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HomeMy WebLinkAbout205 Margaret Rd (2)1Y 0 C.o Permit #: p99 M4rN�r Job Address: 26d r -et ' Description of Work: REMOVE & Ri Historic District: Zoning: PLEASE CALL PAN,.fs1J07-14441Qla WHEN READY'.... HANKS CITY OF SANFORD PERMIT APPLICATION RECEI n Date: 1'�(',L� JUI 21 2006 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 #: e7W r—1 T Owners Name & Address: rnl+,v (Attach Proof of Ownership & Legal Description) V Phone:'1y 1 ^;,5 N ^ H 6�7U Contractor Name& Address: LOWE'S Peter Anothy CafaroIII 4948 Tellson Place . ORLANDO. FL 32822 5tettlicyrseNtetnber. CGC 1508417 Phone &Fax: A07-467-2643/407-327-0910 contact Person. MI NDY HOLMES Phone: 407 468-1011 Bonding Company: NA Address: Mortgage Lender: NA Address: Arcbitect/Engincer: NA Address: 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 concoction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. -OWNER'S AFFIDAVIT: 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 N0710E OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, these 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 othergove amental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the requ' w, 713. Signature of Owner/Agent Date Signature of Contractor/Agent 1DatP# Ind H�oim� Print Owner/Agent's Name nt ContnetorJ ent's Name Signature ofNotary-State of Florida Date N 283622 Da EXPIRES: Ma 23, 2008 1`'0p nrfior Bended Thru 8 et Notary Services Owner/Agent is _ Personally Known to Me or Conhactor/Agent is _ erso y Known to Me or _ Produced ID ✓Produced ID APPLICATION APPROVED BY: Bldg: Zoning Utilities FD: (Imbal dr Da(e) (Initial & Date) (Initial & Date) (Initial & Date) Special Condition: q .0021hq.6G Improving Home Improvement 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: 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 Lowee'C'ss,f,'ttoabe my lawful attorney in fact to act for me and apply to c�l►�r� for a� permit for work to be performed at a location described as: (Address of Job) (Owner of Property) V hn'+PK And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony CaTaro I Area Installed Sales ME 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 11 ,2006. Public State of Florida No.publicl -�; �o� wry Commission DD387355 My commission expiresd '� o; ��` Expires 0111812009 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCAL ALTA.ft~ D^VID JOH7450", CFA, A5A PROPERTY APPRAISER SEHIINOLE,COUNTYF - 1101: & FIRS7,5T BAKFORDI FL32771.14M 407 -665; `7� G 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 36-19-30-534-0700-0070 Number of Buildings: 1 Owner: HUYETT JENNIFER J Depreciated Bldg Value: $57,730 Mailing Address: 205 MARGARET RD Depreciated EXFT Value: $332 CIty,State,ZipCode: SANFORD FL 32771 Land Value (Market): $37,026 Property Address: 205 MARGARET RD SANFORD 32771 Land Value Ag: $0 Subdivision Name: HIGHLAND PARK JustlMarket Value: $95,088 Tax District: S1-SANFORD Assessed Value (SOH): $84,970 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor. 01 -SINGLE FAMILY Taxable Value: $59,970 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vactlmp Qualified Tax Value(without SOH): $951 WARRANTY DEED 05/2006 D6235 1722 $165,000 Improved Yes 2005 Tax Bill Amount: $951 WARRANTY DEED 04/2004 05315 1246 $86,000 Improved Yes Save Our Homes (SOH) Savings: $0 WARRANTY DEED 08/1998 03481 0539 $100 Improved No 2005 Taxable Value: $47,672 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS:'I.... — - � I Method Units Price Value FRONT FOOT & LEG LOTS 7 + 8 BLK 7 HIGHLAND PARK PB DEPTH 99 112 .000 425.00 $37,026 4 PG 28 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1952 3 816 1,242 978 SIDING AVG $57,730 $88,816 FAMILY Appendage I Sgft ENCLOSED PORCH FINISHED / 162 Appendage 1 SqR UTILITY UNFINISHED/ 44 Appendage I Sqft CARPORT UNFINISHED/ 220 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD UTILITY BLDG 1980 96 $230 $576 ALUM UTILITY BLDG NO FLOOR 1975 64 $102 $256 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. '"' If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re web.seminole_county_title?parcel=361930534070... 7/20/2006 11657-huyitt, jeniffer-7-19-06 (1728x2800x2 tiff) LatJZi=ly—' - -INSTALLED SALES i kE I I SALE SPECIALIST Mtiei 1 •'j'tr cus R : a NO. STREET ADDRE66 % "S • STREET ADbAESS 'r .� tE� t7TAT6 _ ZIPsTE r.x .7PQKTEt7,77 E M0() LU. J 3U , LOW '6 GONTRACTO IC NOMa6R•• D""° LCC i i ren wNtrMuu..l / Rt' a "ssE e7 J:i11':Yfir .. This is a contract between Lowe's (as defined in the Terms and Conditions) ('iovre's'), and the abovwnamed Customer for the installation of goods at the Customer's residential premises (the "Promises') at the fallowing installation addreet: STREET ADDRESS ^ CnY "f STATE ZIP Lowe's to arrange normal instal7attioonF of he following door(a): Exterior >_ Interior . Prehung Unit _;?!�=—SWki For warranty to be valid - Item Number PIH -12<1-10 Cll� customer must finish frame 1 and all six (6) sides of door # Door(s) Size C] 36x80 C�,iM0 El Other Size immediately (within 5 days) Item Number RH ❑ LH ❑ after Installation. # Door(s) Size ❑ 36 x 80 ❑ 32x80 ❑ Other Size Customer initials Delivery of Door Yeo No 0 (Check one) Haul away of any debris related to installation: Yetj.�' No F] (check one) Bask Installation Includes the following: // *Normal Installation of door in same size square opening in good condition •Installation of hardware with pre -bored door •Reinstallation of present casing or customer provided new casing -Clean-up of job-slte Basic Installation does not include the following: -Reframing or alterations to existing structure or carpentry work resulting from old or damaged structure *Any reinstallation of Burglar Alarms -Any painting or staining or finishing of new door unit TReinstallation of Screen or Storm or Security Door Reinstallation of vinyl or aluminum covering on exterior molding VN1Mfii'fiL dkmption, of Burglar t(Isrm§; ttif �tid Fibi2 , 596y of`the aflovis IhMr ItL-ms can be contracted at an additional cast mw must b specifically listed in the adchonal specifications block on this contract. d .�Ma'.NA1r••"•.+rl."4•A 1". ""Af�•YF{{x,11'11 "•4=; 4ilui4 iLf"•1;•3 �• �•', Sl R'�% f'�i` �' RiMiY ��{'tYY YNY1�V.tt,W 1IT' IAW111 IM' HIM; it u'•4 Add#knW Spwilflcallons: The Environmental Protectlon Agency (EPA) has requested that tame Lowe's notify Installation customers that a Iced based paint haarlyd may exist In dwellings built •rax -------- — prior to 1978. See pamphlet EPA 747-K X001 for deWs. tabor "� �7 - y,�? 'Tax ( Total �'. ' Whm aPP N Ytralim; Grnk local taw niel Work is m commence upon reawiMe avatMMKIr of Contruesar whkh Is ando[pared to be [fill In dat if. Eallmoted t ampletlon date to Iall In dag NOTICE TO CUSTOMER -- All nems listed in this contract and speGfication sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. TMs assumes sound existing substructures. RtlparBttWWris and points of attaohtt*n%. Extra tabor Or' meteddl incident to installation necessitated by defective substructures, superstnicture, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to customer. 00 NOT SIGN THIS CONTRACT UNTIL CONPLETE AND YOU HAVE READ THE TERMS AND CONOnioNS CONTAINED ON THE REVERSE SIDE OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YQU HAVE READ, UNDER- STAND AND AGREE TO THE TERAS AND CONDITIONS SET FORTH ON THE REVERSE SfDE OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SkGNAIJR . WITNESS OUR a AND SEAL(S) BELOW THIS 17 DAY OF WITN Owner (Sean __. (fin a Spouse t�ii .•µre -'f t1, ; �.. Ie Ir :�.... . a 11657-huyitt, jeniRer-7-19-06 (1728x2196x2 lift) )2) 407-430-4069 1657 -INSTALLED SALES P Z/3 SSZR135A LOWE'S HOME CENTERS, INC. SAF 1657 PAGE: 1 DATE: 07/19/06 3780 ORT.ANDO DRIVE SANFORD FL ORDERED FOR: 311WITT, JENIFFFR (407)430-4060 ADDRESS: 205 MARGARET RD SANFORD let, 32,i71 PHONE: (407)=114-4350 VENDOR NAME: HRODT HOME TW9TALLATIONS INC CONTACT: ADDRESS: ATT PHONE: (40'7)923-6401 OVIEDO r•L 32766 FAx: (407)971-9461 PROJECT: 158397861 PERMIT LOWES PO: 21878984 LOWFIS INVOICE: 82182 ASSOCIATE: RICHARD SCOUTEGU EST DELIVERY. 07/18/06 AR NUMBER: QTY ITE- ITEM DESCRTPTTON BIN VEND PART$ COST EXT COST -------------------------------------------------------------------------------- 1 154368 PERMIT PERMIT a S'"OrE E L L6' SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 8" GLAZED DOUBLE DOOR WITH/ WITHOUT SIDELITES GENERAL NOTES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REOUIREMENTS 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 SMOXE DEVELOPED INDEX OF 60 PER ASTM E94 4 PLASTICS TESTING OF LITE FRAME MATERIAL! TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTN D1929 660'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN MIN SMOXE DENSITY I ASTM D2843 69.6% TENSILE STRENGTH' I ASTM D638 -7.48% DIFF CUMYANAIWE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD I SSC 0 x U 0 .1 3 to L b FL 149' MAX OVERALL TRAMS WIDTH 21" MAX 36.375` MAX. U D.L D PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH — SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR uNIT SINGLE DDDR UN_1T WITH SMELT WITH SIDELITF TABLE OF CONTENTS SHEET / DESCRIPTION tTYPIGL ELEVATIONS &GENERAL NOTES 2 ANCHORING LOCA k DETAILS 3 ANCHORING LOCATIONS do DETAILS Cw DOUBLE INSWIN • UNIT W SIDE11TFC SINGLE DOOR UNIT W/SID IITES I,n ,Q►i - DOUBLE DOOR UNIT W/SID IITFc MI. T.S. OF 3" SEE DETAi "C" 3" U p SEE v -D• a o' W O f 111 N v EE DETAIL C" 6" 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 #10 x 3/4 #10 x 1-1/4" STRUCTURE DEEP ENOUGH " #8 x 2-1/2" 10 x 3/4" FOR A 1.375" THROW #10 x 3/4" DETAIL "F" ASTRAGAL � # # 10 x 2' DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DOW 995 DETAIL "D" STRIKE PLATE TO FRAME OR EOUAL� AS SHOWN. I6 z I -,/I' PHS �- 0.962'1 Gll�f 1111 Adk"IDWM t . 1.375" _"L " 0 DOW 995 ~,'�'�:• +.•.. T OR EOWL •;�� .: INSWING THRESHOLD OUTSWING THRESHOLD AMM TYPICAL --aAZING DETAIL SCALE: N.T.S. owc.6Y: SWS AHK. By: OF SEE DETAIL 'C* SHT. 2 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 J I� 6' 6' 3" I I 3• 3„ r. —I I— 3' 0 N w + a SEE DETAIL b' SHT. 2 a 0 0 W K O N r C ,I -T--- IL 3' - I 3"g I 6' � 3" III'-- 3' 6' 6^ THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE I 1 II I' 6` 6'� #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL ' SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN L — I II LOCATION. W O W W B O r i0 _ o�25" 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SHIM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT tl OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4", 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. TYPICAL ANCHOR INSTALLATION 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS i II I 1 II I' 6` 6'� — I II — — II II II I W O W W B O r i0 HARDIWADC SCHEDU F 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 12. I4 X 4" FULL MORTISE BUTT HINGES :ilRfC•F— ¢ co N 2 �c%4 Q Cc El Li � z Q 2 Q�f— Q ^ 2 � U W q d� n N.T.S. er: SWS } n: I iw w •M4-FL0130-0.5 3 or 3 r 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 DTHER 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, net nrvo�onno .. .. SELF IGNITION TEMP ASTM D1929 680 •F > 650 -F RATE OF BURNING ASTM D635 1.10 IN/MIN SMOKE DENSITY ASTM 02843 69.65 TENSILE STRENGTH- I ASTM 0638 -7.48% DIFF iL ILL ­LN41n A•ILN NLAIMMNL, 4500 HOURS XENON ARC METHOD T SINGLE DOOR UNIT DOURLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE WITH SIDELITE TABLE OF CONTENTS SHEET I DESCRIPTION 1 TYPICAL ELEVATIONS kGENERAL NOTES 2 ANCHORING LOCATIONS k DETAILS 3 ANCHORING LOCATIONS k DETAILS DOUBLE INSWING UNIT W/SID LITES SINGLE DOOR UNIT WISIDELITFS DOUBLE DOOR UNIT W/ IO ITEC CC O ZctN O In F' Lacc Lq Lu j U z�Z 00 z 0J O ^ ct Q Z � U DATE: 7111 0, SME: N.T.S. DWG. 6Y: SW! CHK. BT: or 14Y AM. UYLK4LL FRAYL WVTH 21 ' MAX 36.375" MAX. DLO PANEL WIDTH {.— 37.5- MAX. W/ASTRAGAL I FRAME WIDTH � ry a x Y O J SINGLE DOOR UNIT DOURLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE WITH SIDELITE TABLE OF CONTENTS SHEET I DESCRIPTION 1 TYPICAL ELEVATIONS kGENERAL NOTES 2 ANCHORING LOCATIONS k DETAILS 3 ANCHORING LOCATIONS k DETAILS DOUBLE INSWING UNIT W/SID LITES SINGLE DOOR UNIT WISIDELITFS DOUBLE DOOR UNIT W/ IO ITEC CC O ZctN O In F' Lacc Lq Lu j U z�Z 00 z 0J O ^ ct Q Z � U DATE: 7111 0, SME: N.T.S. DWG. 6Y: SW! CHK. BT: or 3 EE c- 3' 6'SEE DETAIL 6- 3V E. 3•3. I 3- 3 1_ I I IF67i 6' '-1 6. 6A in N — N n W p < u SEE DET N n D. j o i W 0 W W O � U i O B DE IL ^^ B e B e 6 3 I I I r6. 6 1 C 6•-��1 - II I 1 3" � 3" 3.. 3. � 6' SEE DETAIL 6- F #10x2" #8 x 2-1/2" #8 x 2-1/2" #10 x 3/4" #10 x 1-3/4" #8 x 2-1/2" #10 x 2" #10 x 3/4" (E!5 I Q #10 x 3/4' DETAIL "E" ASTRAGA! DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL "D' AS SHOWN. INSWING THRESHOLD 0.962"+ AWmAm mo T OUTSWING THRESHOLD SEE DETAIL 'C" CIL cD 0 N Zp00 Lu UO �Z W W UJI !W► o 0 OU ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL Dw Co Mui\ \\ f /6 K I-t/Y PHS DOW 995. ,,1••+•�, omega WERIOR TYPICAL GLAZING DETAIL 04TE: 7/11/05 N. T. S. DwC. BY: SWS C.K. BY: D,awttc mo or SEE DETA 'C' SHT SEE DETAIL -F- SHT. 2 a 6' _ 6" 3' 3 3 SEE DETAIL 'D" SHT. 2 I II 1 h 3' II 11 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 0 W a 2. 4" X 4" FULL MORTISE BUTT HINGES J 0 W O E — 3' ]A 3'I I 3---1 �- L 3-9 � Y 1-3.1 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 SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIH — M. LOCATION. SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL�- ANSI/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. 66- HARDWARF SCHFn111 F 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 DATE 7/11/05 ' SULL N.T.S. ` am. By: sws a«. an DRU/w Na. DM-MA-FL0?3I-- SNEE7 -jL OF 3 Florida Building Code Online Page 1 of 5 1� q :ats &Facts Publications FBC Staff BCIS Site Map Lin �ppj ca..tion.,List > Application Detail .. FL # FL4904 ,,(( j. Application Type New Suite 950 AR RIP Code Version 2004 Application Status Approved x Comments sschreiber@masonite.com T= Archived Steve Schreiber "` ;rz.�ze WV Product Manufacturer Masonite International ,,(( j. Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com j'��°�'O"" Technical Representative 1,m 'r.�; a Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Referenced Standard and Year (of Standard Year Standard) ---- ASTM E1300 2002 ASTM E1300 1998 i http://www.floridabuildin •or�Pr/ r app dtl.as x? aram=wGEVX wtD telulwHNbblSciO%2baW Lu... 4/21/2006 Florida Building Code Online Page 2 of 5 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Method 1 Option A Date Submitted 07/25/2005 Date Validated 09/27/2005 Date Pending FBC Approval 08/14/2005 Date Approved 10/06/2005 Summary of Products FL # Model, Number or Name Description 4904.1Wood-edge Steel Side- 11 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,_p_df Impact Resistant: PTID_4904_I Instal.l68_WE_O_paque,pd 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 Verified By: 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 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 1. 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. http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 Florida Building Code Online Page 3 of 5 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgteluIwHNbblSciO%2baWciLu... 4/21/2006 Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO129-05 for additional information. --] 4904.3 Wood -edge Steel Side 6'-8" Opaque I/S and 0/S Door w/ or w, Hinged Door Units Sidelites Limits of Use (See Other) Approved for use in HVHZ: Certification Agency Certificate 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-FLO128-05 for additional information. 4904.4 Wood -edge Steel Side- 8'-0" Opaque I/S Door w/ or w/o Sidelit, 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 = + 45.0 / -50.0. 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. 4904.5 __]Wood -edge Steel Side- 8'-0" Opaque 0/S w/ or w/o Sidelites 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 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgteluIwHNbblSciO%2baWciLu... 4/21/2006 Florida Building Code Online Page 4 of 5 Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, f Minimum Design Loads for Buildings and Other Structures, does not exceed the design f pressures listed. 12'-0" x 8'-0" max nominal j 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-FL0129-05 for additional information. 4904.6 Wood -edge Steel Side- 6'-8" Glazed I/S and 0/S Door w/ or w/i Hinged Door Units ISidelites 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-FL0130-05 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-FL0131-05 for additional information. 4904.8 Wood -edge Steel Side- 8'-0" Glazed O/S Door w/ or w/o Sidelit( Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions http:'//www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDcltelulwHNbblSciO%2baWaLu... 4/21/2006 Florida Building Code Online Page 5 of 5 Approved for use outside HVHZ: 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 = + 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. Verified By: Back 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. Copyright. and Disclaimer Product Approval Accepts: W] *a Eli El f ' r - http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 F CONTRACTORor:OWNER/CONTRACTOR SIGNATURE: THE FOLLOWING ALTERNATIVES ARE ACCEPTABLE IF THE PROPOSED PRODUCTS DONOT HAVE VOLUNTARY STATE APPROVAL O SEMINOLE COUNTY ACCEPTANCE: R • Copy of product approval/testing information and copy of listing, Building Commission for each different covered product. Approved product certification agencies om a Product lal en shown at by the Florida* at www.floridabuildin (click on the product approval button, then click on the organization search tab). °.orQ Copy of. product approval/testing information from a Florida Building Commission approved Product Evaluation Entity or Product Testing Laboratory and documentation showing the manufacturer has a Florida Building Commission approved rov Agency on retainer. Submittals are required for each different covered product. Approved' Product Evaluation 'Entities, Assurance Testing 'Laboratories and Quality Assurance Agencies are shown on the above referenced website (click on the Product approval od button, then click on the organization search tab), p L:1bdll.ibrarylforms\Product Appioval Form.doc 3 of 3 IT IS THE APPLICANT'S EXCLUSIVE RESPONSIBILITY TO VERIFY THAT SPECIFIC PRODUCTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR LIMITATIONS (FOR EXTERIOR: WINDOWS, DOORS, GARAGE DOORS, SKYLIGHTS AND SHUTTER SYSTEMS NEED TO MEET THE MINIMUM REQUIRED DESIGN PRESSURES FOR THE PROJECT). SPECIFIC COMPLIANCE WILL BE VERFIED DURING FIELD INSPECTIONS. RESERVED FOR FLORIDA APPROVAL # 7LORIDA APPROVAL MIAMI / DADE TYPE MANUFACTURER MODEL # / SERIES PLANS EXAMINER (INCLUDE DECIMAL pdf FILE # N.O.A. USE IF APPLICABLE 1.F APPLICABLE IF APPLICABLE •- ••_ SWINGING djd5M A/ OO69110 SLIDING OVERHEAD OTHER SINGLE HUNG DOUBLE HUNG HORIZONTAL ROLLING CASEMENT FIXED AWNING PASS THRU SKYLIGHT OTHER L:\bd\library\forms\Product Approval Form. doc 2 of 3 I