Loading...
HomeMy WebLinkAbout233 Loch Low Drt ; t C)l ocoOR 78 Permit # : C) ��77/_ Job Address✓_ f J' Description of Work: Historic District: PLEASE CALL NAN @ 407..468-1010 WHEN READY.—THANKS CITY OF SANFORD PERMIT APPLICATION Date: Zoning: Value of Work: Permit Type: Building XX 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: # of Stories: # of Dwelling Units: Flood Zone (FEMA form required for other than X) Parcel #: Owners Name & Address: (Attach Proof of Ownership & Legal Description) Z 35 loch Loin DR Phone: --/07 3/ �4 70,R / Contractor Name&Address: LOWE'S Peter Anothy CafaroIII 4948 Tellson Place . ORLANDO. 1:L 32822 Phone & Fax -407-467-2643 407-327-0910 Contact Person: Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: NA Address: itcte.ticens£NRerber: CGC 1508417 MINDY HOLMES phone:407 468-1011 Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and. that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of -the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg (Initial & Date) Special Conditions: Date Signal= of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date -511 In To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Nan Holmes, Mindy Holmes, Raymond Holmes and Jackie Caines, a permit service for Lowe's, to be my lawful attorney in fact to act for me and apply to 5ay* �j fora (� V permit for work to be performed at a location described as: J (Address of Job) 2213 LD d) L CIAL FY - (Owner of Property) n_ . I , T i I T _ _ r—r_ _ I , . — And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony Cafaro Area Installed Sales Manager Primary State Qualifier CGC 1508417 CCC 1326824 State of Florida County of Orange The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before me this I day of MG1 ,2007. My commission expires F ar Pose Notary Public of Florida Elizabeth A Ronco o' "opP° My Commission OD633831 Expires 01/28/2011 11657 -butler, ted -5 -1 -07. -correct add (1728x2188x2 tiff) [2] 201017-U5-01 Ub:42 41111-4311-4U69 1d57-1NSIALLLU 5ALL5 P 212 1/30/200111:12 PM FROIJ, Fax TO: 107130 9064 PAGE: 002 OF 002 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 tanv+a,?dlrN�dsl�t�ei►.�L '4-" itQf�;wri:��rl f3 ! 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id. 10-20-30-5CU-OGDO.0130 Num4er or Buildings: 1 l7Nner: TANNER dOSEPHINE E Depreciated Bldg Value: $143,615 Mailing Address: 25 6ETHEL LOOP Depreciated EXFT Value: $0 City,State,ZlpCods: DELTONA FL 32738 Land Value IMarket}: $33,000 Property Address: 223 LOCH LOW DR -SANFORD 32773 Land Value Ay: s0 Subdivision Name: HIDDEN LAKE UNIT 1-D Justlklarket Value: $176:615 Tex District: Si-SANFORD A"anead Value ISOMj: $178615 Exemptlons: Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $176,615 Tax Estimator SALES Deed Date Back Paye Amount Vaclimp Qualified 2006 VALUE SUMMARY WARRANTY OEED 0912005 059113 049$ $175;000 Improved Yoe WARRANTY DEED 0715990 02206 0395 $72.000 improved Yes 200$ Tex gilt Amount: $2,962 QUIT CLAIM DEED 0111988 01974 0587 $100 Imprared No 2006 Taxable Value: $150,487 WARRANTY DEED 0711980 01289 0239 $50,400 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS QUIT CLAIM DEED 01/1975 01072 0889 $285,000 Vacant No Find Comparable Sales within this Subdivision LEGAL DESCRIPTION PLATS:iRek._ LAND '�v LEG LOT 13 $. BEG $W GOR LOT 14 RUN N Land Assess Frontage Depth Land Unit Land 07 DEQ 39 MIN W 3.31 FT ELY ON CURVE Method Units Price Value 82.88 FT LOT 0 0 1.000 33,000.00 933,000 NLY ON CURVE 45.9 FT S 07 DEG 39 MIN E 57.65 FTS02DEG 21 MIN W100FTTOBEG BLK G HIDDEN LAKE UNIT 1-1) PB 17 PG 58 BUILDING INFORMATION Ud Bld Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New Num 1 1980 6 1,400 1,920 1,400 CONC.CK $143,615 $161,365 FINGLI BO Appendage / Sgft GARAGE FINISHED 1520 NOTE: Appendage Code& included!) LfvMg Ana' Bade; tipper Story Base, Upper Story Finished, Apartment; Enclosed Porch Finfsheal, Base Sernf f=fnshed NOTE: assessed mivas shown are NOT canis esd values and'herefore are subject to change before being frnalued for ed wkxem fax purposes. — It np"rilly pirchased a homesteaded v erlyypur nextyear's MMAY fax wig be based on Just/Afar*0 vvJue. CUU`%U+--- Lb 11657 -butler, ted -4 -26 -07 -drawing (1728x2176x2 tiff) Ub:.ito 4Ut-43U-4UbY 'Ibtit-1NSIHLLED hALLS .a.3-2 L c Lo Aid S'nry moo )-,�!o—l a. `i __ -_-- 149" MAX OVERALL FRAME WIDTH CL !iG( O cV SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX, J 6 cc D.L 0 - PANEL WIDTH -{ 37.5" MAX. ¢ Of N 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL I FRAME WIDTH ~ O cn W U z�z GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO z Ci THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W C O DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, � ~ DOES NOT EXCEED THE` DESIGN PRESSURES LISTED oP N Z J� 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED 4' x ^ Q 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 V zj U AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84_ _ 4 PLASTICS TESTING OF LITE FRAME MATERIAL' d, TEST DESCRIPTION DESIGNATION RESULT a j O O NO 2W O � O COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 o � w W 03 O O DOUBLE INSWING UNIT W/SIDELITES a a Ad*dlmtomw r RemwwbyY z 0 _L4 W F Q SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SID ITES WITH SIDEUTE WITH SIDELIT o z WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS _DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DaTE: 7/11/05 SHEET DESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING SCALE: N.T.S. X 37.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 D. 1I, 2 ANCHORING LOCATIONS & DETAILS OX or XO 75" +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 CHN. BY: 3 ANCHORING LOCATIONS & DETAILS 0X0 112.5' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 F50.5 -50.5 DR-NG NO, OXXO Tag' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DWG-MA-FLO1JO-05 .� SHEET 1 OF 3 SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN MIN SMOKE DENSItt ASTM D2843 69.6% TENSILE STRENGTH• ASTM D638 -7.a8% DIFF 3" SEE DETAI ..C.. 3 ;EE DETAIL C" 6" ..E.. ASTRAGAL RETAINER BOLT HOLE #10 x 2" MUST BE DRILLED THROUGH #8 x 2-1/2" #8 x 2-1/2"THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH #10 x 3/4" ® ® FOR A 1.375" THROW #8 x 2-1/2" #10 x 1-1/4" O #10 x 3/4" #10 x 3/4" DETAIL "F" ASTRAGAL #10 x 2 ' DETAIL E" ASTRAGAL DETAIL "C•' ATTACH ASTRAGAL RETAINER BOLT 001,19-1 OW995 DETAIL "D"STRIKE PLATE TO FRAME oR EDUAL� AS SHOWN. NB % 1-172' PHS AddaMmfoNAltl 0.962"1 Certdice>im No.: % C„Lr,y�' 1 375•• — T Date AaAaee I DOW ; OR EQUA995L •••A.,y`; R INSWING THRESHOLD OUTSWING THRESHOLD % RIOR INT RITYPICAL GLAZING DETAIL c O CDN z � N O Q LL'i U z gz L Lu LL, z � zo0 0 Q � _ U 1211 7/11/05 N.T.S. BY: Sw5 BY: NG NO -MA-FLO 130-05 2 OF 3 SEE DETAIL "C" SHT. 2 � o N N � a U Q- SEE DETAIL "D" SHT. 2 J a 0 Zn � - II N 3•• 3„ 3" I I I I I s' s' I I I � W — _ a r J J a W B I II G U II II B II I f m 6•• _ 6„ ATTACHMENT DETAIL Ln 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 4 SIGNED AND SEALED BY HAROLD E. RUPP, PE Lo (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULE BEING CONSIDERED FOR USE. JAMB, HEAD, AND1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED W a #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50" ( � AT 5-1/2" CENTERLINE. LOC� LOCATION. SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN — MAX 2. 4" X 4" FULL MORTISE BUTT HINGES SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL _� �_ ., o ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT Z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE AbWntoI— MINIMUM EMBEDMENT OF 1-1/4". DATE: 7/11/05 caffiicgmNa:SCALE: N.T.S. ICAL TY 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR PINSTALLATION wallevmd 9 Itoo DwG. BY: SWS TRANSFER LOADS TO STRUCTURE. CNK. eY: DRAWING N0.' 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DWG-MA-FLO130-05 SNEE 3 OF 3 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3 POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 4 PLASTICS TESTING OF LITE FRAME MATERIAL TFCT II—PIPTI—I SELF IGNITION TEMP ASTM 01929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN/MIN SMOKE DENSITY ASTM D2843 TENSILE STRENGTH• ASTM D638 -7.48% DIFF 11 11GIVJILL >IRGNIaIh At ILK WtAIIIMNI 4500 HOURS XENON ARC METHOD 1 Li Li L==j SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS & DETAILS Li Ll SINGLE DOOR UNIT WITH SIDELITE 149- MAX. OVERALL FRAME WIDTH 21 " MAX 36.375" MAX. D L O. PANEL WIDTH37.5" MAX. W/ASTRAGAL I I- FRAME WIDTH [�j L 1111 U SINGLE DOOR UNIT WITH SIDELITE DOUBLE INSWING UNIT W/SIDELITES SINGLE DOOR UNIT W,�SIDELITES Is i V Zz a 3 AMdwdm ho WM CB(hfiC811C11 Ne.: R81imw Dr.. . Dale R ' DOUBLE DOOR UNIT W/SIDELITES 0 U � � er N OLo �— WLu Lu U z�z z cj�L F-- 10 O Q Q _ _ � U DATE: 7/11/05 SCALE: N.T.S. DWG. BY: SINS CMN. BY: DRAWING NO.: DWG-MA-FLO131-05 SHEET _7 OF 3 i_ ' ;EE DE 'C" 6' 3.. SEE DETAIL g" E.. 3 3" /Y-'1 1- 3.. 3 �. I I I 16" 6" 6 6- 3" B IL B l 6 6 l r �1 6' 3 6 ' r . I 3 -'1 I 3�Y'� 3 ' 3 ��� , ' J 3 -I t` 3.. 6' SEE DETAIL -{I 6" F" #10 x 2" #8 x 2-1/2" #10 x 3/4" #10 x 1-3/4" #10 x 2" #8 x 2-1/2" #10 x 3/4" 0 # 10 x 3/4'" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. DETAIL "D" 1.375" INSWING THRESHOLD n M SEE DETP ..D.. OUTSWING THRESHOLD SEE DETAIL ..C.. O N U � Z � N cnO LL'i U Q w 00 CD In Q � Z � U ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL "0" 995 OR EOUAL� f #6 % I-I/Z- PHS Dow 995 �`.. OR EQUAL •�yA.y EXTERIOR INTERIO,R TYPICAL GLAZING DETAIL "7111105 _0131 -OS of 3 r SEE DETAIL "C" SHT 2 Ul SEE DETAIL "E" SHT. 2 6" 6" II II I I I KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER —Ll `J— _ II 6" II 6„ — 3 6„ �.J ,. I �„ �J L 31 .n o W a SEE DETAIL } ,.D„ SHT. 2 ¢ 8 W .J w V 0_ a 3' SFE DHT. 2 —1 6"3 6„ 3„ ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN 1SHIM 0.25" LOCATION. MAX 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROMANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. I I I I I I I I KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED 3' 3'"'111 AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) iO a SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE _ DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. U b w W B g O v g 3„6' I I I 6'3—{� I I I I L_ — HARDWARE SCHFDUIF 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. lo. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES Q- 0 N co zN O W U 2 �z W Z � Iw— � 00 z OJ g U i O z i DATE: 7111/05 scA : N.T.S. Owc. BY: SWS CHK. BY: DRAWItJG NO OWG-MA-FLO131-05 SHEET 3 OF_3 Florida'B3 ilding Code Online BCIS Home ; Log In Hot Topics Submit Surcharge Product Approval USER: Public User Page 1 of 5 Stats & Facts Publications ' FBC Staff BCIS Site Map Lin Product Approval Menu > Product.or Application Search > Application_List > Application Detail Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4904 New 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Standard ASTM E1300 ASTM E1300 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu. Year 2002 1998 4/21/2006 FL # Application Type Code Version Application Status �{.l�uiiiN`cc` s s Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4904 New 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Standard ASTM E1300 ASTM E1300 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu. Year 2002 1998 4/21/2006 i 'lorida Building Code Online Pagd 2 -of 5'�, i� TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ummary of Products Section 2612 HVHZ PI Method 1 Option A 07/25/2005 09/27/2005 08/14/2005 10/06/2005 FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side- 6'-8" Opaque I/S and O/S Single Door Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID_4904_I_Install 68 WE Glazed.pdf, Impact Resistant: PTID 4904 I_Install 68 WE Opaque,_p..d Design Pressure: +/- PTID_4904 1 Install_ 80_WE.Glazed.pdf Other: Evaluated for use in locations adhering PTID 4904_ I_ Install_ 80_ WE Opaque.pd to the Florida Building Code including the High Verified By: Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Max DP = +/- 76.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO128-05 for additional information. 4904.2 Wood -edge Steel Side- 8'-0" Opaque I/S and O/S Single Door Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. ittp://www.floridabuilding.org/pr/pr_ app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 Florida'13uilding Code Online Page 3 of 5 Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective j system is NOT required. See installation drawing DWG-MA-FL0129-05 for additional information. I Steel Side- 6'-8" Opaque I/S and O/S Door w/ or w, �4904.3od-edgeWo Hinged Door Units Sidelites Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to.the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0128-05 for i additional information. i Wood -edge Steel Side- 8'-0" Opaque I/S Door w/ or w/o Sidelit, i 4904.4 ��AHinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: i Design Pressure: Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 45.0 / -50.0. When large missile impact resistance is required, hurricane I protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0129-05 for information. iadditional 4904.5 Wood -edge Steel Side- 8'-0" Opaque O/S w/ or w/o Sidelites j Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- j Other: Evaluated for use in locations adhering to the Florida Building Code including the High I http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 'lorida Building Code Online „ Page 4' of 5 - Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 50.0 / -45.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for additional information. 4904.6 Wood -edge Steel Side- 6'-8" Glazed I/S and O/S Door w/ or w/i Hinged Door Units Sidelites Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/ Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO130-05 for additional information. 4904.7 Wood -edge Steel Side- 8'-0" Glazed I/S Door w/ or w/o Sidelite Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/ Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12' -0" x 8'-0" max nominal size. Max DP = +40.0 / -45.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for additional information. Steel Side- 8'-0" Glazed O/S Door w/ or w/o Sidelit( �4904.8��Wood-edge j Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions ttp://www.floridabuilding.org/pr/pr_app _dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 Flon'da Building Code Online Page 5 of 5 j Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, I Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x -8'-0" max nominal size. Max DP = + 45.0 / -40.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for additional information. Back I Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copy_right_and_Disclaimer Product Approval Accepts: 800- littp://www.floridabuilding.org/pr/pr__app_ littp://www.floridabuilding.org/pr/pr_app_ dtl.aspx?param=wGEVXQwtDgtelulwHNbblSci0Wo2baWgLu... 4/21/2006 ,Svminble County Property Appraiser Get Information by Parcel Number Page 1 of 2 PARCEL DETAIL MAPPING DISABLED MAPPING DISABLED DAVID JOHNSON4. CFA. ASA PIRIPPERTY APPISER OLE6NTY FL. SEMIN_,. 1'101 E. FIRSTST SANFORD, FL32771.1468 407-66577508 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-5C U -OG 00-0180 Number of Buildings: 1 Owner: CONFIDENTIAL PER STATUTES Depreciated Bldg Value: $139,086 Own/Addr: 119.071 Depreciated EXFT Value: $1,224 Mailing Address: 1101 E 1ST ST Land Value (Market): $33,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: Just/Market Value: $173,310 Subdivision Name: HIDDEN LAKE UNIT 1-D Assessed Value (SOH): $103,713 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD (2003) Taxable Value: $78,713 Dor: 01 -SINGLE FAMILY Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY 11/2002 04598 0721 $112,000 Improved Yes DEED WARRANTY 06/2002 04458 0202 $81,500 Improved Yes DEED WARRANTY 05/1997 032331658 $74,600 Improved Yes DEED 2006 VALUE SUMMARY WARRANTY 08/1992 02471 0477 $73,600 Improved Yes Tax Amount(without SOH): $2,415 DEED 2006 Tax Bill Amount: $1,500 WARRANTY 04/1989 02065 0023 $71,900 Improved Yes DEED prove Save Our Homes (SOH) $915 Savings: WARRANTY DEED 07/1986 01757 0921 $63,600 Improved Yes 2006 Taxable Value: $76,183 WARRANTY DOES NOT INCLUDE NON -AD VALOREM DEED 01/1984 01518 0162 $57,500 Improved Yes ASSESSMENTS WARRANTY 04/1983 01455 1968 $53,600 Improved Yes DEED WARRANTY 07/1980 01285 1082 $48,200 Improved Yes DEED QUIT CLAIM 03/1979 01216 0738 $100 Vacant No DEED Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit . Land Method Units Price Value LEG LOT 18 BLK G HIDDEN LAKE UNIT 1 - D PB 17 PG 58 LOT 0 0 1.000 33,000.00 $33,000 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost SF SF New Num Bit SF 1 SINGLE 1980 8 1,290 1,910 1,290 BOCK ONC $139,086 $156,276 FAMILY Appendage / Sgft GARAGE FINISHED / 513 Appendage / Sgft OPEN PORCH FINISHED / 107 http://www.sepafl.org/web/re_web. seminole_county_title?PARCEL=1020305 CUOG000180... 5/2/2007 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: S / To: Building Department From: Peter Anthony Cafaro III I hereby name and appoint Nan Holmes, Mindy Holmes, Raymond Holmes and Jackie Caines, a permit service for Lowe's, to be my lawful attorney in fact tp act for me and apply to fora 7)0j4S permit for work to be performed at a location desgribeV (Address of Job) �� 3 (Owner of Property) -� 06?� And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony GVafaro Area Installed Sales Primary State Qualifier CGC 1508417 CCC 1326824 State of Florida County of Orange The forgoing instrument was acknowledged before me as Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscribed before me this�'day of ,2007. No.public My commission expires ' 0 Elizabeth otary Public State of Florida lizabeth A Ronco y Commission DD633831 xpires 01/28/2011