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HomeMy WebLinkAbout306 Borada Rd; 18-3548; GARAGE DOOR08/14/2018 09:56PM 4076340400 LISACOOK DECKERDOORS PAGE 34 CITY OF SANFORD AUG 2 0 2018 BUILDING & FIRE PREVENTION I .. PERMIT APPLICATION Application No: __ -- Documented Construction Value: S 822.43 Job Address: _306 Borada Rd. Sanford, FL 32773 Historic District: Yes No Parcel ID: 10-20-30-503-0100-0370 -- Residential ® commercial F] Type of Work. New Addition Alteration Repair Demo Change of Use Move Description of Work: Replace left side garage door unit size for size Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Jdaa ,had Janice Whelan Phone: 407-37.1-7987 Street: 306 BQrada Rd. Resident of property?: City, State Zip: Sanford. EL 32773 Contractor Information Name Daniel T. Decker Street: 724 Brooks Court City, State Zip: Winter Springs, FL 32708 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 407-696-0830 Fax: 407-696-7356 State Li;ense No.: CBC1250499 Arch itect/Engl neer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMCNT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S 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, 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 constractiou 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. FBC 105.3 Shall be inscribed with the date of application and the code is cf*'ect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 08/14/2018 09:56PM 4076340400 LISACOOK DECKERDOORS PAGE 35 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that tnay 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 1Plorida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. ,A, copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued_ 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. 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 'lope of ID zgl fi g-`" wr Signature of Contractor/Agent Date Daniel T, Decker Print 2 tmaetor/Agent's Name Signature o£N ry-State of Plorida Date ELIZABETH COOK MY COMMISSION # GG 189555 EXPIRES: January 10 2021 Bonded Thru Notary PuMk Underwriters Contractor/Agent is /Jlersonmri nown tome 77 Produced ID Type of lD BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ,ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: ti Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Rpii IQ - Q Min Max fins2ection Descri2fl6n. Footer / Setback Stemwall Foundation / Form Board Survey Slab Mono Slab, Pre our Lintel / Tie; Beam / Fill Down Cell Sheathing— Walls, Sheathing— Roof Roof Dry In Frame Insulation. Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stuccol Siding Insulation Final Final Utility Building Final Door Final Window - Final. Screen, Room Final Pool Screen Enclosure. Mobile Home Building Final. Pre: Demo Final Demo Final Sing -le Family Residence Final, Building. (0ther) Address: 7r a-w-0-f—WIT, max. [Ins pection.Desciription Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MINM10 i min max -1 Inspection, Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final uwawa. Max- I Mechanical Rough Mechanical. Final, min Max irmspection.Descrietion oil ps UndergroundGas Gas Rough Gas Final REVISED: June 2014 LIMITED POWER OF ATTORNEY I hereby name and appoint: lkUM 61. J I U V V (Print Name of Appointee) Decker Doors, Inc. Company Name of Appointee) to be my lawful attorney -in -fact to act for me in applying to S 0,/\o Government commercial / Residential Permitting for a permit enabling work to be performed at the location below — described and to sign my name and do all things necessary to this appointment: 00 Section 20 Township 3 o Range t) D 3 Subdivision 100 Block 370 Lot 30(p ftvada Rd. John Md Tamtce -Wkelcun Signed: Project Address) Owner of Property) Owner of Address) certified contractor signature) Date: g Certified Contractor: Daniel T. Decker printed name) Contractor License #: CBC 1250499 State of Florida County of Orange Sworn to and subscribed before me this`day of Z xO\ by Daniel T. Decker (name of person acknowledge who is ersonally known to me. Notary Public) Commission expires: LESLIE A. TISCHLER MY COMMISSION # GG 039221 EXPIRES: October 24, 2020FORMpowerofattorney/042501/dv ,"-Tr,c c FAQ.• Bonded Thru Nc ary Public Underwriters 08/16/2018 08:15AM 4076340400 LISACOOK DECKERDOORS PAGE 01 RECEIVED 08/15/2019 05;44PM 4076340400 OISACOOK DECKERDOORS 2018-08-15 17:44 Home Depot 0264 COS 4073331117 » 4076340400 P 1/1 I , H OLr UL Pa 3b 6LH`130q page 11 of w No. H0264-91448 Hume Improvement Aaftt ement KFASE READ THIS Important additiortgil information regslyding CuStOttf rs nghts twy be cantalned in an atachud Stator Supplement, o : This "Agreement" COrlSists of Chia page, the following General Terms and Condtiltms, tho Invoice, Ilse State Supplement if apphcanle, end any drawings or Criangt; Orders expressly trade a part of this Agreement. The Agreement is between the Customer Identified on the invoice and The Home depot. Any inptarA t ri services provided under this Agreement shall be performed by a limsed aria insured iRtrd party Authorized Swkm Provider. The Home NpOt does not perform archtlectUral ar engineering setices, nor it make stmulutal changes to d%P-R gs or other structures. The Home ft"KEAM IR, Payment is TVwT d immediewly ea rolloww payment: $ R22„43 _ Due in fail itamtnffidety, sates Tax. ftr appiieatrte, Total Amount of Sate: 5 $,77 d R tnsludes all applialtbie discounts, rebaw, and taxat:. Excludes 4?nano* charges.' Any Mtkftt payments or other finance charges will be determined by Cu%tomwlc separate cardholder or loan agreement, to which The Hums Dapot i9 NOT a parry, and %III be In addition to CustarnW6 payment under this Agreement, Customer b subtsct to the temu dKtl cxrntllttans oitheCar tctderorloan at}raemon{, gp gpptkwdfa. rvo hmOs should bo made payove to Aulhomw $ervicn Prodder; homvnr, Atiftrized Smv of Pra0der may 0MIwl Custampet payment(®) made payable to Tile Hama Depot. wed QdhTny_1!j tattatto_n_SytNdulc, DellvervData: Tap Smnate: n2jiinnIA r:niehnate- norammnin A tx ho : Customer authorizes The dome Depot to order and arrange forme dellvery of all good; and services friclijoad cn the Invoice. Customer further agrees and understands Ihel this Agreement Is ttte nrttife agreement between Cue omoir and The Herne Depot With regard to sald goads and services ww Supersedes all prior dt eumiorta and agreements, etlher oral or v8ftten felatittg to said goods and seiv et:s, Ths Agreement can not be assigned or amended e>xtnpt by a wrldllg signed by Customer and The dome DePOt. Customer adm wledges and agrees that Cualorner has read, understanls, voluntarny aonepts the team of and IS entitled to and ha:s received a complM Copy of this Agreement at Ow tine Customer sign® fh9 Agraemank Installation Professlonars licansip number and pettnitting it M"ation may need to be provided later era as such this infrormafion may be omitted ill the time this Agreement is slgneu. 09MOUnISWit , The parties to the Agreement agree trot lrte dlgllal Slgrrstwes of the parties Incladod In this raement are intended to authentIcate this wrlttng and to Nva the aarne force and effect as the yR$ of manual algnaluras. Customer acknowiedpr; that he or she is the person named on The Home Depot uor bvd number Ideritifrea on ttte potnt of axis corvine. CANCELLATION: . CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME OF -POT BY MIDNIGHT ON THE THIRD BUSINESS- DAY AFTER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED 13Y LAW IN CUSTOMEWS. STATE. under such tircumstonoee, C;uMmaes payments) will be ri n mad within tan (10) businm clays after The tiome Depof'e moelot of Cubtomers notica. A e s by; 08M 3l2018 Amhorlmd SaMAce Provldar's run BoslrrpwNraft New- Address and Lice- e Mo, uhr Ms}., as vpphcabtc: Uoense lYo(s). AftoweiG' p/qurtrorrrxd S*T*a Ptovid& '3 Full Sign&ta Daft J oclate: Please printyour saiasprxsrut' fieeneo rti+rhrNr, a apgl;reete. hems veW u n.a, Inc,.14s5 pooex Von RDdd N,W„ Bnto B:a AOM GeaWR 3=9 9r2o1 t Page 11 of 17 N4, M0264-91448 Customer Copy 08/14/2018 09:56PM 4076340400 LISACOOK DECKERDOORS PAGE 36 Property Record Card Parcel. 10-20-30-503-0100-0370 Property Address: 306 130RADA RD SANFORD, FL 32773-5593 Parcel Ihformatlbh Parcel 10-2 0-3 M 03-010 D-0370 Owners) WHELAN JOHN WHELAN,JANICE Property Address 306 f3ORADA RD SANFORD, FL 32773-5593 Mailing 306 BORADA RD SANFORD, FL 32773-5593 Subdivision Name HIDDEN LAKE PH 2 UNIT 1 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) 1P 38 Legal Description LOT 37 BLK 1 HIDDEN LAKE PHASE 11 UNIT I PB 24 PGS IS TO 17 Taxes Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cast/Market CostlMarket Number of Buildings 1 1 Depreciated Bldg Value 112,477 91,862 Depreciated EXFT Value 1,112 1,162 Land Value (Market) 30,000 25,000 Land Value Ag Just/Market Value "" 143,589 11a,024 Partabil ity Adj Save Our Homes Adj 64,520 40.581 Amendment 1 Adj 0 P&G Adj 0 0 Assessed Value 79,069 77,443 Tax Amount without SOH; $1,459.00 2017 Tax Bill Amount $686.00 Tax Estimator Save Our Homes Savings: $773.00 Does NOT INCLUDE Non Ad Walorern Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 79,069 50,000 29,069 Schools 79,069 26,000 54,069 City Sanford 79,069 50,000 29,069 SJWM(Saint Johns Water Management) 79,069 50,000 29.089 County Bonds 79,069 50,000 29,069 sales Description Date Book Page Amount Qualified Visomp WARRANTY DEED 9/111967 01888 0251 72,500 Yes Improved QUIT CLAIM DEED 6/111987 01869 1611 4,000 No Improved WARRANTY DEED 8/1/1986 01661 Qa7 62,500 Yes Improved WARRANTY DEED 12/1/1981 01371 0784 63,000 Yes Improved WARRANTY DEED Bl111981 01350 1329 49,300 Yea. Improved Find CorrtpambN 8slfs Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 1 30,000.0D 30,000 Building Information Z G C stir v Ln Qo n r, m 00>5D ZO=m2(nnm 35m D m MZWO{M QDp= N ZOO mOn0 O=O6-oOmcoMM-MWo;ax G._0CD Cm r- ODZc_n' O 00WOMO am p* M -1 -4 O .1 n0=m2rD-M om xM7J "mDm 000-4 D D U) 8 r dhtlM eeue pcp- 3047 6,1,0) rd FZ • 3 Z`77 J Opening will meet 35 PSF +/- requirement Florida Building Code Online Product Approval USER: Public user Product Aooroval Menu > Product or Aoclicat+ori Search > Aoolicat cn iist > 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 Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated FL8228-R8 Revision 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Masonite International 1955 Powis Road West Chicago, IL 60185 800)663-3667 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 ASTM E1886 ASTM E1996 ASTM E330 TAS 202 Method 1 Option A 12/21/2017 12/21/2017 Year 2005 2005 2002 1994 hftps://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tgl BvStmXEZYTLXHU%2bGCOs%3d 1/4 1/Ei/U18 Florida Building Code Online Date Pending FBC Approval Date Approved 12/27/2017 Summary of Products r .._- t._................ ....... ..._................ r..............................------ ............ ........... ....... ........................ .... .............. ..,:........................... FL # Model, Number or Name Description 8228.1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +85.0/-85.0 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, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region, See DWG- MA-FLO160-07 for additional information. 8228.2- _Fiberglass Side -Hinged Door Unit 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, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG- MA-FLO161-07 for additional information. 8228.3 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 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, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region, See DWG- MA-FLO160-07 for additional information. 8228.4 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 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, does not exceed the design pressures listed. 12'-0" x 6-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG- MA-FLO160-07 for additional information. 8228.5 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 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, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG- MA-FLO161-07 for additional information. 6'-8" Opaque I/S and O/S Single Door Certification Agency Certificate FL8228 R8 C CAC NI006900 01 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0160 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514010A od` Created by Independent Third Party: Yes 8'-0" Opaque I/S and O/S Single Door Certification Agency Certificate FL8228 R8 C CAC NI006900 02 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 TI FL0161 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE S1400 A odf Created by Independent Third Party: Yes 6'-8" Opaque Inswing Single or Double Door w/or w/o Sidelites Certification Agency Certificate FL8228 R8 C CAC NI006900 O1.1)df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0160 pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514008A odf Created by Independent Third Party: Yes 6'-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R8 C CAC NI006900 01 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0160 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE S14008A df Created by Independent Third Party: Yes 8'-0" Opaque Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R8 C CAC NI006900 02 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0161 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514007A odf Created by Independent Third Party: Yes hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQwtDquftCwaMPtp3TglBvStmXEZYTLXHU%2bGCOs%3d 2!4 wb/4U 18 8228.6 Florida Building Code Online rioerglass Side -Hinged Door Unit i; 8'-0" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use i Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 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, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG- MA-FLO161-07 for additional information. i_............................. . 8228.7 — ' Fiberglass Side -Hinged Door Unit_ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +52.0/-52.0 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, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO162-07 for additional information. 8228.8 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55.0/-55.0 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, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO162-07 for additional information. 8228.9 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40.0/-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, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO163-07 for additional information. 8228.10 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +43.0/-47.0 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, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO163-07 for additional information. 8228.11 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No i Certification Agency Certificate FL8228 R8 C CAC NI006900 02 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 ?I FL0161 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FI $228 R8 AE 514007A odf Created by Independent Third Party: Yes 6_8'_Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R8 C CAC NI006900 03 )df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0162 Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514008A odf Created by Independent Third Party: Yes 6'-8" Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R8 C CAC NI006900 03 Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 I1 FL016Z Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514008A.i)df Created by Independent Third Party: Yes 8'-0" Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 RB C CAC NI006900 04 pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0163 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514007A Ddf Created by Independent Third Party: Yes 8'-0" Glazed Outswing Single or Double Door w/ or w/o Sidelites i............_...................................................._.............._. Certification Agency Certificate FL8228 R8 C CAC NI006900 04 Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II F 0163.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514007A odf Created by Independent Third Party: Yes 6'-8" Impact Glazed Inswing Single or Double Door w/ or w/o _ Sidelites Certification Agency Certificate FL8228 R8 C CAC NI006900 05 Dd' hftps://www.floridabuilding.org/pr/pr_app_dti-aspx?param=wGEVXQwtDquftCwaMPtp3Tgl BvStmXEZYTLXHU%2bGCOs%3d 3/4 l /b/LU l d Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52.0/-52.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. See DWG-MA-FLO162-07 for additional information. 8228.12 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.01-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. See DWG-MA-FLO162-07 for additional information. 8228.13 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. See DWG-MA-FLO163-07 for additional information. 8228.14 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.0/-47.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. See DWG-MA-FLO163-07 for additional information. Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 RS II FL0162 odf Verified By: National Accreditation & Management Institute I Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 5140084 odf Created by Independent Third Party: Yes 6'-B" Impact Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate F_LS228 R8 C CAC NI006900 05 pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0162 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514008A odf Created by Independent Third Party: Yes 8'-0" Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites i Certification Agency Certificate FL8228 R8 C CAC NI006900 06 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II F1_0163 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514007A Ddf Created by Independent Third Party: Yes 8'-0" Impact Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R8 C CAC NI006900 06 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0163 odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514007A Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahasse FL 3239 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe 11 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tgl BvStmXEZYTLXHU%2bGCOs%3d 4/4 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006900.03 1955 Powis Road Certification Date: 01/14/2007 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Fiberglass Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites w/Wood Frame unless noted) Specification: TAS 202/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's certification Prnaram is arrrvrlitrrl by Thn A mnr;ran Noh;.,..1 Ca.,. ,. ,ate r.,t;.. i *rci Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 3'0" x 6'8" 52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 X O/S Glazed 3'0" x 6'8" 55/-55 6.00 psf No NCTL-210-3108-1/CTLA-805W-2 Singleg 8.25 psf* Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 XX I/S Glazed 6'0" x 6'8" 52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 XX O/S Glazed 6'0" x 6'8" 55/-55 6.00 psf No NCTL-210-3108-1/CTLA-805W-2 Double 25 psi` Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 XO/OX I/S Glazed Door 6'0" x 6'8" 52/-52 2.86 psf Door -No NCTL-210-3108-1/CTLA-805W-2 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 XO/OX O/S Glazed Door 6'0" x 6'8" 551-55 6.00 psf Door -No NCTL-210-3108-1/CTLA-805W-2 Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXO US Glazed Door 910" x 6'8" 52/-52 2.86 psf Door -No NCTL-210-3108-I/CTLA-805W-2 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXO O/S Glazed Door 910" x 6'8" 55/-55 6.00 psf Door -No NCTL-210-3108-1/CTLA-805W-2 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXXO I/S Glazed Doors 12'6" x 6'8" 52/-52 2.86 psf Doors -No NCTL-210-3108-1/CTLA-805W-2 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 OXXO O/S Glazed Doors 12'6" x 6'8" 55/-55 6.00 psf Doors -No NCTL-210-3108-1/CTLA-805W-2 Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0162-07 Denotes High Dam Threshold Design National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: L.' Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomas(a)lrlomaspe.COm Test Report: N/A Product: Double Door with and without sidelites 12'x6'8" (wood frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (ND5 2012, NDS 2015, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1,140 in Screw bending yield strength: Fro = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: %, 1.000 in Main member thickness: %= L500 in Side member dowel bearing strength: F = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1m = 1.140 in Mode I. Mode I, Mode II Mode III, Mode III, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 KD = 2.400 KD = 2.400 C:-427.674 C:-253.623 C:-267.699 C: -93.6 Zm= 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ka = 2.400 P = 297 Ibs P = 319 Ibs p = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ko = 2.400 Ko = 2.400 KD = 2.400 Duration Factor: CD = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCD): Z'= 175 Ibs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.0.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in edge distance spacing (in) 2.00 4.00 2.00 130 161 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z"= 155 Ibs/anchor (per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA, Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable:Design Value (ZFs): Z.= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 36.38 Design pressure: 60.0 psf Al Al -71 E Az 79.25 Al 72.75 37.50 36.38 36.38 37.50 Al A4 A4 Al Y/ A3 Y AS Y_ YA2 Y Y Y Y 79.25 Al A4 A4 Al 147.75 1 of 4 Zone Area zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) Q Load Ibs) Al 2.3 138 N/A N/A 155 1 138 OK AZ 7.7 463 6.00 21.00 155 5 93 OK A3 7.7 463 N/A N/A 155 3 154 OK Design pressure: 60.0 psf Zone Area Zft) Load Ibs) Ind. in) Max. O.C. in) Anchor ResultCap. Ibs) Q Load Ibs) A,_ 2.4 146 N/A N/A 155 1 146 OK AZ 7.9 473 6.00 21.00 155 5 95 OK A3 7.8 468 N/A N/A 155 4 117 OK A4 2.3 138 N/A N/A 155 1 138 OK A5 7.7 463 N/A N/A 155 3 154 OK SR•.tC1 /A NN• TAT OFORI ss• a r aNAL 11/tJ tit 1ti\ Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. 'Roberto Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomas .Irlomaspe.com Anchor Locations: Double door 79.25 2of4 i 6.00 TYP. -- -- 6.00 6.00 36.38-------------i--._.._._---_.__.__._._36.38 _...-------...-------, 6.00 TYP.------- --- 18.19 TYP. --J 3.00 TYP. -- i 1 11111fi11/7 NX it • 051 TAT 0p j0 c•';cl0RVOIt •', A ssZONAt Ee\\ t111111 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. ' Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514008A 434-68e-0609 Date: 10/10/2017 rilomas EbIrlomaspe.com Double door with sidelites 6.00 TVP. - 37.50--...-_____-_._-..L___—__..___ 18.75 -P. - 6.00 TYP. -' ..__--i 3.00 TYP. 36.38 ____. ____...-__...__ 18.19 TYP. -_ 36.38 _._—__..___-. 37.50 6.00 T- 18" MAX O.C. 9.25 6.00 3of4 01ill1 f//// 4-TAT pF j 76NALi`` Luis R. Lomas P.E. FL No.: 62514 10/ 10/2017 L.' Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomaS anlrlomaspe.cOm Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI 052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 4 of 4 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 SIDE -HINGED FIBERGLASS DOOR UNIT V-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL N07ES 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. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (WHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3, WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: TFCT nma ..nnn SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING _ ASTM D635 0.56 IN MIN.... SMOKE DENSITY ASTM D21343 53.4R TENSILE STRENGTH- ASTM D638 3.2% DIFF 6. PLASTICS TESTING OF LIFE FRAME MATERIAL: TFCT nFCr`.R[PTInPI nFCInRIATInm AFCI It T SELF IGNITION. TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING_ A5T6A D635 SMOKE DENSITY ASTM,D2843 13.4% . TENSILE STRENGTH4 ASTM:D638 7.50% DIFF WWAKAI IVL ILMALL 51KLNGIH AVILH WLAfHERING 45DO HOURS XENON ARC METHOD 1 SINGLE DOOR UNI DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET /% DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES- 2 'ANCHORING LOCATIONS & .DETAILS 3 ANCHORING LOCATIONS 8i DETAILS t49' MAX. OVERALL FRAME WIDTH 21" MAX 35.375" MAX. PANEL WIDTH 37.5" MAX. FRAME WIDTHW/ASTRAGAL E CYCYCYt- d i diT 11.j , w.Qi.. 9Tdfe : , I ev- I3Gia i 7 DESIGN PRESSURE_ RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15%. OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING' OUTSWING INSWING I OUTSWING I OUTSWING+ X 37.5 52.0 -52.0 55.0 -55.0 19.0 , -19.0 40.0 -40:0+ 555..A0XX7452.0 -55Y200 55.0 19.0 40.0-40.0 55.0 0 OX or XO 52.0 55.11 550.191+19.0 40.00.0 5.0 -SS.D OXO 1125" 52.0 55.0 -5 .0 40.0 -40.0'.+ 555555...00 OXXO_.... 1 52.0 -52.0 55.0 190 19.0 4 .0 O -55.0 cc a_J coo CL Ln U I-0.4TE 5JD iw7 r 'scv.E N. T.S. Dwc. BY, SW., KURT BALTHAZOR owVONG' NG.: FLORIDA P.E. # 56533 OwG-144-FL016: j in n r` SEE DETAIL C" M 3„ . 6 —1r SEE DETAIL 3 L14;z- i I 1 6.' E' o w a a j a B o 6" 3" 6' 3- 3" 3" Tf 3- 3^ I } I` 3- e SEE DETAIL J F" 0 N w N e U if SEE DETAIL 1n -D' 2-T W O NN t G . t 6' Adk,d ntoNAM . #8 x 2-1/2" EE DETAIL 6" ASTRAGAL RETAINER BOLT HOLE E 8 x 2-1/2" # 10 x 2" 10 x 5/84_ 4 I;#8 x 2-1/2" #10 x 3/4" o' # 10 x 5/8" # 10 x 3/4„ 10 x 2 FRAME / DOOR DE AL DETAIL "C'.' TYPICAL MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE DETAIL "E" ASTRAGAL --- STRUCTURE DEEP ENOUGH ATTACH ASTRAGAL RETAINER BOLT FORA 1.375" THROW STRIKE PLATE TO FRAME DETAIL "C—AaTRALA—L AS SHOWN. 0.124' ANNEALED— DECORATIVE INSERT 0.090' SAFLEX (NOA75-1201.11)...__ (OPTIONAL) DOW 2. , M .0124' TEMP. 0. 124' ANNEALED y .0124' TEMP. 1 0.962'1 1 DOW 1.375T _-. — 1,7_5"" 7.04r JJNSWING THRESHOLD OUTSWING TUBEaRO Q .HIGH I DAM OLS THRESHOLD R" # 8 X 1-1/2 PF5 2 : •> ham` DOW 832 DOW 832-'- y •. F1RiRIi1R EXrEMOR - IN1ERtOR TYPICAL GLAZING DETAIL _TYPICAL GLAZING DETAIL IMPACT RATED GLA.$ LJON-IM[? Q GLASS scmE: N. T. S. DWG. Err: SINS OHM. W': DRAWING DWG MA-FLOT62-07 SHEEP 2 OF j SNUG u 58 L 09 ll `OOd0IN0 1S3M SNOIIVXI ONa©HOW JVOd SIMOd 9S6I A1043SSv 80 1N) 3L'OQ 318 W WHOJ IVNOIIVNU31NI 311NOSVkV 0" SSRIMH .a-3 WW MJIIQ i 9_ N W : w (330VdS )tllVnt)3 38ON b J N Sd w, U nwJJ 0 V Z Z w O J w U d y n S f U Y z I UO m nxNQ= z ni q0 Z 0 JU j{,y O Lu n Z LLJ U. LJ. 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