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Home My WebLink About501 Springview DrMAY 2 P11 Nil CITY OF SAN -FORD B-U:IL DI G PERM -ft APPLICATION Application No: -7 T7 Documented Construction Value: $ .41 Job Address: - MY Historic District: YesEl NoEl Parcel ID: zoiniingg-- 01- 45r. Description ofWork: Plan Review Contartift'e'son: A"zo Az6r-- Tide: P",7497A Phone: 4IR7 //0 O93P Fax: M07 / 294 '73 E-mail: Property. Owner IrfftT M-ati6n Name 0"Wepz 'k Phone: q07_ 33.P- - 66"::2-7- Street: 6P/ t& Am Resident of property?: 49t City, State Zip: 52*ka Contractor Itnfor mation Name Phone: 407 40l OS U Street: 72 Fax: 401 /.- - 79j!nr C,C++a 7i State License No.: A_76_P W Name: Street: City, St, Zip: Bonding Company: Address: Architect./Eng1neor Information Phone: Fax: E-mail: Mortgage Lander:,) I Address: PERMIT IN -FORMATION Building Permit 13 Square Footage: — No. of Dwelling Units: Electrical 13 New Service - No. of AMPS: Construction Type: No. of Stories: Flood Zone: Mechanical 0 (Duct layout required for new systems) Plumbing 0 New Construction - No. of Fixtures: Fire Sprin'kl'er/Alarm E3 No. of heads- Application is hereby i. ade to obtain a ,permit to do the work and installations as indicated. I certify that la;o work or installation his commenced prior to the issuance of a permit and. that all work will be performed td •: meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical works, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AV.l'IDAVIT: I cirii£y that all of the foregoing information is acrurzte and that all work will be done in compliance with all applielblelaws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMI;NT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF You INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR. LENDER OR AN ATTORNEY BEFORE •R'COW)ING YOUR NTOTI,'CE 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 ptiubliz records of this country, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of: permit is verification that I will notify the owner of the -property of the requirements of Florida Lien Law, FS 713. The City of: Sanford requires payment of a plawreview fee_ A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past pei-mit activity levels. Should calculated charges exceed the documeked construction value when the executed contract is submitted, ored.i.t will; be applied to your permit fees when the permit is released.. Signature of Owner/Agent Date Print Ownot/Agent's blame Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONIN lQ 1)IUTILITIES: ENGINEERING: COMMENTS: Rev 11.08 1-• 027--11 Signature of Contractor/Agent Date Don r T be kW/ Print Contractor/Agent's Name Sturc of Notary -Staten orida Dateta FIRE: Contractor/Agent is Personally Known to Me or Produced ID Tye of ID _ t1y) l7 9! l le •° W 310 tlIP11111N°* 6121/2011 4:34 PM From: DeckerDoors Fax Number: 40724907110 Page 1 of 1 Seminole County Property Appraiser Get Infonnation by.Parcel Number .Page I o Tbtal $796.49 Stock Ci/Sanford FR - fbgl 407 332-6527 0264 1983 1 littp://www.scpafl.org/,Areb/re web.seminole county title?parcel=10203050500000090&c... 6/21/2011 RL PROPERTY APO"— SER M; 91 K$R,$T 91T 24"Foon, 4or .*-it; 71 -Vo 0 .. VALUE SUMMARY 20111 2010 VALUES Working Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 10-20-30-505-0000-0090 Number of Buildings I I Owner: TAYLOR EDWARD P & MARGUERITE Depreciated Bldg Value $69.250 76.051 Mailing Address: 501 SPRINGVIEW DR Depreciated EXFT Value $1,885 1.985 City,State,ZipCode: SANFORD Fl. 32773 Land Value (Market) $15.000 18,000' Property Address: 501 SPRINGVIEW DR SANFORD 32773 Land Value Ag $0 0 Subdivision Name: GROVEVIEW VILLAGE IST ADD REPLAT JustlMarket Value $86.135 96.036 Tax District: Sl-SANFORD PortablityAd] $0 0 Exemptions: 00 -HOMESTEAD (2006) Save Our Homes AdJ $0 0 Der: 01 -SINGLE FAMILY Amendment I AdJ 0 Assessed Value (SOH) 1 $86.1351 96.036 Lax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 86,135 $50.000 36,135 Amendment 1 adjustment is not applicable to school assessment) Schools 86,135 $25,000 61,135 City Sanford 86.135 $50.000 36.135 SJWM(SaInt Johns Water Management) 86.135 $50.000 36.135 County Bonds 86.1351 $50,0001 36.135 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/imp Qualified WARRANTY DEED 02/2004 06222 0472 $143.000 Improved Yes 2010 VALUE SUMMARY WARRANTY DEED 0212001 04026 0221 $102,000 Improved Yes 2010 Tax Bill Amount: 1.120 WARRANTY DEED 01/2001 04002 0963 $62,000 Improved Yes 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSWARRANTYDEED07/1986 01768 1736 $67.000 Improved Yes WARRANTY DEED 11/1983 01601 0263 $56,900 Improved Yes Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND PLATS Pick Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1 000 15'000 00 $15.000 LEG LOT 9 GROVEVIEW VILLAGE 1ST ADD REPLAT PB 26 PGS 4 TO 6 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building 1 SINGLE FAMILY 1983 6 1,390 1.930 1,390 CONC BLOCK $69.250 78,249 Sketch Appendage I Scift OPEN PORCH FINISHED 140 Appendage I Scift GARAGE FINISHED/500 NOTE: Appendage Codes included in Living Area Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch FinishedBase SemiFinshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est Cost Now WOOD DECK 2002 217 694 $1,085 ALUM SCREEN PORCH W/CONC FL 2002 200 1.191 $1.700 3 TE: Assessed values shown are NOT certified values end therefore are subject to change before being finaltze6for ad valorem tex purposesifyourecentlypurchasedahomesteadedpropertyyournextyear's property tax writhe based on Just/Market value 1 littp://www.scpafl.org/,Areb/re web.seminole county title?parcel=10203050500000090&c... 6/21/2011 5/26/2011 5:00 PM From: Deckerpoors Fax Number: 4072490710 Page 2 of 2 INSTALL PURCHASE ORDERS Date: 05/26/2011 Page: 2 Use this number to invoice The Home Depot) P.O. Nbr 67425782=====__ For customer: DEMONBREUM, SHERI=====__ Rll 522-661 1.00 EA E/O 16OZ WINDOW & DOOR GREAT ST 50201 424-210 1.00 EA PET DOOR VINYL 78" TALL 06/05/2011 PATIO DOOR -NAT BASIC INSTALLATION LABOR INCLUDES: SLIDING PATIO DR UP TO 72X96 Quantity: 1.00 UM: EA Price Ea.: $444.00 Extension: $444.00 OPTIONAL LABOR PURCHASED: O1 HAUL AWAY OF EXISTING DOOR Quantity: 1.00 UM: EA Price Ea.: $15.00 Extension: $15.00 25 PERMIT AND ADMINISTRATIVE FEE (QTY X $1.00) Quantity: 147.00 UM: EA Price Ea.: $1.00 Extension: $147.00 CUSTOM WORK: 01 INSTALL VINYL PET DOOR Quantity: 1.00 UM: EA Price Ea.: $35.00 Extension: $35.00 INSTALLATION LABOR SUB -TOTAL: $641.00 CREDIT FOR MEASUREMENT: -$50.00 INSTALLATION LABOR TOTAL: $591.00 00051000 P.O. Nbr 67425782=====__ II X C rbr- 00 None tgw.m Phone TAYLOR—EDWARD ------ 407 754-7765 --- STOCK MERCHANDISE TO BE DELIVERED: For permitting. A4"v- 501 SPRINGVIEW DR MrkMmA (407) 754-7765 S CUSTOMER INVOICE Compony Manse SANFORD Store 0264 LAKE MARY Phone: (407) 333-965€3 4603 W LAKE MARY BLVD LIM& Salesperson: JHH074 LAKE MMY, FL 32746 Reviewer: C rbr- 00 None tgw.m Phone TAYLOR—EDWARD ------ 407 754-7765 --- STOCK MERCHANDISE TO BE DELIVERED: A4"v- 501 SPRINGVIEW DR MrkMmA (407) 754-7765 REF # SKU QTY UM DESCRIPTI0I4 Compony Manse SANFORD e D"460"Q" ENTRY INSTALL stas FL Zip 32773-5950 °o r`Y SF MIIdOI E —^ _ Page 1 of 4 No. 0264-320351 REPRINT 2011-06-22 10:08 0 a Lm INSTALLER DELIVERY #9 MERCHANDISE AND SERVICE SUMMARY REFI# 101 STOCK MERCHANDISE TO BE DELIVERED: REF # SKU QTY UM DESCRIPTI0I4 TAX 3'R E7CTEWSit3111 R02 515-007 1.00 EA EIO 36XBORH314 OVAL.SMOOTHFG IS NBM N U0 329.00 004 565-447 18.00 LF CASING WM366 PFJ 111'16X2-114 A3 1,4-94 J305 526-910 18.00 LF BRIGK WM176 PFJ 518X1-518 87 16.Sfa R06 522-661 1.00EA1 E1O 1602 WINDOW & DOOR GREAT STUFF 6.98 R07 1 155-400 3.001 EA I 1X6-8 PT APPEAR WEATHERSHIELD N 4.97 14.91: 5380.49 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER 1AIILL SCHEDULE INSTALLER WILL DELLVER MDSE TO: SITE OF INSTALLATION #101 AT TIME OF ON. a INSTALLATION #1 Wxi o O0 E O \ \JJ LL C` Check your cu..eR t orrdd/er status online at LL ' wvrw homedepot.camlorderstatus v O ,. N ( N O Page 1 of 4 No. 0264-320351 a NN BEGIN DATE: OSM112011 Cusbomer Copy ESTIMATED R9STALL END DATE: 0712112011 a N a 0 0 m N v d E z LL M M MMM1` 0 X ICU 10V 0 N CKO b0 SPECIAL SERVICES CUSTOMER INVOICE - Continuer) Last Mame: TAYLOR Page 2 Of 4 No. 0264-3203151 INSTALLATION #1 Continued) REP 4101 MERCHANDISE TO BE INSTALLED: REi= — —5R0-- —T—------------ DESCRIPTION R02 515-007 1.00 EA EIO 36XWRH3l4 OVALSM0QTHFG fS NBM R04 665-447 18.00 LF CAS4NG WM366 PFJ 71116X2-114 R05 526-910 - 18-00 LF BRICK WM176 PFJ 518X1-518 R06 622-661 1.00 EA 00 160Z WINDOW & DOOR GREAT STUFF T R07 155 4fl0 3.110 EA 1X6-8 Pi APPEAR WEATHERSHIELD BASIC INSTALLATION LABOR: SKU — 0ESCRIPTI N QTYI UM ITAXI PRICE EAC 4 I EXTENSM 898-501 EXTERIOR DOOR-NATIPRE-HUNG DOOR UP TO 36X96 1.013 EA i+i $as871)D 2g .[ip QPTIONAL LABOR SELECTED INCLUDES: oPTlON DESCRIPTION ----- QTY i.sM TAX PRICE EACH EXTENSKM 1I HAUL AWAY OF EXISTING DOW 1-00 N 16,00 15.00 WSTALLA'IIQN SITE NAME: TAYLOR EDWARD INSTAL. LABOR CHAIXW: 3w.00 ADDRESS: 501 SPRINGVIEW DR RIP CHARGE—' S0.0000 CITY: SANFORD STATE: FL ZIP: 32773-5950 CREDIT FOR DEPOSITIMEASURE: DO COUNTY: SEMINOLE SALES TAX RATE: 7.00() TAX: Merchandise - N LABOR - N • 252,00. PRONE 407 332-6527 ALTERNATE PHONE: 40 754-7765 BASIC INSTALLATION LABOR INCLIJOES: PREANSTALLATION AND "SITE MEASURE FEE APPLIED TO EXISTING DOM PURCHASED INSTALL ' INSTALL NEW INTERIOR CASING AND EXTERIOR TRIbCAMOMADIM DELPJ RY OF DOOR AND ALL -JOB BELATED MATERIALS SY OFTHE NEW 00DR WHEN 711E CASWGIT iIM IS T"E SAME SW OR INSTALLER (UP TO SO MILES FROM STORE) WIDER (CUSTOMER PROVIDES) REMOVAL OF EXISTING DOOR UNIT 'INCLUDE MON-COLCIR50 STUCCO PATCH UP TO 4` FRW JAW AFTER INSTALL NEW SLAB OR PR541UNG EXTERIOR DOOR UNIT EXTERIOR MOULDING IS INSTALLED, VWiEN APPIJCABLE INSTALLER TO PROWDE NECESSARY FASTENERS, SHIMS AND ' PRE -HUNG DOOR UP TO 77X96 INCLUDES DOUBLE DOORS AND DOORS CAULKING IMTH SIDELIGHTS (FACTORY MULLED) INSTALL NEW OA EXIS`BNG LOCKSET AND KICK PLATE(IF — ' FINAL CLEAN UP OF ALL DEBRIS RELATED TO INISTALLATtON CONT3NEM0 ON NEXT PAGE Page 2of4 cu • Now 0264-320351 Customer Copy v 0 0 in aN C, m E z 0 LL 2 CL NvN O a N 0 M a M M M rl 0 x LU N0 LnA. M ch O SPECfAL SERVICES CUSTOMER INVOICE - Continued Last Name: TAYLOR Page 3 of 4 No. 0264-320351 INSTALLATION #1 Cordinued) REF #101 APPLICABLE ON NEW DOOR (CUSTOMER PROVIDES) FINAL INSPECTION WITii CUSTOMER INCLUDING INSTRUCTIONS ON y A9JU%s7 Be R Te ENSURE PROPER-OPERA=W------------------------------- qT{g-------------------------------------- DRILL HOLE IN JAMS FOR ALARM WIRING IN SAME LOCATION AS UNLESS STATED ABOVE TMS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 STUCCO PATCH GREATER THAN 4`, PAINT AND STAINING INSTALL FIXED AA10H TRANSOM LITE IN EXISTING OPENING DISCONNECT AND R€-SCCROLECT OF SECURITY SYSTEh1,sAmR mG REPAIR CARPENTRY TO EXISTING OPENING PLASTER, DRYWALL OR SIDING WORK SPECIAL NOTES: AN ADULT OVER 1 a YEARS OF AGE WITH THE AUTHORITY TO MAKE BEFORE COMPLETM THE U41STALLA'' UX4. AiRBOR NE DUSTIN OTHER DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE PARTS OF T14E HOME IS A NATURAL OCCURRENCE AMD IS THE INSPECTION (WHEN APPLICABLE), DELIVERY AND ItNSTALLATM RESPONSIBILITY OF THE •CUSTOMER. CHILDREN AND PE'T'S MUSS` BE KEPT AWAY FROM THE WOfiK AREA THE IN STALLER WILL PROVIDE Tf1E #ilMUFACTURERS PRODUCT IELETRI0TY MUST BE ACCESSIBLE TO THE WORK AREA MANUAL. AND WARRN4TY CARD TO THE CUSTOMER. PLEASE REFER IT MAY BE NOI.9Y OURiNG YOUR INSTALLATION TO THIS f OR WARRAMTY REQUIRFLiE OM AMD MAINTENANCE CANCELLING APPCZNNTMENTS V411TH INSTALLERS OR MISSING- RECOMMENDATIONS. SCHEDULED APPOINTMENTS WILL LEAD TO AMT101NAL CHARGES WORK ON SUNDAYS OR HOLIDAYS is NOT AVAKjk8LE TIRE NSTALLER WILT. BROOM CLEAN THE IMMEDIATE WORK AREA E{+1i9 OF-94STALL #1 INSTALLATION #2 FIEF # 108 ESTIMATED INSTALL BEGIN DATE: 0&2112011 ESTIUATED LNSTALL END DATE: 0712112011 BASIC INSTALLATION LABOR: SKU DESCR1PTfON OTY UM .. TAX PRICE -EACH I EXTENSION 114-442 BUILDING MATERIALS PERMIT FEE - NAT/ — U.00 EA N 0.J00 OPTIONAL LABOR SELECTED INCLUDES. 0.011 t f flid7'IRfJ l'11 l41d Yt Y7 !A 1!C`+1+i o Page 3 of 4 N No. 0264-320351 10 M M O X LL! 110N 0 0% 0 N N 100 SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Dame.: TAYLOR Page 4 of 4 No. 0264-320351 INSTALLATION #2 jc0nw"rj) REF #108 OPTION DESCRIPTION QTY T U! TAX PRICE EACfd EXTENSION 164.ty0 EA i11 1.00 164.00 lNSTfiJJATf0H SITE WIhilE: I TAYLOR EDWARD ---- INSTALL LABOR CHARGE---- 164.00 ADDRESS: 501 SPRINGVEEW DR TfUP CHARGE: CITY: SAN FORD STATE: FL ZIP: 32773-5950 CREDIT FOR DEPOS17TIMEASOREc 19:99 00 COUNTY-- SEMINOL E SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N 164 .00 PHONE: (407) 332-6527 ALTERNATE PHONE: 4017 754-7765 T BASIC JNSTALLATiON LABOR INCLUDES: PERMIT FEE 4ENTER TOTAL 00LLAfi VALUE FROM 51TE4NSPECn0N FORM; COST$1-00 & RETAIL$1.00 SPECIAL NOTES: CUSTOMER IS RESPONSIBLE F OR THE PAYMENT OF THE PERMIT. END OFH WALLiI2 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES 7s7E7%.49 7 00 END OF ORDER Nay 11264-320357 Page 4 of 4 No. 02$4-320351 Custormr Gopy ci 7a Irr- si YncPi 3 2,7773 Opening will meet 35 PSS' +/- requirement Rvlac& 4mi rn ry Avr UL v M Florida Building Code Online i littp:%/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQ... sbb;& Product Manufacturer Trinity Glass International Address/Phone/Email 4621 192nd Street East Tacoma, WA 98446 253)875-7300 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rldcw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Wendell W. Haney the Evaluation Report Florida License PE -54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By L.F. Schmidt, P.E. F Validation Checklist - Hardcopy Received Certificate of Independence FL11165 RO COI CERT OF INDEPENDENCE.adf Referenced Standard and Year (of Standard) Standard YM ASTM E1300 2002 ASTM E1300 2004 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 1 of4 3/4/2009 12:19 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQ.. Date Submitted 08/05/2008 Date Validated 09/08/2008 Date Pending FBC Approval 09/22/2008 Date Approved 10/14/2008 Summary of Products r FL # Model, Number or Name Description 11165.1 A. Premium Uplite Fiberglass Door 6'8 Glazed Single Premium Uplite "Non -Impact" Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11165_ RO_II_INST 11165.1.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 11165.1 for Design Pressure Ratings by FL11165 RO AE EQ-E84-05-04.pdf specific Model and for any other additional use limitations and FL11165 RO_AE_EVAL 11165.1.pdf Installation Instructions. (Note - ASTM E1300-02 utilized for Created by independent Third Party: Yes areas inside the HVHZ) 11165.2 B. Premium Upiite Fiberglass Door 68 Glazed Single with Sldelite Premium Uplite "Non -Impact" Fiberglass Door - Outswing / Inswing (OX or XO) Continuous Head and Sill Configurations Limits of Use Installation Instructions Approved for use In HVHZi Yes FL11165 RO II INST 11165.2.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created -by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11165.2 for Design Pressure Ratings by FL11165 RO_AE_EQ-E84-05-04.Pdf specific Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.2.pdf installation instructions. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas Inside the HVHZ) 11165.3 C. Premium Uplite Fiberglass Door 6'8 Glazed Single with Sidelite Premium Liplite "Non -Impact Fiberglass Door - Outswing / Inswing (OX or XO) Configurations Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11165 RO II INST 11165.3.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11165.3 for Design Pressure Ratings by FL11165_ R0_AE_EQ-E84-05-04.Pdf specific Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.3.0 Installation instructions. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) 11165.4 D. Premium Uplite Fiberglass Door 6'8 Glazed•Single with Sidelites Premium Uplite "Non -Impact" Fiberglass Door - Outswing / Inswing (OXO) Continuous Head and Sill Configuration Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11165 RO-11-INST 11165.4.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Reslstanti No Created by Independent Third Party. Yes Design Pressures NIA Evaluation Reports Other: See INST 11165.4 for Design Pressure Ratings by FL11165 RO AE EQ-E84-05-04.pdf specific Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.4.pdf installation Instructions. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) 11165,5 E. Premium Uplite Fiberglass Door 6'8 Glazed Single with Sidelites Premium Uplite "Non -Impact" Fiberglass Door - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11165 RO II INST 11165.5.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11165.5 for Design Pressure Ratings by FL11165 RO AE EQ -1284-05-04.0f specific Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.5.pdf Installation Instructions. (Note - ASTM E1300-02 utilized for Created by independent Third Party: Yes areas inside the HVHZ) 11165.6 F. Premium Uplite Fiberglass Door 6'8 Glazed Double Premium Uplite "Non -Impact" Fiberglass Door - Outswing / inswing (XX) Configuration 12 of 4 3/4/2009 12:19 PM Florida iiuilding Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQ.. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11165 RO II INST 11165.6.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11165.6 for Design Pressure Ratings by FL11165-RO-AE EQ-E84-05-04.pdf specffic Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.6.pdf Installation instructions. (Note - ASTM E1300-02 utilized for Created by Independent Third Parry: Yes areas inside the HVHZ) 11165.7 G. Premium Upilte Fiberglass Door 6'8 Glazed Double with Sidelites Premium Uplite "Non -Impact" Fiberglass Door - Outswing / Inswing (0)0XO) Configuration Limits of use Installation Instructions Approved for use in HVHZ: Yes FL11165 RO II INST 11165.7.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: See INST 11165.7 for Design Pressure Ratings by FL11165 RO AE EQ-E84-05-04.pdf specific Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.7.pdf installation instructions. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) 11165.8 H. Premium Fiberglass Door 6'8 Single Premium Opaque "Non -Impact" Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11165 RO II INST 11165.8.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54156 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: See INST 11165.8 for Design Pressure Ratings by FL11165 RO AE EQ-E84-05-04.pdf specific Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.8.pdf Installation instructions. Created by Independent Third Party: Yes 11165.9 i. Premium Fiberglass Door 68 Single with Sidelite Premium Opaque "Non -Impact" Fiberglass Door - Outswing / Inswing (OX or XO) Continuous Head and Sill Configurations Limits of Use Installation Instructions Approved for usein HVHZ: Yes FL11165 RO II INST 11165.9.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistants No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: See INST 11165.9 for Design Pressure Ratings by FL11165 RO AE EO-E84-05-04.pdf specific Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.9.pdf installation instructions. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas Inside the HVHZ) 11165.10 J. Premium Fiberglass Door 618 Single with Sidelite Premium Opaque "Non -Impact" Fiberglass Door - Outswing (OX or XO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11165 RO-11--INST 11165.10.pdf Approved for use outside HVHZ.- Yes Verified By: Wendell W. Haney, P.E. 54158 impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 11165.10 for Design Pressure Ratings by FL11165 RO AE EQ-E84-05-04.pdf specific Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.10.pdf installation instructions. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) 11165.11 K. Premium Fiberglass Door 618 Single With Sidelite Premium Opaque "Non -Impact" Fiberglass Door - Outswing / Inswing (OXO) Continuous Head and Sill Configuration Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11165-RO-II-INST 11165.11.0f Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 11165.11 for Design Pressure Ratings by FL11165 RO_ AE_ EQ-E84-05-04.pdP specific Model and for any other additional use limitations and FL11165-RO-AE-EVAL 11165.11.pdf installation instructions. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) 11165.12 L Premium Fiberglass Door 6'8 Single with Sidelites Premium Opaque "Non -Impact" Fiberglass Door - Outswing (OXO) Configuration Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11165 RO II INST 11165.12.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistants No Created by Independent Third Party: Yes of4 3/4/2009 12:19 PN I Florida Building Code Online bttp://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQ Design Pressure: N/A Evaluation Reports Otheri See INST 11165.12 for Design Pressure Ratings by FL11165 RO AE EQ-E84-05-04.pdf specific Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.12.pdf installation instructions. (Note - ASTM E1300-02 utilized for Created by Independent Third Party; Yes areas Inside the HVHZ) 11165.13 M. Premium Fiberglass Door 618 Double Premium Opaque "Non -Impact" Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL11165 R0_ 11 -INST 11165.13.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11165.13 for Design Pressure Ratings by FL11165 RO AE EQ-E84-05-04.Pdf spedfic Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.13.pdf installation instructions. Created by Independent Third Party: Yes 11165.14 N. Premium Fiberglass Door 6'8 Double with Sidelites Premium Opaque "Non -Impact" Fiberglass Door - Outswing (OXXO) Configurations Limits Of use Installation Instructions Approved for use in HVHZ: Yes FL11165 RO II INST 11165.14.0f Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 11165.14 for Design Pressure Ratings by FL11165 RO AEE-E84-05-04.pdf specific Model and for any other additional use limitations and FL11165 RO AE EVAL 11165.14.pdf Installation Instructions. (Note - ASTM E1300-02 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) Back Next DCA Administration Department of Community Affairs Rarlde Building Cade Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 Q 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product APProvai Amepm, RR® a.s.nr raver• 4 of4 3/4/2009 12:19 PM R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL -11165.1 Date: August 5, 2008 Product Category. Exterior Doors Product sub -category: Swinging Exterior Door Assemblies Product Name: Premium Lip Lite Fiberglass Door Inswing / Outswing Non -Impact" Manufacturer: Trinity Glass International 4621 1922' Street East Tacoma, WA 98446 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Right Concept based on Rule Chapter No. 9B-72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code 2007 Edition) See Drawing No. FL -1 1165. 1prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL #.54158) for specific use parameters. 41 - y, .E. FL No. 54158 August 5, 2008 PF1122 Sheet i of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the 2007 FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-11165.1require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". 8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -11165.1 for size and design pressure limitations. endell W. .E. FL No. 5 58 August 5, 2008 PFI 122 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-11165.1prepared by RW Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (Fiberglass door skins by Trinity International) approval number NOA 05- 1206.01 issued by Miami -Dade BCCO. 2. Materials (PVC lite frames by Trinity International) approval number NOA 07-0828.01 issued by Miami Dade BCCO. 3. Materials (Polyurethane foam core) testing per ASTM E84-05 (ASTM E84-05 is equivalent to ASTM E84-04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ -E84-05-04 signed and sealed by Wendell W. Haney, P.E.)as performed by ETC Laboratories and reported in test report ETC -05-781-17122.0, signed by Joseph L. Doldan, P.E. 4. Materials (Polyurethane foam core) testing per ASTM E1929-96 (2001) as performed by ETC Laboratories and reported in test report ETC -05-781-17122.0, signed by Joseph L. Doldan, P.E. 5. Testing per TAS 202-94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 0"918-2, signed by Wendell W. Haney, P.E. 6. Testing per TAS 202-94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 08-01370020, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 06-0918- 2 and TEL 08-01370020. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load resistance calculations per ASTM E 1300 prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell W ney, .E. FL No. 5 158 August 5, 2008 PFI 122 Sheet 3 of 3 nlyi L GLU& INTERNATIONAL 4621 192nd STREET EAST TACOMA, WA 98446 PREMIUM LiPLITE FIBERGLASS DOOR INSWING / OUTSWiNG NON -IMPACT' GENERAL NOTES 1 TMs product has been evaluated and is in compliance with the 2007 Florida Building Code FBC) sfructurc requirements Nncludkng the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base moberial shag be beyond wag dressing orstucco. 3. When used in th® tIVH2'this product is required to be protected with an Impact resistant covering that complies w1H1 eclion 1626 of the 2007 FBC. 4. When used in arras outside of the WHE'r equking wind bone debris protection this product Is requrred to be protected with an impact neststant covering that compiles with Sectbn 1609.1.2 of the FBC. For N stud framing construction, anchoring of these units shag be tine same as that shown for2x buck masonry construction. 6. Site conditions that deviate from the detaft of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. O„y t+'ing configuration using threshold Item #25 meet waferinflitration requirements for 8. inswing configurations and outpWng configuration using threshold item #27 do not meet the water infiltrration requkements for the'HVHP and shill be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the o & between the edge of canopy or overhang to A is less than 45 degrees. 37—V MAX O.A. FRAME WDTH TMEOFCONiEMS SHW# OESCIOWN 1 Typtcoleleyallonsdesignpromm &geneml notes 2 Doan tnrcoft ctW deids Sg detoh 3 cross sections 4 Veftci cross sections 5 Buck and tame anchoring - 7X buck masonry construction 6 Franc anchoring -1X buGcmasorvy contraction 7 h 8 Bil of materkis 37—V MAX O.A. FRAME WDTH an FL -11185.1 V y or x Y^,.F a,.`'3 ',ltj ai'f c..,i tr an FL -11185.1 V y or 35.75' MAX. PANEL WIDTH 21.00" MAX DL^ o w OREMAIN UPLTIE BBFRGLASS L100R s EE ETAIL T DETAIL 1 EXTERIOR INTERIOR 1 _'XHORIZONTAL CROSS SEC17ON LOCK BLOCK PVC STILE CAP — LVL STILE A. THK GLASS 1/BTEMPERED GLASS AIRSPACE 1/BTEMPERED GLASS LDAU. 1mm L PVC I I I I I A c COMPOSITE om- 5/09/08 3RAIlL soar: N.T.S. ` wa Qr. W c cm Ys WWH 3 r2 N VEIMCAL CROSS SECUON °WAN NOU A.-11165.1 c sNtEr ova c° c 1-1/4'MIN. 4 4 EMB. (TYP.) W 2 G 4 \A M a M2 7 F ! INTERIOR 22 1a o• ° . n S 3 3 21 ILA p• ui i EXTERIOR ia t-1/4"MIN. 23 M A z 1-1/4*MN. EMB. f1YP.) E EMB. (TYP.) r 1 HORIZONTAL CROSS SECTION N 0 J 374 3 w/Msub-bucksubstin,rmg I J concrete screws for wood screws per 1) G 4 4 4 section 1714.5A.2 of the FBC G a 0.15 0.15 C'SINK C'SINK r w TYP.) (TYP.) Z Z C 2 INTERIOR INTERIOR a III 1 • •' 12 i y la z0 °.. K 24 ZI L9 26 EXTERIOR EXTERIOR L MSL` F— 09/08 D B 1g g D 914M N.7S 9 DM sn YV m E E nuc ft VYIYH 3HORIZONTALCROSSSECTION2HORIZONTALCSECTIONDPARMea.: rc Sna improved Wshownso oved FL -1 I f85.1 Cl srsa or " m 1" MIN. FROM 1"MM. FROM MASONRY EDGE MASONRY EDGE TYPJ (TYP.) oV EXTERIOR 2-1/7MIN. FROM 2-1/2'MIN. FROM MASONRY EDGE MASONRY EDGE ITYP.) I (TYP.j g i a gq fa= 8 F EXTERIOR INTERIOR 7 r2_*N VERTICAL CROSS SECTION 4 Shown wllXsub-buck subsl uiin®, Concrete SCrews for wood Screws per V Section 1714.8.4.2 of the FBC All ANTERIOR VERTICAL CROOSuSn SECTION VERTICAL CROSS SECTION sae gerreral nofites, sheet t \ ` lfor °HVHZ" water Watrotlwree gand not n9ieet i requirements for nwbtilaterinhotion 4/6/2011 11:01 AM From: Deckerpoors Fax Number: 4072490710 Page 1 of 2 DETAIL STARTS HERE Merch is in early. INSTALL PURCHASE ORDERS Date: 04/06/2011 Page: 1 FROM: HOME DEPOT U.S.A., INC. FAX: (407) 903-9316 STORE 6367: MILLENIA PHONE: (407) 226-1066 Ext. 4403 MILLENIA PLAZA WAY ORLANDO, FL 32839 Use this number to invoice The Home Depot) P.O. Nbr 67425526======= For customer: LEE, LUDIE======= 235-022 STORM/SECURITY DOORS - NAT INSTALLATION SITE: LEE, LUDIE PHONE: (407) 295-0714 Ext. 3612 WELLS ST ORLANDO, FL 32805-5120 TRIP CHARGE: $0.00 CUSTOMER NAME: LUDIE LEE PHONE: (407) 295-0714 WORK Ext ORDER: 149029 REF #: I01 MERCHANDISE TO BE INSTALLED: REF # SKU QUANTITY UM ITEM DESCRIPTION EXPECTED ARRIVAL R04 252-677 18.00 LF BRICK WM180 PFJ 1-1/4X2 50201 693-241 1.00 EA <> 36" W X 80" H - D, R.O. N/ 04/13/2011 MERCHANDISE WILL ARRIVE AT SITE VIA THE FOLLOWING: Customer is responsible for picking up the following merchandise: REF # SKU QUANTITY UM ITEM DESCRIPTION EXPECTED ARRIVAL S0201 693-241 1.00 EA <> 36" W X 80" H - D, R.O. N/ 04/13/2011 Call Store to schedule pick-up of the following merchandise: $0.00 REF # SKU QUANTITY UM ITEM DESCRIPTION EXPECTED ARRIVAL R04 252-677 18.00 LF BRICK WM180 PFJ 1-1/4X2 STORM/SECURITY DOORS - NAT BASIC INSTALLATION LABOR INCLUDES: STORM/SECURITY UP TO 421IX96" 4/6/2011 11:01 AM From: Deckerpoors Fax Number: 4072490710 Page 2 of 2 INSTALL PURCHASE ORDERS Date: 04/06/2011 Page: 2 Use this number to invoice The Home Depot) P.O. Nbr 67425526======= For customer: LEE, LUDIE======= Quantity: 1.00 UM: EA Price Ea.: $97.00 Extension: $97.00 CUSTOM WORK: 01 REMOVE OLD SECURITY DOOR TRIM AND OLD Z FRAME , INSTALL NEW BRICKMOLD AND CAULK Quantity: 1.00 UM: EA Price Ea.: $65.00 Extension: $65.00 INSTALLATION LABOR SUB -TOTAL: CREDIT FOR MEASUREMENT: INSTALLATION LABOR TOTAL: 162.00 30.00 132.00 00013750 P.O. Nbr 67425526======= e • TYP. HEAD AND JAMB SEE NOTE 1 2X BUCK o MASONRY OPENING P' e r a W" ANCHORING i SEE HINGE DETAIL i SEE HINGE DETAIL 1 HINGE JAMB NOTES: I. I/4" Efco Concrete screws anchoring 2x buck require o mksimum I' clearance to mosonry edges, a 1-1/4" minimum embedment and o minimum 4" clecvonce to adiacent concrete screws. SubsHtuHon of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers moy be adjusted to maintain the minimum edge datance to mortar joints• If concrete screw locations noted as IMAX. ON CEMEB" must be adjusted to maintain the minimum edge distance to mortarjoints, additfanal concrete screws may be required to ensure the maximum on center dimension Is not exceeded. is HINGE DETAIL i a 5 oil al STRIKE PLATE DETAIL IN N HMGE DETAIL2 Ler: w rav YM Fa.— Tst 4 II e e 77 1i' TYP. o JAMBS 2X BUCK DOOR FRAME U MASONRY OPENING LL c FRAME ANCHORING SfRIKEJAAE Masorvy 2X buck construction NOTES: I. I/4" Efco Concrete screws anchoring 2x buck require o mksimum I' clearance to mosonry edges, a 1-1/4" minimum embedment and o minimum 4" clecvonce to adiacent concrete screws. SubsHtuHon of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers moy be adjusted to maintain the minimum edge datance to mortar joints• If concrete screw locations noted as IMAX. ON CEMEB" must be adjusted to maintain the minimum edge distance to mortarjoints, additfanal concrete screws may be required to ensure the maximum on center dimension Is not exceeded. is HINGE DETAIL i a 5 oil al STRIKE PLATE DETAIL IN N HMGE DETAIL2 Ler: w rav YM Fa.— Tst 4 1 1 SEE HINGE DETAIL 2 SEE HINGE DETAIL I MIMGEJAMB rTPTYP. to — JAM85 SEE NOTE 1 1X BUCK DOOR FRAME v O MASONRY OPENING o FRAMEANCHOONG Masonry lX buck conshuction NOTES: 1. IAC ITW concrete screws anchoring home and/orsiB require a mh mrxn 2-1/2" cleaance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equd concrete screws from a different supplier may have different edge distance and center QWonce requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar Joints. If concrete screw locations noted as %W. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarJdnts, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16")7W concrete screws anchoring forme and/or s@ require a mk4nurn 2-5/8" clearance to masonry edges, a I-1/4" minimum embedment and a rnWmum 2 1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. C 42*" 9a $ SEE g oSEE4 STRIKE PLATE DETAIL x_ STRIKE JAMB HWGE DETAIL I SEE h C= unre i HINGEDETA112 not ra N.T.S. r. W: W ee WWH hria t FL—t 1165.7 Q ori r 4.58" y,4yi4 i.Y Y t Hi9Mdamop n 4,56" — ry 4 8 2 SIDE & NEAD JAMB1S 5.67' 5 1NSrilNG iNRESNOID 244" —y 0 O O O t S au M, WWH DRArM NO., FL -11165.1