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Home My WebLink About2011 Hartwell Ave (2)oirCEIV ;D D CITY OF SANFORD MAR '$ 2011 BUILDING & FIRE PREVENTION BY: PERMIT APE M'TION Application No: / j 00 X Documented Construction Value: $ 36 Job Address:c;b\ WQ Historic District: Yes No Parcel ID:310-lq Sob ZoninLy: Description of W Plan Review Con Phone: Property Owner Information Name -kav 1 z hwy(-4 Phone: L " JO 3 ^ C a!: Street:c')OA 1Arx(jweU plVenc)(7 Resident of property?: City, State Zip: SaO S-rlYq PC. 3 a ' Contractor Information NamAOA00 1 l wh\ke,i' 1A)haCp S Phone: 3b& cIL1 - Q43 S Street: 42o N. 8agidwU F — Fax: 3"q'% 3_ 4%1 City, State Zip: D - la r l d FL S,-; 7a 0 State License No.: C &C 1 S1 Co U i - Name: Street: City, St, Zip: Bonding Company: _ Address: Building Permit CN' Architect/ Engineer Information Phone: Fax: E- mail: _ Mortgage Lender: Address: PERMIT INFORMATION Square Footage: L I I L Construction Type: No. of Stories: - " No. of Dwelling Units: _ Flood Zone: .. kt wt--G Arc ^ I i" Electrical p? Plumbing_ w- Ser-vic — o. of AMPS: ew Construction - No. of Fixtures: Mechanical ( Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: 0 0j 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 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 11- 3- IR- caner/Agent Date Print Owner/Agent's Name Signature o ate of Florida Date P4 State of FloridaewartionEED401440/2014 Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: INIM 3• 8 `I UTILITIES: ENGINEERING: COMMENTS: FIRE: f ntractor/Agent Date Print Contractor/Agent's Name Signature o -State of Florida Date o0ZZ:] State of Florida tewart y C ion EE040144 0/2014 Contractor/Agentally own to Me or Produced ID Type of ID WASTE WATER: BUILDING:,_, 9 Rev 11.08 03/08/2011 12:40 r/jFpA S air 3869439434 MCNEAL AND WHITE PAGE 01/01 offICE Work Write lip for Weatherization Program Coittas;ta:= . 1)]r h }iannsed To hems hated an rite worts vrrAe up rrtey not port to your evne bus]nesa function. These items shobTd be bid under the umbnexa of your company oug n is your reaporlslpility to puts Detmit8 and provide results peAalnlbj) to Your bu51nes5 functionconiracloissuchasPlumbing. Electrical, HVAC. R'Wfing Eib esoording to Local Municipality and Code and or Provide the same horn 1lcrsnsed tontrapfors perialn=ng to Plumbing, Electrica°.1 iyAC, louse ue built are 1974 required to Provided Certified Payroll for all work performed an residence, for your company and al; silb-corrtr8nt0rs hired by you Any trouse P will require EPA Lead -Sere Work Practme or Lead Testing to bs performed by a EPA Lead -Safe Cer(4ed Firm Photos of EPA Lead -Sate Work practice er Documentation Supporting Negative Tact Results are TequiPe for agency ttocirrr]r:ntatlor] & client fife. if add'itiona) items are needed In con)unoun with a Wpric Write UP lizm. Y roust provide an addendum explalning fePRk in order for payment to bs processed ya1j must Provide the Payrnent rtoguesl porn Signed invoice II U 11 Lien u mli t provide f>Qrmjs_ LSW addDocendum for pro- homes d Dlivis Bacon Compliance Additional info may be re4uit9d. Al; Work and Punch Lisi Items must be 100°= complete Paces & tlerns may be subjr a to change. to (toot budget requirements 0 so. Price and hem changes Addendum agreed d) and send The bid will then be adjusted, signed by MOW as (Addendum to Wd). and sent boa to you you are Tequ]red to sign as tAr cepUt+ bark is MOW vnk then si8has (Acceptance of aid) -and send bark 10 you Work may -begin AIL speetfrcailors.lerrna and condltlorts seat: be 85 dgsrsibed to fiha OWN>=R/CONTRAG7pR AGREEIJIENT and the FLORIT)A lNEATHERIZATION HAND9pOK, MATERIALS. INSTALLATION and WORKMANSHIP 57ANDARO" S, " 9 RsalYuls+ed I Piiart:y # fltAly>7i:. iJ bdr.•'I.. T; tf 1Ijmswll tne1QS1 smoke datettom family room hit he)], ear++ 2tnslelt exhawl tea train'] t yr ntad ra exterior) . 3 y_t.Aer {Bay+ 1 4 IrIggi; hand halo Imo ftos+ arson TheaC 19 bale 1 tterelara LM baps S ki:: h 6 IniI 14WH I)- 7 Caulk e1] wvndo I t W 4. mslde E cal s]de ) 5eA1 Cas]ng bed 3 •/ g Ra-11MAVI1 oss ,8 WTI fO SeW h]Ititan 10 Seal cart+ ac claret E be91 1 6Cpt *B115 0closet 12 Seal y11 p]u nb] t>engtr nbl+b ta1]ndr 8 an motel 13 insta0 threasnold door D 3 94 tNea.herstfip tIaom 01. 0 3 8 0 ast to sea' Raplate 4obr 0 2 w/4apdDotf, iot:kset ' 1t3 Ad?axt w,nrraw W 410 mast Properi to scot 17 lmulr=le aNYr VP to R• 3o f ES1ffr19.Cd 11 is Lot ) 9 B Batt VmEttwon twi!:i darn 1" above 1ftWW1Vn 19 ln ta+t ne>watt;c access h9 s rtjP>lu cos] 20 So'br saes.+ Past=- 9. wa°i= 5 south= f 21 GFL Wea. bvx+it, d ru barn khCh net; Totals 5 22 $ 861 or. e+Nr: *1 maaD= 23 py] return Y; mashC, repsru IC seal sldoa! ill 24 Acta r, sew]eb. B o10an r rov]8e acted Wkei 00MIet"On Pronde stalemtnt of serves pedormed on AG ny ie]teftua 26 install new 50 gel HM wr Par] 8 R-12 lnaulatioNor Dotter ( ptoy+0e R value NAME: Mario Byrd ADDRESS: ?A11 ? tartvv@tl avr:. Sanford It- 32771 Notts to Bid Please inspect the properly arld submit the work-.wdl-a up wilh tour Lost to me NO LATER TNAlh be contacted with the Notice TO Procmd With Work, signed. with is time frame tar work to be con' L,-I VC Signature; 5 20:ft7u," utfu a S0.00 S 20.00 S i5..00 5 ffleqL 15..Op S26..00 76.A0 s5..40 5S25. 00 5 50,00 S S 25. 00 S 50.ct0 S 1 S 25100 $ S4.00 5 t S 15,0 S 25.00 $ 1 25- D0 $ 25.00 S I S 25.00 $ 25.00 5 1 5 20D.00 $ 250.00 $ 1 013 S 5.00 S S S47100 $ 250.00 S 2 S 25.00 $ 50.00 13. 2 3 25.00 S 26,0015 a S 200.00 S 175.00 $ i; 50_ 00 $ 50.00 S 150.b0 S 75.00 $ 100.D0 S 47$ S325,00 S 20000 S 750.00 S 150.00 i 1972 IJOR mbytd3-1f 1 2011. It your bid meets the Criteria, you in. Jt 3' 1. ontractor, Addendum to Gld: paw" 1A0W i Np] kb Ter Ptuc>!ed•tl1 illt:Woflc . ... • . , - Your' Con ract and proposal tot 11011`100 inner fe*ts and upgrades at the above mentioned address. Owners have been examined and accepted by the WeatherizrnwfF;)43 In staff, Items have meet the approval of the client_ Items mentioned above are to be completed within ih lima frame• You rrta ,9-08-20% 'You shall complete 011 work an or before 03-16-2011. I Parcel: 36-19-30-544-0000-0500 Bulldinq #: 1 of 1 Page #1 of I ° 1 Y I • lJ` W SPF SCREEN PORCH FINISHED 192 1972 BAS BASE AREA 1118 1972 EPU ENCLOSED PORCH UNFINISHED 288 1972 OPF OPEN PORCH FINISHED 60 1972 UTF UTILITY FINISHED 180 1972 v2ryx.;.±?2,?L.:\•\'?s'-\\t`2}'?2vn22\•'<\C 4,?\':2i•:i±\i.i ±,:`,' \..,i L. ...4,2;2±\.`. .. Y L, vt: `. v; Oh:;i2<'::i'±'?"::^:::•.{:\..4\•2i}yv>2iv?i\ vlti;;<ti2:\?.:}?::i:i:«ti: ..\i .j'C•: •ti\::6;{'\vK.`}`+`i:•L 4r h•:M1... 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BCIS Home Lo In :User Re istration € Hot To •S 9 9 pits: Submit Surcharge: Stats &Facts: Publicationsi; FBC s. ,. \.::;}.:.::, <:: i:2±•: Product Approval USER: Public User Product Approval Menu > Product or Application: Search > Anplication List > Application Detail v.`.:•': r:'f<<`,a t:;i::± :; FL # FL4904 R3 ti? v ;~;<<f«r>,; Application Type Revision v' 2:?::wr Code Version 2007 Application Status "••^'Lo:;;.;.4?: •E;:::^;;}:.:<.. ;.\S . j.pp Approved Y.`:? t.>., 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 Validated By Referenced Standard and Year (of Standard) 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; National Accreditation & Management Institute, Standard TAS 101 TAS 202 TAS 203 i Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 12/23/2008 12/29/2008 01/05/2009 02/03/2009 Model, Number or Name Description 4904.1 J I Wood -edge Steel Side -Hinged Door Units Limits o se AVVrTv_ed for use in HVHIZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/-76.0 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 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. 4904.2 1 Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 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 V-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 6'-8" Opaque I/S and O/S Single Do Certification Agency Certificate F L4904_R 3_C_CAC_N 1006 M-R 3 Quality Assurance Contract Expit 12/31/2010 Installation Instructions FL4904_R3_II_FL4904 6_8 Opaqu Verified By: National Accreditation Created by Independent Third Part, Evaluation Reports Created by Independent Third Part, 8'-0" Opaque I/S arid O/S Single Do Certification Agency Certifccate FL4904_R 3_C_CAC_N 1006110-R 3 Quality Assurance Contract Exph 12/31/2010 Installation Instructions i FL4904_R3_II_FL4904 8_0 Opaqu Verified By: National Accreditation Created by Independent Third Part, Evaluation Reports Created by Independent Third Part 4904.3 Wood -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and O/S Door w/ o Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904_R3_C_CAC_N10061.10-Rs Approved for use outside HVHZ: Yes Quality Assurance Contract Exph I Impact Resistant: Yes 12/31/2010 Design Pressure: +55.0/-55,0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building FL4904_R3_11_FL4904 68 Opaqu Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Parr Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 12'-0" x 6'-8" max nominal size. When large missile impact Created by Independent Third Part, resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO128-05 for details. 4904.4 Wood edge Steel Side -Hinged Door Units 8'-0" Opaque I/S Door w/ or'pv/o Sid Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110-R3 Approved for use outside HVHZ: Yes Quality Assurance Contract Expii Impact Resistant: Yes 12/31/2010 Design Pressure: +45.0/••50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building FL4904 R3_ll_FL'4904 8_0jOpagu Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Part, Buildings and Other Structures, does not exceed the design pressures Evaluation Reports listed. 12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Part, resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO129-05 for details. 4904.5 1 Wood -edge Steel Side -Hinged Door Units 8'-0" Opaque O/S w/ or w/o Sidelite! Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 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. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO129-05 for details. Certification Agency Certificate FL4904_R3_C_CAC_N 1006110-R3 Quality Assurance Contract Exph 12/31/2010 ' Installation Instructions FL4904_R3_II_FL4904 8_0 Ooadu Verified By: National Accreditation Created by independent Third Part, Evaluation Reports Created by Independent Third Part, 4904.6 Wood -edge Steel Side -Hinged Door Units 6'-8" Glazed I/S and O/S Door w/ or Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/-!i0.5 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. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO130-05 for details. Certification Agency Certificate FL4904 R3_C_CAC NI006110-R3 Quality Assurance Contract Exph 12/31/2010 Installation Instructions FL4904_R3_II_FL4904 6_8 Glazed' Verified By: National Accreditation Created by Independent Thir"d Pare Evaluation Report: Created by Independent Third Part, 4904.7 , Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed I/S Dobr w/ or w/o Side Limits of Use Certification Agency Certificate i Approved for use in HVHZ': Yes FL4904_R3 C_CAC_N1006i10-K3 Approved for use outside HVHZ: Yes Quality Assurance` Contract, Exph Impact Resistant: No 12/31/2010 Design Pressure: +40.0/-45.0 Installation Instructions ' Other: Evaluated for use in locations adhering to the Florida Building FL4904 R3 II FL4J04 8_0 Glazed I Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Part, j Buildings and Other Structures, does not exceed the design pressures Evaluation Reports ' listed. 12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Part, resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. 4904.8 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed O/S Door w/ or w/o Sid Limits of Use Certification Agency Certificate Approved for use in HVIIZ: Yes FL4904_R3_C_CDAC_N1006.110•R3 I Approved for use outside HVHZ: Yes Quality Assurance Contradt Expij Impact Resistant: No 12/31/2010 Design Pressure: +45.0/-'40.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building FL4904_R3_II_FlJ4904 8_0Glazed Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation, requirements as determined by ASCE 7, Minimum Design Loads for Created by Independent Third Part; I Buildings and Other Structures, does not exceed the design pressures Evaluation Reports I listed. 12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Th rd Part, iresistance is required, hurricane protective system is required. See 1 I DWG-MA-FLO131-05 for details. Back Nextj Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000- 2010 The State of Florida. All rights reserved Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Softwate I Customer Se Product Approval Accepts: EM WE c^'hai. Veefffif8e s YrZ 0titk • , aw ., i YY aiPf i fzw SIDE=HINGED•WOOD=EDQE-S-fEEL-DOOR-LtNIT" - 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMNED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDNGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES 3 POLYURETHANE CORE F1ANE SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 4 PLASTICS TESTING OF LITE FRAME MATERIAL: TFST nFSrRIPTInW 11FSN:mATInM RFCI IIT SELF IGNITION TEMP ASTM 01929 680 'f > 650 'F RATE OF BURNING ASTM 0635 1.10 RJ MIN SMOKE DENSITY ASTM 02843 69.6% TENSILE STRENGTH- ASTM D638 7A8R RIFF l.Lm AIML IMZILL ]IneNUln Arltn WtAlNtKINU 4500 HOURS XENON ARC METHOD 1 out 00 00 00 00 00 SINGLE DOOR UNIT DOUBLF, DOOR UNIT TABLE OF CONTENTS SHEET b DESCRIPTION I TYPICAL ELEVATIONS Ec GENERAL NOTE 2 ANCHORING LOCATIONS & DETAILS ANCHORING LOCATIONS 0 TAI S 149" AOX OVERALL FRAME WIDTH PANEL WIDTH 37.5" MAX. W/ASTRAGAL I FRAME WIDTH 19 oo N 00 i 10 o c. DOUBLE INSWING UNILWISID IT S SINGLE DOOR UNIT W/SIDFLRES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REOUIRED TO BE 15% OF DESIGN PRESSURE N IG MAX WIDTH IN WING DU SWING INSWING OUT WING X 3 .5 i• 6.0 -7 . 0 -7 .0 1 .0 -19.0 0 -55.0 XX 4 5 .0 .D 0 -55. 1 19.0 -19.0 55.0 -55.0 ON or XO 7 55.0 -55.0 0 - 5.0 5 19.0 -19.0 55.0 .0 OX 112. 0 -55.0 0 - .0 19.0 -19.0 5 .0 -55.0 XX 149 5 .0 - 5. 55.0 .0 19.0 -19.0 55.0 olliolzalo SCALE: N.T.S. DWG. eT: SWS aa<. Yr. mAwmf; NO.- OWr.-MA-FL0128 SHEET OF yI 1 SEE DETAIL C" SHT. 2 L 3" I N a U SEE DETAIL D' SHT. 2 W w o °f a G is 3- ATTAr.HMFNT DFTAII 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) ARD C UFASTENERRATINGFROMTHEDIFFERENTFASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND 1. KWIKSEf OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE , CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED10WOODSCREWSOR3/16" TAPCONS. A PHYSICAL 50" AT 5-1/2" CENTERLINE. SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN 0.25" 2. 4" X 4" FULL MORTISE BUTT HINGESLOCATION. '— MAXSHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL — — r•I ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE i': AhnknbNM9 MINIMUM EMBEDMENT OF 1-1/4". Cr Ito1Na TYPICALpMersdB, 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION peep , TRANSFER LOADS TO STRUCTURE. 4•. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DATE, 7 11 05 SCALE—N.T.S. M.Ori $W$ cm. BY: DBAWMD NO.- DWG-MA-FL0126-II 1: s s ELT 3 ov 3 J f STATEWIDE PRODUCT APPROVAL SUBMITTAL Revision Date: 5/24/04 Application/Permit #: 201008356 1 Building Addressdv—"-Owner: Contractor: d- Openin s: Sliding Glass Doors,Exterior Swing Doors, Over ead Doors, Fixed Glass, Windows, Mullions, Skylight Qt Pressure i Manufacturer Product Category Approval Number/ Seq#. Product Model# or Name Series Glass Type/Size Attachment Method Approval Entity Expiration Date D T I 7 7Gany, r I k f k i i E i i Only one entry required for Multiple units of the same size and Design Pressure D= Design Pressure T= Max. Test Pressure Page 1 of _