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Home My WebLink About104 Holloway Ct01/10/2018 12:02AM 4076340400 LISACOOK DECKERDOORS PAGE 06 J ANN 2 6 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 S - 5y Documented Construction Value: S 991.42 Job Address: 1.04 Holloway Court Historic District: Yes ❑ No ❑ Parcel ID: 33-19-30-515-0000-0030 Residential ❑R Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Replace front door unit size for size Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name CAtherine EisenhPrg Phone: 239-634-4531 Street. 104 Holloway Count Resident of property?: _ City, State Zip: Samford L 3277 Name Daniel T. pecker Street: 724 Brooks Court City, State Zip: inter Springs, FL 32708 Name: Street: City, St, Zip: Bonding Company: ,Address: Contractor Information Phone: 407-696-0830 Pax: 407-696-7356 State License No.: CBC1250499 Architect/Engineer Information Phone: Fax: E-mail: Mortgage fender: Address: 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 013TAIN 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. l 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. FBC 105.3 Shali be inscribed r.itb the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 11 ,` Peri'nit Application 01/10/2018 12:02AM 4076340400 LISACOOK DECKERDOORS PAGE 07 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 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 ]CC Valuation Table 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 fies 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 Type of ID AWE T4MWV Signature of Contractor/Agent Date * , Daniel T. Decker xz..NN'••.0�'% Print Contractor/Agent's Namej.:� i312, 10- '. " • �� i� • t nt ® J • u'•- Signature ofNotary-State of Florida Date y ��" O q, l Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plurnbing❑ Gas[] Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Man, Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE_ Flood zone; # of Stories: Plumbing - # of Fixtures Fire Alarm permit: Yes ❑ No n WASTE WATER: BUILDING: Z-% 1$ Revised: June 30, 2015 Permit Apptication RIEQIJM ED I[ NSIPIEcCTI ON SIEQU ENcC1E i IE$�fi➢�➢DIGI�TQ¢ �1L1f�Ul'1C MIlffi MSC Inspection Descr!fl®ffi. Footer / Setback a Stemwall Foundation / Form Board. Survey Slab ! Mono Slab Prepour Lintel / Tie Beam / FilI / 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 Stucco / 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 Single E°amil'y Residence Final. Building. Other Address: �t �-co MIlffi ma — 5 ec on 1<DeserIl tion Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final j taly�4 ?,�yr,� � .1' 4 Z c '{4i{, ^�P'�. i• iylyWy+�.])-R iQ� f.4 !"J K'�sY�^ty)� N !'.�Til� 1<ffiffi�@c�Il®ffi IfD@�ern��n®ffi Mn Max Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final ...\.�IIII_....._. I\ III III1iII�UIII �uf�1II�UI1giIII - al Final. � 4 � [�� IIII �I\ - ,y " �+` F 4�ji'rfirt 11�.txG.%a-.g1�y�x8 ��t blC�t, y� i ,,(/� �"cn�yh�sV �+.r�S1T�+ � ir•,�+ �III�IPft 11iU III ��1f ��II�dIIQ�III S • • -.- Rough ............ Gas Final REIEWS1ED: June 2014 LIMITED POWER OF ATTORNEY I hereby name and appoint: � Z� CJ e CQO K / — (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 4 ✓d Government commercial / Residential Permitting for a permit enabling 6rk to be performed at the location below — described and to sign my name and do all things necessary to this appointment: 5 Section 19 Township .J0 Range cj (� Subdivision d Block 3 D Lot W4 Signed: (Project Address) (Owner of Property) (Owner of Address) (certified contractor signature) Date: /A- D4 " /7 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 �.��'ZO \% by Daniel T. Decker (name of person acknowledged) who is personally known to me. (Notary Public) Commission expires: FORM power of attorney/042501/dv J °.''• LESLIE A. TISCHLER sue:•'' `:,': MY COMMISSION # GG 039221 EXPIRES: October 24.2020 %FO. f .: Bonded Thru Notary Public Underwriters 2018-01-15 16:39 Home Depot 0264 COS 4073331117 >> 407 696 7356 P 1/1 Page 11 of 17 NO. H0264-66197 S'o rD Home Improvement Agreement /' �-/�- PLEASE READ THIS (2 Important additional information regarding Customer's rights may be contained in an attached State Supplement. 'Scaoe: This "Agreement" consists of this page, the following General Terms and Conditions, the Invoice, the State Supplement if applicable, and any drawings or Change Orders expressly made a part of this Agreement. The Agreement is between the Customer identified on the Invoice and The Home Depot. Any installation services provided under this Agreement shall be performed by a licensed and insured third party Authorized Service Provider. The Home Depot does not perform architectural or engineering services, nor does it make structural changes to dwellings or other structures. The Home De of and its Authorized Service Provider will perform installation services in accordance with applicable law. Pa t Schedule: Payment is required immediately as follows: Payment: $ Due in full immediately. Sales Tax: $ Ono .. _ If applicable. Total Amount of Sale: $ Includes all applicable discounts, rebates, and taxes. Excludes Friance charges,' 'Any interest payments or other finance charges will be determined by Customers separate cardholder or loan agreement, to which The Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable No funds should be made payable to Aulhonzed Service Provider: however, Authorized Service Provider may collect Customer's payment(s) made payable to The Home Depot. A I ated Delive 1 InsIgIlation Schedule Date: TBD Start Date: 01/06/2018 Finish Date: Acceptance and Authorization: Customer authorizes The Home Depot to order and arrange for the delivery of all goods and services included on the Invoice, Customer further agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to said goods and services and supersedes all prior discussions and agreements, either oral or written relating to said goods and services. This Agreement can not be assigned or amended except by a writing signed by Customer and The Home Depot. Customer acknowledges and agrees that Customer has read, understands, voluntarily accepts the terms of and is entitled to and has received a complete copy of this Agreement at the time Customer signs the Agreement, Installation Professional's license number and permitting information may need to be provided later and as such this information may be omitted at the time this Agreement is signed. Electronic Signature: The parties to the Agreement agree that the digital signatures of the parties included in this Agreement are intended to authenticate this writing and to have the same force and effect as the use of manual signatures. Customer acknowledges that he or she is the person named on The Home Depot contract number identified on the point of sate device. CANCELLATION: CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT 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 BY LAW 1N CUSTOMER'S STATE. Under such circumstances, Customer's payment(s) will be returned within ten (10) business days after The Home Depot's receipt of Customer's notice. Accepted �1 Authorized Service Provider's Full Business/Trade License No. or No(s)., as applicable: License No(s). 01 /06/2018 Date Address and X Associale's/Authorized Service Providers Full Signature Oate Associate: Please print your salesperson's license number, if applicable. Nome Depot U S.A. Inc., 2455 Paces Ferry Road, N.W., Bldg g,3. Atlanta, Georgia 30339 Page 11 of 17 No. H0264-66197 Customer Copy 01/10/2018 12:06AM 4076340400 LISACOOK DECKERDOORS PAGE 02 ,CtA Emmert Ruord cffg ParCeit 33-1g-30-515-0000-00:?0 t Owner: EISEN8ERG CATHERINE E srzwyoe�r��Yrk r-'iaaxar. i Property Address: 10-1 1-OLLO%A/1\Y CT SANFORD, FL 32771 -- - -- Parse! infortndirvn -• - - -- ....- _ u Value S mmary -- --- - - „Parcel ' 1 I_--._.,.._.__..... -------- �Values 1... ..........IiWorking Certified2017 Owner ESENBERG CATHRlNE E s Property V21uation Method I Cost/Market Cost/Market .....---..F.,.,L ...,_.....32771 ,....._._.._............... Number ofBulidinga 1 1. - Qd HOLLOWAY CT SANFORD, _. �Subdivision Name ......... $11a,008 .. .,.. $107,491pecaegalue . ------------ --- --,,...--•---------- •- ---------•--... __...__...._...__......__--� � epreciated EXFT Value ' $651 1 I Tax District S1-SANPORD D$701 Land Value Market DOR Use Code 01-SINGLE FAMILY I-, (Market) ; $23,500 $23,500 i .._., __...M .. Land Value Ag. Exemptions 00-NOMESTEAb(2014) _ -- — ........ k Vnl $138,159 $731,692 Portability Adj Save Our HOMeS Adj $38,022 133,"1 Amendment 1 Adj $0 P&G Adj $0 $0 Assessed Value $100,137 I! Tax Amount Without SOH: $1,719.76 2017 Tax Bill amount $1,079.68 I Tax Estimator i Save Our Homes Savings: $640.08 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description L A OAKS PH 2 PG 15 Taxes --- ------ --- -- Taxing Authority — ----- -----,._..—,,, ._.,.......... _.._ r.,.,.- - - -- ... Assessment Value-$100,137 Exempt Values County C3eneral Fund --.,._,,.-_ --.... -- ....... ........-------- � �..,T �----•-�- �I i Scflools ,..... ...... .. ... ...... .... ..._ ..: ' $$0,137 ........ .....:..... �1 D0'0 I $50, 00, 7 37 $25, 0 City Sanford I .............. $100,137 � 37 i I SJM(Seint Johns Water Management) .. ._. _ . $100,137 $50 000 Johns County Bonds $50,000 $50,137 i $100 137 Sales .50 13 -- - - DeeCripfion - - _ — Book Page Amount j - - ---„— - Improved -- p-..._—._..._...„ Date —_�-----...�... -I 4uallfied � Uac/Im WARRANTY DEED 1!1/2013 03327-- $$90,200 : Yes L.Im roved ...._._..... -- .. .. Of951 1 11 WARRANTY DEED . ... 10(1 H 997 �� --- -- F"ne9 pant _._._ -- --- . Land - -- - -. -- - -- - -- .- -- - - - - i Method Frontage _.... ,._ - -•.. ._._.,-- - -- M 9- !Depth f Units Units Price I Land Value - -- - I LOT -- -- — 23 5QQ 00 $z3 500 - _... I Building Information !ILL-'!ILL-'0 ath con I7E,tual[Effective rrec ? I Bui Deccri P Fixtures Bed Bath Bane Area Total SF Living SF ' Ext Wall Adj Value Repl Value I Appends es 1 SINGLE 1996 6 3 1 418-=- --- - - - - L ' I FAMILY - 1,786 : 1,416 CB/STUCCO ! $114,008 $123,922 FINISH Descrlption Area t. L AMtr,6WW &5lWe-12c4-f Opening will. meet 35 PSF +/- requirement nD 2 p m -u DO6T MZC:om-<�-1 sIDg2O:00 pOZ>=OOm OM0. Or-oOmW <co CO-1 D — O� D�M �OZ2(� CJ7 Zm00WOMO 00Sm=Dx:-3 3, m --i S�m�-imDm 2:2T9M 0Z17 c»�viMzo pzM<c5m m(n Z>"1DD En 1-Z 327?! M 0 0 1/6/?,018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats & Facts Publications i FBC Staff ? BCIS Site Map Links Search I FI rich r. Product ApprovalUSER: 'j r Public User r Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL8228-R8 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 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 Year 2005 2005 2002 1994 Date Submitted 12/21/2017 Date Validated 12/21/2017 https://www.floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquftCwaMPtp3Tg1 BvStmXEZYTLXHU%2bGCOs%3d liF0 1/b/2u18 Florida Building Code Online Date Pending FBC Approval Date Approved 12/27/2017 Summaryo_f Products ........._._....__.._.__........._.....__....... .1..........._................................. ................................ ...................................... _.................... (.......................... _...... ............... { FL # j Model, Number or Name I 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. 6'-8" Opaque I/S and O/S Single Door Certification Agency Certificate FL8228 R8 C CAC NI006900.01.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0160,12df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514010A.odf Created by Independent Third Party: Yes 18228.2 I Fiberglass Side -Hinged Door Unit 8'-0" Opaque I/S and O/S Single Door 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 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: +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 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: +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. Certification Agency Certificate FL8228 R8 C CAC NI006900.02..odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0161.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514009A.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 NI006900.01pdf 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.pdf 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.pdf 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 51.4008A.pdf 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.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0161.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514007A.pdf Created by Independent Third Party: Yes https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tg1 BvStmXEZYTLXHU%2bGCOs%3d 2/4 1 /6/2018 Florida Building Code Online __....... _..... .... . __........._..._.._...._._.._..................._....._........................._........ ........... ...... _................ .............. .... .... ....... ........ ..... .._............................__..._................................ _............... ........... .._......._......_.....-._....... .... ......_.... ........ ...... ..........._.........._ 8228.6 Fiberglass Side -Hinged Door Unit 8'-0" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R8 C CAC NI006900.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R8 II FL0161.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0" x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, ( FL8228 R8 AE 514007A.odf but not required in the Wind Borne Debris Region, See DWG- Created by Independent Third Party: Yes MA-FLO161-07 for additional information. ..........__..._.._�_.....__.._._._....__.._..__..........._........_._........__......_.._.._...._.................._._._..._._....._..........._....._......_..........._..._..........................._.._._...._._....__._........._..................�...�............__.................................................................._.. 8228.7 �i i;e rg,lass Side -Hinged Door Unit 6'-8" Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits.of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R8 C CAC NI006900.03.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +52.0/-52.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R8 II FL0162.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0" x 6'-8" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ FL8228 R8 AE 514008A.odf and the Wind Borne Debris Region. See DWG-MA-FLO162-07 Created by Independent Third Party: Yes for additional information. _._.._..__.....,...__..-...._.._.....__._._........_........_...._._._....... ... ..._...._............ ............... _...._........-._...._._.................._........_..................................._........._........._....._.__.... 8228.8 j Fiberglass Side -Hinged Door Unit .......... ........ ... _....... _............_........ __-_____-........ _........... ----....._...._........ 6'-8" Glazed Outswing Single or Double Door w/ or w/o i Sidelites ..... ..... _........... ----........... _................. _..z.........__..._.._.._._..._..........._......._.._...._... _._... __............... .......... _.......... ................ .._........ _......__...... .................. ._.........._......_...... _..-......... _.._.._._...... ................. ......_.............. .. _._.....,.... .,_..._..........._... Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R8 C CAC NI006900.03.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R8 II FL0162.0f Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0" x 6'-8" max Evaluation Reports i nominal size. Hurricane protective system required in HVHZ FL8228 R8 AE 514008A.idf and the Wind Borne Debris Region. See DWG-MA-FLO162-07 Created by Independent Third Party: Yes for additional information. 8228.9 Fiberglass Side -Hinged Door Unit - 8'-0" Glazed Inswing Single or Double Door w/ or w/o Sidelites j ... _...... __.._.._..-.....___......... -... ............ ...._.__.._._.._._.... _.._..__......_._..-..___......................... _...... _.._........... _................... .. _._.._......... _..._._. __._._._........_._._._....._.__.._................_..____.._.._._.__...._.._._.._........ _... ...... _......_......_.._......_.._.... Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R8 C CAC N1006900.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 i Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R8 II FL0163.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0" x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ FL8228 R8 AE 514007A.pdf and the Wind Borne Debris Region. See DWG-MA-FLO163-07 J Created by Independent Third Party: Yes for additional information. i ......_.. ....__.__ .........._.._.._.._.._............._..-............_.._........_.........._....._.,__._............................._........_........._._................._......._.........._..._....._._...._.....__._....._............_...._.........._.......__._.._ _.....___...._.............. ............_............__........... ........._.......... _....................... 228.10 Fiberglass Side -Hinged Door Unit 8'-0" Glazed Outswing Single or Double Door w/ or w/o - -� Sidelites ....... _...._.._....9._. ..........Y____.. ......._._...._ . .... ... _............. ____.............. _..................... ..__.._._........................ ._.__......_......... _.... _.............. .___.............. ........ .......... .................... Limits of Use _..... ...._...... ._.......... Certification A enc Certificate Approved for use in HVHZ: Yes FL8228 R8 C CAC N1006900.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +43.0/-47.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R8 II FL0163.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0" x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO163-07 FL8228 R8 AE 514007A.odf Created by Independent Third Party: Yes for additional information.�J 8228.11� ;Fiberglass Side Hinged Door Unit 6' -8" Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8228 R8 C CAC NI006900 05.)df https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tg1 BvStmXEZYTLXHU%2bGCOs%3d 3/4 1 /6/2018 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: +55.0/-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. 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 6'-8" Impact Glazed Outswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R8 C CAC NI006900.05.pdf 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.Ddf Created by Independent Third Party: Yes 8228.13 Fiberglass Side -Hinged Door Unit 8'-0" Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites 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. Certification Agency Certificate FL8228 R8 C CAC NI006900.06.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0163.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514007A.Ddf Created by Independent Third Party: Yes 8228.14 Fiberglass Side -Hinged Door Unit 8'-0" Impact Glazed Outswing Single or Double Door w/ or w/o Sidelites 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. Certification Agency Certificate FL8228 R8 C CAC NI006900 06 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0163.pdf 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. Tallahassee FL 32399 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 electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. 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 personal address, 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 click here . Product Approval Accepts: W F90 E 12 Credit Safe ,i'ClIt01C�'till�l=itt( ti' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3Tgl BvStmXEZYTLXHU%2bGCOs`/o3d 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 Program is accredited by The American National Standards Institute (ANSI). 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 Single 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 8.25 psf* 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-210-3 108- 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 I/S Glazed Door 9'0" x 6'8" +52/-52 2.86 psf Door -No NCTL-210-3108-1/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- I /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 Wdodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514008A 434-688-0609 Date: 10/10/2017 rllomas(a)ldomaspe.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 (NDS 2012, NDS 2015, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0,152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (6=0.42) Side member thickness: t, = 1.000 in Main member thickness: tm = 1.500 in Side member dowel bearing strength: Fes, = 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 8: 0.57 B: 0.5 B: 0.000 Ko = 2.400 Ko = 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 Ko = 2.400 P = 297 Ibs p = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ko = 2.400 Kp = 2.400 Ko = 2.400 Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z.= 175 Ibs/anchor Fastener type: 1/4 ITW Tapcon Tabulated values N.O.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: Allowable Design Value: 3.00 in 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 M 79.25 _ 72.75 37.50 36.38 36.38 37.50 Al �Y A4 Y A4 Y Al YA2 ) J� Y 1 of 4 79.25 147.75 Zone Area x (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Q ty Load (Ibs) A7 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 Z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QI Load (Ibs) Al 2.4 146 N/A N/A 155 1 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 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P. E. 1432woodfordRd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514008A 434-688-0609 Date: 10/10/2017 r1lomasCoNrlornaspe.corn Anchor Locations: Double door 79.25 2of4 6.00 TYR6.00 - --- 6. A-- 6.00 36.38 — -- ----- -- 36.38 6.00 TYP. -= - 18.19 TYR --� 3.00 TYR �-- i 1 ♦. .. r i+✓r --Ir •51 • TAT 0 F �• w` IONAL!'��• 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 Double door with sidelites 79.. 4t 6.00 TYP. 37.50 — 18.75 TYP. — �'j� 6.00 TYP. 3.00 TYP.--� 36.38 1 8.19 TYP. 36.38 -- i --.--_ 37.50 6.00 18, MAX O.C. :5 6.00 3of4 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 dlomasMrIomaspe.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 1/2" 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=2,000PSI 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. 4of4 Luis R. Lomas RE. FL No.: 62514 10/10/2017 SIDE -HINGED FIBERGLASS DOOR UNIT 6'-8" 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. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVH2), 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: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > -650 'F RATE OF BURNING ASTM D635 0.56 IN MIN SMOKE DENSITY ASTM D2843 53,4R ' TENSILE STRENGTH- ASTIR D638 3.2X DIFF " 6. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT .`SELF IW ON TEMP _ ASTM D1929 740 'F >� 650._F ,, RATEI OF BURNING. ASR4. D635 OJ7 IN MIN SMOKE DENSITY ASTM D2B43 .. 13.4% TENSILE STRENGTH- ASTM D63B -7.50% DIFF ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 _ TABLE OF CONTENTS _ (SHEET DESCRIPTION 1 1 TYPICAL ELEVATIONS & GENERAL NOTES I ._ ,2 (ANCHORING LOCATIONS. & DETAILS 3„_, .IANCHORING LOCATIONS & DETAILS- I� m m O J W � � e i. SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDEIJTE WTTH SIDELTTE 21 " MAX 36. D.L.O. PA W/ 149' MAX. OVERALL FR49E IWDTH --- 75' MAX. EL WIDTH 37.5' MAX. ,STRAGAL FRAME WIDTH �►i� - rrr . - � , � I DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15X OF DESIGN PRESSURE i CONFIG MAX WIDTH INSWING OUTSWING INSWING 011TSWING OUTSWING' X 37.5 +52.0 -52.0 +55.0 4 -55.0 +19.0 -79.0 +40.0 -40.0 +55.0 -55.0 I XX . 74 +52.0 -52.0 +55.0. -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 OX or XO 1 75 '- +52.0 -52.0 t55.0 . -55.D +19.0 . -79.0 +' -40.0 +55.0 -55.0 OXO 1- 12.5 +52.0 -52.0 +55.0 .0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 OXXO __ 149 +52.0 -52.0 High Darri Threshold Design K'e Atic KURT BALTHAZOR FLORIDA P.E. f56533 N.T.S. DWI BY: SWS ax By.. 6- --; SEE DETAIL 3 - 6' ( 3- !- (. ^E 3. {� 3" I ¢ i 7 I I 3^ 3_ 1 c G, 1 31 SEE DETAIL "C" I 1 t 16- 6' s' 6" I I I 1 I " 3^ H W a a _ O A 9 g 6. f" 6' 6" 3" -'1 I� 3„ *L 3- -t` 3w t ; } 3. t 6' `f w SEE DETAIL { t" 6- -F- Rdae"du"toWM #8 x 2-1/2" CerA�nN> ui G t 6. ;EE DETAIL C. 6' rWea ASTRAGAL RETAINER BOLT HOLE #8 x 2-1/2" #10 x 2" #10 x 5/8 �zl #8 x 2-1/2" #10 x 3/4" a! #i0 x 5/8' #10 x 3/4" # 10 x 2" 1-, FRAME / DOOR DETAIL _'Q" DETAIL "C' TYPICAL MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW STRIKE PLATE TO FRAME QETAILF' q TRAGAL. AS SHOWN. 0.124- ANNEALED DECORAISVE INSERT 0.090, SM D( (NOA15-1201.11)(OPT—) DOW 832� — .0124' TEMP. 0.12ANNEALED .0124' TEMP. 4" 1 0.962"I 1 DOW 1.375" f� L...—R, T .75" _ 1.047- - _INSWING THRESHOLD OO TSWING T,Jt ....,.,_..,,,.RESHOLD HIGH I DAM DAM O/S .THRESHOLD.THRESHOLD /e x 1-1/2pHs 2. DOW 832 ' DOW FXTERIQl; itNTERER E. TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL IMPACT RATED. NON—INlL Jl2PAQ1 GLASS ¢ Do UpC) Q O I� _- O C� Lu p Q 2 LLj u) U ^3:: srwle N. T.S. 00.Y.. fty. $nJ CHIC. BY: ! SEE DETAIL "C" SHT. 2 ATTACHMENT DETAI 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOADS, PE (FLORIDA #62514) 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 LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. 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 MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3' - F � N U II �•f V SEE DETAIL k w "D' SHT. 2 � 1 d I w O O t ui Pl E 3- a 3" t 3" 3" O U a i } M W G'— w.B _ d I I ,j 6' "P r"-- 1 k, 6" HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND I ISERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED _ IAT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1.50"T— �... MIN f _ 2 " MAX SHIM CL —� �— TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25" . MIN x 5- MAX SHIM CL —) �— :bc TYPICAL MASONRY ANCHOR INSTALLATION u> a 00 U p� J o 0 or J cc} O C] Z4s u-) U O F-- y�V) Lij AbNdoNoRM are: 1/5 07 N.T.S. N0 Dwc. aY_ SWS iied8y 4d) cm BY: DPA"NO NO.: or