Loading...
HomeMy WebLinkAbout109 Kelly CirCITY OF SANFORD PERMIT APPLICATION Permit #: 0(P—')(.0 �3 Date: U 112-u(CW Job Address: I0cryryl KIN I (A Or. Description of Work: R11UVE & REPLACE a Qgr -r-ra-)t Or RECEIVED Historic District: Zoning: Value of Work- S CJ^I� . 06 r� �, . 2 7.2006 Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets_ Occupancy Type: Residential Commercial Construction Type: --,.# of Stories: Parcel #: Addition/Akeration Change of Service Temporary Pole _ _ Replacement New (Duct Layout dt Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone (FEMA form required for other than X) Owner Name & Address: Phone: Wt) I Contractor Name & Address: LOWE' S Peter Anothy CafaroI I I 4948 Tell son Place . .ORLANDO. FL 32822 Stc�e 1 tpytrL. Nstober CGC 1508417 Phone &Fax: -4 -2 907-327-0910 contactPersod. MINDY HOLMES Pbone:407 468-1011 Bonding Company: 1VA Address: Mortgage Lender: NA Address: Architecl/Eagineer: Address: NA 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 tbis 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: to 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, stale agencies, or federal agencies. Acceptance of permit is verification than will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _Produced ID Signature of Notary Slate of Florida Date DEBBIE BLANTON MY COM ISSION #.12D 188491 Contractor/ c Per .Foot _(v� q�y Produ d� a Co. APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: m al do Date) (Initial & Date) (Initial & Date) (Initial & Date) .Special Conditions: Cs 3q 0-9. 7ImpLOWEES-' rovement Warehouse I I I I I 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 Lowe's, to be my lawful attorney in fact to act for me and apply to 1'1zbrY-(;b(a for a _ C*MV' permit for work to be performed at a location described as: (Address of Job) (Owner of Property) RUZ r. And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony Co III Area Installed Se JeMan 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�.X ,2006. a w.ruwa�. My commission expires ��►+ Notary Public State of Flodde G-01 L Mollis My commission OD387355 ;•;.; o Expires0111812009 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ARE., Di., KELLY CIR 1. 67 D^vm JOHNSON, CFA, ASA PROPERTY T1273 51 APPRAISER g +. 74 -_ �_ ^I69 5EMINOLE COUNTY -FL. , .1. k. " 1101 E. FIRST sr 76 70 87 ai sm4n o..Fl_32Tl1-14M r^ =7-Gfrr75D 7� 05 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 12-20-30-511-0000-0620 Number of Buildings: 1 Owner: WELSH NANCY E Depreciated Bldg Value: $92,795 Mailing Address: 109 KELLY CIR Depreciated EXFT Value: $0 CIty,State,ZlpCode: SANFORD FL 32773 Land Value (Market): $26,000 Property Address: 109 KELLY CIR SANFORD 32773 Land Value Ag: $0 Subdivision Name: MONROE MEADOWS Just/Market Value: $118,795 Tax District: S1-SANFORD Assessed Value (SOH): $73,955 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $48,955 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,496 Deed Date Book Page Amount Vacllmp Qualified 2005 Tax Bill Amount: $934 WARRANTY DEED 1211994 02864 1288 $72,100 Improved Yes Save Our Homes (SOH) Savings: $562 2005 Taxable Value: $46,801 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... Frontage Depth Method Units Price Value ,M LEG LOT 62 MONROE MEADOWS PB 46 LOT 0 0 1.000 26,000.00 $26,000 PGS 16 8 17 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost Num New 1 SINGLE 1994 6 1,076 1,554 1,076 BOCK NC $92,795 $87,168 FAMILY Appendage I Sqft SCREEN PORCH FINISHED/ 110 Appendage 1 Sqft OPEN PORCH FINISHED / 32 Appendage I Sqft GARAGE FINISHED/ 336 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed 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 JusOWarket value. http://www.scpafl.org/plstweb/re_web.seminole county_title?parcel=122030511000... 6/25/2006 11657 -welsh, nancy-6-26-06-front door (1728x2540x2 tiff) 131 This is a conttad between Lowe's (as defined in the Tenns and Condktona) (l_owe's'), and the above-named Customer for the Instalk'ttton of goods at the Customer's residential premises (the'Premises') atthe'folkiwing installation address: Lowe's to arrange normal Installation of the following door(s): Exterior Interior Prehung Unit Slab For warranty to he valid - Item Number __ RH ❑ A customer must finish frame and all six (6) sides of door Doors) Size36 x 80 ❑ 32x80 ElO.ther Size Immediately (within S days) Item Number RH ❑ LH [] atter Installation. # Door(s) Size ❑ 36 x 80 ❑ 32x80 Q Other Size — Customer Inttlals Delivery of Door Ye No El (check one) � L Haul away of any de ris related to installation: Yew No ❑ (check one) el ®otic Installation inudes the following: / •Normal Installation of door In same size square opening in good conditlon ,Installation of hardware with pre -bored door •Reinstallation of present casing or customer provided new casing *Clean-up of job -site Basic Installation does nat Include the foAgw4rig: *Retram►ng or aiterations 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 boor unit -Reinstallation of Screen or Storm or Security Door -Reinstallation of vinyl or aluminum covering on exterior molding With the exception of Burglar Alarms and finishing, any of the above labor items can be contracted at an addi i�onal cost and must be specifically listed in the additional specifications block on this contract. tti naafi, =Ix Adldkkwu f' SpecHkarfons: The Environmental Prean Agamy (EPA) ttaa requested that . 70101; LAwn's notity.insbNation customers that leald booW paint htmrd inay esdsl,In dwellings hunt 'Tax prior to 1978. See pamphlet EPA 747-K-81101 &ir iie)etils. '. , Labor ,t ,Total work Is to commenda upon mesro able ioaftbllfty dt Cankrk6w whlbh Is antlilpated to be {rIN tri tbittr] Estimated cgmpMWon date Is H in dal - None To CUSTOMER All items listed in this contract and spacrfication sheet(s) are to be ineWled under conditions agreed upon at time of purchase and at the price appearing on f M contrad form. This assume8 sound oxWAng substruahues, super�trucWie!and poMts of attachmama. Extra tabor or materiel incident to lmdatlasewneceseduled by detective substructures, superstructure, points of atra6hrttant. for the mkmno'of redurds or applianma to bebl W at extra cost to customer. DO NOT SIGN THIS CON TVlACT UNTIL COMPLFTE NO Yt l HAVE RPW THE TERINS AND CONDITIONS CONTAINED ON THE REVERSE SIDE OF THISCQ#TRAGT,, BY SlQQ" Ar;LO. , YQU, ARE ACKNOWLEDGING THAT.YO,U HAVE READ, UNDER- STAND AND AGREE TO T44E TIERM AND CON QfT SCTFORTHAM THE REVERSES= OF:Ti1R13 CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT ME' OF SIGNATURE. WITNESS OU AND SEAL(S) BELOW THIS DAY.C� WIT 85 (Saw) (Seal) . �(t .� r ., _ (Seal) +alis Above Spouse FILE COPY 11657 -welsh, nancy-6-26-06-front door (1728x2198x2 tiff) 2006`-U6715 407-430-4069 1657 -INSTALLED SALES P 1/3 • SSZR135A LOWE'S HOME CENTERS, INC. SAF 1657 PAGE: 1 DATE: 061125/06 3780 ORLANDO DRIVE SANFORD FL ORDERED FOR: WELSH, NANCY (407)430-4060 ADDRESS: 109 KELLY CIR SANFORD FL 32773 PHONE: (407)322-4566 VENDOR NAME: HOLMES, NAN CONTACT: ADDRESS: ATT PHONE: (407)468-1010 ORLANDO FL 32818 FAX: (407)296-2960 PROJECT: .55163981 PERIAIT LOWES PO: 20479025 LOWES INVOICE: 80638 ASSOCIATE: RICHARD SCOUTEGU EST DELIVERY: 06/25!06 AR NUMBER: Qn! ITEM PTEN, DESCR=PTION AIN VEND PART* COST EXT _COST - ------------- -^--------- -------- 1 3.47142 PERMIT PFRbQT Fr -on --t I } G �• 149• MAx. OVERALL FRAME WOTH cc O `- SIDE-HINGED FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. U p DO 6'-B" GLAZED DOUBLE DOOR WITH/ WITHOUT SIDELITES D.L o PANEL WIDTH 37.5' MAX. W/ASTRAGAL FRAME WIDTH O L N GENERAL NOTES 2 Z c Q I. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z L THE FLORIDA BUILDING CODE AND WHERE PRESSURE REOUIREMENTS AS DETERMINED BY ASCE 7, MINIMUMO O DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. n DOES NOT EXCEED THE DESIGN PRESSURES LISTED � O 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. I* Q 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 Ci V AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 W -i POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 I=•• c x AND SMOKE DEVELOPED INDEX OF 115 PER ASTM EB4. 4. PLASTICS TESTING OF FIBERGLASS FACING, o_ TEST DESCRIPTION DESIGNATION RESULT lei W <g S. PLASTICS TESTING OF LITE FRAME MATERIAL: N TEST DESCRIPTION DESIGNATION RESULT y� U o o DOUBLE INSWING UNIT ,LN SID I ITEC a n • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 Nx Ddb es tiez w O SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SID f ITO DOUBLE DOOR UNIT W/SID I ITEC WITH SIDFLIiE WITH SIDELIT p 2 WHERE WATER INFILTRATION PERFORMANCE I TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE GTE: 5/25/05 $HEFT / DESCRIPTION CONFIG MAX WIDTH INSWING OUT$WING INSWING OUTSWINC OUTSWING• SGL[: N.T.S. X 37.5 +52.0 -52.0 +550 - .0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 1 TYPICAL ELEVATIONS &GENERAL NOTES X% 74 + 2.0 -52.0 +55.D -55.0 +t9.0 -19.0 +40.0 -40.0 +55.0 -55.0• In: SWS 2 ANCHORING LOCATIONS & DETAILS OX or XO 5 +52.0 -52.0 1+55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 at 9r: 3 ANCHORING LOCATIONS &DETAILS 0%0 112. +52.D -52.0 +55.0 -55.0 +t9.0 -19.0 +40.0 -40.D + 5.0-55.0DRAW +19 OxxO 149 +52. -52.0 +55.0 - 5.0 +19.0 -19.0 +40.0 -40.0 + 5.0 -55.0 High Dom Th4hol0 Design DWG-MA-I L0126-05 L•:1i1 f tX 3 SELF IGNITION TEMP ASTM D1929 803 'f > 650 'F RATE OF BURNING AS1M D635 0.79 IN MIN SMOKE DENSITY ASTM D2B43 48.9X TENSILE STRENGTH, SELF IGNITION TEMP ASTM D1929 660 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN MIN SMOKE DENSITY ASTM D2B43 69.6X ASTM D638 -7.3X DIFF SELF IGNITION TEMP ASTM D1929 660 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN MIN SMOKE DENSITY ASTM D2B43 69.6X TENSILE STRENGTH- ASTM D638 -7.48X DIFF 6'3—{ �— SEE DETAIL3, 6 3 3� ' J JIJILJIL—L "E" SEE DETAIL 'c' I I I 16' 6' 6' o n SEE DETAIL e w "D" J _ 0 W _ 0 W a c I � g O SEE DETAIL D_ 9 TJ Q 6 3 — II 6" 6' Ir 6' 3' 6' � _ II a 10 _ i / 3" t f I 3 r 3� 3" 3. 6' SEE DETAIL 6' #8 x 2-112- #8 x 2-1/2" D DETAIL "D" 110 x 2" 18 x 2-1/2" #70 x 3/4" 110 x 1-1/4" #10 x 314" X110 x 314" 110 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1.375' fft-- .7 T INSWING THRESHOLD 0.9621 T OUTSWING THRESHOLD EE DETAIL c- 6. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL 1 AdhninbNAM Crr1&atlalNa oc `2i 1,75" ,104)' pr�gd T HIGH DAM 0/S THRESHOLD 5/25/05 N.T.S. 1: sws NG ND: �eu-ROt26-OS 2 or 3 N o n SEE DETAIL e w "D" J 0 W W c I � 6' 110 x 2" 18 x 2-1/2" #70 x 3/4" 110 x 1-1/4" #10 x 314" X110 x 314" 110 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1.375' fft-- .7 T INSWING THRESHOLD 0.9621 T OUTSWING THRESHOLD EE DETAIL c- 6. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL 1 AdhninbNAM Crr1&atlalNa oc `2i 1,75" ,104)' pr�gd T HIGH DAM 0/S THRESHOLD 5/25/05 N.T.S. 1: sws NG ND: �eu-ROt26-OS 2 or 3 SEE DETAIL 'C' SHT. 2 3' I N N U a SEE DETAIL L "D' SHT. 2 T J 0 0 W W C 6 0 Ln m 3' ATTACHMENT DETAIL KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED SIGNED AND SEALED BY HAROLD E. RUPP, PE AT 5-1/2" CENTERLINE. (FLORIDA #15935) WITH THE LOWEST (LEAST) 4" X 4" FULL MORTISE BUTT HINGES. 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 1.50' LOCATION. MIN — I 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MAX SHIM 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". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL TRANSFER LOADS TO STRUCTURE. ANCHOR INSTALLATION 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARnWARF CPHFnl 11 F 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. Ab dntoNAW Cad cafmk: N4 IZ hb es : N.T.S. owe. e'r. SWS aK. m: Cf SIDE -HINGED FIBERGLASS DOOR UNIT 8'-O" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. 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 SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RFSUI T SELF IGNITION TEMP I ASTM D1929 1 803 -F > 650 -F RATE OF BURNING I ASTM D635 1 0.79 IN MIN SMOKE DENSITY ASTM D2843 48.9% TENSILE STRENGTH' I ASTM 0638 I -7.3% DIFF 5 PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM Dt929 680 'F > 650 'F RATE OF BURNING ASiM D635 1.10 IN MIN SMOKE DENSITY ASTM D2843 69.6% TENSILE STRENGTH ASTM D638 -7.48% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DDDR uNIT WITH SIMITE WITHSIDELt TABLE OF CONTENTS SHEET / DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS ROUBLE INSWING UNIT W/SID UT S SINGLE DOOR UNIT W/SID IITES Adbn nt wu dllnadol)b Ll ZI RrdeiedBy. Dib ' .11 s DOUBLE DOOR UNIT W/SID IITES to o U 0� Z�N O LNU Q Z W Lu Z I— U O Z J Q = � U Br: or I97 wL UrLKALI /NMI MIDIH 21' MAX 36.375' MAX. D L.O. I PANEL WIDTH W/ASTRAGAL 37.5' MAX. FRAME WIDTH P 4 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DDDR uNIT WITH SIMITE WITHSIDELt TABLE OF CONTENTS SHEET / DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS ROUBLE INSWING UNIT W/SID UT S SINGLE DOOR UNIT W/SID IITES Adbn nt wu dllnadol)b Ll ZI RrdeiedBy. Dib ' .11 s DOUBLE DOOR UNIT W/SID IITES to o U 0� Z�N O LNU Q Z W Lu Z I— U O Z J Q = � U Br: or 3 EE 3" 6" SEE DETAIL 6- _ 3" 'E' 3- 3 3 3" r 3 �— 6" 6" � 6" 6• � I I l I n W O N IL 0 h V)a 0 r SEE DET "D" 0 i SEE DETAIL 0 "D" W W O K S O _ e i — � U a DE IL 9 a A A r 3"6" 6" I I I I I 3" 3- 3' I � �— 6" DETAIL 6. 18 x 2-1/2" #8 x 2-1/2" 0 DETAIL "D" 13751. �J d T INSWING THRESHOLD #10x2" #8 x 2-112- #10 x 3/4" #10 x 1-3/4" #70 x 2" #10 x 314" # 10 x 3/4' DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0 962"1 T OUTSWING THRESHOLD SEE DETAIL C. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE .DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL 1 7s" �� ar T HIGH DAM 0/S THRESHOLD AddadwbNAM cudcadmw Red Rf- p,r s Q `a O N 2 �N O Q WU Cc L W Z �� Z O O Q ^ co _ � U 5/25/05 N.T.S. sws Nc No. •MA-RD+27-05 2 - 3 SEE DETAi "C' SHT. SEE DETAIL -F- SHT. 2 6' 6" 3` 3" .0 3` I G r DETAIL 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 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 .5N•L LOCATION. — MAX SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE w'1 MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TYPICAL ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. I II 6` 6` 3' 3" — I II I � AT 10-1/2" CENTERLINE. 10. 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) _ W a DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4 X 4" FULL MORTISE BUTT HINGES. J a w 0: V A — 3" 3• 6" 6` lu '— 3" ' 6' 6' 3 HARDWARF SCHFDIII F 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 10. 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. Awwftbwm Uf mdmNoL Na.oo Zi DN a s CL: O N ZEN O tij U cc Lu W z �k u 00 ¢^2 � U N. T. S. BY: swS 1 NG N0.• -MA-FlA127-05 Florida Building Code Online BCIS Home Log In Hot Topics Submit Surcharge ',may, Product Approval ?t USER: Public User Page 1 of 6 rA Stats & Facts Publications FBC Staff BCIS Site Map Lin Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version BU4WW 1ODEAApplication Status FLORIDACOMMUNITM3 Comments & TMJST �� �Archived ` Product Manufacturer OFFICE� Address/Phone/Email NEWS FRECtLI ENTLY ASKED QUESTIONS ABOUT OUR SECRETARY E-MAIL THE SECRETARY Authorized Signature INSPECTOR GENERAL WESAS$ISTANCE Technical Representative •CONTACT US Address/Phone/Email • OUR LOGO .00AFOAPLOYEE Quality Assurance Representative SERVICES Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4668-R1 Revision 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 Year 2002 1998 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtAcG5vedS%2bbvQuDAYVN... 4/21/2006 Florida Building Code Online TAS 202 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 09/14/2005 10/16/2005 10/01/2005 10/19/2005 Page 2 Qf 6 1994 FL # Model, Number or Name Description 4668.1I Fiberglass Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 4668 R1 I_6_8 Glazed Installatii Impact Resistant: PTID_4668_R1_I_6_8 Opaque Installat Design Pressure: +/- PTID_4668_R1_I 8 0 Glazed Installatii Other: Evaluated for use in locations adhering PTID_ 4668_ R1_ I_ 8_0 Opaque Installat 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. T-0" x 6'-8" max nominal size. Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FL0124-05 for additional information. i 4668.2 Fiberglass Side -Hinged Door 81-0110 paque I/S and O/S Single 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. T-0" x 8'-0" max nominal size. Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective littp://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtAcG5vedS%2bbvQuDAYVN... 4/21/2006 Florida Building Code Online Page 3 of 6 Lsystem is required. See installation drawing II DWG-MA-FLO125-05 for additional information. 4668.3 Fiberglass Side -Hinged Door 8'-0" Opaque O/S Door w/ or w/o Sidelii 11 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 = + 55.0 / -50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO125-05 for additional information. 4668.4 �L]Fiberglass Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelit- 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 = +50.5 / -50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO125-05 for additional information. 4668.5 Fiberglass Side -Hinged Door 6'-8" Opaque O/S Door w/ or w/o Sidelii 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 http://www.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgtAcG5vedS%2bbvQuDAYVN... 4/21/2006 Florida Building Code Online Page 4 of 6 pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +55.0 / -50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO124-05 for additional information. 4668.6Fiberglass Side -Hinged Door 6'-8" Opaque I/S Door w/ or w/o Sidelit. 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 6'-8" max nominal size. Max DP = +50.5 / -50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO124-05 for additional information. 4668.7 Fiberglass Side -Hinged Door 8'-0" Glazed O/S Door w/ or w/o Sidelitt s 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 = +/- 47.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO127-05 for additional information... 4668.8 Fiberglass Side -Hinged Door 8'-0" Glazed I/S Door w/ or w/o Sidelite 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 dti.aspx?param=wGEVXQwtDgtAcG5vedS%2bbvQuDAYVN... 4/21/2006 Florida Building Code Online Page 5 of 6 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. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO127-05 for additional information. 4668.9 Fiberglass Side -Hinged Door 6'-8" Glazed O/S Door w/ or w/o Sidelitt 1. 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 6'-8" max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO126-05 for additional inform0 information. -----]Fiberglass Side -Hinged Door 6'-8" Glazed I/S Door w/ or w/o Sidelite 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 6'-8" max nominal size. Max DP = +/- 52.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO126-05 for additional information. Back Next http://www.floridabuiIding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtAcG5vedS%2bbvQuDAYVN... 4/21/2006 Florida Building Code Online Page 6 of 6 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. �—op ri t an iclaimer Product Approval Accepts: ® eCheck vQb ��. AP�ROYFD_ http://www.floridabuilding.org/pr/pr- app dtl.aspx?param=wGEVXQwtDgtAcG5vedS%2bbvQuDAYVN... 4/21/2006