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Home My WebLink About105 Little Fox Ave 17-1729; FRONT DOOR06/07/2017 03:38PM 4076340400 LISACOOK DECKERDOORS PAGE 43 i CITY OF SANFORD JU BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction 'Value: S Job .Address- .&U4yd W1 Historic District: Yes No Parcel ID: "j 0 30 ov00, oq 40 Residential / commercial Type of Work: New 11 Addition Alteration 0 Repair Demo[] Changepf Use Move 0 Description of Work: _2 ..._.G{,_U& t-i-c,A- Plan Review Contact Person: ( _ . Title: Phone: q07- 441P 0830 Fax- qP7-- l y( 136 Email: e Y,r a r s %i Ztge91A Property Owner Information Name V m Street: O City, State Zip: Phone: 469-' N3 -yy'4Resident of property? : Contractor Information Name Daniel T. Docker Phone: Street: 724 Brooks Court Fax: 407- 696-0830 407- 696-7356 Winter Springs, FL 32708 CBC1250499 City, State Zip: State License No.: Arch itect/Engi.neer Information Name: Phone: Street. Fax: City, St, Zip: _-- E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 13E 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, Applications is hereby trade 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 understated that a separate permit must be secured for electrical wont., plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of appli a tion- and the code in cffect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 a C r Permit Application r7q. rxj 06/07/2017 03:38PM 4076340400 LISACOOK DECKERDOORS PAGE 44 ID-TJQ,E: In addition to the requirements of this permit, there Tay 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. i Acceptance of permit is verification that I wil I 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 cur* ICC 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 fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing informations is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 5ignatureet0wner/Agent pate SignaturcofContr for/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent i5 Personally Known to Me or Daniel T. Decker Print Contractor/Agent's Name Signature OPNotary-State of Florida Date rr r LESLIE A. TISCHLER MY 10MMISSI #GG039221 Produced ll Type o ... So Thru t er r Q K wn to Me or p f ID Bonded Thrul0^ BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical[] Mechanical[] Plumbing[] Gas[] Roof Construction Type:_ Occupa;ucy Use: Flood .Zone: Total Sq Ft. of Bldg: Min. Occupancy Load: # of Stories: New Constructions: Electric , # of Amps Fire Sprinkler Permit: Yes [] No Plumbing - # of Fixtures of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5•rr t: • Lo • t'7 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Bpo BUILDING PE QT Min Max 1us ection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour, . 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: r e S t. , Tn t Go< ELECTRICA PERMi p Min Max Inspection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final lv49 Min Max Ins ection Desc!°i tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 77 Min Max inspection Descri tllon Mechanical Rough Mechanical Final Min Mays 1m ecti2n D esc!°i ti®n Gas Underground Gas Rough Gas Final REVISED: June 2014 I hereby name and appoint: LIMITED POWER OF ATTORNEY Decker Doors; Inc. Print Name of Appointee) Company Name of Appointee) to be my lawful attorney -in -fact to act for me in applying to 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: Section p Township 30 Range 25 \ \ Subdivision G o o G Block oq A o Lot SOS s 'F O IC '\: (Project Address) Owner of Property) C':!ZC'Q (Owner of Address) Signed: certified contractor signature) Date: S =—/$ - / 1 Certified Contractor: Daniel T. Decker printed name) Contractor License #: CBC 1250499 State of Florida County of Orange Sworn to and subscribed before me this 18 day of May by Daniel T. Decker (name of person a k,nowledged) who is personally known to me. Notary Public) Elizab4th Cook Commission expires: January 10, 20 :=ox'r., ELIZABETHCOOK My COMMISSION # GG 061531. EXPIRES: January 10, 2021 Bonded ThN Notary Public UMerwrKers FORM power of attorney/042501/dv 06/07/2017 03:38PM 4076340400 LISACOOK DECKERDOORS PAGE 46 Z: aag,—vm ho'nAv". Parcel Information M 0. PSTGel: 112-20-10-511-001,0-0940 IDWn4W STEARN,9GRECORYRaRUTHE PropertyAddre.5si '105 LITTLE FOXAVE SANFORD,1`1-52773 Legal Description LOT 94 MONROE MEADOWS PI346PGS16& 17 Taxes TaxIng Authority County General Fund 0, 9 ,4, . . .. ... ........ ... .......... .. Ety, Sanford'- SJWM( SaintJohns Water Management) County Bonds . ........ .. 1 Value summary 2017 Working 2016 Certified jl Values I Values Valuation Method COSUMaTket 'DSYMRrket' 11 Number of Buildings I Depreciated Bldg Value 91.87,5 $73,493 Depreciated EXFTvalue Land Value (Market) 20,000 $18,001) j Land Value Ag i.... J4MaL4 I, yu, P — 111875 Portability Adj j Save Our Homes Ad) 30.576 If Amendment 1 Ad) P& G Adi EE. .... ..... ....... . - ... . ... .... i $ 0 $0 Assessed Value 81,299 $79.627 1. 11.11-- ..... .. . . ...... ........... ...... .. ...... . ....... . . ......... .. Tax ArnQuntwlthout SOH: $1,021.00 2018Tax Bill AnjoUnt $783,00 Tax Ealimstq Save Our Homes Savings: $238.00 Does NOT INCLUDE Non Ad Valorem Assessments 4-1-- l- 11. .. . . ....................... Sales 1--. 1. 1 .. . . ....... .. .......... .. .. .......... .......... . . .......... .. ........ ... . ....... .... . ....... . .......... DeSCrIptl0h D31a Page 1 Amount I Qualified Vac/Imp WARRANTY DEED 204,500 Yes Improved CORRECTIVE DEED 71111112 04452 100 No I.A.- 111.................... ... . Improved WARRANTY DEED 611/2002 gii M?. 110,000 Yes Improved QUIT ChAIM DEED I . .... . ... .. . ........... . .. ..... . .... . ......... ......... . ......... ....... .. 41112002 1 0178 40.500 No Improved I. SPECIAL WARRANTY DEED 9/111996 0134 JIL8 I I : . .... . . .... . ...... ....... 78.600 No 1 .. . . .... . . ....... Improved SPECIAL WARRANTY DEED 6/ 111996 100 No Improved 11 CERTIFICATE OF TITLE 6/ 1/1996 0228 100 !.No Improved WARRANTY DEED 7/1/ 1994 0280 8(3,000 Yes" Improved I ....... ..... .. .......... .. . Land Method Frontage 1- 1 ..... . ......... . ......... .. Depth I . ...... .. . . ..... ...... ....... .. ........ Units Units Pnre Land Value 06/07/2017 03:38PM 4076340400 LISACOOK DECKERDOORS PAGE 47 Building Inf9irmatign 1 ActuallF-ffe Xt re Bed i Bath Base Area Total Repi Value Appendages FAMILY BLOCK GARAGE 448.00FINISHEDI OPEN PORCH 7600 FINISHED SCREEN Description Year Built Units Value New Cost No Extra FoaturaB 1: 1, - (() q q 7 ST -- t) Home Im PLE Important additional information regarding Customer's right Scope: This "Agreement" consists of this page, the followi Supplement if applicable, and any drawings or Change Orders between the Customer identified on the Invoice and The H Agreement shall be performed by a licensed and insured third f perform architectural or engineering services, nor does it make ; Depot and its Authorized Service Provider will perform installatio Payment Schedule: Payment is required immediately as follows Payment: $ 7QF Fp Sales Tax: $ n no Total Amount of Sale: $ 796-62 Any interest payments or other finance charges will be determined by Horne Depot is NOT a party, and will be in addition to Customer's pay conditions of the cardholdor or loan agreement, as applicable, No fun however. Authorized Service Provider may collect Customcr's payment Antici aced Delivery I Installation Schedule TBD Start Date_ 06/05/20 Page 11 of 17 NO. H0264-40708 nt Agreement AD THIS may be contained in an attached State Supplement g General Terms and Conditions, they Invoice, the State xpressly made a part of this Agreement. The Agreement is ime Depot, Any installation services provided under this arty Authorized Service Provider. The Home Depot does not ructural changes to dwellings or other structures. The Home services in accordance with applicable law. Due in full immediately. If applicable. Includes all applicable discounts, rebates, and taxes. Excludes finance charges.* ustomer's separate cardholder or loan agreement, to which The nt under this Agreement. Customer is subject to the terms anCl should be made payable to Authorized Servira Provider; s) made payable to The Home Depot, Finish Date: 07/05/2017 Acceptance and Authorization. Customer authorizes The Home Depot to order and arrange for the delivery of all goods and services included on the Invoice. Customor further ag ees and understands that this Agreement is the entire agreement between Customer and The Home Depot with re and 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 t rms 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 Agreement are intended to authenticate this writing and to have the Customer acknowledges that he or she is the person named on Th sale device. CANCELLATION: CUSTOMER MAY CANCEL OBLIGATION BY DELIVERING WRITTEN NOTICE THIRD BUSINESS CLAY AFTER SIGNING THIS ATTACHED HERETO CONTAINS A FORM TO US LAW IN CUSTOMER'S STATE. Under such circumstar business days after The Home Depot's receipt of Customer's nc Accepted by, CusWrtler's Signature Authorized Service Provider's Full Business/Trade Name, Address and License No. or No(s)., as applicable: License No(s). Authorizer) Servii;e Provider's Tel No. Home Depot US.A. InC„ 2455 Paces Ferry e the digital signatures of the parties included in this same force and effect as the use of manual signatures. Home Depot contract number identified on the point of HIS AGREEMENT WITHOUT PENALTY OR 0 THE HOME DEPOT BY MIDNIGHT ON THE AGREEMENT. THE STATE SUPPLEMENT IF ONE IS SPECIFICALLY PRESCRIBED BY os. Customer's payment(s) will be returned within ton (10) 06/05/2017 Date ociate's/Authorized Service Provider's Full Signature PhIlSe print your salesperson's license number. if applinat,le. N.w" Bldg B.3. Atlanta. Genrgiel 30339 417Q'I'I Page 11 of 17 No. H0264-40708 Customer LA d 9S£2 969 Z0 " 1 L L L£££L0 2LLL£££20 X3 920 0£:LL 50-90-2LOZ 0> r m 00>5D ZaMPMMOM CnMMZDOms Ecoo <.--A:q OZD-4OOmZMOrmCm0 omo -DOMM MC)-n(1)0 > 1OcD m*r OZ n-n=ao zOm00Onm0 00 m=> M im :r)m Cc) m-o=mZO O MMKcn9m m Z>y Ti Lo mm m o S carn s R 6 c nc Z /D LI ANY, max C a? _ z m SAn 3 m Z773 Jm M Opening will meet 35 PSF +/- requirement Florida Building Code Online https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGE... x m - as! s 4,11,. , 1-11 > .sk au: 2 q BCLS Home Log In User Registration Hat Topics Submit Surcharge ': Slats & Facts Publications FBC Staff BCIS Site Map Links Search Busines , yItProf!ssi `I al USER:UPuublicUser al Product Appro-v_al Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL14111-R2 Revision 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. JELD-WEN 3737 Lakeport Blvd Klamath Fails, OR 97601 800) 535-3936 fbcl@jeld-wen.com Kaede McLaughlin fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800)535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard ASTM E330 ASTM E331 Method 1 Option A Year 2002 2000 Date Submitted 01/13/2015 F` V/G9/2n,15 a.Ln PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?pararn--wGE... Date Validated 01/14/2015 Date Pending FBC Approval Date Approved 01/21/2015 Summary of Products _ FL # Model, Number or Name 14111.1 Finishield/Gladiator Limits of Use Approved for use in HVHZ: No j Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 j Other: I I i..............._ ..__. _ .... _. ...................... ........_. _............ ... .... .. 14111.2 Finishield/Gladiator j Limits of Use Approved for use in HVHZ: No i Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 I Other: i I 14111.3 Finishield/Gladiator E.... ........... ......._................... .....................__._.......................... j Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No f Design Pressure: +35/-35 Other: I I Description 9'-2" x 6'-9", Glazed Steel Wood Edge Inswing Door with Sidelite Certification Agency Certificate FL14111 R2 C CAC NI010117.01-R3.odf Quality Assurance Contract Expiration Date 08/31/2020 Installation Instructions FL14111 R2 11 3W062010.pdf 1 Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL14111 R2 AE PER3313.pdf Created by Independent Third Party: Yes 12'-5" x 6-10", Glazed Steel Wood Edge Inswing and Outswing Door with Sidelites Certification Agency Certificate FL14111 R2 C CAC NI011065 01-R1 N1011065-R2 pdf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14111 R2 II 3W132012FL Rl.pdf Verified By: Hermes F. Norero, PE 73778 I Created by Independent Third Party: Yes Evaluation Reports FL14111 R2 AE PER3315.1)df i Created by Independent Third Party: Yes 12'-5" x 6-10", Opaque Steel Wood Edge Inswing and j Outswing Door with Sidelites Certification Agency Certificate FL14111 R2 C CAC NI011065.01_ _R1 NIO11065 _RZ._p Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL.141_I_1._ R?II._._J W_1:2,2.0. t 2FL..._R1,.pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports F1.1411_1 R2 AE P[R3316.._pdf Created by Independent Third Party: Yes Badc (Next Contact I :: 1940 North Monroe Street JallahasSee FL 32399 Phone 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Fbrida :: PRmacy Statement :: Accessibility Statement :: Refund Stat m n 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] ROOM eCRack lit curltw.i.t: Y+ c_s` 4 2 of 2 6/?g/?81 5 1•?0 PNI A 8-11111 Oct A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com JELD-WEN, inc. Finishield/Gladiator Steel Door, Wood Edge 25 Ga. Opaque w/ Full Lite Sidelites Up to 12'-0" x 6'-8" Outswing/Inswing for Florida Product Approval Current Florida Building Code Method: 1— A (Certification Method) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Finishield/Gladiator Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 149" X 81. 75 "(Maximum) Prepared For: llEL,l - 'E. inc. 7 [,akepoi-1 Blvd. Klamath Falls, O. 97601. Prepared by: Hermesmes . Norcro. P.E. Florida Professional Engineer # 73778 Date: 11 / 11 /2014 J%tjIIIIl1I// S F. O N 7 71_ o 0 4- Contents: ;` ••'... ... •••'CjN Evaluation Report Pages 1 — 4 is`SYONAI 11c: ` Digitally signed by Hermes F. Norero, P.E. r II111% N% Reason: I am approving this document Hermes F. Norero, P.E. Date: 2014.11.24 14:26:00-05'00' Florida No. 73778 BUILDING DROPS Mau A Perfect Solution in Every Drop Date: 11/11/2014ReportNo: 3316 Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Finishield/Gladiator Steel Door, Wood Edge 149" X 81.75" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW122012FL, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW122012FL require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW122012FL for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS Date: 11/11/2014 A Perfect Solution in Every Drop Report No: 3316 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: ASTM E283-04 ASTM E330-02 ASTM E331-00 AAMA 1304-02 1. Product Testing performed by National Certified Testing Laboratory, Inc. FBC Organization # TST1589) Report #: NCTL-210-3804-1, Report Date: 03/01/2012 Report #: NCTL-210-3804-2, Report Date: 03/01/2012 Report #: NCTL-210-3801-1, Report Date: 02/03/2012 2. Product Testing performed by National Certified Testing Laboratory, Inc. FBC Organization # TST9341) Report #: SJW2010-146, Report Date: 08/16/2010 3. Product Certification National Accreditation and Management Institute FBC Organization #: CER1773) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING ®R®PS Date: 11/11/2014 A Perfect Solution in Every Drop Report No: 3316 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW122012FL) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure X, OXO, XX, XXO, OXXO Positive 35 PSF Outswing Negative 35 PSF Positive 35 PSF Inswing Negative 35 PSF Product has not been rated for water infiltration. If authority having jurisdiction requires that product meets this requirement, product shall be used when installed at location protected by overhang such that overhang (OH) ratio = OH length/OH height is 1.0. Installation Anchor Layout: Refer to sheet 7 of 7 of Installation Instructions, JW122012FL, for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 JELD-WEN DOOR INSTALLATION DETAILS FINISHIELD/GLADIATOR STEEL DOOR, WOOD EDGE 25 GA. OPAQUE W/ FULL LITE SIDELITES UP TO 12'-0" X 6'-8" OUTSWING/INSWING GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE TO ASTM E283-04, E330-02, E331-00 AND AAMA 1304-02. 2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN DOCUMENT #JI1106 (PREHUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-WEN.COM/PRODUCT-SUPPORT/DOCUMENTS/ INS TALLATION-INS TRUCTIONS FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, SHEET 1. 7. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16" DEEP. EXAMPLE: 3/jr,-,-- i NON-IMPACT LITE SEE SHT. #2 37 1/2" MAX. O.A. FRAME TYP. x IF® it wM,ps o m w \\ \ w W 7 1'P. QQ z Z LL \ N,N Q IO TY. o- ACTIVE FIXED OPAQUE FULL LITE 3-0 X 6-8 ELEVATION SINGLE (X) & (0) 3 FF M Oro 6 z 1/2" MAX. AVE TYP.~ 149" MAX. FRAME 74" MAX. FRAME— D.L.O. SHT. #2 O n Wwx OK Z LL F He J r n Q V z 0 W LPPwALA-TEFIXED 12- 0 X 6-8 ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELITES (OXXO) WIDTH = 35 POSITIVE INSWING POSITIVE DESIGN PRESSURE RATING: QUALIFIES: OPAQUE ACTIVE PANELS WITH NON -IMPACT GLASS 6- 8 TALL SYSTEMS: xx ) ( XXO) (OXXO) (x) (OX) (x0) (OXO) 35 COMPONENT LIST ITEM DESCRIPTION MATERIAL QTY. 1 NON -COMPRESSION SHIM (0.25" MAX. THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL AS REQ. 5 3116" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT STEEL AS REQ. 6 9 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 7 8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 9 1" O.A. IG NON -IMPACT FRAME GLAZED BY ODL Polypropylene 1 OR 2 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 660 STEEL 1 I OVERHANG LENGTH NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS = 1.0 i OVERHANG Z imRATIO r w O O O 75" MAX. FRAME --I [ ---75" MAX. FRAME —I Imo- —112 1/2" MAX. FRAME I r FIXED ACTIVE 6- 0 X 6-8 ELEVATION DOUBLE( OX) ACTIVE ACTIVE FIXED FIXED FIXED 6- 0 X 6-8 ELEVATION 9-0 X 6-8 ELEVATION DOUBLE ( XO) TRIPLE (OXO) 74" MAX. FRAME Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.11.24 14:24:45-05'00' an 6-0 X 6-8 ELEVATIC DOUBLE ( XX) INACTIVE 11111fill- 398 DES ' • O r': Z.• Zy. Iccpo . y" w z P LD 3 O ww z z QpkzCi0 3 OF 5° a4 o Jm o0WQwoWDwS2OOXZ LU O zWa4 z w0 m U) W G O w MIa a w O ^ I l.7 onre: 2/20/2012 u t: NONE BY: G.LUBBECKE BY: S.SAFFELL WING No.: JW 122012FL 5- 1 -1 7 MAX. 4 UNITS EXAMPLE: OXXO, OXO, OX APPLY DAP ALEX PLUS SILICONE 6-#8 X 2" OR EQUIV. BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. DETAIL A2 6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT ODL LIP-LITE NON -IMPACT 3-0 X 6-8 SHOWN INTERIOR 1/8" TEMPERED 9 SIDE GLASS T 4-A 1 3/4" V MAX. 1 3/4" AIRSPACE 3/8" MIN. GLASSLBITE13/8" DETAIL B2 ODL NON -IMPACT GLAZING DETAIL MAX. D.L.O: 21" X 63" 1" MIN. I" MIN. 4 t 1"MIN. 1" MIN. 4 2 2 2 1 1/2" MIN. 1 112" MIN. EMB. EMB. I 1 1/4" 1/4" MAX. 1/8" MAX. SHIM SHIM SEE NOTE #7 INTERIOR EXTERIOR SEE NOTE #7 INTERIOR EXTERIOR ON SHEET 1 ON SHEET 1 OUTSWING OPERATING UNIT OUTS WING FIXED UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB SILICONE AT HEAD JAMB 2 1 4 1 1 1/2" MIN. I1/4" MAX. EMBED. I SHIM INTERIOR ri y 1 1/2" MIN. EMBED. 1"MIN 1" MIN OUTSWING OPERATING UNIT VERTICAL CROSS SECTION ENDURA F084566A SILL a 4 INTERIOR —F EXTERIOR SEE NOTE #7 HINGE DETAIL: 1 I— j I 1' MIN ON SHEET 1 TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) 1 1/2" MIN. EMBED. 1" MIN BOTTOM = 8 SCREWS (ITEM #8) 1" MIN INTERIOR O 8 OUTSWING OPERATING UNIT 1' MIN. j EXTERIOR FIXED UNIT HORIZONTAL CROSS SECTION OUTSWING SHOWN 2X 6 3 VERTICAL CROSS SECTION 1 OPTIONAL AFCO A•117 SILL io EXTERIOR 2 1" MIN. L INTERIOR 1" MIN. SEE NOTE #7J 4 1 ON SHEET 1 1 /4" MAX. SHIM 1 1/2" MIN. EMBED. OUTSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION SEE NOTE #7 ON SHEET 1 4 4 i EXTERIOR INTERIOR 1 1/2" MIN EMBED. 1" MIN 1" MIN OUTSWING FIXED UNIT VERTICAL CROSS SECTION SILICONE AT SILL NOTES: 1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR 1X BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 4. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND 1" MIN.< EDGE DISTANCE ARE ACHIEVED. ITEM #6, (#9 X 2 1/2") TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. 4 AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR j/ V MIN. MAXIMUM SUPPORT. i F. S 0177 1/4" MAX. IIIISHIM 4 1 i 11/2"MIN .£ E EMBED. M.E n C 2 4l ia l4a.v OUTSWING HINGE JAMB AT FRAME 398 eV BEACH BEACH .1t33 HORIZONTAL CROSS SECTION DAO6A tl Rl k 58 4 FBPE CERVIC9IAl1-OW 0.2957 1" MIN. i" MIN. 1" MIN. V MIN. 1" MIN. — 1"MIN. -- CONCRETE/ MASONRY SEE NOTE 1ONSHEET1 1 1/4' 1. 1 M--NI 1" MIN. -- BY OTHERS TVP. INTERIOR MIN. 1 v 1. EMB VIM' MIN. 1" MIN. VIA" MIN. I" MIN. INTERIOR EXTERIOR EXTERIOR EMBED EMBED 1 9 EMBED 3 2 2 CONCRETE/ MASONRY CONCRETE/ ti 1 1/4- MIN. BY OTHERS MASONRY n EMBED 1l4" BY OTHERS TYPICAL j/ / / j 1' MIN 1-MIN 'I IIi 1" MIN V MIN '^i INTERIOR 1/4" SHIM EXTERIOR MAX. EXTERIOR MAX. OUTSWING OPERATING UNIT OUTS WING FIXED UNIT SHIM SHIM EXTERIOR VERTICAL CROSS SECTION VERTICAL CROSS SECTION SEE NOTE #7 OUTSWING OPERATING UNIT SEE NOTE #7 ENDURA F084566A SILL SILICONE AT SILL ON SHEET 1 VERTICAL CROSS SECTION INTERIOR ON SHEET 1 INTERIOR OPTIONAL 1X BUCK SEE NOTE #7 ON SHEET 1 OUTSWING OPERATING UNIT OUTS WING FIXED UNIT 1 1/a" MIN. VERTICAL CROSS SECTION VERTICAL CROSS SECTION EMBED, HEAD JAMB HEAD JAMB INTERIOR 1l4' MAX. SHIM EXTERIOR 1 1/4" MIN. HINGE DETAIL: TEIWR EMBED TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CONCRETE/MASONRY 3 1 1' MIN CENTER = 8 SCREWS (ITEM #8) BY OTHERS V MIN. BOTTOM = 8 SCREWS (ITEM #8) s 8 I O \ IINTERIOR4X I 5 p v o pVMIN1" MIN 1„ MIN. 1 1" IN. 2X OUTSWOPERATING UNIT VERTICAL CROSS SECTION 1' MINING PpOmv6ia - OPTIONAL AFCO A-117 SILL Q c SEE N0TE 97 I 0 t FIXED UNIT ON SHEET 1 I O 01 HORIZONTAL CROSS SECTION 1" MIN.\ ILL M OUTSWING SHOWN 2 6 2X SEE ITEM #7 nL. 1" MIN. I 1[ 1__ MAX. ON SHEET 1 Z 2 7 2X e SHIM 0 1114" fl Z 1 O EXTERIOR MIN EMBED I MIN EMBED OUTSWING OPERATING HORIZONTAL CROSS UNIT SECTION kJ 3 o w F OPTIONAL TX BUCK O 0 O 1" MIN. I 1' MIN. I 2 EXTERIOR ul w z p 0 3 N O n 1" MIN. 4 . 4 1" MIN. 1 1" MIN. ` a INTERIOR I1' MIN. 1" MIN. 7- 7 1" MIN. I SEE NOTE #7- $ V MIN. ON SHEET 1 as I I 1" MIN. I SEE NOTE #7 1 J ON SHEET 1 1/ 4" MAX. I _ 1' MIN. I 1 SHIMv1/ 11/4" MIN. SHIM —1 1EMBED. 1"MIN. EMBED. OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME 1/4• MAX HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION IY-- SHIM NOTES: OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/ 1 1/2• MIN. INTERIORAgn EMBEDMENT ANDEDGEDISTANCEAREACHIEVED. MASONRY EMBED' BY OTHERS 2DITEM 16, (# 9 X 2 1/2") TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 398 EV!.A{ AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HEAD JAMB OR SIDE JAMB FBPE C R 1" MIN. 1N. 4 1 1" MIN. 1" MIN. 4 1 u2 EXTERIOR INTERIOR EXTERIOR INTERIOR 2 2 1 4 4. 1 1/2" MIN. 1 1/2" MIN 1 4 4 EMB. EMB. 1 1 2 va 1 1/2" MIN. 1 1/2" MIN. MAX. 1/4" EMBED. EMBED. SHIM 1I6" MAX. SEE NOTE #7 EXTERIOR INTERIOR SHIM SEE NOTE #7 EXTERIOR INTERIOR I---- 1"MIN 1" MIN 1"MIN ON SHEET 1 ON SHEET 1 1" MIN --1 INSWING OPERATING UNIT INSWING OPERATING UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION INSWING OPERATING UNIT INSWING FIXED UNIT ENDURA HF14565 SILL EXTERIOR INTERIOR ENDURA ZAIL4565 VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB HEAD JAMB t a 4 2 1 4 t 1 1/2" MIN. EMBED. 1/4' MAX. I r SHIM 1 1/2" MIN. 2 SEE NOTE #7 HINGE DETAIL: ON SHEET 1 TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) EMBED. MIN CENTER = 8 SCREWS (ITEM #8) BOTTOM = 8 SCREWS (ITEM #8) I--- 1"MINA 1 EXTERIOR 8 1" MIN q rO` 2X 9 INSWING OPERATING UNIT 1" MIN. VERTICAL CROSS SECTION 8 2X AFCO A-276 SILL S p 4X EXTERIOR INTERIOR i r INTERIOR 1 4 q FIXED UNIT HORIZONTAL CROSS SECTION INSWING SHOWN L 3 QR2X 2 INTERIOR 1 1/2" MIN. EMBED. 2LL,1 O 0 0 w Z E:>1" MIN. N 1 EXTERIOR 1" MIN.\ SEE NOTE #7 4 1 ON SHEET 1 1/4" MAX. SHIM 1 1/2" MIN. EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION II 1- MIN — 1" MIN 1" MIN.QZ INSWING FIXED UNIT VERTICAL CROSS SECTION NOTES: ENDURA ZAIL4565 WITH Z-60 SEAT FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR 1X BUCK CONCRETE/MASONRY 1" MIN. OPENINGS, SEE SHEET 6 OPTIONALLY, ANCHOR CAN BE PLACED IN `Q- •. . I NARROW SECTION OF HEAD OR JAMB AS ` •: •1C1 } 1/4" MAX. q 1 LONG AS MINIMUM EMBEDMENT AND EDGE G/ 7SHIM -- DISTANCE ARE ACHIEVED. 1 1/2" MIN. 9 ITEM #6, (#9 X 2 1/2') TWO SCREWS TO BEEMBED. INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. INSWING HINGE JAMB AT FRAME 398 E'V BEACH HORIZONTAL CROSS SECTION ®AT SILL, PLACE ANCHOR IN SILL DAM19•4F(VA BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CERVIONIALITI CONCRETE/MASONRY 1' MIN. 1' MIN. BY OTHERS 1' MIN. 1' MIN. 1' MIN. 1' MIN. 1" MIN. 1' MIN. BY OTHERSBY OTHERS 1 1/4' MIN. ED 1 1/4' 1' MIN 1 114 5 3 EXTERIOR INTERIOR 5 3 EXTERIOR INTERIOR EMO. 1" MIN. MIN. V MIN. a MIN. 1 MIN EMBED EMBED 1 1/4" MIN. 1 1/4" MIN. 5 5 EMBED EMBED 3 CONCRETE/ MASONRY T— BY OTHERS I' MIN V MIN 1- MIN 1' MIN I 1/ MAX. INTERIOR 114" 1/4' MAX.INSWING OPERATING UNIT INSWING OPERATING UNIT SHIM EXTERIOR MAX. INTERIOR SHIM VERTICAL CROSS SECTION VERTICAL CROSS SECTION SHIM / EXTERIOR SEE NOTE #7 EXTERIOR INTERIOR ENDURA HFI4565 SILL AFCO A-276 SILL SEE NOTE #7 ON SHEET 1 INSWING OPERATING UNIT ON SHEET 1 SEE NOTE #7 INSWING OPERATING UNIT INSWING FIXED UNITJ VERTICAL CROSS SECTION OPTIONAL iX BUCK ON SHEET 1 VERTICAL CROSS SECTION F'- VERTICAL CROSS SECTION HEAD JAMB HEAD JAMB t 7/4' MIN. EXTERIOR INTERIOR EXTERIOR 5 3 INTERIOR EMBED. 2 5 3 MAX. 1 1/4" MIN. 1 1/4" MIN. SHIM INTERIOR EMBED EMBED 1' MIN . HINGE DETAIL: 1-MIN. TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) -- l" MIN 1"MIN V MIN 11" MIN EXTERIOR BOTTOM = 8 SCREWS (ITEM #8) 1 INSWING OPERATING UNIT g VERTICAL CROSS SECTION INSWING FIXED UNIT VERTICAL CROSS SECTION N 1 MIN ENDURA ZAIL4565 ENDURA ZAIL4565 WITH Z-60 SEAT 1• MIN...:' 2X 4X 1 ., SEE NOTE #7 1 ON SHEET FIXED UNIT l CONCRETEIMASONRY 3 i HORIZONTAL CROSS SECTION BY OTHERS INTERIOR 5 INSWING SHOWN 2 6 2X 2 MIN. 5 7 2X f 1"MIN INTERIOR 1 EXTERIOR 1 11V MIN. MIN. EMBED I 1" MIN. SEE ITEM #7 V MIN. }. 1 EXTERIOR 1 1' MIN. 1 I 5 2 1 1' MIN. TERIOR ON SHEET 1 I- 1/4"MAX. 1. MIN. SHIM 1" MIN. SEE NOTE #7 1' MIN' 1" MIN. 1 1/4' MIN. EMBED INSWING OPERATING UNIT ON SHEET 1 5 M IN. HORIZONTAL CROSS SECTION 1' MIN. I OPTIONAL 1X BUCK 5 1/4' I 1/4"MAX.. SHIM 1 1/4' MIN SEE NOTE #7 ON SHEET 1 11/4-MIN. SHIM ^-I EMBED. 1'MIN. \\ EMBED. INSWING LATCH JAMB AT FRAME 'MIN. INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION I-1/4' MAX NOTES: a SHIM OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/ 1 1/2-MIN 4 INTERIOR EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. MASONRY EMBED BY OTHERS OPTIONAL MASONRY/CONCRETE INSTALL 2DITEM #6, (#9 X 2 1/2-) TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. CROSS SECTION OF HEAD JAMB OR SIDE JAMB T SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. 112 1/2" MAX FRAME 3" P. 3" TYP. v 0z iz 111 iw A7 A7 PANEL CENTER 4 5LL Q 1 i I 9-0 X 6-8 OUTSWING/INSWING 34) ANCHOR LOCATIONS FROM EDGE OF FRAME NOTE: SHIM FOR SUPPORT AT OR NEAR45 EACH ANCHOR IS REQUIRED 149" MAX. O.A. FRAME TYP. C7 C7 3" TYP. { ILi-3" n ZO A7 8 1 A7 LL LLLL XQ 1 1 I O vM 0.0co n S [ 1 E D7 D7 12-0 X 6-8 OUTSWING/INSWING 46) ANCHOR LOCATIONS FROM EDGE OF FRAME) 75" MAX FRAME a 3" TYP. 3" TYP. v U 74" MAX. O.A. FRAME TYP. 1 3" TYP.— L 3" C7 C7z0 z aU zOa 1 g wwi I LL XLLXQ LL EoM 6-0 X 6-8 OUTSWING/INSWING 30) ANCHOR LOCATIONS FROM EDGE OF FRAME) Z Z 0— A7 ww PANEL CENTER w LL x O I oro 6-0 X 6-8 OUTSWING/INSWING 26) ANCHOR LOCATIONS FROM EDGE OF FRAM)_. 2-#8X3"PFH ) SCREW 1- BOTTOM ASTRAGAL STRIKE PLUG o 1- TOP ASTRAGAL STRIKE PLATE 1- BOTTOM SHOOT DETAIL C7—C7 DETAIL D7—D7 BOLT INSERT PLUG DETAIL D7—D7 OUTSWING OR INSWING OUTSWING ONLY INSWING ONLY a10 j 37 1/2" MAX. rO.A. FRAME 3" TYP. 3-0 X 6-8 OUTSWING/INSWII 18) ANCHOR LOCATIONS FROM EDGE OF FRAME) 6" 3' TYP. 1 f 3" TYP. 0 X 4 5 DETAIL A7 6) ANCHOR LOCATIONS AT MULL 6" TYP. F 6" TYP. f F3TY P. 1 I p O I 4 5 DETAIL B7 V,ft38 (10) ANCHOR LOCATIONS IP64 AT ASTRAGAL