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HomeMy WebLinkAbout2834 Empire Pl (2)Permit #: (50-9s, /^0 s, Job -Address: AF Description of Work: Historic District: PLEASE CALL NAN @ 407. 468-1010 WHEN READY.—THANKS CITY OF SANFORD PERMIT APPLICATION Date_ / v We L .ea 2 �� cFi�Fo & REPLACE /"Un f- e�.r��� ,�j ��KS �A N 1 Zoning: Value of Work: S 200 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 #:�- /)t/yt/ ' (/t/� D y(Attach Proof or Ownership & Legal Description) -7 Owners Name & Address: I C{�HSl} b l �P Ci 2334 ^f�f1.Q//Q� /:91��i�.(� IK 302% /& Phone: Contractor Name&Address: LOWE'S Peter Anothy CafaroIII 4948 Tellson Place . ORLANDO, FL 32822 St-i«cws@N¢itber: CGC 1508417 Phone &Fax: 407-467-2643/407-327-0910 Contact Person: MINDY HOLMES Phone:407 468-1011 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: NA Phone: Address: Fax: .Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that. no work or installation has commenced prior to the issuance of a permit and. that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the require ents of F to 1rrt,Law, FS 713. Signature of Owner/Agent Date Signature ontractor gent ate Print Owner/Agent's Name Signature of Notary -State of Florida Date Print Owner/Agent is— Personally Known to Me or Cont Produced ID APPLICATION APPROVED BY: Bldg: 0 Zoning: (Initial & 15ate) I(Initial & Date) Special Conditions: DBBDlr_# DD 18t t My COtAMISS 25 2007 EXPIRES: febtuaty .,...,nunt Assoc CO; Produced Utilities: FD: (Initial & Date) (Initial & Date) 'f7.'y�`4 Improving Home Impmement 4948 Tellson PL Orlando, Florida 32812 Bus. 407/370-2872 Fax. 407/352-6309 Limited Power of Attorney Date: )IL710-7 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 fora permit for work to be performed at a location describ as: (Address of Job) (Owner of Property) And to sign my name and do all things necessary to this appointment. Thank you for your assistance. Sincerely, Peter Anthony Car yl Area Installed Sts 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 ,_J9, 20(p. No.public My commission expires Notary Public State of Fbrida Geoffery l Hoft My Commission DD38" EP:j� xpires o1118/2oog Seminole County Property Appraiser Get Information by Parcel Number Page I of I http://www.scpafl.org/web/re_web.seminole_county title?parcel=0620315050D000020&cpad=EMPIRE... 1/16/2007 Ir' DAYID JoHnsoN, CFA, ASA PROPERTY APPRAISER SEMINOLE COU NT'L FL. � 1101 E. FIRST 57 -° SANFORD FL3=1-9e1C$ r, 447-665-7506 t 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 06-20-31-505-OD00-0020 Number of Buildings: 1 Owner: HIBLER THERESA M Depreciated Bldg Value: $95,404 Mailing Address: 2834 EMPIRE PL Depreciated EXFT Value: $544 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $23,363 Property Address: 2834 EMPIRE PL SANFORD 32773 Land Value Ag: $0 Subdivision Name: WOODMERE PARK 2ND REPLAT Just/Market Value: $119,311 Tax District: S1-SANFORD Assessed Value (SOH): $59,812 Exemptions: 00 -HOMESTEAD (1994) Exempt Value: $25,500 Dor: 01 -SINGLE FAMILY Taxable Value: $34,312 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SOH): $1,863 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $641 WARRANTY DEED 01/1974 01018 1764 $22,500 Improved Yes Save Our Homes (SOH) Savings:. $1,222 WARRANTY DEED 01/1973 00965 0574 $18,600 Improved Yes 2006 Taxable Value: $32,570 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land .................... PLATS::Pick... Method Units Price Value LOT 2 BLK D WOODMERE PARK 2ND FRONT FOOT &LEG 75 117 .000 350.00 $23,363 REPLAT PB 13 PG 73 DEPTH BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1972 5 986 1,433 1,217 CONC $95,404 $113,915 FAMILY BLOCK Appendage 1 Sqft UTILITY FINISHED / 132 Appendage 1 Sqft ENCLOSED PORCH FINISHED / 231 Appendage / Sqft OPEN PORCH FINISHED / 84 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 ALUM SCREEN PORCH W/CONC FL 1982 160 $544 $1,360 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 year's property tax will be based on JustlMarket value. http://www.scpafl.org/web/re_web.seminole_county title?parcel=0620315050D000020&cpad=EMPIRE... 1/16/2007 11657-hibler, arthur-1-17-07 (1728)(2192x2 tiff) [2] 2007- - 16:15 407-430-406 16. .02 407-430.406 1657'44T"�Eb p �,/�/ /5 eot • ZQ502 68 ,� � DDDR oaim� t, yt asr a M LAttY� W NnoP wiww� "^---- -�/ _- _ p�NO UMt � EAb�iw,.,n-�-tnlsxltr_ Fe► wm�f1Y m M wfls ar,dMWpod li omm �3 j{�[ L110 IASW,A3 ram�LS pfd rffh 01 AW a' doo t •Y�l m�Q�At— .-0 WMNmdw bmwmmbi��A{h41 wip LH13 j__L sm' oasxea ISOM 000-S" . -- ar '"►�md. 0*0 dim YMP MO ""am tl�r1i1G69dm 10JR MO❑ im*vw F�11tliYYFYd tltit� �bpp I�rY tlM fo�� d �tn�� ePaun4epaadca�' d RgMy � erelNbllMK 0�� cxrnrrdl� Npg111.�dwagatMdud�ttrroNpgm4borddM+d � a auk Arad M►t' PPM�Y or OM1�0 a f d Aw door ur fYIP14�W� �IYaebr1 W71lIIf00M11n�q MWO Md r.n.d� aoet nye muw b6 tAh tw dmojm o► &4W Aboxb WdtifxMxiy. ++Y d tr am Wbor ft M o0+k* 6 � ti pM attldrrl Modr an v+o amra Andean svtoatn+e�+� ra. a,a�.N•� IhehoUoa tivA►� --, x pgArYhllbMNww 7�w��e•i�tlP�MY�ihkNP_..�+...--���gdMi �, Oirerlrw��M �M J� ubrmdliw e@Nef opo'derd poxlrmM4tlfrP� �PP�V m f'!• AWWW�Mfl��M MdwMd/�1MMd HmaWtCg010�Y1b NAlbdir b iipl M �'rYwnwYyr tOeM anAb�cnPNEtbI AMr PO�f/0Rf1TiOd1fl1�T�NAY811TNl1SIIM►AID001HA� RVA WMWII 7;, SI��*OP AMA CPSMmTAW AJWO .am=+MMOOwmaAT7mTi OFvolum 9aN11W1 —..�,.- °"rte- 7r'. '__(s�+e Pw1 r>dR r _ _ AaMn .rh�J�wwltdMaai/I�IMIiIA�W�IIAIirNoroa'AR�."�.w..gA rawr� �yr�rrn�eMt�rravm+rrer~dr.lWrrreN4rlwtr/itltt►M� jll�yiwwtr d tla�MwNow� dMb e� aftom me M M twwfta.+. re a trM w� w �ab� � a � vaew+o" mfirou om 00Yttt�-104 11657-hibler, arthur-1-17-07 (1728x2192:2 tiff) 0 -01-16 16:15 407-430-4069 1657 -INSTALLED SALES SSZR135A LOWE'S HOME CENTERS, INC. SAF 1651 PAGE: 1 DATE: 01/16/07 3780 ORLANDO DRIVE SANrORD FL ORDERED FOR: ARTHUR HIBLER PHONE: (407)430-4060 ADDRESS: 2834 EMPIRE PLACE SANFORD FL 12.173 PRONE: (2,03)775-2939 Vb:NDOR NAME: HOLMES, NAN CONTACT: ADDRESS: ATT PRONE: (407)4613-1010 ORLANDU FL 32818 FAX: (407)246-2960 pRO.TECT: 183284005 YERMIT FEE FOR ENTRY DOORS LOWES P0: 32741411 LOWES INVOICE: 93142 ASSOCIATE: HAROLD WTLLIAMSON EST DELIVERY: 01/16/0'/ AR NUMBER: QTY ITEM ITEM DESCRIPTION DIN VRND_PART# COST EXT -COST -------------------------------------------------------- 1 3.47142 PERMVP FEE ENTRY DOORS PERMIT 100.00 100.00 FREIGHT $ 0.00 TOTAL $ 300.00 P 1/5 4 = 149" MAX OVERALL FRAME WIDTH o N SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 21 " MAX 36.375" MAX J D Ip D.L 0 - PANEL WIDTH 37.5" MAX Q tY N 6'-8" GLAZED DOUBLE DOOR WITH /WITHOUT SIDELITES w/ASrRAGaL FRAME WIDTH zo --- ~ W U GENERAL NOTES Lj W W I. EVALUATED FOR USE IN LOCATIONS ADHERING TO z THE FLORIDA BUILDING CODE AND WHERE PRESSURE REO UI REMENTS AS DETERMINED BY ASCE 7, MINIMUM _ W0 O DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED � X � � r-, Q 3 POLYURETHANE CORE FLAME SPREAD INDEX OF 50 Z� U AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 = -' - ,. 6 E) r 4 PLASTICS TESTING OF LITE FRAME MATERIAL w TEST DESCRIPTION DESIGNATION RESULT Q a Q : j O O 7 W O 2 W O O _w • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING � 4500 HOURS XENON ARC METHOD 1 g e m J W p U �o as W 0 3 O U DOUBLE INSWING UNIT W/SIDELITES of a AdkdntDM W r CwfficeliaN O.: / Dale I u) z 0 w • e e � e w 0 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE O z WHERE WATER INFILTRATION PERFORMANCE IS TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE wTE: 7/11/05 CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING scnLe N.T.S. 'SHEET # DESCRIPTION X 37.5 +50.5 -50.5 +50-5 -50.5 +19.0 -19.0 +50.5 -50.5 i TYPICAL ELEVATIONS & GENERAL NOTES XX 74' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 Dwc. BY: sws 2 ANCHORING LOCATIONS & DETAILS OX or XO 75" +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 cr�K. aY: ANCHORING LOCATIONS & DETAILS OXO 112.5" +50.5 -50.5 +50.5 -50.5 +19.0 / -19.0 +50.5 -50.5 DBawirvc rv0 OXXO 149' +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 DWG-MA-FL01J0-05 SHEET 1 OF 3 SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D635 1.10 IN MIN SMOKE DENSITY ASTM D2843 69.67 TENSILE STRENGTH• ASTM D638 -7.a8� DIFF SEE DETAIL SEE DETAIL,. 6 3„ .E .. 3 � � 6 3 � J I— z I I I I I 6.. 6" II" OR EOUAL � Ne x 1-1/2" PHS B A DOW 995 OR EQUAL I I I 6" I 6" 3" 6" o e w V as SEE DETAIL Y ..D.. D 0 w 3. 3" —I 6.3I L 3 3" 3" — f �-� IJiiI---I — . SEE DETAIL 6" F.. #8 x 2-7/2" #10 x 2" #8 x 2-1/2" #10 x 3/4" #8 x 2-1/2 #10 x 1-1/4" #10 x 3/4" #10 x 3%4" # 10 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. 1lddW=bNkW 0.962"I Cer�Cetlm Na: nor / s7s� { Dm&I INSWING THRESHOLD OUTSWING THRESHOLD 6" 'FE DETALI C.. 6" c O N U zcj� N O W 0 cc: �z Q w W z �LL uj F— 00 z Q J Q � En (\ Q � U ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH "�FOR THE THRESHOLD & IN10 THE STRUCTURE DEEP ENOUGH A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 OR EOUAL � Ne x 1-1/2" PHS DOW 995 OR EQUAL %TERI R INT RIOR TYPICAL GLAZING DETAIL DATE, 7///11/05 SCALE: N.T.S. DWG. BY: sws CHK. BY: DRAWING NO' OWG-MA-FLO I JO -05 SHEET 2 OF 3 SEE DETAIL "C" SHT. 2 I � a w U a SEE DETAIL r "D" SHT. 2 a IG I T771 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED 0 2. — - — I II G OH II II - B II I Q N r J Q W W B E a io 3" _I �-- ` I— "�- c --a 13.. f,. —11— 3., I 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"I ' SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN 0.25" LOCATION. — MAX 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". 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. 7 HARTIWARF ,CHEM II 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 DATE: 7/11 / 0 5 SCALE: N.T.S. DwG. or: SWS GHK. BY: 0WG--MA-FL0130=05j SHEEF 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 6D PER ASTM E84 4 PLASTICS TESTING OF LITE FRAME MATERIAL T—T n SELF IGNITION TEMP ASTM D1929 680 'F > 650 'F I. RATE OF BURNING ASTM 1635 IN/MIN SMOKE DENSITY ASTM 02843 69.6% TENSILE STRENGTH' ASTM D638 -7.48% DIFF LUMF'AHAIIVL ILNWLL JIHLNUIH AFIER WLAIHERING 4500 HOURS XENON ARC METHOD 1 149" MAX. OVERALL FRAME WIDTH - 21 " MAX 36.375" MAX. rD L 0 -'i WI SLTRAGAL r FRAME WIDTH I i SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDED TE WITH SIDELITE TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 JANCHORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS & DETAILS DOUBLE INSWING UNIT w/SIDELITES Cedtm5mNL- / AWAldbf. DateRe�iaTe r SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES DATE: 717 7/05 smc: N.1. S. _ owD sr. SINS CNK. BY DRAWING NO' DwG-MA-FLO131- SHEET I OF ,j 6' SEE DETAIL 5" ..E.. 3 iE 3.. 3 3.. fit. �k 3 ;EE DE .c.. I I I I �6.. 6..� 6 6..�� 3' I I I B L B 6 6' 6' 3 r� 6' 3' �— L 3t� 3.. 3 —� r J 11 I -� f 3 6SEE DETAIL J/ —�jj I���� ---' 6" F.. #8 x 2-1/2" #8 x 2-1/2" 0 DETAIL "D" a #70 x 2" #8 x 2-112" #10 x 3/4" #10 x 1-3/4'" #10 x 2" #10 x 3/4" #10 x 3/4" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT I 1.375" I INSWING THRESHOLD STRIKE PLATE TO FRAME AS SHOWN. AdiellrymEoNNAI 0.962"+ BA8�6� �.•� I / T OUTSWING THRESHOLD SEE DETA 'D" 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 Dow 995 OR EOUAI� f 15 x t--1/2' Fns DOW 995 .R�. OR EQUAL XT RI R INT Ri R TYPICAL GLAZING DETAIL CL- �o O N U zct� N O V) W U cc �z w Z � F— I— � O /O O O � U 7/11/0° N. T. S. eY: SIMS 9Y: NO NO - -MA-FL0131 2 v 3 SEE DETAIL "C" SHT 2 SEE DETAIL "E" SHT. 2 — 6' \ 6" 3„ 3„ L II II 6' �—lil. 6" CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED 3'-�jl 6" _ LI — 6" I. 3,. 3.. 6,. 3.. 5" II e 3 "6 r. —I 1— 31 DETAIL SHT. 2 SEE DETAIL F" 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 1.50" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN � _ 025" 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. i I I II 6" 5' I I I KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED 3'-�jl AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHM.A A156.16) f 0 SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACIIVE DOOR PANEL - (1) AT TOP AND (1) AT BOTTOM. — — Q r J a w w 0 (:A — 3' 3' Lw 6"3 I 6" 3 HARDWARE SCHFOUIF 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BE1ErER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-112" CENTERLINE. 1a. 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/BHM.A A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACIIVE DOOR PANEL - (1) AT TOP AND (1) AT BOTTOM. 2.14" X 4" FULL MORTISE BUTT HINGES DATE: 7/11/05 SCALE: N.T.S. DWG, BY: SWS CHK. BY: DRAWING NO OWC-MA-FLO131-05 SHEEr 3 OF 3 Florida Building Code,Online j BCIS Home Log In Submit Surcharge :e Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status 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@mason ite.corn Steve Schreiber ssch rei ber@ mason ite. corn Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Standard ASTM E1300 ASTM E1300 Year 2002 1998 http://www.floridabuildiiig.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 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 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 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 j Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Approved for use outside HVHZ: Installation Instructions PTID_4904_I_Install 68 WE Glazed.pdf Impact Resistant: PTID_4904_I_Install 68 WE Opaque.pd Design Pressure: +/- PTID_4904_I_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. �4904.2Wood-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. http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 Florida Building Code.Online Page 3 of 5 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. 4904.3Wood-edge Steel Side- 6'-8" Opaque I/S and O/S Door w/ or w, 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 j 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-FL0129-05 for additional information. 4904.5 Wood -edge Steel Side- 8'-0" Opaque O/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=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 Florida 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 -edge Steel Side- �Siclelites 6'-8" Glazed I/S and O/S Door w/ or w/i __]Wood 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: 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 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. 4904.7Wood-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. 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 littp://www.tloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006 Florida Building Code, Online Page 5 of 5 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 / -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 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: Bob d' APP:,koV=CJ 'Y. littp://www.tloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtelulwHNbblSciO%2baWgLu... 4/21/2006