00 ❑ 3 264 ALUMINUM, 1/16 IN 0.0050 0.00 ❑ 7/26/2004 EnergyGauge F1aCom FLCCSB v1.22 16 7/26/2004 0 EnergyGauge F1aCom FLCCSB v1.22 17 No Name Simple Massless Conductance Heat Capacity Density . RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1004 Concrete floor, carpet and rubber pad No No 0.60 9.33 140.00 1.6703 ❑ Layer Material Material Thickness Framing No. IN Factor 1 151 CONC HW, DRD, 140LB, 41N 0.3333 0.00 ❑ 2 178 CARPET W/RUBBER PAD 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cfl [h.sf.F/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, 8IN, HOLLOW 0.6667 0.00 ❑ 2 269 .75" ISO BTWN24" oc 0.0625 0.00 ❑ 3 187 GYP OR PLAS BOARD, 1/21N 0.0417 0.00 ❑ Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cfl [h.sf.FBtul 1047 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3366 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 94 BUILT-UP ROOFING, 3/81N 0.0313 0.00 ❑ 2 23 6 in. Insulation 0.5000 0.00 ❑ 7/26/2004 0 EnergyGauge F1aCom FLCCSB v1.22 17 • CITY OF SANFORD PERMIT APPLICATION '} Permit # : 4 ^ � a 7 � C / Date: Job Address: Descripti on of Work: W C4)1S 04--1 5vsa-•M "15 Historic District: Zoning: Value of Work: D 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: Residential Commercial J< Industrial Total Square Footage: 30 L� Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) � A C " 00C— Parcel #: = (Attach Proof of Ownership & Legal Description) Owners Name & Address: 1 � 13,5 ep 5v c G I—C , %(/ J �w1 A S-2 2 ��/ Q"4 1'4 ` �. �j 3,3 1 3 1 Phone: Contractor Nam/)e & Address: r/ �f 7 i7Y �r �`!n7 �� —C 7 3 2-(o 4 /kx f:%16 G�2 ^R— �� lLC�n�� 3 2 30 State License Number: C C C C 3 5 o f PliKe & Fax:VOI-fS 7-1 �2YaContact Person: � Con "� {`t Phone: 5� Bonding Compaij& nn rr J Architect/Engineer: l w �1 1 1 5 1 Phone: Address: J _ Fax: Application is hereby m t In e o he work and installations as indicated. I certify that no work or installation has commenced prior to the issuanc$-of a permi an hat 11 It i per . ed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secu f E PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONE S, 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 thise that may befo nd i the public records of this county, and there may be additional permits required from other governmental entities such as water age nt districts, state a ies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Flo ty JJJF Signature of Owner/Agent Date Siatu f Co cttor/Agent V Date At, A,T1n,4__1rvNatnv, Print Owner/Agent's Name Prim Contra or/Agent's N 22 e Signature of Notary -State of Florida Date Signature o* o%Fgda ate I�%t Publ cit e of Florida Comm. No. DD 140278 Owner/Agent is _ Personally Known to Me or Contract /Ageii►� •''PersonakOM," I2,o?006 Produced ID� Pro APPLICATION APPROVED BY: Bid (P toning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 7P-C�v _ Nov -30 04 05:16p p.2 UNION BANK OF FLORIDA MARYANNE NNE, CLERK OF CIRCUIT COURT Permit No. SEMINOLE COUNTY Tax Folio No. BK 05503 PGS 0388-0390 CLERKt S # 2004159907 NOTICE OF COMMENCEMENT RECORDED 11/0312004 10: 3500 AM RECORDING FEES 87.00 STATE OF FLORIDA RECORDED BY t holden COUNTY OF MIAMI -DADS The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with ' Section 713 Florida Statutes, the following information is provided in this notice of commencement. d 1. Description of property (legal description and address, if available): A parcel of land lying in Section 28, Township 19 South, Range 30 East, Seminole County, Florida as more fully describe In Exhibit "A" attached hereto and made a part hereof. General description of improvements: Build -to -Suit Store for Best Buy_ 2. Owner Information: (a) Name and Address: BBS ASSOCIATES, LLC, 1401 Brickell Avenue, Suite 526, Miami, Florida 33131 (b) Owner's interest in tree site of the Improvements (if other than fee simple titleholder), (c) Name and Address of fee simple title holder (if other than owner): 3. Contractor. (a) Name and Address: RA Rogers Construction Company, Inc. 234 North Westmonte Drive, Suite 2000, A3tamonte Springs, Florida 32714 t (b) Phone No. 407.339-4001 Fax No. 407-339-4911. (Optional, if service by fax is acceptable) 4. Surety on any payment bond: (a) Name and Address: Western Surety Company P.O. Box 5077, Sioux Falls, SD 57117 (b) Phone No. 800.331-6053 Fax No. (Optional, if service by fax Is acceptable) (c) Amount of bond $6,933,423.00 5. Lender making loan for the construction of the Improvements: (a) Name and Address: Unlon Bank, NA., 1580 Sawgrass Corporate Parkway, Suite 310, Sunrise, Florida 33323, Attention: Loan Administration (b) Phone No. Fax No. (Optional, if service by fax is acceptable) 6. Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1)(a)7, Florida Statutes: (a) Name and Address: Steven Siegel, Argatts Properties 1401 Srickelt Avenue, Suite 520, Miami, Florida 33131. (b) Phone No. Fax No. (Optional, If service by fax Is acceptable) ; 7. In addition to himself, Owner designates the following person to receive a copy of the lienors notice as provided in Section 713.13(1)(b). Florida Statute: (a) Name and Address: Lawrence N. Rosen, 1170 N.E. 22nd Court; North Miami Beach, Florida 33180 ci N (b) Phone No. Fax No. (Optional, if service by fax is acceptable) And (a) Name and Address: Union Bank, N.A„ 1580 Sawgrass Corporate Parkway, Suite 310, Sunrise, Florida 33323, Attention: Loan Administration (b) Phone No. Fax No. (Optional, if service by fax Is acceptable) V -1- 55087FL-RAD 4130/99 October 15.2004 Nov 30 04 05:16p p•3 1i 8. Expiration date of notice of commencement (the expiration date Is one (1) year from the date of recording unless a different date is specified): OWNER: j i BBS A=TEa Florida limited liability company By. (SEAL) STATE OF FLORIDA COUNTY OF MIAMI -RADE The foregoing instrument was acknowledged before me this ± dayjof October, 2004, by STEVEN T. SIEGEL, the Sole Member SBBAsS4datgst L�, a Fiorida limited Ikability company. I He Is personally known to me or produced �F "7`i5?s �dentificalion. \\MIA-SRVOI QRUNAWERGS\1585067v01\4/15!04 -2- 55087FL-R fD 4/30/99 October 15, 2004 M. LC1, Notary P'Nblic, State and County aforesaid Commission No.: My cocoon expires: MY aomMISSIM M DD 178746 wM: Aanua K 2607 amaalwuN>rn� CERTIFIED COPY MARYANNE MORSE CL RK CIRCUIT COURT SEM' N LE C TY, ORIDA BY Ty CLERK .. 32004 Nov 30 04 05:16p EXMIT A A parcel of land lying in Section 28, Township 19 South, Range 30 described as follows: Commence at the Southwest corner of said Section 28 Township 19 Sou S 89 degrees 53'03"E, along the South line of the Southwest 114 of said Beginning and to a pointan the East right of way line of Rinehart Road 107) also being a point on a curve concave Westerly, having a radius of E.; thence departing the South line of Section 28, run Northeasterly aloe line, through a central angle of 00 degrees 09'27" a distance of 7.19 feet 001" E. 464.41 feet; thence departing said right of way line, run S 89 d ingresslegress easement a distance of 133.24 feet to a point of curvature radius of 180.50 feet and chord bearing and distance ofN 78 degrees 27 of said curve through a central angle of 23 degrees 34'25" a distance of degrees 40'07" E, a distance of 31.51 feet to a Point of Curvature of a cu feet and a chord bearing and distance of 70 degrees 40119" E, a distan of said curve through a central angle of 09 degrees 09'00" a distance of ; S 51 degrees 00' 15" E, a distance of 805.28 feet to the South line of said said South line, a distance of 878.84 feet to the Point of Beginning. p.4 4% y Seminole County, Florida, being more particularly Range 30 East, Seminole County, Florida; thence run Lection 28, a distance of 15.00 feet, to the Point of [140' RlW Per Seminole County R/W Map Book 1, Page 2616.55 feet and a chord bearing of N 00 degrees 09'05" the arc of said curve and along said East right of way �o the Point ofTangency; thence run N 00 degrees Teesf 55'24" E along the centerline of a 60 foot a non -tangent curve concave Northwesterly, having a 19" E 73.74 feet; thence run Northeasterly along the are 4.26 feet to the Point of Tangency; thence run N 66 rve concave Southeasterly, having a radius of 119.50 :e of 19.06 feet; thence ran Northeasterly along the arc 9.08 feet to a point; thence departing said c eaterline run Section 28; thence nm N 89 degrees 53'03" West, along BEST BUY STORE B-608 — SANFORD FL PROJECT NO. 08795 SECTION. 07530 — SINGLE PLY MEMBRANE ROOFING SYSTEM PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide mechanically fastened, reinforced single ply membrane roofing system 2. Related accessories. 1.2 RELATED ITEMS A. Instructions to Bidders; for bidding submittal procedures. B. Section 00200 — Information Available to Bidders: Best Buy Company Fifteen Year Roofing System Agreement. C. Section 06100 - Rough Carpentry; for wood nailers, blocking and cants.. D. Section 07183 and Section 07240: Painting of PVC'coated metal coping. E. Section 07620 - Sheet Metal Flashing and Trim; for sheet metal flashing at roof and non - thermoplastic sheet metal materials. F. Section 07724 - Roof Accessories. G. Division 15 - Mechanical; for frost proof jackets for plumbing vents; flashing flanges for roof drains, and thimbles for hot vents. 1.3 REFERENCES A. Council of American Building Officials, (CABO). B. International Conference of Building Officials, (ICBG). C. Standard Building Code, (SBC). D. Factory Mutual System, (FMGLOBAL): 1. FMGLOBAL, "Approval Guide - Equipment, Materials, Services for Conservation of Property". E. Thermal Insulation Manufacturers Association, (PIMA): 1. PIMA, "Technical Bulletin 101, Conditioning Methods". F. Underwriters Laboratories, (UL): 1. UL, "Building Materials Directory". 1.4 SYSTEM DESCRIPTION A. Selection of membrane system, insulation, protection board, fasteners, terminations, flashing, parapet terminations, roof hatch, roof traffic topping, plates, and the perimeter/field fastening pattern shall conform to the selected membrane manufacturer's current test ratings for FMGlobal's requirement for an minimum 1-90, Class 1'(A) roof system and shall be provided as a complete tested assembly for metal roof deck. B. Design: 1. Architect's drawings are based on a generic single ply membrane roofing system 2. Selected roofing system manufacturer and installer shall provide all necessary details to ensure roofing system meets specified regulatory and performance requirements, over building structure indicated. C. Roofing Contractor Responsibilities: 1. Provide complete membrane roofing system from selected pre -approved roofing manufacturer specified herein, conforming to requirements of this Section. 2. Provide materials including but not limited to the following: a. Membrane sheet goods. b. Polyisocyanurate roof insulation. c. PVC coated sheetmetal wall coping and scupper material . d. Galvanized sheetmetal: all other sheetmetal work which is not indicated as PVC/ ITO coated, (i.e.; counterflashings, gutters, headers, downspouts, expansion joints, etc per Section 07620). e. Protection board, where specified or required by selected manufacturer, local code, or FMGlobal for hail protection as approved by Best Buy's Project Manager. Where not specified for hail protection, selected roofing manufacturer shall direct selected roofing contractor to provide protection board around roof equipment, roof hatch and ladder locations. f. Roof protection pads (walkway pads). g. Pipe boot materials, both prefabricated and field -fabricated, and stainless steel clamps. h. Fasteners and plates for rigid insulation board and for membrane seam attachment. SINGLE PLY MEMBRANE ROOFING SYSTEM 07530- 1 9 BEST BUY STORE B-608 — SANFORD, FL PROJECT NO. 08795 i. Termination bars, lead anchors. j. Manufacturer's bonding adhesive. k. Polyurethane sealant. 1. Foam Sealant, for cut-off of ambient air in deck flutes at .perimeter of roof and at deck penetrations. m. Membrane manufacturer's standard membrane seam cleaning solvents. n. Installation.of reglets. o. Gutter fastening hardware, gutter support, header and/or downspout system, where specified (per Section 07620). p. Pre -fabricated expansion joint flashing for tie-in to adjoining structures, where specified. q. Sealant backer rod, (i.e. hatch flashing or expansion joint), where specified. r. Sealants required for'waterproofing. s. Wood blocking for water diverters, and support of rooftop pipelines. t. Metal pipe boot clamps. u. Where specified or where required by local code, metal pipe stands and framing for mounting roof -top refrigeration units. v. Miscellaneous fasteners. w. Membrane cleaners approved by membrane manufacturer, to prepare membrane surface prior to hot air welding (i.e. water, soap solutions, methyl ethyl ketone). x. Indirect costs such as material handling and storage, materials and equipment, ladders, dumpsters, safety systems, hand and power tools for installation, drill bits, portable electrical power (minimum 9KV is required), cleaning rags, and OSHA required safety systems. y. Expansion joint flashing materials, either prefabricated or field -fabricated. z. Vapor Barrier, where required. aa. All separator films and all metal tapes or fabric -based tapes. bb. Membrane Manufacturer's 15 year Total System Warranty. cc. Roof hatch, where specified, meet requirements of Section 07724 dd. Installation labor and supervision; material handling,, material disposal and safety systems. ee. All elements: material, labor, indirect costs and supervision to provide a complete roofing system. 1.5 SUBNUTTALS' A. General: 1. Comply with Section 0 13 00, Submittals. 2. Submit minutes from Pre -installation conference. 3. Detail and Specification changes that deviate from Contract Documents must be jointly approved by Owner's Representative and Project Architect of Record. B. Certifications: 1. Bidding Requirements: a. Comply with procedures specified in Instructions to Bidders. b. Certifications: Submit documentation of Class 1(A) assembly as specified. 2. Pre -Warranty: The following statement and certifications shall be submitted at Pre -Installation conference: MANUFACTURER INDICATES: FAMILIARITY WITH DRAWINGS AND SPECIFICATIONS RELATED TO THIS SPECIFIC PROJECT; ACKNOWLEDGEMENT THAT THE ROOFING SYSTEM WILL BE INSTALLED BY THIS SPECIFIC CONTRACTOR, UNDER THESE SPECIFIC CONDITIONS; INTENTION TO WARRANT ROOFING SYSTEM UNDER ALL OF THESE CONDITIONS. Project Name and BB -Number Applicator's Name Manufacturer's Project Name/Number Signature of Manufacturer's Representative C. Materials and Equipment Submittals: 1. Shop Drawings: Submit shop drawings for membrane roofing system, including fastener frequency and details, installation details of perimeter flashing, roof penetrations, splices, and roof protection pads. 2. Maintenance Manuals: Maintenance Manuals of the manufacturer must be furnished by the Roofing Contractor to the General Contractor as part of the turnover documents. SINGLE PLY MEMBRANE ROOFING SYSTEM 07530-2 BEST BUY STORE B-608 — SANFORD, FLPROJECT NO 08795 3. Certificates: Submit manufacturer's Affidavit certifying materials purchased for and delivered to Project conform to these Specifications. Include copies of third party test data. 4. Warranty: Submit manufacturer's sample 15 year total system warranty, as pre - negotiated with Best Buy Company, inclusive of both material performance, and roofing contractor's workmanship. 1.6 QUALITY ASSURANCE A. Manufacturer: 1. Provide primary roofing materials from a single manufacturer for a single source warranty. Provide secondary materials only as recommended by manufacturer of primary materials and approved by Owner's Representative. B. Applicator Qualifications: 1. Applicator, currently authorized and approved by membrane manufacturer with a minimum of 5 years experience specializing in the installation of specified roofing system. 2. Applicator to maintain at the project site during the roofing installation, a full-time field superintendent/foreman who has a minimum of 5 years experience in all phases of installation with the specified roofing system 3. Applicator shall be fully experienced in seam probe and patch activity. The contractor must include in his bid all costs to execute a complete probe of all welds on the roofing system and to make repairs to all seam defects. Roofing Contractors that are not committed to this required probe - and patch activity should not offer a bid to this project. C. Owner's Requirements: 1. Membrane roofing system to conform to the requirements of FMGlobal Class 1, Insulated Steel Deck Roof Systems, and achieve minimum FMGLOBAL 1-90 uplift rating fof mechanical attachment single -ply roof membrane at roof perimeter and comers, with specific half sheet and fastening requirements. 2. In addition, membrane field and perimeter fastening shall be increased by 100% for those projects with "D" wind exposures or located in extreme wind conditions, (wind speeds which are 100 mph or greater or in special wind regions), as defined by ASCE current edition. a. Provide fastening requirements to conform to local code or to manufacturer's recommendations or FMGLOBAL's requirements, whichever is more stringent. Membrane roofing system shall have product approval for material performance and high wind conditions by the Products Control Division, Metropolitan Dade County Building and Zoning Department, 111 N. W. First Street, Suite 1010, Miami, Florida 33128-1974. a. Submit copies of Product Control Notice of Acceptance in accordance with Section 01300. D. Requirements of Regulatory Agencies: Membrane roofing system to meet Class A. as a tested assembly for ANSI;'UL 790 and UL 1256, Construction Number 120. E. Contact one of the following applicable roofing manufacturer representatives, for the roofing system proposed, to determine pre - agreed upon conditions and requirements for the 15 -year limited roof system warranty. ' 3.1. GENFLEX ROOFING SYSTEMS: Contact: Michael Ribbe. Tel: 281.242.9796. Fax: 281.242.7184 Cell: 713.248.5330 3-2. JOHNS MANVILLE Contact: Steve Crones Tel: 330.653.8909 Fax: 330.653.3577 4.3. SARNAFIL: Contact: Gary Whittemore Tel: 781.828.5400. Fax: 781.828.5365 54. STEVENS ROOFING SYSTEMS: Contact: Bruce Abbott Tel: 800.621.7663 ext. 1012 Fax: 413.552.1070 1.7 PRE -INSTALLATION CONFERENCE A. Minimum 5 days prior to installation, convene a pre -installation conference. 1. Require attendance of Owner's Representative, Contractor, Manufacturer's Representative, Roofing System Applicator, and other parties directly affecting work of this Section. SINGLE PLY MEMBRANE ROOFING SYSTEM 07530-3 BEST BUY STORE B-608 — SANFORD, FL PROJECT NO. 08795 2. Meeting Notes: The Roofing Contractor (b) Complete and systematic shall maintain minutes of the meeting and probe and patch of all seam shall distribute within three working days defects. of the meeting to the following parties: (c) Roofing contractor identify a. General Contractor. rooftop conditions and b. Owner's Representative. locations where other trades c. Architect of Record (If requested by are notified against abuse of Owner's Representative). roof membrane from 3. Pre -installation conference agenda: (i) Contaminants. a. Review of drawings and specifications (ii) Smoking. for application of roofing system (iii) Or construction debris. b. Review of applicable local code j. Review proposedchanges and requirements for roofing system deviations from drawings and c. Review proposed application specifications. procedures and coordination required k. Review of shop drawings for perimeter with other trades. edge, tie in of lower roofs to vertical d. Presentation of a booklet of the walls (where specified) and other standard technical details. from the required submittals. manufacturer's Technical Manual that 1. Review required inspections, shall be utilized for the installation. contractor licensing by manufacturer, e. Deviations from the Technical Manual, contractor history managing and (i.e. approved project details, either executing projects of this size, and from project Drawings or proposed by quality expectations for this roofing contractor), that have also been application. approved by Architect of Record and m. Review definition.of what is an Owner's Representative. "approved steel deck" which shall be f. Review of permitting process and local covered with roofing system code requirements, where applicable. n. Review perimeter wall cap elevations g. Review of Project Conditions: and lumber attachment as a suitable 1) Tentative timetable of execution. substrate for receiving the 2) Work Crew: expectations for the waterproofing perimeter flashings. execution of the project within the o. Review submission of Pre -Warranty timetable. Submittal as specified herein. 3) Roofing contractor's p. Pre -Application Inspection: superintendent: Identify individual 1) Walk-through of area to receive who shall be present during the roofing application. duration of the installation. 2) Agreement on condition of decking 4) Emergency Contact and 24 hour and walls as acceptable for Response Number. receiving new roofing system h. Review of Forecasted Weather Conditions: 1.8 DELIVERY, STORAGE AND HANDLING 1) Note any exceptions or allowances A. Deliver packaged materials in original; considered in the execution of the unopened containers or wrapping with labels project and measures necessary to intact. be taken due to adverse conditions. 2) Roofing contractor's practice for B. Protect materials from water, the elements, and securing and storage of product on other damage during delivery, storage, and the roof which shall prevent handling. damage or loss of product during C. Store insulation, roofing, and other materials, high winds or precipitation. including materials stored on roof, on clean i. Summary Statement: By the roofing wood pallets or platforms and cover with contractor: waterproof covers securely fixed in place. 1) Commitment to a timely execution. 2) Summary statement of roof quality D. Roof loading should not begin until steel deck control practices: is erected and approved for. covering. Spread (a) Routine seam sampling. out rooftop material storage to prevent excessive load on roof. Protection board, SINGLE PLY MEMBRANE ROOFING SYSTEM 07530-4 BEST BUY STORE B-608 — SANFORD, FL PROJECT NO. 08795 where specified, weighs 1 psf and where bundles are broken, repackaged with waterproof coverings and spread throughout the deck structure. E. Store materials containing solvents in tightly sealed containers. Store at proper temperatures with adequate fire and safety precautions. F. Remove from Site wet or damaged materials, including improperly stored materials exposed to rain, snow, or other water. inspection to the membrane manufacturer's on site project representative. D. Roofing Contractor to fax a copy manufacturer's inspection punchlists to: Owner's Representative and Architect. E. Upon completion of manufacturer's punchlists, Roofing Contractor fax statement that manufacturer's punchlists are complete to: Owner's Representative and Architect. 1.9 ENVIRONMENTAL REQUIREMENTS PART 2 - PRODUCTS A. Do not apply insulation or roofing materials when roof deck is wet or when frost, ice or snow is present on deck B. Do not apply insulation or roofing materials when other adverse environmental conditions exist as defined by roofing manufacturer. Proceed with work only when conditions have been corrected to the satisfaction of roofing manufacturer representative. Notify Owner's Representative of delays caused by such conditions. C. Do not apply insulation or roofing materials when air temperature or temperature of deck is below that recommended by manufacturer, or when excessive humidity is or can be expected to be present within building, unless special precautions satisfactory to Owner's Representative are taken. Submit proposed special precautions to Owner's Representative for approval, and do not proceed without approval. D. Do not apply insulation or roofing materials when air temperature and wind velocity results in a below 0 deg. F. "wind chill temperature" or actual temperature below 10 deg. F.. Notify Owner's Representative of delays caused by such conditions. 1.10 WARRANTY AND MAINTENANCE RECOMMENDATIONS A. Roofing Contractor shall submit pre- installation notification and required project documentation and information to membrane manufacturer, in accordance with manufacturer's requirements for issuance of warranty. B. Original warranty turned over by Roofing Contractor to Owner's Representative. C. Roofing Contractor, upon substantial completion, shall submit the notice of 2.1 MEMBRANE ROOFING SYSTEM Acceptable Manufacturers: Only the following pre - approved roofing manufacturers listed below will be accepted by Best Buy Company. Contractor shall select only one manufacturer for this Project: 3,1.GenFlex: PVC-TPO. 2. Johns Manville: PVC-TPO 4-3.Samafil: PVC. -.4. Stevens: PVC-TPO. B. Acceptable Mechanically Attached Single Ply Membrane Materials: Only one of the following pre -approved reinforced single ply membrane roofing materials listed below will be accepted by Best Buy Company. Selected Manufacturer shall provide only one of the following approved and tested membrane roofing systems on this project: 1. Polyester reinforced thermoplastic (PVC), minimum (.045") thickness, 15 mil minimum thickness of top layer over scrim as tested in accordance with ASTMD751, white exposed face color, hot air welding seaming system 2. Reinforced thermoplastic polyolefin (TPO), minimum 45 mils (.045") thickness, 15 mil minimum thickness of top layer over scrim as tested in accordance with ASTMD751, white exposed face color, hot air welding seaming system. C. Flashing: Provide 60 mil sheet flashing and prefabricated flashing components as recommended by membrane manufacturer. D. Insulation: Polyisocyanurate insulation with facings (INSUL-1) as recommended, tested and approved by roofing manufacturer for use with selected system on wide rib roof deck. 1. Insulation "R" Value: Minimum (6 month) aged "R" value of 21,0, in two (2) layers, SINGLE PLY MEMBRANE ROOFING SYSTEM 07530-5 i BEST BUY STORE B-608 — SANFORD, FL PROJECT NO. 08795 according to PIMA, Conditioning Methods. 2. Board Size: nominal 4'x 8'. 3. Tapered polyisocyanurate insulation or material as tested by roofing manufacturer for total approved system 4. Comply with UL Class A roof assemblies. 5. Density: 2 pcf. 6. Insulation Types: a. Field. b. Tapering. c. Insulating curbs. 7. Manufacturers and Products: a. Atlas. b. Hunter Panels. c. NRG. d. Johns Manville. e. Rmax. &f Or may be single -source through the membrane manufacturer as a complete roofing system E. Attachment Systems, meet manufacturers requirements for: 1. Field. 2. Perimeter. 3. Perimeter Wall. 4. Wall Cap. 5. All penetrations and flashings, inclusive of mechanical fixing systems and components and all bonding adhesives and seam sealants. F. Plates and Screws for insulation and membrane, FMGlobal approved: 1. Plates for insulation, screws for insulation (#12 or larger), corrosion -resistant, self tapping, self drilling, coated screws with low profile head. 2. Screws for membrane, membrane seams and membrane accessories (#15 or larger), _ corrosion -resistant, self tapping, self drilling, coated screws, with low profile head. 3. Manufacturers: a. ITW Buildex. b. Olympic. c. SFS: d. Tru -Fast. e. Or may be single -source through the membrane manufacturer as a complete roofing system. G. Membrane Protective Covering: Material recommended by manufacturer to protect roofing system from corrosive exhaust residue where required. H. Pipe Seals and Flashing Boots: Use preformed components when famished by roofing manufacturer, and stainless steel clamps. I. Sealants, caulks, backer rods and materials for fixing flashings into crevices, reglets, or expansion joints. As required and recommended by roofing manufacturer. J. Roof Protection Pad(Equipment Walkway Pad: of single ply rubber/thermoplastic membrane protection pad that is supplied by selected membrane manufacturer as integral to the manufacturer's roofing system warranty. K. Protection Board: 1/2 inch thick, non- combustible, glass fiber faced gypsum panels with water resistant treated gypsum core. 1. G -P Gypsum Corporation: Dens -Deck or approved equal. L. Gas Pipe Support Pads: Manufacturer's roofing membrane material and standard details. 1. Where required by codes due to seismic requirements or high wind conditions, provide curb mounted pipe supports as approved by Architect. M. PVC/TPO coated metal and/or field painted galvanized metal per Section 07620 for: 1. Fabricate metal work for: a. Flashings. b. Counterflashings. c. Cleats. d. Scupper flashings e. Gutter and downspout systems. f. Flat sheets. g. And other roofing related flashings. N. Expansion joint flashing materials, either prefabricated or field -fabricated. O. Membrane cleaners: as required and recommended by roofing manufacturer. P. Roof hatch: Per Section 07724. Q. All separator films and all metal tapes or fabric -based tapes: As required and recommended by roofing manufacturer. R. Other Materials: As required and recommended by roofing manufacturer. S. Foam Sealant: Non -CFC, polyurethane foam 1. Acceptable manufacturers: a. Geocel Corporation, Elkhart, IN, 1 - part "Geocel Expanding Foam Sealant", 800-348-7615. b. Insta-Foam Products Inc., Joliet, IL, 1 - part "Insta-Seal" or 2 -part "Roof -Pak", 800-800-3626. SINGLE PLY MEMBRANE ROOFING SYSTEM 07530-6 BEST BUY STORE B-608 — SANFORD, FL PROJECT NO. 08795 I PART 3 - EXECUTION 3.1 INSPECTION A. Verify deck is dry, clean and smooth, free of depressions, waves, or projections. Verify roof openings and penetrating elements are solidly set. B. Installation implies approval of substrate material including wood nailers and insulation stops and acceptance of responsibility for performance. 3.2 WOOD NAILERS AND INSULATION STOPS A. Install treated wood nailers where indicated on the drawings and as required for a completed system B. Comply with FMGLOBAL Loss Prevention Data 1-48 for size and spacing of fasteners. C. Install top of hailers flush with top of roof insulation. 33 ROOF INSULATION APPLICATION A. Install (INSUL-1) insulation, separators and accessories: Install roof insulation in two layers. Joints staggered between layers in both directions a minimum of 12 inches, in accordance with the membrane manufacturer's instructions. Install minimum 1/4" per foot tapered insulation system where required for proper drainage and indicated on the Drawings. B. Unless more stringent requirements are required by local code or by membrane manufacturer, attach top layer of 4'x 8' insulation boards with a minimum of 5 plates and screws per board. Four of the fasteners must be attached within 6 inches of each comer and the fifth must be attached in center of board. All fasteners must penetrate top of deck flute to achieve minimum 3/4". C. Before installing roofing system, seal off movement of ambient air at the perimeter and at all deck openings with foam sealant. Install foam sealant into flutes of deck penetration openings. Install foam sealant around perimeter of the roof into flute openings that run perpendicular to the parapet wall. Install foam sealant at perimeter of roof into gap between red angle iron that supports the perimeter roof metal decking and the face of masonry wall. 3.4 MEMBRANE ROOFING SYSTEM APPLICATION A. Mechanically fastened reinforced single ply membrane roofing systems: PVC/TPO Roofing Systems: Polyester - reinforced thermoplastic (PVC) membrane roofing system. Conform to UL Class A, and FMGLOBAL 1-90 requirements. Provide all components to the roofing system including but not limited to the following: B. Roofing manufacturer's standard technical details for installation and installation instructions shall be followed. 1. Exceptions to details in Manufacturer's Technical Manual or Drawings must be approved in writing by the manufacturer, with a copy of the manufacturer's approved deviation faxed to Owner's Representative, five working days prior to installation of the approved deviation. Roofing contractor may not install the proposed deviation until it is approved by means of a faxed approval from Owner's Representative. C. Roofing system and details shall conform to local code requirement where local code ' requirement is more stringent in wind uplift resistance than the manufacturer's warranty requirements. D. Perform work to meet applicable requirements of membrane manufacturer's current technical manual. E. Install work to meet requirements of Owner's insurance agency and regulatory agencies. F. Field membrane to be installed perpendicular to the line of the deck flutes. All fasteners MUST penetrate top of flute only. G. Roofing contractor shall follow membrane manufacturer's requirements and FMGLOBAL 1-90 classification for attachment of roof membrane at: 1. Perimeter. 2. Roof corners. 3. Field of the roof. 14. Perimeter Attachment of the Deck Membrane: Tum up deck membrane minimum 3 inches at the parapet and secure using a rigid termination bar installed on the parapet wall tight to the intersecting deck, and fastened at ends and 6" o.c. Trim membrane and leave a minimum of 1/2 inch above the line of the termination bar. In addition, apply a continuous, unbroken line of sealant between SINGLE PLY MEMBRANE ROOFING SYSTEM 07530-7 BEST BUY STORE B-608 — SANFORD, FL PROJECT NO 08795 the membrane and the parapet wall at the intersection with the deck. I. Membrane Installation Tolerances: 1. Minimum overlap of membrane seams shall be 6 inches. 2. 1/2 inch gap between the edge of the membrane and the outer diameter of the seam plate. 3. 1/2 inch gap minimumbetween the hot air weld zone and the edge of the seam plate Seam Welding: Hot Air Welding: Seam welding with hot air tools, both manual and automatic, are an allowed method for closing the roofing membrane system, membrane flashing and walkway/protection pads. Follow the Roofing Membrane Manufacturer's instructions for hot air welding. K. -Testing and Patching of seams. 1. Probe 100 percent of welds for continuity and integrity. 2. Patch blisters located within 1/2 inch of weld edge. 3. Patch carbon burns or "hot" residue deposits along welds. 4. Patch membrane surfaces scorched from excessive heat during welding. 5. Patch seam voids that allow the tip of a probe to enter the weld. 6. Patch field membrane wrinkles that run continuously into and through a seam. 7. Patch wrinkles created in the welding process that run into the weld edge. L. Patching: Minimum patch size on the flat field: 4 inches by 4 inches with rounded comers. 3.5 FLASHING, TERMINATION BAR, FASTENERS AND ACCESSORIES INSTALLATION A. General: Install flashings and accessory items as shown as required by the Roofing Manufacturer and in accordance with the Drawings and Specifications. B. Curb Flashings: Pully adhere curb flashings with Membrane Manufacturer's bonding adhesive for thermoplastic systems. At HVAC unit curbs, wrap membrane over top of curb before setting HVAC unit. C. Flashing Attachments: 1. 26 gauge (or thicker) metal to masonry caps at 9" o.c. for lead anchors and/or concrete screws. 2. Attachment of metal cap coping into lumber plate at 6" o.c. with No 14 or thicker screw. 3. Nails of any type or size are not acceptable in any detail on this project. D. Torch -applied membranes or equipment for torch -application are NOT allowed on this Proj ect. E. Attachment of membrane to masonry walls: 1. No exposed fastener heads on a completed roofing system F. Parapet Wall Flashing: Verify from manufacturer's project representative that parapet wall surface to receive flashing meets manufacturer's approval. (If parapet wall surface does not comply, provide Manufacturer's recommended substrate). Mechanically attach roof membrane to parapet walls with termination bars installed horizontally in equal spaces not exceeding 24 inches vertically. 1. Fasten the termination bar with lead anchors and 12 inches o.c. Sealant between the membrane and parapet wall is not required for intermediate termination bars. Termination bars that intersect a wall expansion joint are to be cut on each side of the. expansion joint and the end of the bar on each side of the joint shall be secured with a fastener. For intermediate termination bar to wall flashings over plywood, either attach termination bar with #15 screws mounted 6 inches on center, or fully adhere membrane to plywood, (glue both surfaces prior to mating), provided the outside air temperature is greater than 49 degrees F. 2. Cover over termination bar either by centering an 8 inch strip of membrane over termination bar and fully welding both edges of the strip, or by covering termination bar with the next height of flashing and welding the lower edge of the flashing 3 inches below the length of the bar. Do not reverse -flip the upper flashing over the termination bar. 3. At the base of the parapet wall, the outside edge of the base weld is not to extend more than 4 inches away from the crotch of the wall. If the weld of the base flashing exceeds 4 inches, excess billowing of the wall flashing may occur and the roofing contractor shall be required to install an additional termination bar (fixed 12" o.c and stripped -over), six inches above the crotch to correct the error. SINGLE PLY MEMBRANE ROOFING SYSTEM 07530-8 BEST BUY STORE B-608 — SANFORD, FL PROJECT NO. 08795 4. When trimming wall flashing behind the termination bar, leave 1/2 inches of membrane height above the termination bar. 5. Do not expose anchors or fasteners in the intermediate wall termination.detail. G. Fabricate thermoplastic coated metal coping according to the approved Drawings. 1. Bend the vertical surface of the metal coping greater than 90 degrees so that, when installed, the vertical face is spring- loaded against the wall allowing minimal gap. Fabricate vertical edge with 1/4 inch drip flair and hemmed edge. 2. If the vertical face of the metal coping is greater than 3 inches provide a continuous 24 gauge galvanized metal keeper fastened to the wall at 12 inches on center if wood and 18 inches on center if masonry. Fabricate the vertical surface of the metal coping to interlock withthe keeper and creating a drip flair. H. Install sealant SLNT-8 continuous, without gaps between the vertical face of the metal coping and the parapet wall. 1. At the comers of the roof where two perimeter zones intersect, overlap the perimeter roll installations to achieve a 50% increase in the number of screws for attachment of comers over the attachment of the perimeter. Fasten thermoplastic coated metal used for copings on parapet wall with masonry fasteners, at 9 inches on center, into concrete or masonry, or galvanized flat head screws, fixed 6 inches on center, into wood plate. Fasteners should be straight in line, two inches from the exterior metal edge. 1. Allow 3/8 inches gap between the lengths of the cap metal for expansion. 2. Apply a two inch wide strip of duct or metal tape centered over the gap on the top horizontal surface. Do not tape vertical surface. 3. Weld 4 inch wide step of un -reinforced thermoplastic membrane centered over the joint, both vertical and horizontal surfaces. 4. Install un -reinforced flashing membrane at inside and outside comers of PVC/TPO coated metal, allowing a minimum of 1/2, inch of weld onto vertical face. K. Terminate membrane flashing over top of parapet within 1/2 inch of outer metal coping break edge. Fully adhere membrane with bonding adhesive to exposed top of masonry or SINGLE PLY MEMBRANE ROOFING SYSTEM concrete and down a minimum of 6 inches on the vertical surface. Fully hot air weld a minimum 1-1/2 inch bond to thermoplastic coated metal coping. L. Installation of Parapet Comers: On parapets of 10 inches and higher, install nominal 6 inch x 6 inch galvanized steel or PVC/TPO coated sheetmetal angle at interior parapet comers from roof deck to top of parapet. Lap roof membrane over sheetmetal angle and fully heat weld edges. Hold back intermediate and base termination bars 7 inches from inside comer of parapet. 3.6 ACCESSORIES A. Pipe Seals and Flashing Boots: Install prefabricated boots on all pipes that are sized to receive boots. Do not use un -reinforced membrane unless the size of the pipe is not supplied.. 1. Wrap black asphalt impregnated iron pipe with metal tape aligned with the top of the boot prior to booting. 2. Embed sealant between tape and pipe and between the boot and top of tape. Smooth out sealant after installing and tightening hose clamp. B. Furnish laminated metal, plastic, or other flashings as required. Install according to roofing manufacturer's instructions. C. Adhesives, Solvents and Sealants: Install according to roofing manufacturer's requirements. D. Roof Protection Pad/Equipment Walkway Pad: Install walkway pads, minimum 39" wide - maximum 48" wide x manufacturer's standard length, not more than 2 inches from curbs and not more than 3/8 inches between pads, continuously around HVAC units, motorized exhaust fans (PRVs), condensing unit platforms, refrigeration units, under satellite dish support frame and where further shown on the Drawings. Loose lay protection board over roof membrane on three sides of roof hatch. Cover protection board with protection pad. 1. Fully adhere the entire perimeter edges to prevent water migrating under pads per Roofing Manufacturer's recommended method. E. Gas Pipe Support Pads: Place loose layer of roofing membrane under bottom of treated wood block, turn up both sides and fasten to block with coated roofing screws and seam plates. 07530-9 BEST BUY STORE B-608 — SANFORD, FL PROJECT NO. 08795 3.7- F LD QUALITY CONTROL D. Repairs: Repair and replace, as required all A. Seam Inspection: deteriorated or defective roofing found at final 1. Roof shall be inspected upon completion, inspection. or more often as requested by Best Buy, by E. Warranty: Warranty period shall commence inspector under the direct employment of with date of completion as defined in warranty the roof membrane manufacturer. of manufacturer. B. Daily inspections re required to be performed by the roofing applicator. END OF SECTION 1. Inspect welded seams after cooling or curing for continuity and integrity, using rounded, blunt end tool suitable for testing membrane which shall not damage roofing. 2. Re -inspect and fully probe completed seams at end of each work day. 3. Cut out 2 inch x 12 inch cross section samples, three per work day, in locations directed by the Owner's Representative and turn over to the Owner's Representative. 4. Samples shall be used to verify quality and adequate seam strength of completed seams. Acceptable seam welds shall not separate in the weld plane of the two pieces of membrane. 5. Patch each test cut. 3.8 . PROTECTION A. General: Upon completion of roofing system installation, institute appropriate procedures for surveillance and protection of completed ' roofing during remainder of construction period until project is turned over to Owner. 1. Contractor shall make every effort to keep workman off completed roof. Obtain prior approval from Roofing Manufacturer and Owner's Representative and provide all required membrane protection should it be necessary for workman to access and work on completed roofing membrane. B. Remove sharp construction debris materials such as loose fasteners and plates, metal strapping, metal clips, sheet metal trimmings, conduit and pipe scrap,.nails, etc. immediately and place in protective containers. Remove waste material, packaging material, and construction debris from the roof surface on a daily basis. C. Final Inspection: 1. Substantial completion: make final inspection of roofing system and complete manufacturer's punchlist. 2. Submit confirmation of completed punchlist to Construction Site Representative and to Owner's Representative. SINGLE PLY MEMBRANE ROOFING SYSTEM 07530- 10 /^� ' t CITY OF SANFORD PERMIT APPLICATION Permit # : 044 — C�� `, Date: J� Job Address: S I ►'1"e. �al-1� � DCS& 1 Description of Work: .✓,::�,pect-Occafuns Historic District: Zoning: Value of Work: $iDD 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 _,X_ Replacement New 4^�, (Duct Layout & Energy Calc. Required) n n D r I q 1 » SSI" �� l'Lpl�lY?C� Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: (Attach Proof of Ownership & Legal Description) ZP, 1 /A \V,n l l'P. CA l i-(? 5 -DD/ D - — Phone: 9 5 -4 — —761L1 — L 1 S 3 B C1`�, A I C I C+►in Ci. 1 n c U ---)+r- -5 2,7 U State License Number: C o C I lei 3 I 7Ji �1 GUYI -- y -7 713 Contact Person: LS IYl Phone: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe 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 requirem is Flo idaLien Law, FS l3. Z- /polis Signature of Owner/Agent Date Signature of Contractor/Agent Date 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: Bldg: (Initial & Date) Special Conditions: Zoning: Print Contractor/Agent's Na a /. ` /v ttdkb o ary-State of Florida Date l'Es 3,,E BIANTON ,> t W491 Contractor/Ag t' r� rg?nally;K0d3FilW1gcgP 2007 Produced D - February e � ours Assoc. Co. 1 -BOO i•Pib'�=�`tl r. L 3:DWY disc Util ' <^" FD: (Initial & Date) (Initial & Date) (Initial & Date) Permit #• o 7- a Q o 30173 CITY OF SANFORD PERMIT APPLICATION / Date: Job Address: /_1_0/ R/EN/fq/?J Description of Work:.Q 14- a law vGTAI e, S%/h n,Q 1901 • r el'* eQnrvEBrrc t/ 1-514< N17&11„'vC Historic District: Zoning: Value of Work: $ �%U U u 0 Permit Type: Building Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: U ' Owners Name & Address: Mechanical Plumbing Fire Sprinkler/Alarm ✓Pool Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) (Attach Proof of Ownership & Legal Description) r Phone: Contractor Name & Address: � � L,�v�� r' S t .�-o. Lj lr Sttaa License Number: C/�UUb/U36 Phone & Fax: 3a s'o Z ' 3°�S y” y r; d U Contact Person: J/•��l-3`� Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p is v on that I will notify the owner of e property of the requirements of Florida Lien Law, FS 713. Z 116/ --> Si at -u ofOwner/Agent Date Signature of Contractor/Agent Date Prigt O _ /Ag t;Oame Print Contractor/Agent's Name _ * MY UUMMISSION # DD 164280 EXPIRES: November 12, 2006 Nj�JFOF R0�\�P Bonded Thru Budget Notary Services 4Oer/Agent is Personally Known to Me or C, Produced IDZ APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: 2A�)_S_ Date Zoning: Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) v Associates, LLC GLA-�a�� January 20, 2005 City of Sanford Dan Florian Building Official PO Box 1788 Sanford, FL 32772-1788 RE: Power Inspection Request for 1501 Rinehart Rd., Sanford, FL To Whom It May Concern: K h. nu�d�cb 8anstfuction Oma. 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, )el Sworn and subscribed before me this 20th day of January, 2005, by Steven T. Siegel o i persoy nown tome. c�s� a ryO u b I i'G—� _40 044L Lauri Lalumondlem Name My commission DD288437 1po,w Expires March 01, 2008 Commission Number 1401 Brickell Avenue Suite 520 • Miami, Florida 33131 phone 305 371 9041 •fax 305 3 719042 r SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION i 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407302-2520 / FAX (407) 302-2526 Plans Review Sheet Date: August 15, 2004 Business Address: 1501 Rinehart Road. Occ. Ch. 36, Mercantile Class "A" Business Name: Best Buy P H (954) 725-7095 Fax. (954) 724-8795 Architect: Eric Cox PH (216) 464-4144 Fax. (216) 464-6592 Contractor: T.B.A. Out to bid at submittal time r a e 5� Ph. ( ) Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner -7;F_ Comment: Plans reviewed as Mercantile Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. Sprinkler plans to be submitted for review, permitting, and inspections. Sealed letter from Engineer of Record stating design criteria for sprinkler system needs to be submitted with construction plans. a SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407302-2520 / FAX (407) 302-2526 2.3 Capacity of Egress — sales floor area based on one (])_person per 30 sq ft., storage area based on one (1) person per 300 sq. ft. 2.4 Number of Exits — (5) EXITS 2.5 Arrangement of Egress O.K. — Five remotely located from the other five (5) exits 2.6 Travel Distance —. Rear3EXIT SHALL BE DILINEATED GVITH'44" yellow paint on floor 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress —additional EXIT SIGNS may be required (power shut down test required at night only) . 2.9 Emergency Lighting - (1) foot candle (10 lx & a minimum at any point of 0.1 foot-candle (I LX ) measured along the path of egress at floor level.Therfore additional emergency lights may be required, (power shut down test required at night only) Emergency Lights required In all rest rooms & Main Electrical Room M. 2.10 Marking of Means of Egress — O.K.; will field verify 2.11 Special Features —Reserved 3.1 Protection of Vertical Openings — Class (A) mercantile shall have an automatic fire sprinkler system, design criteria shows rack storage maximum height in storm area (*)> 3.2 Protection from Hazards — (See exception 36-3.2.1 .LSC 10 1) 3.3 Interior Finish — Not required, building has an automatic fire sprinkler system 3.4 Detection, Alarm and Communications System: (as per N.F.PA.72- 3-8.3.1.2 (99) Ed. 3.5 Extinguishing Requirements — as per NFPA 10, (10) ten 4A60 rated fire extinguishers required per N.F.PA. #10 (see blueprints for locations). 5.1 Utilities — as per LSC 7-1 5.2 HVAC — as per LSC 7-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 2 F SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407302-2520 / FAX (407) 302-2526 Sanford City Code — Chapter9: Required; Fire Sprinklers. Fire Department will field verify sight glass at all inspectors test. Monitoring: Required on all fire sprinkler valves (includes inside and out) Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: building has fire sprinkler system. 3-6.1 Key Box — One (1) required already (application attached) 3-7.1 Bldg. Address Number Posted and Legible — Post address in 6" six inch numbers contrasting in color (see blueprints). 3 Sent By: Argate Real tstate;' 3053719042; Nov -6-03 6:14PM; of Sanford Uffl1w ftwilment P. BOX 1788.32772-1788 Telephone (407) 330-5640 November 3, 2003 Ms. Lfluric Laiumundiere Project Coordinator Argate P-iopc-rdcs, .1-c. 1401 Brickell Avenue, Suite 200 Miami, FL 33131 Re: Proposed Best Buy Store - Rinehart Road and Wilson Avenue Page 1/1 .... ....... Dear Nis- Lnumundiere: . .................... I am in receipt of your fax received on 10/30/03 requesting information on water -arid sewer availability to the above referenced property. The City of Santbrd does have utility lines in the area of your pn)ject. There is an existing eight (8") inch sanitary sewer force -main along Rinehart Road in front of your site. The closest potable water line is north of your site on Rinehart Road in fi-ont of the new Wal-Mart Super Center. You will be required to extend this water line to serve your project. The City also has a reclaimed water line at the intersection of Rinehart Road and St. Johns Parkway that will serve your site. Should you have additional questions, please contact me at 407/330-5640. Sincerely, CITY OF SANFORD Paul Mooirt!, P.E. Utility Director PTVUUP . L "The Friendly City" FA YTTIOk i FA YTTIOk 11/15/2004 15:03 4073394911 A PermitA; Job Address; R A ROGERS CITY OF � ORD PERMIT APPLICATION Date; PAGE 03/03 flescriptiion of Work: WALL ,1 00 Historic District; .._ _ - _ ._ 'l ololug: Value of Work: S Pernit Type- 13uildirtg Electrical Mechanical Plumbing lire Spdu ler/Alarm Pool Electrical.: New Service - # of AMPS Addi.tiotl/AAlttxatico Cbanga of SeMee Temporary pole Mechanical: Rv;idm ial — ___. Non -Residential Replacement—New — (Duct Layout & Energy Csilc, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Line_ # of 15as Lines PlumbinglNew residential: # of Water Closets Plumbing Repatr — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square footage: Catlstr=dori Type: T # of Stories; # of Dwelling Units: Flood Zone: _ (F.EMA form required for other than A) Parcel F: 50,T10ra_t_200 PAAi Owners Name &Address: /t? S �63SG6 el6 Proof of CrnersMp 8Leal Description) TOLyay..c, Ave SUirc ,15D A '6313I Phone: Contractor Name & Address` Phone & Fax; I ' I — 114 1 V I 1T Bonding Compony: Address: Mortgage Londcr: ___._........._.. -.__ - Addrem I Architect/Engineer! Addross; S t 2 4449"" Application, Is hereby trade to obttin a p=it to do the work an:d in issuance of a permit and that all work will be performed to poet stn permit must be sec+md fort ELECTRICAL WORK, PLtjbISTNG, SIG AIR CONDITIONER% etc, y 3. a1322401b 06C 3-7-3 3-s� — G8y :33o -/U_-7 cox rlfy that no work -or installation has comtotneed prior to the lygguiatiug co❑structioa hi this }ut9sdiotion. I understand that a separate FOOLS, FURNACES, BOILERS, KEATBRS, TANKS, atld O WNIEM' S AFFIUAVII; i eer* that all of the foraging ip.farmatiott is accurate and that all work will be done in c=pbancc with all appticable lawn ragulat ug conntructiou and zoning. WARIZNG TO OWNER: ,',:l FAILVPZ TO RECORD A NO'nCR OF COMMtNCEMENT MAY RESULT IN yOUlt FAYING TWICE FOR 1,MPP OVT;KENTS TO YOUR PROPERTY. IF YOU INTFM TO OBTAIN FMANCTNG, CON3TJT T WITH YOUR LENDER OR AN ATTORNEY BEFORE FECORDENO YOUR NOTICE OF COI M21,TCEMENT- EIEIQ.MCE. In addition to rho requimm"-t a£ this permit, there maybe additional testti tions applicable to this properly that my be found in the pubt,ic records of this county, and there, may be additional ponnita required $out other govcinm®tat entities such 0.e whter ==ft ;Ment distracts, gtnte tSeDciEs, or fedcrU agedcica. Aon rant pc veriticatio+7 that I will o ify the Cr afrha property of rcq ' is f Florida.f ieo Law. FS 7Y Signature of Cwner;Agmt ate at= of Contractor/,Agent e T /A ent'v. arms 1 / Print ttaotor! rat' Name by gran a of Notary State of .Florida Date Si o State of Fiartda Date ! / nvl :• CU'.:MISSION # DD 188491 tl ' DEBBIE BLANTON jES: February 25, 2007 MY C MMIS �l # nr� we /hgentis__ ctaonally TCnawt lvlrr 19 viZ�owr�to t f4i3iic aTD rLNotaryD'scount oc. Co. j0 eDruary25,2007 3NbtA FLNotary Discoun ' oc. Co. APPLICA'T'ION APPROVED BY: BIAg0� �_Z f %U t/Utilitica: 11 FD: (Initial & Datc) (Initial & Date) (Initial & Date) (initial & Date) Special Conditions: NOV nRo 04 04:46p Permit No. Tax Folio No. STATE OF FLORIDA COUNTY OF MIAMI-DADE UNION BANK OF FLORIDA MARYANNE MUSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05503 PGS 0388-3390 CLERK'S * 20041699O7 NOTICE OF COMMENCEMENT RECORDED 11/0312004 10:351.00 AM RECORDING FEES 27.00 RECORDED BY t holden The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713 Florida Statutes, the following information is provided in this notice of commencement. 1. Description of property (legal description and address. If available): A parcel of land lying in Section 28, Township 19 South, Range 30 East, Seminole County, Florida as more fully describe in Exhibit "A" attached hereto and made a part hereof. General description of improvements: Build -to -Suit Store for Best Buy, 2. Owner Information: (a) Name and Address: BHS ASSOCIATES, LLC, 1401 Brickell Avenue, Suite 520, Miami, Florida 33131 (b) Owner's interest in the site of the improvements (If other than fee simple title holder): 55087FL.RAD 4130/99 October 15, 2004 (c) Name and Address of fee simple title holder (if other than owner): 3. Contractor: (a) Name and Address: R.A. Rogers Construction Company, Inc. 234 North Westmonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone No. 407-3394001 Fax No. 407-339-4911. (Optional, if service by fax is acceptable) 4. Surety on any payment bond: (a) Name and Address: Western Surety Company P.O. Box 5077, Sfoux Falls, SD 57117 (b) Phone No. 800-331-6053 Fax No. (Optional, if service by fax is acceptable) (c) Amount of bond $6,933,423.00 5, Lender loan for making the construction of the Improvements: (a) Name and Address: Union Bank, N.A., 1580 Sawgrass Corporate Parkway. Suite 310, Sunrise, Florida 33323, Attention: Loan Administration (b) Phone No. Fax No. (Optional, if service by fax is acceptable) 6. Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1)(a)7, Florida Statutes: (a) Name and Address: Steven Siegel, Argate Properties 1401 Brickell Avenue, Suite 520, Miami, Florida 33131. (b) Phone No. Fax No. (Optional, if service by fax Is acceptable) 7. In addition to himself, Owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13(1)(b), Florida Statute: (a) Name and Address: Lawrence N. Rosen, 1170 N.E. 22nd Court, North Miami Beach, Florida 33180 (b) Phone No. Fax No. (Optional, if service by fax is acceptable) And (a) Name and Address: Union Bank, N.A., 1580 Sawgrass Corporate Parkway, Suite 310, Sunrise, Florida 33323, Attention: Loan Administration (b) Phone No. Fax No. (Optional, if service by fax is acceptable) 55087FL.RAD 4130/99 October 15, 2004 140vC4.:6 04 04:46p p,2 I i 8. Expiration date of notice of commencement (the expiration date Isl,one (1) year from the date of recording unless a different date is specified): I OWNER: BBS ASSO TES, L a Florida limited liability company By: (SEAL) STATE OF FLORIDA I COUNTY OF MIAMI-DADE TTjjhe foregooiinng Instrument was admowledged before me this day of October, 2004, by STEVEN T. SIEGEL, the Sole MemberBBS 52�1iY I`Ttf't'�a Florida limited liability company. He Is personally known to me or produced identification. I 11MIA-SRV011GRUND WERGS11585007vp119/15/04 -2- 55087FG-RAD 4130199 October 15, 2004 (Print t Notary Comrni My= M. L4M :, State and County aforesaid No.: on expires: W 60MMiSSION i DD 179746 EXPIRE&&npa X2001 ec�elTMu nouri � unn,n+r�re CERTIFIED COPY MARYANNE MORSE CL RK CIRCUIT COURT SBM N LE CTY, ORIDA BY TY CLERK 32004 :6 04 04: 4sp EXHIBIT A p.3 I - A parcel of land lying in Section 28, Township 19 South, Range 30 East Seminole County, Florida, being more particularly described as follows: Commence at the Southwest corner of said Section 28 Township 19 Sou Range 30 East, Seminole County, Florida; thence run S 89 degrees 53'03"E, along the South line of the Southwest 1/4 of said Section 28, a distance of 15.00 feet, to the Point of Beginning and to a point on the East right of way line of Rinehart Road 4140' R/W Per Seminole County R/W Map Book 1, Page 107) also being a point on a curve concave Westerly, having a radius of 2616.55 feet and a chord bearing of NOD degrees 09'05" E.; thence departing the South line of Section 28, run Northeasterly alon � the'arc of said curve and along said East right of way line, through a central angle of 00 degrees 09'27" a distance of 7.19 feet D the Point of Tangency; thence run N 00 degrees 04'01" E. 464.41 feet; thence departing said right of way line, run S 89 d grees 55'24" E along the centerline of a 60 foot ingresslegress casement a distance of 133.24 feet to a point of curvature Df a non -tangent curve concave Northwesterly, having a radius of 180.50 feet and chord bearing and distance of N 78 degrees 27119" E 73.74 feet; thence run Northeasterly along the arc of said curve through a central angle of 23 degrees 34"25" a distance of 74.26 feet to the Point of Tangency; thence run N 66 degrees 40'07" E, a distance of 31.51 feet to a Point of Ciuvature of a curve concave Southeasterly, having a radius of 119.50 feet and a chord bearing and distance of N 70 degrees 40'19" E, a distance of 19.06 feet; thence run Northeasterly along the arc of said curve through a central angle of 09 degrees 09'00" a distance of 19.08 feet to a point; thence departing said centerline run S 51 degrees 00`l5" E, a distance of 805.28 feet to the South line of said Section 28; thence run N 89 degrees 53'03" West, along said South line, a distance of 878.84 feet to the Point of Beginning. re 10" GALVANIZED — SPOOL SLEEVES, (SEE ARCH. PLANS) - c� .00 45.1 441 45.78 44.9 s- -2 :6) 1 45.90 5024 43 HP 5028 zY029 23 50502750 T.O.W -43.50 5025 B.O.W = 37.00 EXISTING FENCE TO BE REMOVED. CONTRACTOR TO COORDINATE W/OWNER FOR REMOVAL/PRESERVATION OF EXISTING FENCE PL ro PROPOSED 10' BERM 10:1 MAX SLOPE ).50 EXISTING GRADE FABLE EL. = 37.0 3:1 EL 35-0 ON A -A EXISTING SHRUBS 10:1 'z e 01 i 3 4e N7 'Z - x 3 S-1 L Q STORM .:. IRRIGAPON CiONTROX V.A Urt Vic,; V WATER 7 SET 5/ 03 AREA ...... ......... 0= 122&56 5037 T.O. 5036 44.50 5041; Iz 5044 PLAN VIEW EXISTING FENCE TO BE REMOVED. 30' EXISTING FENCE CONTRACTOR TO COORDINATE W/OWNER PL FOR REMOVAUPRESERVATION OF EXISTING FENCE PROP. 6' HIGH CLF TOP OF POND EL = 41.0 TOP OF WALL EL. VARIES 25 YR / 24 HR HWL = 40.70 PROPOSED 10' BERM 10 YR/24 HR HWL = 40-50 EXISTING GRADE MATCH EXIST. v 31 MAX SLOPENORMAL WATER TABLE EL. 37.0 3--1 MATCH EXIST 1 3.1 SLOPE VARIES EXISTING SHRUBS — v EL. 35.0 I EL. 35.0 BOTTOM OF POND EL. 27.0 IF, L_ 4 j ' EE T, o e- I I VgLL Ivo. 2 c- !S -r 9 Li Y �12' r) p 44 T-) 2.A 0. cl -i( r- : Jut -y 2.004 PROPOSED VERSA-LOK RETAINING WALL SYSTEM BOTTOM OF WALL @ EL. 37.0 (SEE DETAIL THIS SHEET) POND CROSS SECTION 13-13 N.T.S. I PL MAT( 3:1 M 44-6-7 --/ 47.00 45.42 A 44.17 47.00 47.00 46-50 46.94 HP s- -2 :6) 1 45.90 5024 43 HP 5028 zY029 23 50502750 T.O.W -43.50 5025 B.O.W = 37.00 EXISTING FENCE TO BE REMOVED. CONTRACTOR TO COORDINATE W/OWNER FOR REMOVAL/PRESERVATION OF EXISTING FENCE PL ro PROPOSED 10' BERM 10:1 MAX SLOPE ).50 EXISTING GRADE FABLE EL. = 37.0 3:1 EL 35-0 ON A -A EXISTING SHRUBS 10:1 'z e 01 i 3 4e N7 'Z - x 3 S-1 L Q STORM .:. IRRIGAPON CiONTROX V.A Urt Vic,; V WATER 7 SET 5/ 03 AREA ...... ......... 0= 122&56 5037 T.O. 5036 44.50 5041; Iz 5044 PLAN VIEW EXISTING FENCE TO BE REMOVED. 30' EXISTING FENCE CONTRACTOR TO COORDINATE W/OWNER PL FOR REMOVAUPRESERVATION OF EXISTING FENCE PROP. 6' HIGH CLF TOP OF POND EL = 41.0 TOP OF WALL EL. VARIES 25 YR / 24 HR HWL = 40.70 PROPOSED 10' BERM 10 YR/24 HR HWL = 40-50 EXISTING GRADE MATCH EXIST. v 31 MAX SLOPENORMAL WATER TABLE EL. 37.0 3--1 MATCH EXIST 1 3.1 SLOPE VARIES EXISTING SHRUBS — v EL. 35.0 I EL. 35.0 BOTTOM OF POND EL. 27.0 IF, L_ 4 j ' EE T, o e- I I VgLL Ivo. 2 c- !S -r 9 Li Y �12' r) p 44 T-) 2.A 0. cl -i( r- : Jut -y 2.004 PROPOSED VERSA-LOK RETAINING WALL SYSTEM BOTTOM OF WALL @ EL. 37.0 (SEE DETAIL THIS SHEET) POND CROSS SECTION 13-13 N.T.S. I PL MAT( 3:1 M ease-....Av- ; . < I _ F ,.; 44.5V ? k�� / 3 44.03 S-13 S 11 r� w � : t �.}' ,T •, 42.43 IZ " as` <_ ,>� r .,.- gi.a;i ,.F? ..•2^ F%! t.... 41.93 42.48 > 5.; ✓'o :: `-S / `• i..� , 44.48 45.36 41.96 i r ._' r r" �n �. _ rr yr'^'+ �L5 1 (�Ll 44.86 3 • sf's� i \ �K �' IgA ✓ 4•........ x 41.68 r,• > r I-- e- 45.28 :�/. - ".� �! d"sr aM1 µ w 44.78 45.29 40.92 S-22 O.W A<, /� r 7� A 44.79 _ S� ra 4 `'.. a i� L.1. L- S-14 S-14 40.42 S-9 S 30 44.26 07 a r _. y 43.TG �� Ig43.5T 44. 4 c c 4544.8(? .07 _. 41.90sk _ 443 44.57 9- 41:40 t i { • w .. 43.20 1 G► 44.82 42.51 ?� 43 25 42 42.01 h' 44.3 -- 4-.50 45.25 S 6 40 4..20 44 75 ... ' :. S-15 45.44.62 44.50 �✓ aL7 l t s",'ri:1 sF 3 -J HP 4-.9T 4519 44.25 45.12 44.90 44.12 44.31 44 69 i 44.62 45 ' 44.71 43.81 NZ 45.93 44.47 <.. ,.: 4533 45.43 45.19 45 65 t F s 46.18 HP 46.11 I 45.15 a s 9 e1 4 «. r a 44.58 45.45 45.68 45.77 46.05 46.15 45.61 ; S-3 ";/ ° i . a.1 a. CLV, J - - f 44.97 45.95 4 \ 46.05 Z i.p i.i x. 'k 46.91 45.45 .� ,••rc: ._ _ 46.91 HP 46.91 46.91 HP 47.00 n•tq:, 46.41 46.41 46.41 46-41 46.50 >, r j, 'Y.. i� sY 45. 46.78 • �s,yf� r r �fi`•. ` ; 46.28 f 45.91 , y 46.91 48:00 46.41 HP45.50 �. -414 s 46.43 46.79 tk,i4 47.00 �X .z '... / 45.93 46.29 43.00 HP 46.21 , '�� 47.00 r - 42.95 46.50 \, \ x 46.40 HP TRENCH 45-84 46.84 DRAIN S 2 43.00 43.00 47.00.` 45.9046.84 t 3 i..: s a4 t t'` • i i 45.12 45.52 - 467 ® 5-16 10' GALVANIZED 46.25 44.62 SPOOLSLEEVES,R•, 45.78 (SEE ARCH. PLANS) a=' 44.92 46.11 46.22 44.42 45.61 may.'a' 4 ., , •; x,3.69 i? i 30,767 SF` 46.72 ,._. -• , '`� F.F. ELEV = 47.00 46.50 45.64 45.28 F' S-21 45.70e 45.89 46.84 / 47.00 44.67 4, - 46.79 ` 45.42 44.17 -.i z i 46.29 � 46.65 47 00 STORM 46.15 V' WATER R z 4601 47.00 46.50 46.65 46.91 46.91 46.91 46.91 46.94 46.15 46:�s 46.41 46.41 46.41 46.41 I 46.44 HP t o_ t 3 t t AREA *� 45S-25.58 45.40 HP 46.79 45.13 5-26 46.29 ' 46.05 45.76 45.45 45.60 45.90 43.84 48:75--..-_4B H2 ---B 07 ---46-22- ---� --4-- - -. 46.8845.71HP 45.25 45.5 - 45.57 45.72 46.02 44-50 46.50 S-t7 4450 3_t9 S 23 S-18 S-24 3 f o.W = 37 00 A-L->U i o.W 43-50 py. 71 U' 44 FGJ 33A TOP GRATE ELEV.=37.91 UNDERDRAIN 18' RCP INV. ELEV.=33.36 38 O 8,�3 CLEANOUT BOTTOM BOX ELEV.=33.51 p� 3&91 u TOP WATER ELEV.=34_36 .19 39 x 6 38 8 71 -- . 33895 X3 x 38.06 3 38.1 39. M 20 NO S 3. \ > x 3&47 4j x39.77 �/ O \ x3&63 8 39614 3&72 &71 8E:S 9v'( !� 1 OWNER. • WAL-MART STORES EAST LP, ►� � � � F Lo2soA ADDRESR 1301 SE. 10774 SWET 8£NT01vVILLE, AR. 72716 PARCEL No. 28-19-30-505-0000-0030 G P -H T.D2A V-tkk3G C- G 0&;E. . tipi? LL 2004 x40.72 39 IN 4 x 38.71 CLEANOUT X3 3 . -----------� x 39.77 \ 9 (TYP. ) 3&78 x _ MDE "EDGE 39.0 �Q.9 X 42.28 37.9a 387 38 .7 -42-89 ` 3&3 x \ \ 38.6 0 7. OWNER C/O SEIN/NOLE FARMS TRUST IV \\ x 80 ADORE 1449 ORD, fZ 327 1 PA No. 28-19-30-506-0000-0410 43 _ x 14 39.2 -'�_ 39.6 X44 39.8 x 44.56 x x 4580 4 x4139 \ 41.31 55 NOT PLATTED x 45.29 x 45.22 x 43.38 - F.G.I. TOp GRATE ELEV.=37.72 18'x24" ELUP. RCP INV. ELEV.=33.02 BOTTOM BOX El EV.=32.77 TOP WATER ELEV.=34.32 39.00 j9N-,l �. / 4y'I�C3B.88/ i 42." 4jt'!a x 39.05 x A' 9� x 39.14 39.61 3 .7C x4550 �� \ -47__J �O O --x_46 x 45.02 \3 7 RR x 42.82 x � � .97 Trv�- -47 104 \ x 39.57 x 1 x 42 4 9i N89053'03"W 860.24'(D/A) a3 __-__4g 4.68 x /'W PER P.B. 1, PG. 86 (NOT N 4 " - 4 " _ -x _ x x x _x = -X-X- _ x= x x x x x_x x -x x x-xxx x x x -x _ x -x -x x -x x x -x - - - - - 30' R/W PER WILSON AVEN E (NOT OPEN) UNIMPROVED) -- - `^_ SITE BENCH MARK 2: \\ TOP OF PK NAIL & DISK IN BASE OF 25" OAK x44.93 x 48.14) \ v 3 a7.o3 / CITY OF ELEV = 45.12 SOUTH LINE, 19-W. 1/4, SECTION 28 Y 44 94 CITY OF SA-VFORD LIM!TS .513 v x45.28 LIMITS Sol LOT 1 1 PINE LAKE GROVES S G /LLC S o PLAT BOOK 9, PAGE 27 (SOUTHERL Y ADJOINED PLA T) PINE LAKE GRO VES PLAT BOOK 9, PAGE 27 CLEANOUT j 39.40 90 IRRIGATION CONTROL VALVE (TYP) - X -x 43.65 x 44.22 FND 4"x4" C -M. P.R.M. #2856 FIELD TO ADJUST TO MEET EXISTING CONDITIONS T/G 44.50' 44.25' F/GR 37.00 - 35.1 7' - ELEVATION OF RETAINING WALL #1 AT FACE OF WALL --------- ---- - -- --- -... --- -- -- --- - --- - - - - O.A.L. 241'-0" 0 C) 0 0 0 N N 14 VERTiCA DESIGN __._ - - _ --- - --.. - - -- ----------- -- — --- -- - ELEVATION OF RETAINING WALL #1 AT FACE OF WALL [FOR LL CAPS TO BE DIAMOND CAP UNITS. LL BLOCKS TO BE VERTICA WALL UNITS. EFER TO ENGINEERING CROSS-SECTION INFORMATION NOT SHOWN. ___ - -1 - __ ASSOCIATED CONSTRUCTION kscALE Trnr- PRODUCTS, INC. 152 WESLEY CHAPEL BLVD PH. -(813)973-4425 Ti_ FL 33559 FX:(813)973 0485 BEST BUY SEMINOLE COUNTY, FL ELEVATION OF RETAINING WALL i LEAD 04-582 DATE 11-02-04 REV: DWG. ND. _ M3AIIE: >ATE �0 RW -1-1 14 VERTICA DESIGN ELEVATION OF RETAINING WALL_ #1 AT FACE OF WALL FIELD TO ADJUST TO MEET EXISTING CONDITIONS 43.62' T/G 43.50' F/GR 37.00' 35.17' ALL CAPS TO BE DIAMOND CAP UNITS. ALL BLOCKS TO BE VERTICA WALL UNITS. REFER TO ENGINEERING CROSS-SECTION FOR INFORMATION NOT SHOWN. ASSOCIATED CONSTRUCTION DRAWING TITLE PRODUCTS, INC. DPA 352 WE$LEY.CHAPEL BLVD: PH:(813)971-4425 FP1 S K 2 O U N 2 O U O W 6 U O N N 6 O aK O a W t BEST BUYN SEMINOLE COUNTY, FL ELEVATION OF RETA KING WALL 1 LEAD 04-582 OATS 11-02-04 REV: DWG. NO. i ATE a '^'E o� RW -1-2 O FIELD TO ADJUS TO MEET EXISTINi CONDITION: 44.75' 44.42' 43.17' 41.92' - 12'-0" 20'-3" - 69'-9" 10 VERTICA DESIGN ELEVATION OF RETAINING WALL #2 AT FACE OF WALL --- --- TS' -0" -- ---- — — 23'-0" -- — - - — -- - IO VERTICA DESIGN -- -- --- - --- - - FIELD TO ADJUST TO MEET EXISTING CONDITIONS - 44.23' - 44.12' - 38.77' - 37.54' ELEVATION OF RETAINING WALL #2 AT FACE OF WALL ALL CAPS TO BE DIAMOND CAP UNITS. ALL BLOCKS TO BE VERTICA WALL UNITS. REFER TO ENGINEERING CROSS-SECTION FOR INFORMATION NOT SHOWN:, ASSOCIATED CONSTRUCTION kScALF- BEST PRODUCTS, INC: 15352 WESLEY CHAPEL BLVD PH:(813 973-4425 .UT7- FL 335" FX(813)973-0485: BUY SEMINOLE COUNTY, FL ELEVATION OF RUNNING WALL # 2 N LEAD 04-582 )ATE 11-02-04 REV: DWG. NO. Z ]ATE Q 1�TE o RW -2-1 CITY OF SAnORD PE ICATION Permit # : Date: (2- r Ct _C Job Address: l l t �/rs'fSvT o �Q J Description of Work: yS� -2 Historic Un�Pc�c�i7�'d4v% Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire SprinklerhQamu, !:�_ 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: Residential Commercial ' Industrial Total Square Footage: Construction Type: # of stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: �- O l - 3 .� V G D0 0d (Attach Proof of Ownership &Legal DescrlpE.go€a) . Own rs Name & Address: r3 s- sem. �• t` a /7*Phone: Contractor Name & Address: Jtate License Nuttl —Ser: Phone &Fax: 0 — �S%v " 3p dn}hc rs0n: I Phone: 90-7—(-54-2.7.9? Bonding Company. Address: a 1 I V I 9 V Mortgage Lender: _ Address: P Architect/Engineer: DEC 14 094 Phone: Address: 4 Fax: �* * _ Application is hereby made to obtain a permit to di th 'workFG, �d�as s¢as i i 522 t ertify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfor d to m alt av i ti construction idribis jurisdiction. I understand that a separate Permit must be secured for ELECTRICAL WO �,F�1B S, P URNACES, 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 laves regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT ITS 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 and in the public records of this county, and there may be additional permits required from other governmental entities such as water management district/s�s agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremetu;/of FloridaFSD1 If /l Signature of Owner/Agent Date S' ature Contract gent Date Print Owner/Agent's Name !� �i'►� — Print C ctor/Agent's Name Vb `/ Signature of Notary -State of Florida Date Si—gnatiWe of Notary-Sta a of Florida Date LINDA L. PHILLIPS Owner/Agent is _ Personally Known to Me or Contractor/Agent is _x_ Personally Known to $44@ry Publ iii StaWof_ Florida i _ Produced ID Yomm: exp Sept 9, 2006 APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD=m No f (Initial & Date i (Initial &Date) (Initial & Date) (Iniha4&:Date) _ ! Special Conditions: -k�a -S"I 4 CITY OF SANFORD FIJI E�6tPARTMENT FEES FOR SERVICES ' P ONE # 407-302-1091 * FAX #: 407-330-5677 DATE: 6PERMIT #: C) Is —94q 94 1 BUSINESS NAME / PROJE T:_ ADDRESS: r S-0 PHONE NO.: FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] F. A. [ ] F.S. HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ 1 TENT PERMIT TANK PERMIT [ j OTHER TOTAL FEES: $ (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # Sauare Footage 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 Sanf d, Florida. 7 ;Zig Sanford ire Prevention Division Applicant's ,.-nature CITY OF SANFORD PERMIT APPLICATION Permit # %- Q Job Address: k15 k `� NE �� 0 0 Descri tion of Work—��c4-�,C(-- �X� � Lc� �1�5 Date: �i p F — Historic District: Zoning: Value of Work: $ , . 1 OCA - Permit Type: Building V 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: Residential Commercial ✓I Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel � pwn —C)4,10, (Attach Proof of Ownership & Legal Description) Own Name & Address: Contractor Name & Addr 30 Q Phone & Fax: 90) Bonding Company: Address: Mortgage Lender: Address: Archi cTfE n the : Address: �s. L.C.C. 1d0�YIcC1=��( _— I I t Phone: all State License Nu ber:�JCJc0� > - ? `' 1 - � Contact Person: �. 1S Phone: OV '3 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 thi's 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 Ihr SOUR 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 the requirements of this permit, there may be additional restrictions applicable to thi�79— Acceptance erty, that may be found in the public records of this county, and th 1 e my be additional permits required from other governmental entities such as water manent districts, state agencies, or federal agencies. of p'tis erificatio that I will ti wner of the property of the requirements of Flo, da Le''n IILaw, FS �71� . W`I /Signature of Owner/Agent Date (^-Sygnature of Contractor/Agent r Date •y I, 1 CAV I 's Name /\ Uign ture of Notary -Stat' L,i`cOF �pQ: Owne gene — PerSbna� q k used ID APPLICATION APPROVED BY: Bldg: _ Special Conditions: G/o y - Sandra L. Foist Commission # DD 032637 Expires July 24, 2005 Bonded Thm bk{4irltf N4@Wing Co., Inc. (Initial & Date) n ontract /Agent's N e o PZ 0� Si tore o otary-State of Florida Date ,o,11' , Sandra L. Forrest , comriamon # DD 032637 ��E�xpires July 24, 2005 o frac ;Agent is AiwrAllanhCa, Itu Produced ID "Zoning: Utilities: (Initial & Date) FD: (Initial & Date) (Initial & Date) ° Permit # : Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION 0-0IZT KOpvt AP -S 0JPLL- l Zoning: Date: N s To CAIS+ Value of Work: S 1 i Permit Type: Building Electrical V/ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential V1 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: Residential Commercial ✓ Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: c,/ -ZD -SU— r Own s ame & Address: �L J "—� � r �l Iys L ` 14 (Attach Proof of Ownership & Legal Des ripti n) V 1 BrI C•�l G j Phone:/ -ryt contractor Name Address: Q q I-tt�? ^tilts • lJ�, S L A • ya �4� I G State Licensetuher: � `r (S r- - - 16 4R� Phone ��- �� 7� v �-`Y� Contact Perso Phone: � mai Bonding Company: Address: Q�j }zr �'-. L 4 Mortgage Lender Pc A s Address: 1140 IF Archite ine Phone: G r75 -33>1 3 �^ ► ��, -Q�1�- Address: �d15� tl-� "� � � Fax;; 3 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: Jther' e requirements of this permit, there may be additional restrictions applicable to this pN�2perty that may be found in the public records of this countybe additional permits required from other governmental entities such as water managerhent districts, state agen res, or federal agencies. Acceptancrification t at I will ti rClie caner of the property of the requirements of Florid /Lie Law, FS 71. Signature of Owner/ Date gnature ontract /Agent Date Owne^r/Agent' a ^ I�I�IV� of Commission#DD032637 �; a= Expires July 24 2005 Bonded Tlmt i9lf:.....r�Q= j �i OFF ` r - Own nt is _ PerS6tte11��1CrtiiSl�E�ttP� Ca, Ir' Pr uced ID of Notary -State of ontractor Agent is roduced ID `� •UB S ComraLmon # D 637 Expires July 24, 2005 Bended Thm Atlantic c: Bonding QL, Im y mown to Me or APPLICATION APPROVED BY: Bldg: DE ( `65 "Zoning: �N (l•�(a O� Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: '5r4 n s fb4C,1/ o? 3 LP (9-oc1 &ru CA -S+ December 8, 2004 RE: Best Buy — Sanford, FL 1501 Rinehart Rd., Sanford, FL 32771 To Whom It May Concern: BBS Associates, LLC hereby authorizes Thomas Sign. & Awning Company, its Agents and Representatives, the right to apply in owners name for all permits, variances, special use permits, licenses, permissions or other authorization necessary for the signage to be constructed and/or installed at the above referenced location. SincerebA We T. Siegel ole ember Sworn and subscribed before me this 8th day of December, 2004, by Steven T. Siegel, i who is personally known to me. Nota Si atur I �,� Lauri Lalumondlere +•� • My Commission DD288437 ''t� wd; Expires March 01, 2008 j Notary Stamp f e 1401 Brickell Avenue Suite 520 o Miami, Florida 33131 R phone 305 3 719041 o fax 305 3 719042 r ilyG:�3 EnCon Services, Inc. Sign Design Calculations Job, Description PREPARED BY: EnCon Services, Inc. _ Best Buy #608 OFF, �s 2272 Jaudon Road i Dover, FL 33527 Sanford, Florida 813 655-3373 11' x 17' 9" wall sign F 813-655-9814 Design Er ASCE 7-98 & 2001 Florida Building Code Aaron Biedenbach, P.E. Design $ ecifications PE #52949 Importance Factor 1 FL EB #9394 - Kzt 1 CBC #060535 Exposure Factor B Case 2 QB 422527 Kd 1 ' 9A� Kz 0.7 Table 6-5 Pg 60 ASCE 7-98 (Adjust for Height above grade) EVIE W V 120 mph _ '��f Cf 1.2 M/N (Larger/Smaller) <= 6.0 ®� SA NFOR® G 0.85 i -Sign Information Height 11.00 ft Width 17.75 ft i Thickness 1.00 ft Distance 2rade to tog30 ft Wind Sheer Force 289.53 (lb) e Weight of Sign 1952.5 (lb) , Total Sheer Force = 1973.85 (Ib) i Total Tension Force = 5139.15 (lb) jRequirerovl e Fastener size Nominal 3/8 3/8 Minimum number of fasteners 24 24 Sheer Force per fastener Ib 82.2 280 's ension Force Oerfastener ib 214,1 352 Combination Tension and 0.90 <1 O.K. ' Sheer ratio Fastener can be Hilti Sleve anchor for hollow block or lag bolt into wood framing member, Liberty or Toggler ® bolt through 5/8".plywood. Lag bolts must penetrate 1 1/2" into structrual member. ix � Best Biiy 608 lift x 17f gin wallsign12/1/2004 i EnCon Services, Inc. i Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. Best Buy #608 2272 Jaudon Road y Dover, FL 33527 ' Sanford, Florida 813-655-3373 2'6" channel letters F 813-655-9814 Desi n per ASCE 7-98 & 2001 Florida Building Code a Aaron Biedenbach, P.E. s D@81 tl S @CiflCatlotl8 PE #52949. . Importance Factor 1 FL EB #9394 Kzt 1 CBC 6060535 Exposure Factor B Case 2 QB #22527 , Kd 1 Kz 0.7 Table 6-5 Pg.60 ASCE 7-98 (Adjust for Height above grade) V `, 120 mph Cf 1.2 M/N (Larger/Smaller) <= 6..0 G Sign, Information per Height 0.85 Letter 2,50 ft Width Thickness Distance rade to to Wind Sheer Force 2.50 ft 1,00 ft 30 ft 65.80 ,(lb) Weight of Sign 62.5 (lb) Total Sheer Force = 90.75 (lb) i Total Tenslo i Force= 164.51 (lb) squire rove i Fastener size Nominal . 3/8 3/8 Minimum number.of fasteners per letter 4 4 . Sheer Force per fastener Ib 22.7 280 + ension Force erfastener . Ib 41,1 352 Combination Tension and 0.20 <1 O.K. i i Sheer ratio I Fastener can be Hilti Sieve anchor for hollow block or lag bolt into wood framing member, Liberty or Toggler ® bolt through 5/8" plywood. Lag bolts must penetrate .1.1/2" into structrual member. i i A s11 1' 12/1/2004 Best Buy 608 2ft 6in channel Itrs -JINLAE FACED WALL SIGN 195.3 SQ. FT. 17,- 9. 2.5" RETAINER 14'- 4 1/2" 5'- 1/4" / 2'- 1/4' 11 3/8' V1 ' D I 3'- 1 1/2' '-6 7/8 3'- 11" -------------------- _AA -2' 11'- 0" D V3 a 3'- 1I1/2" 12" 2'- 0" 5'- 1/4' V2 V1 y CC G fabric seam SIGN ELEVATION SCALE : 3/16" - 1'- 0e FRAMING PLAN SCALE 3/8" V- 0" 17'- 9" 07' 0' 41- O" -7 41- on SECTIONAL VIEW NOT TO SCALE ^• - 9 4 Au sr -m . WITH Ul COMPONI F5 . I - - - • All 9GN5 WRL NEAR UL LUR ... 1 1 U Underwriters BALLAST 1 I 1 : laboratories Inc DOG iOM HOUS74G _ LISTED - TO COYR WILES ON ' ELECTRIC SIGN EACH EFa OF BALLAST WIRE TRACK - \/ A'- 0"—L 4'- 0"—L 4'- O" _L 4._ O" EL ECTRICAL PLAN MOUNTING LOCATIONS , , NOT TO SCALE ' ' I \ GROUND WILE GROUNDED TO MOUNTING" BOLT ON IAIIAST THRU LAMP TRACK K11 COLOR GRAPHIC NGTE EnCon Services, Inc. Aaron Biedenbach SINGLE FACED WALL SIGN PART #BBUY-SF195 2272Jaudon Road Dover, FL 33527 813-655-3373 FL PE# 52949, FL EB# 9394 1 120 MPH WR,1D LOAD' EXPOSURE L3 �z IMPORTANCE FACTOR 1.0 B.O.M. CURRENT AS OF: 04/02/02 5'- 6" C 9 4 Au sr -m . WITH Ul COMPONI F5 . I - - - • All 9GN5 WRL NEAR UL LUR ... 1 1 U Underwriters BALLAST 1 I 1 : laboratories Inc DOG iOM HOUS74G _ LISTED - TO COYR WILES ON ' ELECTRIC SIGN EACH EFa OF BALLAST WIRE TRACK - \/ A'- 0"—L 4'- 0"—L 4'- O" _L 4._ O" EL ECTRICAL PLAN MOUNTING LOCATIONS , , NOT TO SCALE ' ' I \ GROUND WILE GROUNDED TO MOUNTING" BOLT ON IAIIAST THRU LAMP TRACK K11 COLOR GRAPHIC NGTE MASTER DRAWING FOR 'BEST BUY' 10 FABRICATION NOTE. SINGLE FACED WALL SIGN PART #BBUY-SF195 z ., hoz �z B.O.M. CURRENT AS OF: 04/02/02 PLYWOOD DWG. CURRENT AS OF: 93/01/04 c~� DIA_ ALUM. PIPE ... O 0 J 0~~ PART NUMBER: BBUY-SF195 .ER 1 5/8" LONG r�rc Whoa TOTAL SO, FT. = 195,3 ALL SIGNS MUST BE THRU BOLTED w/ UNISTRUT MATERIAL FOR'S/F WALL SIGN W d<W W BRACED AGAINST STUDS BACKS: .063 ALUM. 0 z - m �v'0v —z— — A. REQUIRED MINIMUM ACROSS EXT./FILLER: ABC EXTRUSION FRAMING: • y W Z �' -az uoz- �S TOP AND SIDES CALL" T.S.A. FACES: PANAFLEX 945 EMB 0 > 0 > � zoo 3�� 7 IF. THRU BOLTING IS NOT RETAINER: 2.5' ALUM. LIGHTING: H.O. FLUORESCENT DAYLIGHT 0 <` 0 W Kzu �3oz �)1 POSSIBLE WALL FASTENERS: GALV. IRON CUPS C3 Q 5) GRAPHICS: 3M TRANSLUCENT FILMS M GPS COLOR FOR S/F WALL SIGN own m 1/4" DRYVIT FILLER:BLAS RETANM BUCK �. z a INTERIOR: YM o a' MOUNTING ACCESORIES TO BE - FACE BKGD:YELLOW SCOTCHAL VQW72 j SHIPPED WITH SIGN: = B THRU BOLTS ASSEMBLIES, 8 LIBERTY TOGGLES CABINET SIZE _ : _ _ THEREFO < 33 FEET OF UNISTRUT SHEAR IS NEGLIGIBLE USE 3/8' DIA z SCREWS SPACED __ O.C, AT 8 AND AT . JBBER LAMP WASHERS AT THE TOP. USE aNCH ANCHORS SONRY, OR 2 X WOOD BLOCKING OR H BOLTS AT HOLLOW ASE OF ALL FLUOR; LAMPS STUD FRAMING 000 BACKUP HAS NOT O y BEEN OR U BE PROVIDED. MEETS OR < W z z — 3/8" DIA. LIBERTY EXCEED ARD MPH WIND LOAD PER — ><, 0 0 TOGGLE ACROSS 1606 WALL SIGN ' BOTTOM OF SIGN FABRICATION NOTES " o WHERE ACCESS IS z IMPOSSIBLE it PANMW 945 REM FACE SUBSTRATE W/ AMD is Af.iUORS A TRANSLUCENT SCOTOW FLNS w/ GPS ARES U9 FACES TO 51-C�I�. BE M900 N ME REQtA� E ToTa BKGND- YELLOW SCOTOiAI Y0/8M COPT: IAO( SCoraw Vo11962 — 3 < HOLE NATMW MM FMAREX 915) W/ BLK 3 3 OUILPNE AS SHOWN a 21 ABC EXTRUSION LARGE A/REXr'RAME 6 6 NT NOR FINISH: WHITE ENAMEL PAINT 5 15 TOTAL ±j'V4=M= EXTER" FNLSFt GLOSS BLACK g = z z ACRYLIC POIYURLETHANE OR EQUAL. 31 CABINET TO BE FABRICATED N 2 UMTS WITH 1 m > F JOA O- V CONIIAA10U5 FACE. ANGLE STRUCTURE TO 8E SET IN ,, AS NOT TO CREATE SHADOWS. 8 4) ALL ALUMINUM ANGLE FRAME 2•X2'z 3/16'" m 51 F120T12 DAYLIGHT FLOURESCENT TUBES 15 REQ. z ° m a 6) FBAT12 DAYLIGHT FLOURESCENT TUBE I REQ. : „ _ z z 71 F60T12 DAYLIGHT FLOURESCENT TUBE 1 REQ. z It o 0 Bl LOUVERED VENTS AS REQ 9) PLASTIC COATED STAINLESS STEEL CABLE TRUSSES TO BE LOCATED IN FRONT CIF TUBES APPROXIMATELY Y TO ASSURE NO SHADOWING, 101 EESI SERIES BALLAST. 1040.11MY- QTY 4 �" TO 111 EESB SERIES BALLAST. 424-13MV• QTY 1 > n ca 12) KULKA TOMBSTONE SOCKET 530 ISPRING LOAD) v n 131 KUSOCKET LKA TOMBSTONE 530 919 141 ACCESS PANEL 151 DRAIN HOLES, m� erG U- 94®� 16) METAL CONDUCT 0/2'► ENCLOSING PRIMARY ` s ELECTRICAL SUPPLIED .WITHIN 6' CX SIGN LOCATION 0w BY BEST BUY. FINAL HOOK -Up BY BEST BUY. Q co BEST BUY TO SUPPLY TIME CLOCK 8 NOTO CHL 3 x 17 1711 SINGLE THROW 277 VOLT WEATHERPROOF. 12 cc Q DISCONNECT SWITCH RATED 2OA-120/277Y PER NEC Z a `L 600.2A LOCATED AT LOWERSIDE OF EACH SIGN. • Ll Ll181 NON CORROSIVE 3/8'Xl/T BOLTS S WASHERS U RON CLIPS • 201 ALUK WIRE TRACRANGLE r. Q s� ELECTRICAL SPECIFICATIONS 4 o . - IIASTK AGNIAILIST MGN oUI?UT 100 MA AT 777 VOLT 60 IQ Z M �• W FUSE ON EACH SA"T WRl BE BUSsAUAST 1 LAM? MAX LtE MAX OMN ,m CO 300YGLR70 OYER CURRENT FIDE RUSES. -• CLaROa CL"DJT tow CIRCUIT Z . EACH BALLAST WRL SE GROCWED AMM WATTS VOLTAGE W Q N 4 040.14M 800 1.1 329 TMO CiGH METAL WIRE RACEWAY, Y 825 BRANCH CIRCUIT WRING TO SIGN I 24.13MY .800 .53 146 600 _ 277 YOU - 20 AMP CIRCUIT X X X X X X EWMMR r Iq 20 AMP 277Y CRCLPT REOMED. ALL BALLASTSX X x x X x CO "•T ED GRO`L#VWITH;GRC (MM SCREW TO GREEN a 012 TFIN WRE BUOY, WWF, AM GREED! TFML X X X X X X P � WIRE OUT BASF Of SIGN FOR FIPW HOOK W BY HFCTRICAL CONTRACTOR TOTAL 4.93 1462 v (p 20 AMP -277 VOLT CRCUIT REQUIRED AUG 3 0 2004 r 23'- 0 3/4 D D 2,- 6n CHANNEL LETTER LAYOUT SCALE 1/4" V 0" ANCHORS REQUIRED: ( t4 ) 3/8" DIAMETER LAG BOLTS, CONCRETE BD LDJ SLEVE ANCHORS, OR LIBERTY TOGGLEBOLTS REQUIRED PER LETTER.. 120 MPH WRND LOAD 3 EXPOSURE B 24.5 FT 18.75 FT 19 FT 14.25 FT 24.5 FT 2A FT 17.75 FT IMPORTANCE FACTOR 1.0 B• —� I TYPICAL TRANSFORMER CONNECTION ON INTERIOR .OF LETTER / Z /fll I 3- "#12 CURRENT CARRYING 9 CONDUCTORS INSIDE ITR 1- 812 CBICULL CHANNEL LTR WALL i- s12 NEiJTRAs 5 1- 612 GREEN GROUNDS • 6) NEON HOUSINGS 3/8' FLEXIBLE METAWC CONDUIT, NOT TO EXCEED - 6', TERMINATED WITH FITTINGS ON THE OUTSIDE TRANSFORMER OF CONDUIT APPROVED FOR THIS PURPOSE. I I ADDITIONAL ELECTRICAL NOTES BRA CH CIRCUITWRINGAMP SIGN 2 xA BOX WITH CONNECTION OF FACTORY LEADS TO 412 THWN WHITE,AND BLACK WIRE FROM DISCONNECT SWITCH. TRANSFORMER GROUNDED SIDE OF LETTER . THROUGH- MOUNTING #12 THWN GREEN GROUND WIRE SCREWED TO BOX WITH BOLT AT BASE Of TRANSFORMER. GROUNDING SCREW. /p FUSE ON EACH TRANSFORMER WILL BE BUS 300Y-GLR70 OVER I SINGLE THROW 277 VOLT 9 CURRENT LINE FUSES. WEATHERPROOF DISCONNECT SWITCH RATED 20A-277VAC ai PER NEC 600 2A LOCATED AT a 1/2' SEALTITE FROM BACK OF BOX AND LETTER TO GO U THROUGH WALL WITH (3) #12 THWN .WIRES, 3' IN LENGTH. • LOWER" SIDE OF EACH SIGN 7 CABINET LL = LICENSED ELECTRICIAN TO MAKE CONNECTIONS AT THIS POINT. } Z 3- #12 CURRENT CARRYING CONDUCTORS 1 C 1- #12 CIRCUITS el (� b 1- :12 NEUTRALS CHANNEL LETTER Df TAIL 1- #12 GREEN GROUNDS ©1 COLQR GRAPHIC NOTE PRINTS READ. TOTAL SQ. FT.. 57.66 1 mm 0 FABRICATION NOTE ❑ MASTER ❑ AWNING ❑ M -PAINT AS REQUIRED. .2—„0z El ART El PLASTIC E)P-PAINT W W W g . ❑ NEON ❑ SHIPPING ❑ INSTALL o 0 0 ::E ❑ CHL LTRS El FABRICATION ❑ SURVEY 110 STAND -Off. Q20� 0 0 0 o A 121 2*xrx3A6' GALVANIZED ANGLE RON ILL- � W)'A' CLIPS ® W NON CORROSIVE 3/8•xT 1/2• BOLTS WITH N PART # BBUY-CL30-60 Q h 'B' NON -CORROSIVE 3/8'x 3 1/2' LAGS MIN. W�o< A PER LTR. ce Q 131 1/r SWRTE FLEXIBLE CONDUIT. a�>3. MATERIAL FOR CHL. LTRS. ®Lu o U BEST BUY TO SUPPLY ELECTRICAL SERVICE & FINAL HOOK-UP TO A JUNCION BOX n BACKS 080 ALUM. z t xLj u RETURNS 063 ALUM, DEPTH: 8' 1 NSTALLERSEST BUY TO SUPPLY -;r FACES: ,150 STA•TUF M W ^' z�go TRIM CAP: 1' JEWEUTE TRIM BUCK > > o Aaron Biedenbach y NEONE142.75 FT 15MM I ROWS o =T Dover, FL 33527 ou WALL FASTNERS: 2'x2'x3/16' GALV. AGI, RN. i 't "> -�oz' ELECTRODE RECEPTACLE ❑ PK, ❑ QECTROSIT ❑ ❑ ❑ .�-e�< it SELF CONTAINED, ❑ 200 GLASS HOUSING RACEWAY: NONE CUPS X COLOR FOR CHL. LTRS. FACES: # 200 YELLOW RETURNS NT: GLOSS WHITE RETURNS EXT: GLOSS BLACK o > TRIM CAP: BLACK W NEON: WHITE NEON -K F RACEWAY: X NOryDUAI CAN if NEGUGELF. USE MNMUM 3 O SCREWS PER IFTTEV (2 AT SIN W INTO 3 UNG CNCt j » ` 2 X . WOOD BLOCK TFIROUGH BOLTS 0 HOLLOW STIR WHERE WOOD BACKUP S W o 0 HAS NOT CANNOT BE PROVIDED. MEETS O OR STANDARD _ MPH WIND Z " PEt CHAPTER 1606 CHANNEL FABRICATION NOTES 11 RETURNS: .043 ALUM. 8' DEPTH BACKS- .080 ALUM. RETURNS $HALL WRAP 1/r AROUND ONTO 75 BACKER EXTERIOR FHSH OF RETURNS AND BACKS TO BE GLOSS BUCK. AKZ04408fl ACRYLIC POLYURETHANE > OR EQUAL, m < a INTERIOR FINISH: ENAMEL WHITE. > 21 DRAINAGE HOLE o 31 1.1EWEi1TE TRIM BLACK . A) NOWCORROSNE FASTENERS, AS z REQURED, MN. ONE PER 18'. 0 m - TO MATCH EDGETRIM. "' W 51 .150 STA-TUF #200 YELLOW FACES - ALL SIGNS ARE BUILT TO UL SPECIFICATIONS - ALL SIGNS WILL BEAR U.L. LABEL - ALL SIGNS COMPLY TO UL2161 Underwriters ®� Laboratories Inc' LISTED, ELECTRIC SIGN COMPLIES TO UL 2161 ELECTRICAL SPECIFICATIONS IUMPIOUS TIN TRAN90thIBRS hI0RMA1 POWE3 FACTOR - 277 YOLTS - 60 FBRTZ TRANS SECOWARY I AMP. P£LIL GIU4) YOi T5 JALA. MUT V.A. PONT 3 756080277 7500 60 1.62 450 MUM 3 56080277 5000 60 1.08 300 MDfNT T 46013;277 4000 60 .87 240 MIDPNT X X X X X X X TOTALS i 9.84 2730 (1) 20 AMP -277 VOLT CIRCUIT REQUIRED 6) METAL CONDUIT AND FITTINGS AS REQUIRED. 7) WEATHERPROOF SWITCH MOUNTED ON SIDE Of LTR. 81 2'x4' JUNCTION BOX 9) GLASS TUBE SUPPORT WITH ALUM..� 110 STAND -Off. K N 10) ALLANSON TRANSFORMERS OR EQUAL 111 BL 6500 15MM WHITE NEON TUBNG. o A 121 2*xrx3A6' GALVANIZED ANGLE RON ILL- � W)'A' CLIPS ® W NON CORROSIVE 3/8•xT 1/2• BOLTS WITH N WASHERS Q h 'B' NON -CORROSIVE 3/8'x 3 1/2' LAGS MIN. X m9p A PER LTR. ce Q 131 1/r SWRTE FLEXIBLE CONDUIT. Q 36' MN. PIG TAIL ON ALL LETTERS TO BE PROVIDED BY SIGN FABRICATOR. ®Lu o U BEST BUY TO SUPPLY ELECTRICAL SERVICE & FINAL HOOK-UP TO A JUNCION BOX n LOCATED BEHIND THE WALL N THE CENTER OF THE SIGN. DISTRIBUTION OF of n THE LNES THRU THE WALL BY THE SIGN NSTALLERSEST BUY TO SUPPLY Z TIME CLOCK AND PHOTO CEI. w n ®_ Z EnCon Services, Inc. o uj Aaron Biedenbach a04 22723audon Road =T Dover, FL 33527 co r 813-655-3373 FL PE# 52949, FL EB# 9394 a m FACE LAYOUT 1 1/21_11- OIi 3' -4" 1' x P x 1/8' ALUM. T 1" JEWELITE ---1 �-- FRAMING LAYOUT 1 1/211=11- 0" INTS REQD. TOTAL SQ. FT.= 5.56 SRT #BBUYFACMOB20X40 TIMATE# 8264 FACE SPECIFICATIONS TYPE :.090' CLEAR LEXAN - FLAT VTITY : I INER : X O EXISTING O NEW 'HICS : NOTED ,PHIC COLORS (ELLOW VT 11328 BLUE PMS 1300 WHITE XBRICATION NOTES V BLACK IEWELITE TRIM X X X X X X X X X x x SEP o 1 200 z,e yoz O O ot< o o =-F �o0 O W V 2 < O o%>; W d<NW INTS REQD. TOTAL SQ. FT.= 5.56 SRT #BBUYFACMOB20X40 TIMATE# 8264 FACE SPECIFICATIONS TYPE :.090' CLEAR LEXAN - FLAT VTITY : I INER : X O EXISTING O NEW 'HICS : NOTED ,PHIC COLORS (ELLOW VT 11328 BLUE PMS 1300 WHITE XBRICATION NOTES V BLACK IEWELITE TRIM X X X X X X X X X x x SEP o 1 200 z,e yoz < a ot< o o =-F �o0 �=mW W V 2 < o%>; W d<NW z z; <Zoz < '< 2z ❑ ❑ ❑ z ,� .e -oZ Q W y 3��d�n�rWo0=�O� �>�oumWo ,< ZZZVV VO 0 0 ZQo 3oz ❑❑ Q3WVrw ❑ �ad3 e o ::E � a N F < 0 o ::E uc O Z iW w � a in Z Z W O O v _ _ O > > Z v O L t®► e N Ow N ill 2c No aD N If ® MCI) r -m N .p W N �In z zR O� 22 -- —020-- 0 0-W O zuz 00 a0~}WaJQ ?o 0 E ❑ z» e N Ow N ill 2c No aD N If ® MCI) r -m N .p W N �In z�.e Boz u 0 0 o i=f wOszt O� wYw >=mW L5 0�>3 w da,Wa fx U�U Z � _<Z < w wO _ W Zu00 Q w <Z�� 0 o3oz ❑ ❑ ❑<`3 JPM M. i�: os Job Address: Description of Work-.7:Pi�c':�w—L. CITY OF SANFORD PERMIT APPLICATION V�o Date: Historic District: Zoning: Value of Work: $ �F�j. Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole -_ Mechanical: Residential Non -Residential V 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: Residential Commercial V4 Industrial Total Square Footage.5T Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ", l�A'�� t ©`� /� (Attach Proof of Ownership & Legal Description) Owners Name Rr. Address: Sn0i� � i `^L \ `T DA Contractor Namg & Address: Phone Bonding Company: Address: Mortgage Lender: Address: Address: 4�L 4: i/RRS SIX Contact erson+a Phone as er5�3N.`. .,... — r Phone: Phone�� Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand 11 at 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 RESUI I' 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 this county, Acceptance m to the requirements of this permit, there may be additional restrictions applicable to this property that may be found iri the: public records of may be additional permits required from other governmental entities such as water manag.7ent districts, state agencies, or federal agencies. is verification thall wi otify the owner of the property of the requirements of Floriea Liieen Law, FS 7 3. of Owner/A� gent a Date �('ature of Coro trractef/Agent Date fk . I?v�r Commission 9 DD 032637 xpires 'July 24, 2005 Q' Bonded Thou ,' Atlantic Bonding Cm, Tor. Known to Me or Owner/ Notary -S Owne gent Pro uced ID biltof 12-q I ny Sandra L. Fore Commission # DD 032637 Expires July 24, 2005 Bonded Thm d ldilti0 §Wdit Ca, im Pri of ontraCtor•ent is Produced ID APPLICATION APPROVED BY: Bldg: 0 ; "Zoning: <-N *12 �lo'�y Utilities: (Initial & Date) (Initial & Date) Special Conditions: FD: (Initial & Date) (Initial & Date) �2 Vuyvte_"A SYC Siy n a 15 r � �� cL--L CITY OF SANFORD PERMIT APPLICATION 'kam'--_ Q Date: Job Address: n Description of Work: N PJ (, - � ,dv u. cj>_- Historic District: Zoning: Value of Work: $ OCCO'C Permit Type: Building Electrical V Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential V,"'f 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: Residential Commercial v Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: D t 19— W'- 5 — Owners Name & Address:. Contractor Name & Phone ax Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: Address: I Contact U -C 1401 t5Ck c6 Phone: ^i-T_�. --'r t/ S. State License t uumber: fE Phone: Fax: VA Application is hereby made to obtain a permit to do the work and installapons 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 add tion to the requirements of this permit, there may be additional restrictions applica this county, andI(here may be additional rmits required from other governmental entities such as Acceptance of ermit is venfic on th frll n e owner of the property of the requirement` %Signature of Owner/Agent Date � '' e Print Owner/Agent's N e S to e ofNotary-Stag °�a Sandra L. Forties t� �� Commission # DD 032637 %-t. Expires July 24 2006 �91�:....��P� Bonded Thin gen �i� Owner/ Pers$traOFAyKAW lft&8Flft% Cor, Its. Produced ID APPLICATION APPROVED BY: Bld jqt6 Zoning: (Initial & Date) Special Conditions: this property that may be found in the public records of nanagement districts, nci tate agees, or federal agencies. nda Lien w, FS 7}3. n iJ k9 ° ' . I ntractorlAeent Date 1 t YN \t 1 - l Ji ` a N. I�1 I -� P " Contractor/Agents ya i ture of Notary -State ofi��,SanC�ra l�at Ist ' °-o Comm' i24 �ssioon�,l# �D�D 0��32226637 Exp�9•C: OC tu ontra Agent is _ Pef'�t g`kat'�Cmttia > tg co" I= Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) Associates, LLC November 15, 2004 RE: Best Buy 1501 Rinehart Rd., Sanford, FL To Whom. It May Concern: I hereby authorize Thomas Sign & Awning Company and its Agents and/or Representatives, the right to apply in owners name for all permits, variances, special use permits, licenses, permissions or other authorization necessary for the pylon sign to be constructed at the above referenced location. Sincerely, Aeve. Siegel Sworn and subscribed before me this 16� T iegel, wh is personally known to me. N tary ign 4uLre � 0 N11, Lauri Lalumondiere •1 My Commission DD28U37 - Vc ornd; Expires March 01, 2008 Notary Stamp day of /JD � . , 2004, by Steven 1401 Briekell Avenue Suite 520 • Miami, Florida 33131 phone 305 3 719041 •fax 305 371 9042 Return to: (enclose self-addressed stamped envelope) Thomas Sign & Awning Company 4590118 th Ave, North Clearwater, FL 33762 Copy to: BBS Associates, LLC 1401 Brickell Ave. Ste. 520 Miami, FL 33131 305-371-9041 This Instrument Prepared by: BBS Associates, LLC -�c�,SSa�e 1401 Brickell Ave. Ste. 520 Miami, FL 33131 305-371-9041 MRYMW NDRSE� CLEW OF CIRYIIT Cts SEMINOLE CUM BK 05574 FIGS 03avq-kI332 CL E RW S 4� 2005004a53 RMUD %9.09:41 AN RECIRDINS FIES.3&50 RE'CWI ED BY D Thonas SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA NOTICE OF COMMENCEMENT STATE OF FLORIDA ) COUNTY OF SEMINOLE ) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property Exhibit "A" attached hereto. 2. General Description of Improvements Manufacture and Installation of Signage 3. Property Owned by: Name: BBS Associates, LLC Address : 1401 Brickell Ave. Ste. 520 Miami, FL 33131 305-371-9041 Owner's Interest in the site of improvement: Fee Simple FTL:91 81 86:1 1 4. 5 C0 7 A Name and address of fee simple title holder, if other than Owner: N/A The person(s) or firm(s) who will make said improvements under direct contract(s) are: Thomas Sign & Awning Company 4590118 th Ave, North Clearwater, FL 33762 727-573-7757 The name and address of the surety on the payment bonds (if any), as provided under Section713.23, Florida Statutes, is: W The name and address of any person making a loan for the construction of the improvements: Union Bank, N.A. 1580 Sawgrass Corporate Pkwy. Ste. 310 Sunrise, FL 33323 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: BBS Associates, LLC. Address: 1401 Brickell Ave., Ste. 520 Ste. 520 Miami, FL 33131 Phone Number: 305-371-9041 The name and address of person Owner may designate at his option in addition to himself to receive copy of the lienor's notice as provided under Section 713.13(1)(b), Florida statutes: Name: Lawrence N. Rosen, P.A. Address : 21170 NE 22nd Ct. North Miami Beach, FL 33180 Phone Number: 305-932-9955 FTL:91 8186:1 2 f t 9. Expiration date of notice of commencement (the expiration date is one (1) year from the date of recording unless a different date is specified). BBS Associates, LLC, a Florida limited liability company By: Na STATE OF FLORIDA ) ) SS: COUNTY OF MIAMI-DADE ) I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, the foregoing instrument was acknowledged before me by STEVEN T. SIEGEL, the SOLE MEMBER of BBS Associates, LLC, a Florida limited liability company, freely and voluntarily under authority duly vested in him/her by said corporation and that the seal affixed thereto is the tru corporate seal. of said corporation. He/she is p aly now o me or who has produced as identification. WITNESS my hand and official seal in the County and State last aforesaid this 3 day of Q gm&( 0 2004. n (_\ My Commission Expires: A I JOB FTL:91 8186:1 Plic ` aurl Lalumondiem o� MY Commission DD288437 Typed, printed or stamped name'O'Y'Notary Public 3 EXHIBIT A A parcel of land lying in Section 28, Township 19 South, Range 30 d!.scribed as follows: Seminole County, Florida, being more particularly Qommence at the Southwest.corner of said Section 28 Township 19 Souk Range 30 East, Seminole County, Florida; thence run 89 degrees 53'03"E, along the South line of the Southwest 1/4 of said Section 28, a distance of 15.00 feet, to the Point of eginning and to a pointon the East right of way line of Rinehart Road 140' R/W Per Seminole County R/W Map Book 1, Page 1,,07) also being a point on a curve concave Westerly, having a radius of: M6.55 feet and a chord bearing of N 00 degrees 09'05" 13,; thence departing the South line of Section 28, run Northeasterly along the'aic of said curve and along said East right of way line, through a central angle of 00 degrees 0977" a distance of 7.19 feet o the Point of Tangency; thence run N 00 degrees 44'01" E. 464.41 feet; thence departing said right of way line, run S 89 grees 55'24" E along the centerline of a 60 foot i.igress/egress easement a distance of 133.24 feet to a point of curvature f a non -tangent curve concave Northwesterly, having a r4dius of 180.50 feet and chord bearing and distance of N 78 degrees 27.19" E 73.74 feet; thence run Northeasterly along the are if said curve through a central angle of 23 degrees 3425" a distance of X4.26 feet to the Point of Tangency; thence run N 66 degrees 40'07" E, a distance of 31.51 feet to a Point of Curvature of a C. concave Southeasterly, having a radius of 119.50 fleet and a chord bearing and distance of N 70 degrees 40'19" E, a distance of 19.06 feet; thence run Northeasterly along the are cif said curve through a central angle of 09 degrees 09'00" a distance of 9.08 feet to a point; thence departing said centerline run Ii 51 degrees 00'15" E, a distance of 805.28 feet to the South line of said Section 28; thence run N 89 degrees 53'03" West, along laid South line, a distance of 878.84 feet to the Point of Beginning. ,F EXHIBIT A A parcel of land lying in Section 28, Township 19 South, Range 30 d!.scribed as follows: Seminole County, Florida, being more particularly Qommence at the Southwest.corner of said Section 28 Township 19 Souk Range 30 East, Seminole County, Florida; thence run 89 degrees 53'03"E, along the South line of the Southwest 1/4 of said Section 28, a distance of 15.00 feet, to the Point of eginning and to a pointon the East right of way line of Rinehart Road 140' R/W Per Seminole County R/W Map Book 1, Page 1,,07) also being a point on a curve concave Westerly, having a radius of: M6.55 feet and a chord bearing of N 00 degrees 09'05" 13,; thence departing the South line of Section 28, run Northeasterly along the'aic of said curve and along said East right of way line, through a central angle of 00 degrees 0977" a distance of 7.19 feet o the Point of Tangency; thence run N 00 degrees 44'01" E. 464.41 feet; thence departing said right of way line, run S 89 grees 55'24" E along the centerline of a 60 foot i.igress/egress easement a distance of 133.24 feet to a point of curvature f a non -tangent curve concave Northwesterly, having a r4dius of 180.50 feet and chord bearing and distance of N 78 degrees 27.19" E 73.74 feet; thence run Northeasterly along the are if said curve through a central angle of 23 degrees 3425" a distance of X4.26 feet to the Point of Tangency; thence run N 66 degrees 40'07" E, a distance of 31.51 feet to a Point of Curvature of a C. concave Southeasterly, having a radius of 119.50 fleet and a chord bearing and distance of N 70 degrees 40'19" E, a distance of 19.06 feet; thence run Northeasterly along the are cif said curve through a central angle of 09 degrees 09'00" a distance of 9.08 feet to a point; thence departing said centerline run Ii 51 degrees 00'15" E, a distance of 805.28 feet to the South line of said Section 28; thence run N 89 degrees 53'03" West, along laid South line, a distance of 878.84 feet to the Point of Beginning. BEST BUY SANFORD, FL MONUMENT SIGN COLOR RENDERING 36771 CLR - 7/15/04 - REV - 8/10/04 SCALE: 1 /4" = V- 0" PqPPWTE PROPERTIES SANFORD, FLORIDA 74.3 SQUARE FOOT 26" 24" I i I I I I 2" I I I I I I I I � I I I I I I I I I I I I 15'- on I I I I I I I i I i 2'- S I I I L J _ J 3 SADDLE DETAIL TICKET 12'- 6" 16'- 4" - 13'- 4' - 2'- 5 1/2" 1� FABRICATION NOTATION VI VINYL COLOR NOTATION ® PAINT COLOR NOTATION ©1 ELECTRICAL NOTATION I I I I I 1" TYPICAL I I t I I I I I I D i i D I I I I I IDDC:) I I I I i I I I I I I I I I I I I I 2'- 1" I I I i I I I I 11'- Ow �l �ii I I —7'- 7w I I �!�!r IL L'liJt JI I I I I �I --S'- 9 :3/:A"E __L_LJ_J 3'- 1" D D 2'- 4 3/4" ® D6'- 9" 3'- 1" SADDLE 2" x 2" x 3/16" STEEL v ANGLE WELDED TO PIPE " x 2" x 3/16" ,LUM. ANGLE 2AMING DOUBLE FACE ILLUh Scale: 1/4" = 1'- 0" THOMAS RETRO TO BE USED IN THE PRODUCTION OF THIS SIGN TED MONUMENT SIGN 10'- 6 3/4" 2'-' 1" 2'- 6" _ _ _ Fire Protection by Computer Design EAGLE FIRE PROTECTION INC. 1205 CROWN PARK CIRCLE WINTER GARDEN FLORIDA 34787 407 656-8387 Job Name BEST BUY Building NEW Location 1501 RINEHART ROAD, SANFORD , FLORIDA System 1 Contract 04-74 Data File 04-74.WX1 JAMES M. CURTIS. P.E. 8801 Hunters Lake Drive Suite # 221 Tampa, FL 33647 Certificate # 37912 u. �: -Ir fIFC 1 3� zo�4 `Vt Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 EAGLE FIRE PROTECTION INC. Page 1 BEST BUY ' Date Hydraulic Design -Information Sheet Name - BEST BUY Date - 12/4/04 Location - 1501 RINEHART ROAD , SANFORD , FLORIDA Building - NEW System No. - 1 Contractor - R.A. ROGERS Contract No. - 04-74 Calculated By - F.E.E. Drawing No. - 1 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - EXPOSED Occupancy - RETAIL / WAREHOUSE S- (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y' ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other .425/2000S.F. BEST BUY SPECS T Specific Ruling Made By Date E M Area of Sprinkler Operation - 2000 System Type Sprinkler/Nozzle Density - .425 (X) Wets Make CENTRAL D Area Per Sprinkler - 196 ( ) Dry Model EC -25 E Elevation at Highest Outlet - 21 ( ) Deluge Size 1 S Hose Allowance - Inside - 100 ( ) Preaction K -Factor 25.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.286 G Hose Allowance - Outside - 400 N Note Calculation Flow Required - 1015.61 Press Required - 28.714 At BOR Summary C -Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 6/28/04 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 73 @ Press - R Residual Press - 55 Elev. - 2 Well Flow - 1205 Proof Flow S Elevation - 2 U P Location - RINEHART AND OREGON AVE P L Source of Information - SANFORD FIRE DEPT. Y C Commodity MISC Class IV Location 0 Storage Ht. 15 Area 6 Aisle W. M Storage Method: Solid Piled o Palletized o M (X) Single Row ( ) Conven. Pallet ( ) Auto. Storage S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf T A { ) Mult. Row (X) Open Shelf O C Rack ( ) Encap. (X) Non R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) ` EAGLE FIRE PROTECTION INC. Page 2 BEST BUY Date City Water Supply: C1 - Static Pressure 73 PSI C2 - Residual Pressure: 55 PSI C2 - Residual Flow 1205 GPM 150 140 130 P 120 R 110 D1 -Elevation 8.229 PSI D2 -System Flow 1115.6 GPM D2 -System Pressure 44.811 PSI Hose (Adj City) GPM Hose (Demand) 400 GPM D3 -System Demand 1515.6 GPM Safety Margin 0.677 PSI E 100 S 90 S 80 U 70 R 60 E 50 40 D3 30 20 D1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW(N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C1 D3 D1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 `Fittings Summary EAGLE FIRE PROTECTION INC. BEST BUY Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 3 Date 'Fittings Summary EAGLE FIRE PROTECTION INC. BEST BUY I 17.0 27.0 29.0 Page 4 Date Unadjusted Fittings Table B 9.0 10.0 12.0 19.0 21.0 1/2 3/4 1 1 1/4 1 1/2 2 21/2 3 31/2 4 A 1.0 1.0 1.0 1.0 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D F 5.0 7.0 9.0 9.5 17.0 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 10.0 18.0 20.0 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 1 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K L 8.0 14.0 13.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 O 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 Q 29.0 33.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 R S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 130.0 T 25.0 1.8 2.2 2.6 60.0 3.4 V 91.0 101.0 121.0 3.5 4.3 5.0 5.0 6.8 W V 8.5 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 1 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N O P Q 33.0 R s 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U 4.2 5.0 5.0 V 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 Y Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD EAGLE FIRE PROTECTION INC. Page 5 BES T BUY ` Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 21.0 13.75 na 1A 21.0 12.78 na 100 21.0 25.2 11.45 na 85.27 .425 196 7.0 101 21.0 25.2 11.25 na 84.54 .425 196 7.0 102 21.0 25.2 11.26 na 84.56 .425 196 7.0 103 21.0 25.2 11.59 na 85.81 .425 196 7.0 2A 21.0 15.51 na 3 21.0 13.82 na 3A 21.0 12.71 na 104 21.0 25.2 11.19 na 84.31 .425 196 7.0 105 21.0 25.2 10.93 na 83.3 .425 196 7.0 106 21.0 25.2 10.93 na 83.3 .425 196 7.0 107 21.0 25.2 11.17 na 84.22 .425 196 7.0 4A 21.0 15.64 na 5 20.5 14.37 na 5A 20.5 13.19 na 108 20.5 25.2 11.56 na 85.68 .425 196 7.0 109 20.5 25.2 11.27 na 84.58 .425 196 7.0 110 20.5 25.2 11.26 na 84.58 .425 196 7.0 111 20.5 25.2 11.49 na 85.44 .425 196 7.0 6A 20.5 15.92 na 7 20.0 15.32 na 7A 20.0 15.49 na 8A 20.0 16.66 na 9 20.0 15.89 na 9A 20.0 16.01 na 10A 20.0 16.83 na 11 20.0 16.35 na 11A 20.0 16.43 na 12A 20.0 17.01 na 13 19.5 16.94 na 13A 19.5 17.0 na 14A 19.5 17.42 na 15 19.5 17.22 na 15A 19.5 17.27 na 16A 19.5 17.62 na 17 19.5 17.47 na 17A 19.5 17.5 na 18A 19.5 17.85 na 19 19.0 17.9 na 19A 19.0 17.95 na 20 19.0 18.31 na 21 19.0 18.05 na 21A 19.0 18.1 na 22A 19.0 18.5 na 23 19.0 18.13 na 23A 19.0 18.2 na 24A 19.0 18.69 na 25 18.5 18.39 na 25A 18.5 18.47 na 26A 18.5 19.03 na 27 18.5 18.42 na 27A 18.5 18.53 na 28A 18.5 19.38 na 29 •18.0 18.65 na 29A 18.0 18.85 na 30A 18.0 20.47 na 2 21.0 16.15 na 4 21.0 16.17 na 6 20.5 16.44 na 8 20.0 16.75 na 10 20.0 16.89 na 12 20.0 17.05 na 14 19.5 17.45 na 16 19.5 17.64 na 18 19.5 17.86 na 22 19.0 18.53 na 24 19.0 18.73 na 26 18.5 19.07 na 28 18.0 19.65 na 30 18.0 20.57 na TOR 18.0 21.27 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Pressure / Flow Summary - STANDARD BOR 2.0 28.71 na 100.0 BK1 2.0 36.06 na U1 2.0 37.64 na 400.0 BK2 2.0 43.48 na TEST 2.0 44.81 na The maximum velocity is 10.2 and it occurs in the pipe between nodes 103 and 2A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Eagle Fire Protection Inc. Page BEST BUY Date 12/06/04 Peaking Summary - GRIDSYSTEM ONLY Flow Pressure Required Required Pressure Differential SHIFT LEFT 1016.78 28.670 -0.044 AREA CALCULATED 1015.61 28.714 0.000 SHIFT RIGHT 1017.75 28.661 -0.053 Final Calculations - Standard EAGLE FIRE PROTECTION INC. Page 6 BEST BUY ' Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*'***' Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 -157.79 3.314 2T 21.838 0.500 13.748 to 120 43.677 0.0 1A -157.79 -0.0219 44.177 -0.969 Vel = 5.869 1A 0.0 2.703 22.458 12.779 to 120 0.0 0.0 100 -157.79 -0.0592 22.458 -1.329 Vel = 8.822 100 85.27 2.703 14.000 11.451 K Factor = 25.20 to 120 0.0 0.0 101 -72.52 -0.0141 14.000 -0.197 Vel = 4.055 101 84.54 2.703 12.500 11.254 K Factor = 25.20 to 120 0.0 0.0 102 12.02 0.0005 12.500 0.006 Vel = 0.672 102 84.57 2.703 14.000 11.261 K Factor = 25.20 to 120 0.0 0.0 103 -96. 59 0.0239 14.000 0.334 Vel = 5.400 103 85.81 2.703 1T 18.651 32.000 11.595 K Factor = 25.20 to 120 18.651 0.0 2A 182.4 0.0774 50.651 3.918 Vel = 10.198 2A 0.0 3.314 1 T 21.838 0.500 15.512 to 120 21.838 0.0 2 182.4 0.0287 22.338 0.640 Vel = 6.784 0.0 182.40 16.152 K Factor = 45.38 3 -169.80 3.314 2T 21.838 0.500 13.824 to 120 43.677 0.0 3A -169.8 -0.0251 44.177 -1.109 Vel = 6.316 3A 0.0 2.703 22.458 12.715 to 120 0.0 0.0 104 -169.8 -0.0678 22.458 -1.522 Vel = 9.494 104 84.31 2.703 14.000 11.193 K Factor = 25.20 to 120 0.0 0.0 105 -85.49 -0.0191 14.000 -0.267 Vel = 4.780 105 83.30 2.703 12.500 10.927 K Factor = 25.20 to 120 0.0 0.0 106 -2.19 0.0 12.500 Vel = 0.122 106 83.30 2.703 14.000 10.926 K Factor = 25.20 to 120 0.0 0.0 107 81.11 0.0173 14.000 0.242 Vel = 4.535 107 84.21 2.703 2E 9.325 32.000 11.168 K Factor = 25.20 to 120 1 T 18.651 37.302 0.0 4A 165.32 0.0645 69.302 4.469 Vel = 9.243 4A 0.0 3.314 1T 21.838 0.500 15.637 to 120 21.838 0.0 4 165.32 0.0239 22.338 0.534 Vel = 6.149 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIRE PROTECTION INC. Page 7 BEST BUY ' Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '*"*** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 165.32 16.171 K Factor = 41.11 5 -175.93 3.314 2T 21.838 0.500 14.371 to 120 43.677 0.0 5A -175.93 -0.0268 44.177 -1.185 Vel = 6.544 5A 0.0 2.703 22.458 13.186 to 120 0.0 0.0 108 -175.93 -0.0724 22.458 -1.625 Vel = 9.836 108 85.68 2.703 14.000 11.561 K Factor = 25.20 to 120 0.0 0.0 109 -90.25 -0.0211 14.000 -0.295 Vel = 5.046 109 84.58 2.703 12.500 11.266 K Factor = 25.20 to 120 0.0 0.0 110 -5.67 -0.0002 12.500 -0.002 Vel = 0.317 110 84.58 2.703 14.000 11.265 K Factor = 25.20 to 120 0.0 0.0 111 78.91 0.0164 14.000 0.230 Vel = 4.412 111 85.44 2.703 2E 9.325 32.000 11.495 K Factor = 25.20 to 120 1T 18.651 37.302 0.0 6A 164.35 0.0638 69.302 4.421 Vel = 9.189 6A 0.0 3.314 1T 21.838 0.500 15.915 to 120 21.838 0.0 6 164.35 0.0236 22.338 0.528 Vel = 6.113 0.0 164.35 16.443 K Factor = 40.53 7 61.51 3.314 2T 21.838 0.500 15.318 to 120 43.677 0.0 7A 61.51 0.0038 44.177 0.170 Vel = 2.288 7A 0.0 2.703 1T 18.651 94.958 15.487 to 120 18.651 0.0 8A 61.51 0.0104 113.609 1.176 Vel = 3.439 8A 0.0 3.314 1 T 21.838 0.500 16.663 to 120 21.838 0.0 8 61.51 0.0038 22.338 0.086 Vel = 2.288 0.0 61.51 16.749 K Factor= 15.03 9 50.60 3.314 2T 21.838 0.500 15.892 to 120 43.677 0.0 9A 50.6 0.0027 44.177 0.118 Vel = 1.882 9A 0.0 2.703 1T 18.651 94.958 16.010 to 120 18.651 0.0 10A 50.60.0072 113.609 0.820 Vel = 2.829 10A 0.0 3.314 1T 21.838 0.500 16.830 to 120 21.838 0.0 10 50.6 0.0027 22.338 0.060 Vel = 1.882 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIRE PROTECTION INC. Page 8 BEST BUY ' Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. T'. or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn . Computer-Prog.rams.by- H.ydratec Inc. Route 111 Windham N.H. USA 03087 50.60 16.890 K Factor= 12.31 11 41.87 3.314 2T 21.838 0.500 16.350 to 120 43.677 0.0 11A 41.87 0.0019 44.177 0.083 Vel = 1.557 11A 0.0 2.703 1 T 18.651 94.958 16.433 to 120 18.651 0.0 12A 41.87 0.0051 113.609 0.577 Vel = 2.341 12A 0.0 3.314 1 T 21.838 0.500 17.011 to 120 21.838 0.0 12 41.87 0.0019 22.338 0.042 Vel = 1.557 0.0 41.87 17.053 K Factor= 10.14 13 35.42 3.314 2T 21.838 0.500 16.939 to 120 43.677 0.0 13A 35.42 0.0014 44.177 0.061 Vel = 1.317 13A 0.0 2.703 1T 18.651 94.958 17.000 to 120 18.651 0.0 14A 35.42 0.0037 113.609 0.424 Vel = 1.980 14A 0.0 3.314 1T 21.838 0.500 17.423 to 120 21.838 0.0 14 35.420.0014 22.338 0.031 Vel = 1.317 0.0 35.42 17.454 K Factor= 8.48 15 31.74 3.314 2T 21.838 0.500 17.222 to 120 43.677 0.0 15A 31.74 0.0011 44.177 0.050 Vel = 1.181 15A 0.0 2.703 1T 18.651 94.958 17.272 to 120 18.651 0.0 16A 31.74 0.0030 113.609 0.346 Vel = 1.775 16A 0.0 3.314 1 T 21.838 0.500 17.618 to 120 21.838 0.0 16 31.74 0.0011 22.338 0.025 Vel = 1.181 0.0 31.74 17.643 K Factor= 7.56 17 23.36 3.314 2T 21.838 0.500 17.473 to 120 43.677 0.0 17A 23.36 0.0006 44.177 0.028 Vel = 0.869 17A 0.0 2.703 8E 9.325 108.625 17.501 to 120 1T 18.651 93.254 0.0 18A 23.36 0.0017 201.879 0.349 Vel = 1.306 18A 0.0 3.314 1T 21.838 0.500 17.849 to 120 21.838 0.0 18 23.36 0.0006 22.338 0.014 Vel = 0.869 0.0 23.36 17.863 K Factor= 5.53 . Computer-Prog.rams.by- H.ydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIRE PROTECTION INC. Page 9 BEST BUY ' Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"***`* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 19 32.41 3.314 2T 21.838 0.500 17.903 23 38.17 to _ 2T 120 _ _ 0.500 _18.530_ 18.134 43.677 0.0 120 19A 32.41 0.0012 23A 38.17 44.177 0.052 Vel = 1.205 19A 0.0 2.703 1T 18.651 94.958 17.954 18.204 to to 120 120 18.651 18.651 0.0 38.17 0.0043113.609 20 32.41 0.0032 -0.487 24A 113.609 0.360 Vel = 1.812 20 -32.40 3.314 1T 21.838 0.500 18.314 21.838 0.0 to 38.17 120 21.838 8.229 0.0 20A 0.01 0.0 22.338 38.17 Vel = - 0.0 18.725 25 41.28 3.314 2T 21.838 0.500 18.385 0.01 120 26.543 K Factor = 21 34.26 3.314 2T 21.838 0.500 18.046 25A 0.0 to 1T 120 94.958 18.466 43.677 0.0 120 21A 34.26 0.0013 26A 4128 44.177 0.057 Vel = 1.274 21 A 0.0 2.703 1T 18.651 94.958 18.103 19.029 to to 120 120 21.838 18.651 0.0 41.28 0.0018 22A 34.26 0.0035 - - - -- 113.609 - -- 0.398 ------ Vel = - -- - 1.916 22A 0.0 3.314 1 T 21.838 0.500 18.501 19.070 to 46.97 120 2T 21.838 21.838 0.0 to 22 34.26 0.0013 43.677 0.0 22.338 0.029 Vel = 1.274 K Factor= 7.96 Vel = 1.420 Vel = 2.134 Vel = 1.420 K Factor= 8.82 Vel = 1.535 Vel = 2.308 Vel = 1.535 K Factor= 9.45 Vel = 1.747 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0.0 34.26 23 38.17 _ _ 3.314 _ 2T _ _ 21.838 _ _ 0.500 _18.530_ 18.134 to 120 43.677 0.0 23A 38.17 0.0016 _ _ 44.177 0.070 23A 0.0 2.703 1T 18.651 94.958 18.204 to 120 18.651 0.0 24A 38.17 0.0043113.609 -0.487 24A 0.0 3.314 1 T 21.838 0.500 18.690 to 120 21.838 0.0 24 38.17 0.0016 22.338 0.035 0.0 38.17 18.725 25 41.28 3.314 2T 21.838 0.500 18.385 to 120 43.677 0.0 25A 41.28 0.0018 44.177 0.081 25A 0.0 2.703 1T 18.651 94.958 18.466 to 120 18.651 0.0 26A 4128 0.0049 113.609 0.562 26A 0.0 3.314 1 T 21.838 0.500 19.029 to 120 21.838 0.0 26 41.28 0.0018 22.338 0.041 0.0 41.28 19.070 27 46.97 3.314 2T 21.838 0.500 18.425 to 120 43.677 0.0 27A 46.97 0.0023 44.177 0.103 K Factor= 7.96 Vel = 1.420 Vel = 2.134 Vel = 1.420 K Factor= 8.82 Vel = 1.535 Vel = 2.308 Vel = 1.535 K Factor= 9.45 Vel = 1.747 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIRE PROTECTION INC. Page 10 BEST BUY ' Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 27A 0.0 2.703 2E 9.325 98.625 18.528 to 120 IT 18.651 37.302 0.0 28A 46.970.0063 . - 135.927 ------ 0.855 - --- - _._ _ Vel = 2.626 _ 28A 0.0 3.314 IT 21.838 0.500 19.382 to 120 21.838 0.217 28 46.97 0.0023 22.338 0.052 Vel = 1.747 0.0 46.97 19.651 K Factor= 10.60 29 65.93 3.314 2T 21.838 0.500 18.653 to 120 43.677 0.0 29A 65.93 0.0044 44.177 0.193 Vel = 2.452 29A 0.0 2.703 2E 9.325 100.958 18.846 to 120 IT 18.651 37.302 0.0 30A 65.93 0.0118 138.260 1.628 Vel = 3.686 30A 0.0 3.314 1 T 21.838 0.500 20.474 to 120 21.838 0.0 30 65.93 0.0043 22.338 0.097 Vel = 2.452 0.0 65.93 20.571 K Factor= 14.54 1 157.79 4.31 12.500 13.748 to 120 0.0 0.0 3 157.79 0.0061 12.500 0.076 Vel = 3.470 3 169.80 4.31 14.000 13.824 to 120 0.0 0.217 5 327.59 0.0236 14.000 0.330 Vel = 7.204 5 175.93 4.31 14.000 14.371 to 120 0.0 0.217 7 503.52 0.0521 14.000 0.730 Vel = 11.073 7 -61.50 4.31 14.000 15.318 to 120 0.0 0.0 9 442.02 0.041.0_ 14.000 0.574 Vel = 9.720 9 -50.60 4.31 14.000 15.892 to 120 0.0 0.0 11 391.42 0.0327 14.000 0.458 Vel = 8.608 11 -41.87 4.31 14.000 16.350 to 120 0.0 0.217 13 349.55 0.0266 14.000 0.372 Vel = 7.687 13 -35.42 4.31 13.000 16.939 to 120 0.0 0.0 15 314.13 0.0218 13.000 0.283 Vel = 6.908 15 -31.75 4.31 14.000 17.222 to 120 0.0 0.0 17 282.38 0.0179 14.000 0.251 Vel = 6.210 17 -23.36 4.31 14.000 17.473 to 120 0.0 0.217 19 259.02 0.0153 14.000 0.214 Vel = 5.696 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIRE PROTECTION INC. Page 11 BEST BUY ' Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '*`"**" Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 19 -32.41 4.31 12.000 17.903 to 120 0.0 0.0 21 226.61 -- 0.0119 -- - 12.000 -- --- --- -- 0.143 -- -- -- -- Vel = -....-- - 4.983 _...._ 21 -34.26 4.31 10.000 18.046 to 120 0.0 0.0 23 192.35 0.0088 10.000 0.088 Vel = 4.230 23 -38.17 4.31 6.000 18.134 to 120 0.0 0.217 25 154.18 0.0058 6.000 0.035 Vel = 3.390 25 -41.28 4.31 12.000 18.385 to 120 0.0 0.0 27 112.9 0.0032 12.000 0.039 Vel = 2.483 27 -46.97 4.31 10.000 18.425 to 120 0.0 0.217 29 65.93 0.0012 10.000 0.012 Vel = 1.45.0 0.0 65.93 18.654 K Factor= 15.27 2 182.40 6.357 15.500 16.153 to 120 0.0 0.0 4 182.4 0.0012 15.500 0.019 Vel = 1.844 4 165.32 6.357 14.000 16.171 to 120 0.0 0.217 6 347.72 0.0039 14.000 0.055 Vel = 3.515 6 164.35 6.357 11.000 16.443 to 120 0.0 0.217 8 512.07 0.0081 11.000 0.089 Vel = 5.176 8 61.51 6.357 14.000 16.749 to 120 0.0 0.0 10 573.58 0.0100 14.000 0.140 Vel = 5.798 10 50.60 6.357 14.000 16.889 to 120 0.0 0.0 12 624.18 0.0117 14.000 0.164 Vel = 6.310 12 41.87 6.357 14.000 17.053 to 120 0.0 0.217 14 666.05 0.0132 14.000 0.185 Vel = 6.733 14 35.42 6.357 13.000 17.454 to 120 0.0 0.0 16 701.47 0.0145_ 13.000 0.189 Vel = 7.091 16 31.74 6.357 14.000 17.643 to 120 0.0 0.0 18 733.21 0.0158 ------------ -. _ _. __..-- 18 23.36 6.357 14.000 17.864 to 120 0.0 0.217 20 756.57 0.0167 14.000 0.234 Vel = 7.648 20 32.41 6.357 12.000 18.314 to 120 0.0 0.0 22 788.98 0.0181 12.000 0.217 Vel = 7.975 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIRE PROTECTION INC. Page 12 BEST BUY ' Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .CIO or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 22 34.26 6.357 10.000 --- -------- - - - 18.531 to 120 0.0 0.0 24 823.24 0.0195 10.000 0.195 Vel = 8.322 24 38.17 6.357 6.000 18.726 to 120 0.0 0.217 26 861.41 0.0212 6.000 0.127 Vel = 8.708 26 41.28 6.357 15.750 19.070 to 120 0.0 0.217 28 902.69 0.0232 15.750 0.365 Vel = 9.125 28 46.98 6.357 1E 17.603 18.583 19.651 to 120 17.603 0.0 30 949.67 0.0254 36.186 0.920 Vel = 9.600 30 65.93 8.249 2E 21.141 43.500 20.571 to 120 42.282 0.0 TOR 1015.6 0.0081 85.782 0.694 Vel = 6.097 TOR 0.0 8.249 1 A 34.061 16.000 21.265 to 120 1 B 14.094 48.155 6.930 BOR 1015.6 0.0081 64.155 0.519 Vel = 6.097 BOR 100.00 7.71 6E 22.988 217.000 28.714 K Factor = 100.00 to 150 2F 11.494 160.905 4.000 Fixed loss = 4 BK1 1115.6 0.0089 377.905 3.347 Vel = 7.666 - --- ------- BK1 0.0 7.98 3E 27.183 70.000 36.062 to 150 1T 52.855 140.437 0.0 U1 1115.6 0.0075 1G 6.041 210.437 1.576 Vel = ------ -- -- 7.156 U 1 400.00 7.98 1 E 27.183 415.000 37.638 Qa = 400 to 150 27.181 0.0 BK2 1515.6 0.0132 442.181 5.838 Vel = 9.722 BK2 0.0 7.98 1 E 27.183 15.000 43.476 to 150 1T 52.855 86.074 0.0 TEST 1515.6 0.0132 1G 6.041 101.074 1.335 Vel = 9.722 .0 1515.60 44.811 K Factor = 226.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram EAGLE FIRE PROTECTION INC. BEST BUY Page 13 Date Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 157.79 lA -a 157.79 100 -+ 72.52 101 F- 12.02 102 t- 96.59 103 - 182.40 2A .- 182.40 2 T 157.79 T 182.40 3 -, 169.80 3A - 169.80 104 - 85.49 105 - 2.19 106 F 81.11 107 .- 165.32 4A .-- 165.32 4 T 327.59 T 347,72 5 175.93 5A -a 175.93 108 -+ 90.25 109 -> 5.67 110 - 78.91 111 - 164.35 6A .- 164.35 6 T 5035'_ 7 61.51 7A - 61.51 8A - 61.51 8 T 442.02 T 573.58 9 50.60 9A - 50.60 10A - 50.60 10 T 391.42_ T 624.18 11 41.87 11A - 41.87 12A - 41.87 12 T 349.55 T 666.05 13 35.42 13A <- 35.42 14A <- 35.42 14 1 314.13 T 701.47 15 - 31.74 15A F-- 31.74 16A «- 31.74 16 282.35 T 733.21 17 t- 13.36 17A F 23.36 18A - 23.36 18 259,Ik 19 - 32.41 19A <- 32.41 20 F 0.01 20A 1 226.61 21 .- 34'6 21A - 34.26 22A f- 34.26 22 T 192.35 T 823.24 23 - 38.17 23A - 38.17 24A - 38.17 24 154.1X T 861.41 25 - 41.28 25A .- 41.28 26A .- 41.28 26 T 11'.90 T 902.69 27 - 46.97 27A - 46.97 28A t 46.97 28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram 1 65.93 T 949.67 29 65 93 29A 65.93 30A «- 65.93 30 1 157,79 3 - 327,59 5 i- 503.52 7 <- 442.02 9 - 391.42 11 t- 349.55 13 a- 314.13 15 a- 282.38 17 i-- 259.02 19 F 226.61 21 F 192.35 23 2 - 182.40 4 <-- 347.72 6 e- 512.07 8 - 573.58 10 t- 624.18 12 F 666.05 14 F 701.47 16 c- 733.21 18 - 756.57 20 F 788.98 22 F 823.24 24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram EAGLE FIRE PROTECTION INC. Page 14 BEST BUY Date 23 154.1,9 25 r 112.9027 65.93 29 24 .- 861 41 26 - 902.6928 949.6730 - 1015.60TOR .- 115.60BOR - 1115.60BK1 - 1115.60U1 - 1515.60BK2 - 1515.60 TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ . Fire Protection by Computer Design EAGLE FIRE PROTECTION INC. 1205 CROWN PARK CIRCLE WINTER GARDEN FLORIDA 34787 407 656-8387 4a��u ll, Job Name BEST BUY 4 HEADS Building NEW Location 1501 RINEHART ROAD, SANFORD , FLORIDA System 1 Contract 04-74 Data File 04-74.WX2 JAMES M. CURTIS. P.E. 8801 Hunters Lake Drive Suite # 221 Tampa, FL 33647 Certificate # 37912 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 EAGLE FIRE PROTECTION INC. BEST BUY 4 HEADS Page 1 Date Hydraulic Design Information Sheet Name - BEST BUY Date - 12/6/04 Location - 1501 RINEHART ROAD , SANFORD , FLORIDA Building - NEW System No. - 1 Contractor - R.A. ROGERS Contract No. - 04-74 Calculated By - F.E.E. Drawing No. - 1 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - EXPOSED Occupancy - RETAIL / WAREHOUSE S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other .50 / REMOTE 4 HEADS PER. BEST BUY SPECS T Specific Ruling Made By Date E M Area of Sprinkler Operation - 4 HDS. System Type Sprinkler/Nozzle Density - .50 (X) Wet Make CENTRAL D Area Per Sprinkler - 196 ( ) Dry Model EC -25 E Elevation at Highest Outlet - 21 ( ) Deluge Size 1 S Hose Allowance - Inside - 100 ( ) Preaction K -Factor 25.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.286 G Hose Allowance - Outside - 400 N Note Calculation Flow Required - 394.54 Press Required - 29.521 At BOR Summary C -Factor Used: 120 Overhead 150 Underground W A T E R S U P P L Y C 0 M M S R T A O C R K A G E Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - Cap. - Time of Test - Rated Cap.- Elev.- Static Press - 73 @ Press - Residual Press - 55 Elev. - 2 Well Flow - 1205 Proof Flow Elevation - 2 Location - RINEHART AND OREGON AVE Source of Information - SANFORD FIRE DEPT. Commodity MISC Storage Ht. 15 Storage Method: (X) Single Row ( ) Double Row ( ) Mult. Row Class IV Location Area 6 Aisle W. Solid Piled % Palletized % Rack --- -------- ( ) Conven. Palle t ( ) Auto. Storage ( ) Encap. ( ) Slave Pallet ( ) Solid Shelf (X) Non (X) Open Shelf Flue Spacing Clear-nce:Storage to Ceiling Longitudinal Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) EAGLE FIRE PROTECTION INC. Page 2 BEST BUY 4 HEADS Date City Water Supply: C1 - Static Pressure 73 PSI C2 - Residual Pressure: 55 PSI C2 - Residual Flow 1205 GPM 150 140 130 P 120 R 110 100 D1 -Elevation 8.229 PSI D2 -System Flow 494.54 GPM D2 -System Pressure 37.319 PSI Hose (Adj City) GPM Hose (Demand) 400 GPM D3 -System Demand 894.54 GPM Safety Margin 25.308 PSI E 90 S C1 S 80 70 U 60 R E 50 40 D3 30 D1 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW(N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 D1 -Elevation 8.229 PSI D2 -System Flow 494.54 GPM D2 -System Pressure 37.319 PSI Hose (Adj City) GPM Hose (Demand) 400 GPM D3 -System Demand 894.54 GPM Safety Margin 25.308 PSI C1 D3 D1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary EAGLE FIRE PROTECTION INC. BEST BUY 4 HEADS Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 3 Date Fittings Summary 27.0 B 9.0 10.0 C 1.0 1.0 D 47.0 E 12.0 EAGLE FIRE PROTECTION INC. F 5.0 7.0 G 2.0 3.0 H 4.5 5.0 Page 4 10.0 BEST BUY 4 HEADS 25.0 K 36.0 L 8.0 9.0 M 10.0 12.0 N 35.0 O 45.0 P 61.0 0 33.0 Date 17.0 Unadjusted Fittings Table 32.0 T 25.0 30.0 U 4.2 5.0 V 8.5 10.0 W 1/2 3/4 1 1 1/4 1 1/2 2 21/2 3 20.0 23.0 A 30.0 13.0 17.0 20.0 7.7 21.5 33.0 17.0 B 33.0 41.0 50.0 65.0 7.0 10.0 98.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 18.0 24.0 27.0 30.0 9.5 17.0 16.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 1 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 O 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 A 17.0 27.0 B 9.0 10.0 C 1.0 1.0 D 47.0 E 12.0 14.0 F 5.0 7.0 G 2.0 3.0 H 4.5 5.0 1 8.5 10.0 J 21.0 25.0 K 36.0 L 8.0 9.0 M 10.0 12.0 N 35.0 O 45.0 P 61.0 0 33.0 R 17.0 S 27.0 32.0 T 25.0 30.0 U 4.2 5.0 V 8.5 10.0 W 13.1 X 21.0 25.0 Y 8.5 Z 12.0 14.0 8 10 12 14 16 18 20 24 29.0 12.0 19.0 21.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 55.0 45.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 16.0 19.0 22.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 5.0 13.0 31.8 35.8 27.4 33.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Pressure / Flow Summary - STANDARD EAGLE FIRI PROTECTION INC. Page 5 BEST BUY 4 HEADS Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 21.0 20.15 na 1A 21.0 20.2 na 100 21.0 20.25 na 101 21.0 20.29 na 102 21.0 20.32 na 103 21.0 20.36 na 2A 21.0 20.49 na 3 21.0 20.15 na 3A 21.0 18.27 na 104 21.0 25.2 15.7 na 99.84 .5 196 7.0 105 21.0 25.2 15.15 na 98.1 .5 196 7.0 106 21.0 25.2 15.12 na 98.0 .5 196 7.0 107 21.0 25.2 15.31 na 98.6 .5 196 7.0 4A 21.0 19.96 na 5 20.5 20.5 na 5A 20.5 20.52 na 108 20.5 20.56 na 109 20.5 20.58 na 110 20.5 20.6 na 111 20.5 20.62 na 6A 20.5 20.74 na 7 20.0 20.81 na 7A 20.0 20.83 na 8A 20.0 20.97 na 9 20.0 20.9 na 9A 20.0 20.91 na 10A 20.0 21.01 na 11 20.0 20.96 na 11A 20.0 20.97 na 12A 20.0 21.04 na 13 19.5 21.24 na 13A 19.5 21.24 na 14A 19.5 21.29 na 15 19.5 21.28 na 15A 19.5 21.28 na 16A 19.5 21.33 na 17 19.5 21.32 na 17A 19.5 21.32 na 18A 19.5 21.37 na 19 19.0 21.57 na 19A 19.0 21.58 na 20 19.0 21.63 na 21 19.0 21.59 na 21A 19.0 21.6 na 22A 19.0 21.66 na 23 19.0 21.61 na 23A 19.0 21.62 na 24A 19.0 21.7 na 25 18.5 21.83 na 25A 18.5 21.84 na 26A 18.5 21.93 na 27 18.5 21.84 na 27A 18.5 21.85 na 28A 18.5 21.99 na 29 18.0 22.05 na 29A 18.0 22.09 na 30A 18.0 22.36 na 2 21.0 20.51 na 4 21.0 20.51 na 6 20.5 20.75 na 8 20.0 20.99 na 10 20.0 21.01 na 12 20.0 21.04 na 14 19.5 21.3 na 16 19.5 21.33 na 18 19.5 21.37 na 22 19.0 21.67 na 24 19.0 21.7 na 26 18.5 21.94 na 28 18.0 22.22 na 30 18.0 22.38 na TOR 18.0 22.5 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD BOR 2.0 29.52 na 100.0 BK1 2.0 34.26 na U1 2.0 34.61 na 400.0 BK2 2.0 36.82 na TEST 2.0 37.32 na The maximum velocity is 12.62 and it occurs in the pipe between nodes 3A and 104 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Final Calculations - Standard EAGLE FIRE PROTECTION INC. Page 6 BEST BUY 4 HEADS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C', or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 29.13 3.314 2T 21.838 0.500 20.154 to 120 43.677 0.0 1 A, .29.13 0.0010 44.177 0.043 Vel = 1.083 1A 0.0 2.703 22.458 20.196 to 120 0.0 0.0 100 29.13 0.0026 22.458 0.058 Vel = 1.629 100 0.0 2.703 14.000 20.255 to 120 0.0 0.0 101 29.13 0.0026 14.000 0.036 Vel = 1.629 101 0.0 2.703 12.500 20.291 to 120 0.0 0.0 102 29.13 0.0026 12.500 0.032 Vel = 1.629 102 0.0 2.703 14.000 20.323 to 120 0.0 0.0 103 29.13 ------ - ------- 0.0026 - 14.000 0.036 Vel = 1.629 103 0.0 2.703 1T 18.651 32.000 20.360 - ----- to 120 18.651 0.0 2A 29.13 0.0026 50.651 0.132 Vel = 1.629 2A 0.0 3.314 1T 21.838 0.500 20.491 to 120 21.838 0.0 2 29.13 0.0010 22.338 0.022 Vel = 1.083 0.0 29.13 20.513 K Factor= 6.43 3 -225.65 3.314 2T 21.838 0.500 20.150 to 120 43.677 0.0 3A -225.65 -0.0425 44.177 -1.878 Vel = 8.393 3A 0.0 2.703 22.458 18.273 to 120 0.0 0.0 104 -225.65 -0.1147 22.458 -2.575 Vel = 12.616 104 99.84 2.703 14.000 15.698 K Factor = 25.20 to 120 0.0 0.0 105 -125.81 -0.0389 14.000 -0.545 Vel = 7.034 105 98.10 2.703 12.500 15.153 K Factor = 25.20 to 120 0.0 0.0 106 -27.71 -0.0024 12.500 -0.030 Vel = 1.549 106 98.00 2.703 14.000 15.123 K Factor = 25.20 to 120 0.0 0.0 107 70.29 0.0133 14.000 0.186 Vel = 3.930 107 98.60 2.703 2E 9.325 32.000 15.309 K Factor = 25.20 to 120 1 T 18.651 37.302 0.0 4A 168.89 0.0671 69.302 4.649 Vel = 9.443 4A 0.0 3.314 1 T 21.838 0.500 19.958 to 120 21.838 0.0 4 168.89 0.0248 22.338 0.555 Vel = 6.282 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIRE PROTECTION INC. Page 7 BES'T BUY 4 HEADS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"**** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 168.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 2 0. 513 K Factor= 37.29 5 22.59 3.314 2T 21.838 0.500 20.495 to 120 43.677 0.0 5A 22.59 0.0006 44.177 0.027 Vel = 0.840 5A 0.0 2.703 22.458 20.522 to 120 0.0 0.0 108 22.59 0.0016 22.458 0.036 Vel = 1.263 108 0.0 2.703 14.000 20.558 to 120 0.0 0.0 109 22.59 0.0016 14.000 0.023 Vel = 1.263 109 0.0 2.703 12.500 20.581 to 120 0.0 0.0 110 22.59 0.0016 12.500 0.020 Vel = 1.263 110 0.0 2.703 14.000 20.601 to 120 0.0 0.0 111 22.59 0.0016 14.000 0.023 Vel = 1.263 111 0.0 2.703 2E 9.325 32.000 20.624 to 120 1T 18.651 37.302 0.0 6A 22.59 0.0016 69.302 0.112 Vel = 1.263 6A 0.0 3.314 1T 21.838 0.500 20.736 to 120 21.838 0.0 6 22.59 0.0006 22.338 0.013 Vel = 0.840 0.0 22.59 20.749 K Factor= 4.96 7 19.52 3.314 2T 21.838 0.500 20.814 to 120 43.677 0.0 7A 19.52 0.0005 44.177 0.020 Vel = 0.726 7A 0.0 2.703 1T 18.651 94.958 20.834 to 120 18.651 0.0 8A 19.52 0.0012 113.609 0.141 Vel = 1.091 8A 0.0 3.314 1 T 21.838 0.500 20.975 to 120 21.838 0.0 8 19.52 0.0004 22.338 0.010Vel = 0.726 0.0 19.52 20.985 K Factor= 4.26 9 15.90 3.314 2T 21.838 0.500 20.896 to 120 43.677 0.0 9A 15.9 0.0003 44.177 0.014 Vel = 0.591 9A 0.0 2.703 1T 18.651 94.958 20.910 to 120 18.651 0.0 10A 15.9 0.0008 113.609 0.096 Vel = 0.889 10A 0.0 3.314 1T 21.838 0.500 21.006 to 120 21.838 0.0 10 15.9 0.0003 22.338 0.007 Vel = 0.591 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIRF PROTECTION INC. Page 8 BEST BUY 4 HEADS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 15.90 21.013 K Factor= 3.47 11 13.08 3.314 2T 21.838 0.500 20.963 to 120 43.677 0.0 11A 13.08 --- 0.0002 ------- - - - - - -- - 44.177 - - - 0.010 -- -- - - -- - - Vel = 0.487 11A 0.0 2.703 1 T 18.651 94.958 - 20.973 - -- - - _ . _ .. to 120 18.651 0.0 12A 13.08 0.0006 113.609 0.067 Vel = 0.731 12A 0.0 3.314 1 T 21.838 0.500 21.040 to 120 21.838 0.0 12 13.08 0.0002 22.338 0.005 Vel = 0.487 0.0 13.08 21.045 K Factor= 2.85 13 11.11 3.314 2T 21.838 0.500 21.235 to 120 43.677 0.0 13A 11.11 0.0002 44.177 0.007 Vel = 0.413 13A 0.0 2.703 1T 18.651 94.958 21.242 to 120 18.651 0.0 14A 11.11 0.0004 113.609 0.050 Vel = 0.621 14A 0.0 3.314 1T 21.838 0.500 21.292 to 120 21.838 0.0 14 11.11 0.0002 22.338 0.004 Vel = 0.413 0.0 11.11 21.296 K Factor = 2.41 15 10.17 3.314 2T 21.838 0.500 21.279 to 120 43.677 0.0 15A 10.17 0.0001 44.177 0.006 Vel = 0.378 15A 0.0 2.703 1T 18.651 94.958 21.285 to 120 18.651 0.0 16A 10.17 0.0004 113.609 0.042 Vel = 0.569 16A 0.0 3.314 1T 21.838 0.500 21.327 to 120 21.838 0.0 16 10.17 0.0001 22.338 0.003 Vel = 0.378 0.0 10.17 21.330 K Factor= 2.20 17 7.81 3.314 2T 21.838 0.500 21.318 to 120 43.677 0.0 17A 7.81 0.0001 44.177 0.004 Vel = 0.290 17A 0.0 2.703 8E 9.325 108.625 21.322 to 120 1 T 18.651 93.254 0.0 18A 7.81 0.0002 201.879 0.046 Vel = 0.437 18A 0.0 3.314 1T 21.838 0.500 21.368 to 120 21.838 0.0 18 7.81 0.0001 22.338 0.002 Vel = 0.290 0.0 7.81 21.370 K Factor= 1.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Standard EAGLE FIRE PROTECTION INC. Page 9 BEST BUY 4 HEADS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 19 11.34 3.314 2T to 0.007 Vel = 0.422 120 21.577 19A 11.34 0.0002 0.052 Vel = 0.634 19A 0.0 2.703 1T to Vel = 120 Vel = 0.462 20 11.34 0.0005 20 -11.33 3.314 1 T to 44.177 120 Vel = 0.525 20A 0.01 0.0 1T 18.651 0.0 21.618 to 0.01 120 21 12.41 3.314 2T to 14.11 120 21A 12.41 0.0002 --2.703--- _-1T 21A 0.0 3.314 1T to 0.500 120 22A 12.41 0.0005 22A 0.0 3.314 1T to 14.11 120 21.838 0.500 21.569 43.677 0.0 44.177 0.007 Vel = 0.422 18.651 94.958 21.577 18.651 0.0 113.609 0.052 Vel = 0.634 21.838 0.500 21.628 21.838 8.229 22.338 Vel = 21.838 0.500 43.677 44.177 18.651 94.958 18.651 1_1.3_.609 21.838 0.500 21.838 22 12.41 0.0002 22.338 0.0 29.857 K Factor = 21.593 0.0 0.009 Vel = 0.462 21.601 14.11 0.0 2T 0.061 Vel = 0.694 21.662 0.0 0.004 Vel = 0.462 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 12.41 21.666 K Factor= 2.67 23 14.11 3.314 2T 21.838 0.500 21.607 to 120 43.677 0.0 23A 14.11 0.0002 44.177 0.011 Vel = 0.525 23A 0.0 2.703 1T 18.651 94.958 21.618 to 120 18.651 0.0 24A 14.11 0.0007 113.609 0.077 Vel = 0.789 24A 0.0 3.314 1T 21.838 0.500 21.695 to 120 21.838 0.0 24 14.11 0.0003 22.338 0.006 Vel = 0.525 0.0 14.11 21.701 K Factor= 3.03 25 15.40 3.314 2T 21.838 0.500 21.829 to 120 43.677 0.0 25A 15.4 0.0003 44.177 0.013 Vel = 0.573 25A 0.0 2.703 1T 18.651 94.958 21.843 to 120 18.651 0.0 26A 15.4 0.0008 113.609 0.091 Vel = 0.861 26A 0.0 3.314 1T 21.838 0.500 21.933 to 120 21.838 0.0 26 15.4 0.0003 22.338 0.007 Vel = 0.573 0.0 15.40 21.940 K Factor= 3.29 27 17.79 3.314 2T 21.838 0.500 21.836 to 120 43.677 0.0 27A 17.79 0.0004 44.177 0.017 Vel = 0.662 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE.fIRf PROTECTION INC. BEST BUY 4 HEADS 17.79 4.31 to Page 10 Date Hyd. Qa Dia. Fitting Pipe Pt Pt 2T Ref. .1c" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 25.29 27A 0.0 2.703 2E 9.325 98.625 21.853 29A to 120 1T 18.651 37.302 0.0 22.087 28A_ 17.79 0.0010 120 135.927 - 0,142 Vel = 0.995 28A 0.0 3.314 1 T 21.838 0.500 21.995 -11.11 to 120 30A 21.838 0.217 1T 28 17.79 0.0004 22.364 22.338 0.009 Vel = 0.662 0.0 17 21.838 0.0 30 25.29 0.0 25.29 1 -29.13 4.31 to 120 3 -29.13 -0.0002 3 17.79 4.31 to 20.154 120 22.221 29 25.29 3.314 2T 21.838 0.500 22.055 to 7 120 0.0073 7 43.677 0.0 29A 25.29 0.0007 9 154.4 44.177 0.033 29A 0.0 2.703 2E 9.325 100.958 22.087 to 11 120 1T 18.651 37.302 0.0 30A 25.29 0.0020 13 -11.11 138.260 0,277 30A 0.0 3.314 1T 21.838 0.500 22.364 to to 120 120 17 21.838 0.0 30 25.29 0.0008 to 22.338 0.017 0.0 25.29 1 -29.13 4.31 to 120 3 -29.13 -0.0002 3 225.64 4.31 to 20.154 120 5 196.51 0.0091 5 -22.59 4.31 to 20.150 120 7 173.92 0.0073 7 -19.52 4.31 to 20.495 120 9 154.4 0.0059 9 -15.90 4.31 to 20.814 120 11 138.5 0.0048 11 -13.08 4.31 to 120 13 125.42 0.0040 13 -11.11 4.31 to 120 15 114.31 0.0034 15 -10.18 4.31 to 120 17 104.13 0.0029 17 -7.80 4.31 to 120 19 96.33 0.0024 K Factor= 3.77 Vel = 0.941 Vel = 1.414 Vel = 0.941 14.000 22.381 K Factor = 5.35 12.500 20.154 0.0 0.0 0.0 12.500 -0.003 Vel = 0.641 14.000 20.150 0.0 0.0 0.217 0.044 14.000 0.128 Vel = 4.321 14,000 20.495 0.040 0.0 0.217 0.0 14.000 0.102 Vel = 3.825 14.000 20.814 0.0 0.0 14.000 0.082 Vel = 3.395 14.000 20.896 0.0 0.0 14.000 --0.067 - 14.000 20.963 0.0 0.217 14.000 0.056 13.000 21.235 0.0 0.0 13.000 0.044 14.000 21.279 0.0 0.0 14.000 0.040 14.000 21.318 0.0 0.217 14.000 0.034 Vel = 3.046 Vel = 2.758 Vel = 2.514 Vel = 2.290 Vel = 2.118 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE., AGLE FIRF PROTECTION INC. BEST BUY 4 HEADS Page 11 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point Qt Pf/UL Eqv. Ln, Total Pf Pn 19 -11.35 4.31 12.000 21.569 to 120 0.0 0.0 21 84.98 0.0019 - - - - -- - ---- 12.000 - 0.023 - Vel = 1.869 21 -12.40 4.31 10.000 -- 21.593 -- - - to 120 0.0 0.0 23 72.58 0.0014 10.000 - . _... 0.014 Vel = 1.596 23 -14.11 4.31 6.000 21.607 _ to 120 0.0 0.217 25 58.47 0.0010 6.000 0.006 Vel = 1.286 25 -15.40 4.31 12.000 21.829 to 120 0.0 0.0 27 43.07 0.0006 12.000 0.007 Vel = 0.947 27 -17.78 4.31 10.000 21.836 to 120 0.0 0.217 29 25.29 0.0002 10.000 0.002 Vel = 0.556 0.0 25.29 22.055 K Factor= 5.39 2 29.13 6.357 15.500 20.513 to 120 0.0 0.0 4 29.13 0.0001 15.500 0.001 Vel = 0.294 4 168.89 6.357 14.000 20.514 to 120 0.0 0.217 6 198.02 0.0014 14.000 0.020 Vel = 2.002 6 22.60 6.357 11.000 20.750 to 120 0.0 0.217 8 220.62 0.0017 11.000 0.019 Vel = 2.230 8 19.52 6.357 14.000 20.985 to 120 0.0 0.0 10 240.14 0.0020 14.000 0.028 Vel = 2.427 10 15.90 6.357 14.000 21.013 to 120 0.0 0.0 12 256.04 0.0023 14.000 0.032 Vel = 2.588 12 13.08 6.357 14.000 21.045 to 120 0.0 0.217 14 269.12 0.0025 14.000 0.035 Vel = 2.720 14 11.11 6.357 13.000 21.296 to 120 0.0 0.0 16 280.23 0.0027 13.000 0.035 Vel = 2.833 16 10.18 6.357 14.000 21.330 to 120 0.0 0.0 18 290.41 0.0029 14.000 0.040 Vel = 2.936 18 7.80 6.357 14.000 21.370 to 120 0.0 0.217 20 298.21 0.0030 14.000 0.042 Vel = 3.014 20 11.34 6.357 12.000 21.628 to 120 0.0 0.0 22 309.55 0.0032 12.000 0.038 Vel = 3.129 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIR,F PROTECTION INC. Page 12 BEST BUY 4 HEADS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *#***"* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 22 12.41 6.357 3E 1T 1G 27.183 52.855 6.041 10.000 21.667 U 1 400.00 to 1E 120 415.000 34.614 0.0 0.0 150 24 321.96 0.0034 BK2 894.54 10.000 0.034 Vel = 3.2.55_ 24 14.11 6.357 7.98 1 E 6.000 21.701 36.815 to to 150 120 52.855 86.074 0.0 0.217 894.54 0.0050 26336.07 - --------- 0.0037 ---- - - - -- -- 6.000 - - -- - 0.022 ----- Vel = 3.397 26 15.40 6.357 15.750 21.940 _ .. .. -_ to 120 0.0 0.217 28 351.47 0.0041 - _ _ 15.750 - 0.064 _ - Vel = 3.553 28 17.78 6.357 1E 17.603 18.583 22.220 to 120 17.603 0.0 30 369.25 0.0044 36.186 0.160 Vel = 3.733 30 25.29 8.249 2E 21.141 43.500 22.380 to 120 42.282 0.0 TOR 394.54 0.0014 85.782 0.121 Vel = 2.369 TOR 0.0 8.249 1A 34.061 16.000 22.501 to 120 1B 14.094 48.155 6.930 BOR 394.54 0.0014 64.155 0.090 Vel = 2.369 BOR 100.00 7.71 6E 22.988 217.000 29.521 K Factor = 100.00 to 150 2F 11.494 160.905 4.000 Fixed loss = 4 BK1 494.54 0.0020 377.905 0.743 Vel = 3.398 BK1 to U 1 0.0 494.54 7.98 150 0.0017 3E 1T 1G 27.183 52.855 6.041 70.000 140.437 210.437 34.264 0.0 0.350 U 1 400.00 7.98 1E 27.183 415.000 34.614 to 150 27.181 0.0 BK2 894.54 0.0050 442.181 2.201 BK2 0.0 7.98 1 E 27.183 15.000 36.815 to 150 1 T 52.855 86.074 0.0 TEST 894.54 0.0050 1 G 6.041 101.074 0.503 .0 894.54 Vel = 3.172 Qa = 400 Vel = 5.738 Vel = 5.738 37.318 K Factor = 146.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram EAGLE FIRE PROTECTION I -NC. Page 13 BEST BUY 4 HEADS Date 1 c- 29.13 1A - 29.13 loo - 29.13 101 r- 29.13 102 - 29.13 103 - 29.13 2A F 29.13 2 1 29.13 ? 29.13 ' 3 -> 225.653A -. 225.65104 -> 125.81105 -> 27.71 106 - 70.29 107 - 168.894A F 168.89 4 1 19651 T 198.02 5 a- 22.59 5A - 22.59 108 - 22.59 109 < 22.59 110 <-- 22.59 111 t 22.59 6A t- 22.59 6 T 173.9'_ 7 - 19.52 7A i- 19.52 8A F 19.52 8 T 154.40 T 240.14 9 <- 15.90 9A - 15.90 1 O - 15.94) 10 T 138.50 T 256.04 11 F 13.08 11A F 13.08 12A F 13.08 12 12;,42 T 269.12 13 F- 11.11 13A F 11.11 14A F 11.11 14 T 114.31 T 280.23 15 - 10 17 1 SA <-- 10.17 16A +- 10.17 16 T 104.13 T 290.41 17 - 7.81 17A 7.81 18A <- 7.81 18 T 96.33 19 - 11.34 19A F-- 11.34 20 F 0.01 20A 44.98 21 - 12.41 2 1 A - 12.41 2 2 A <- 12.41 22 T 72.58 T 321.96 23 «- 14.11 2 3 A - 14.11 2 4 A - 14.11 24 T 58.=' T 336,07 25 - 15.40 25A - 15.415 2 6 A - 15.40 26 T 43.07 T 35147 27 - 17.79 27A E-- 17.79 28A F 17.79 28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram T 25. 29 T 369,25 29 «- 25.29 29A F- 25.29 30A f- 25.29 30 1 29.13 3 r- 196.51 rj 173.92 7 <- 154.40 9 e- 138.50 11 <- 125.42 13 e- 114.31 15 - 104.13 17 - 96.33 19 t-- 84.98 21 r- 72.58 23 2 - 29.13 4 <- 198.02 6 - 220.62 8 t- 240.14 10 F 256.04 12 F 269.12 14 r- 280.23 16 <-- 290.41 18 F 298.21 2 0 F 309.55 2 2 i- 321.96 2 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram EAGLE FIRE PROTECTION INC. Page 14 BEST BUY 4 HEADS Date 23 58.47 2S F 43.07 27 25.29 29 24 - 336.07 26 a- 351.47 28 a- 369.25 30 E- 394.54 TOR F 394.54 BOR - 494.54 BK1 <- 494.54 U1 i- 894.54 BK2 , 894.54 TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 302-2526 Plans Review Sheet Date: December 6, 2004 Business Address: 1501 Rinehart Road Occ. Ch. #36 Mercantile Business Name: North American Properties Ph. ( ) Contractor: Eagle Fire Protection Inc. Ph. (407) 656-8387 FAX (407)656-9405 Reviewed [ ] Reviewed with comment [.,X l Rejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examine Comment: Instillation of One (1) types of design area. Wet system ceiling exposed Retail store 217 fire sprinkler head installation. Application— Per N.F.P.A. #13-1999 Ed, Design System #1= General Sales Area (ceiling exposed) ➢ Viking 1/2" Chrome Recessed @ 155 degrees Pendent 14 ➢ Viking Ml/2"Chrome @ 155 degrees Pendent 9 ... . .. ..-J 1 CITY OF SANFORD PERMIT APPLICATION Permit # : -`�� / Date: j— Z `' S Job Address: /5-0I 9l'tit L94�E7- Rolf:, - SAFi►1_b , F -L 3:? -7-71 1dts'% .SLSY' 13-609) Description of Work: Historic District: Zoning: Value of Work: $ 2 -5-, 000 1 Permit Type: Building Electrical Mechanical Plumbing Fire Sp4Rk w/Alarm X 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: Residential Commercial _X Industrial Total Square Footage: C Construction Type: � # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: �4 U . 11.,30 Owners Name & Address: CJ �i d (Attach Proof of Ownership & Legal Description) Phone: Iq Contractor Name &Address: AEP W A Y GX Ari o -J / qq O % V) N 4 L;h b iZ o74ii 5 i,.1 ) T6 '- � State License Number:: L F Phone & Fax: q 6 -7A Y y Sri % � Contact �Person: J,fQ�,�.�/%'FR )'f -t? Phone: h1d7 .2 YV -,5-7 7 7 Bonding Company: a R P— � % T Address: Mortgage Lender: Address: Architect/Engineer: �, -, -A,- I—' — Phone: -* : Addresss 1,4 Fax: - x Application is hereby made torobtain a permit to do the work dJSVELLS,TOOLS s as r�idigatpd I certify that no work or installation has commenced prior to the issuance of a permit and that a ' woak will in s all law regulatingconstruction in this jurisdiction. I understand that a separate permit must be secured for.EL QT'k1CAL K 1, I I , 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. WAI�N[h G 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 requireme s ZFI1a n aw, 713.%//5Signature of Owner/Agent Date Signature of Contractor/A/FS Date 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: Bid :(t / Z u 6 5 Zoning: (Initial & Date) Special Conditions: Ebic)A� 5 L��f Print Contractor/A'",e 1e)S IgJre'�ofN.tary-e of Floridaj)at� oupY P& ttac el Threet ? My Commission DD155581 OF d Expires October 07 2006 Contractor/Agent is Personally Known �o Me or Produced ID A (Initial & Date) Utilities: `FD: I F'— (Initial & Date) ^- (Ihiti Date) Associated Land Surveying & Mapping, .Inc. 1.01 Wy nore :Road, Suite 1. 10 Altamonte Springs, Florida. 32714 Phone: (407)869-5002, Fax: (407)869-8393 Certificate of Authorization Number LB 6767 March 7, 2005 To: City of Sanford Building Division P.O. Box 1788 Sanford, Fl. 32772-1.788 RE: Best Buy (Located next to Wal-Mart Super Center) 1501 N. Rinehart Road Sanford, Florida Lot 1, Best Buy On Rinehart Road, Plat :Book 66, Pages 49 & 50 To whom it may concern: This letter is to certify that the finish. floor elevation of the building is 47.06 feet. The floor elevation meets or exceeds the requirements set forth in the City of Sanford Code Chapter Sec. 6-7(a). Sincerely, David M. McDermott, P.S.M. 4779 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES TgO'E # 407-302-1091 * FAX #: 407-330-5677 DATE: 6v PERMIT #: ,Os - BUSINESS NAME / PROJECT: Ru -- ADDRESS: �O44-11 PHONE N .: ��FAX NO.-C407),Z , �— 'i I"Y S/�NL�oRD CONST. INSP. [ ] C / 0 INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] F. A, F. S. [ ] HOOD [ ] PAINT BOOTH BURN P RMIT [ ] TENI PERMIT ANK PERMIT , ] OTHER]LL'--�j�41 TOTAL FEES: $ (PER UNIT SEE BELOW) COMMENTS: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit r 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 c ply with all applicable codes and ordinances Of t e Cit "of Sanford, Florida. i / San ord Fire Prevention Divisi pplica is Signature