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Home My WebLink About364 Conch Key Way'e0-, 'w 04/04/2018 07:32AM 4076340400 LISACOOK DECKERDOORS PAGE 09 f CITY OF SANFORD BUILDING/& FIRE PREVENTION PERMIT APPLICATION Application No: 1 d ' C�% J Documented Construction Value: $ 3138,08 Job Address: 364 Conch Key Way Sanford, FL 32771 Historic District: Yes ❑ No ❑ Parcel ID: 29-19-31-501-0000-1130 Residential Commercial❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Replace rear door unit size for size Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information. Name Blake Yacawone and Carmen Benzine Phone: 904-412-2192 Street: 364 Conch Key Way Resident of property? City, State Zip: Sanford, FL, 32-771 Contractor Information Name Daniel T. Decker Phone: 407-696-0830 Street: 724 Brooks Court Fax 407-696-7356 City, State Zip: winter Springs, FL 32708 State License No.: CBC1250499 Architect/Engineer Information Nance: 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 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIT 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 construction in this jurisdiction_ I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, treaters, tanks, and air conditioners, etc. FBC 105.3 $hall be inscribed with the date of application and the eodc in effect as of that date: 51" Irdition (2014) Florida Building Code Revised: June 30, 2015 Nun it Application 04/04/2018 07:32AM 4076340400 LISACOOK DECKERDOORS PAGE 10 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 requited 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 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 information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z4We/74K&yZ 4�- 7-774 n um of Ownet'/Age, Date Signature of Contractor/Agent fate Owwtonl n� Daniel T. Decker \ ��1jN�nnrrr�'�... �7t Print o vner/Agents Name ors Q.i�� ' Print Contractor/Agent's Name q �` ,¢pair.. �o•�-: y�- yRiv�a�G�� s.� ,e..r �r �3�,�.�= �`� � • ,�' Signature of Notary -State Florida ONpDa.Cc� N Si natu to N%oL(a/ry-state �ofFZlorida r ;1Rat Q 41 ; NOTARY PUBLIC STATE OF FLORIDA / --�� `"'' .. •'�k, �� Gemara FF753747 ..• �� cplr�all��018 Owner/Agent is „ Pe ally mown to Me or Contractor/Agent is Personally Known to Me or ;tl Produced ID A Type of ID %rt/f�� `�` Produced 1D Type of ID '41- Permits Required Construction 'Type: Total Sq Ft of Bldg: BELOW IS FOR OFFICE USE ONLY Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Occupancy use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS. Flood Zone: # of Stores: Plumbing - # of Fixtures Fire Alarms Permit: Yes ❑ No ❑ WASTE WATER: BUILDING- ^-fir �•L�- 1 Revised: June 30, 2015 Penn it Application REQUMED INSPECTION* SEQUENCE ]Bpff- 1� Zi �9 Address: Footer / Setback Remwall Foundation / Form Board.. Slab /* Mono Slab. Prep our Lintel / Tie Beam / Fill Down Cell Sheathing— W-alls- Sheathing— Roof - Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath inspection Final Solar Final Roof Final Stucco./ Siding hasuration 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 F-a=,iTy-Resfdence-- Final. Building. (Other) X. Iffln Max Ins2ecdon Descr!2flon Electric. Underground Footer /* Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final WIM ;i mn Max Ims2ection Res n Plumbing Underground Plumbing Sewer Plumbing Tub- Set Plumbing Final .... ...... BUM Max IhsRection Descriletion Mechanical Rough Mechanical. Final Mum max Ims2ectizim.. Duescripfionn Gas Underground Gas Rough 6- Gas. Final RIEVISIED: Yane 2014 Daatd.Datatcon,UA i Property Record -Card Parcel: 2 i 10-31-501 0000-1130 "aEtk&?' eCALadTY, F DFMOA Property Address: 364CONCH KEY WAY SANE ORD, FL 32771 Parcel Information Value Summary Parcel j 29-19-31-501-0000-1130 YACAVONE, BLAKE A Owner(s) BENZINE, CARMEN L Property Address 364 CONCH KEY WAY SANFORD, FL 32771 Marling 364 CONCH KEYWAY SANFORD FL 32771 Subdivision Name CELERY KEY Tax District S1 SANFORD DOR Use Code 1 01 -SING I F FAMII V Exemptions 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $136,364 $120,312 Depreciated EXFT Value Land Value (Market) $36,500 $31,500 Land Value Ag lust/Market Value "' $172,864 $151,812 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $18,617 P&G Adj $0 $0 Assessed Value $172,864 $133,195 Tax Amount without SOH: $2,658.00 2017 Tax Bill Amount $2,658.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 113 CELERY KEY i PB 64 PGS 85 - 96 Taxes -..:: Taxing Authority - - — -- -- Assessment Value j Exempt Values Taxable Value County General Fund $172,864 $0 $172,864 Schools _ ._ _-- $O '_- - _____... _... $172,864 City Sanford $172,864 1 $0 $172,864 SJWM(Saint Johns Water Management) $172,864 $0 $172,864 County Bonds _-- _ - $172 864 $0 $172,864 - -- -- - --- -- j Sales _------ ----..__ Description P Date Book Page Amount Qualified --- I Vac/Imp WARRANTY DEED a.__..._.__. 3/1/2017 03873 1441 $193,000 Yes .... Improved SPECIAL WARRANTY DEED ......__. 8/1/2005 06046 '1554 $209,800 . Yes Improved _ ---- riind ,tat» rat §l to Land Method Frontage Depth j Units Units Price Land Value _.._ ._......... LOT .....................-- ._.. . $36,500.00 _.._... + $36,500 ' Building Information Is Bed/Bath count inconect? Click Here 1 Year Built # Description Fixtures i Bed Bath Base Area Total SF I Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 _...-. - . - - ..._. . i....._._ ........ _.._ - - - - ( _ _ - 1 SINGLE 2005 8 4 - _0 1,955 2,390 1,955 CB/STUCCO $136,364 $142,790 U4/ U4/ Z01t3 U r: J2AM 4b tbJ4U4bb LISACUUK DECKERDUVIn I1' f 1111I L111111 1 1I1pl Jill 1111 THIS INSTRUMENT PREPARED BY: Name: Daniel T. Decker Address: 724 Brooks Ct. Winter Springs , FI. 32708 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: 29-19-31-501-0000-1130 GRANT MHLOYr SEMIHOLE COUNTY CLERK OF CIRCUIT COURT & CONPTROLLER BK 911.1 F'3 1043 (IF's_) CLERK'S Y 2018046147 RECORDED 04/27/2011 Q2,19-46 r11 Rl:_C:ORDING FEES $1.0.00 RECORDED BY hdevOrra The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 1.13 CELERY -KEY PS 64 PGS 85-96 /// 364 Conch Key Way Sanford FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: Replace Door 3, OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Blake Yacayone and Carmen Benzine 3E4 Conch Key Way Sanford FL 32771 Interest In property: 100 % Fee Simple Title Holder (if other than owner listed above) Name: n/a 4. CONTRACTOR: Name: Decker Doors Inc. Phone Number: 407-696-0830 Address: 724 Brooks Ct. Winter Springs , FI.32708 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: n/a Amount of Bond: 6. t ENDER: Name; WEI Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statute!). 8. In addition, Owner designates Phone Number: of to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date is specified) WARNING TO QWAE-R: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713,13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECOROING.Y_Ot)P.,NOTICE OF COMMENCEMENT. (Signature or OWner or Less ers or Le0890% Authorfted OffittND q artnerimanager) State of 14-e bw"e, ' County of Blake Yacavone or Carmen Benzine (Pant Name and Provide Slgna(wy's TitldOffi=) The foregoing instrument was acknowledged before me this �) day of by Who is personally known to me (O-OR Name cf person moving statement T1 who has produced identification ❑ type of identification produced: 1"5,' Y RAMONA HALPENNY NOTARY PUBLIC �� Q, STATE OF FLORIDA Comm# FF153747 Notary SI naV Expires 9/22/2018 G� .. EJai' 9 '_'rn. R 1.5: 36 4L1 r —Ujb LIMITED POWF�R OF A."ITORNFA' 1 hereby name and appoint: Fwza,6,�OA �oo� (Print Nome of Appointee) Decker Doors, Inc. ---_..—_—_ _-- --—_----.---------_..-___--- — (company Name of Appointee) to be my lawful attorney -in -fact to act for me in applying to._-- C-ovemment Commercial / Residential Permitting for a permit enahling work to be. performed at the location below — described and to sign my name and do all things necessary to this appointment: Section Township Range Subdivision Block Lot L (Project Address) (Owner of Property) (owner of Address) Signed: Date: — ._—..._ (certified contractor Signature) Certified Contractor: _ — Daniel T—DFc:ker- (printed name) Contractor License #: CBC 3.250499 State of Florida Counter of Orange Sworn to and subscribed before me this _ Q day of — �^\ — _...— Y hY 1 T. Decker ---- (name of person acknowledged) ho is personally known to rne. 0 11� I \INL (Notary Public) Commission expires. LESLIE A. TISCHLER FORPA power of ottomey/oazSoi/dam �_ MY COMMISSION # GG 039221 J EXPIRES: October 24, 2020 Bonded Thry Notary Public Underwrters i�.1 29, 2 o18 SUN 3: 35 PSI [TX; R-X NIT) 91.621 00111 34,N Conch K �z'21 t mfn mD-'>— Z r- cn 2/11/2018 Florida Building Code Online BCIS Home i Log In User Registration I Hot Topics j Submit Surcharge 1 Stats & Facts Publications FBC Staff ! BCIS Site Map Links ! Search rr Product Approval USER: Public User Product Approval Menu > Product or Application Search > Applicatior List > Application Detail EMU 771-70' a FL # FL13541-R14 m Application Type Editorial Change 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 JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Jason Kantola 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 AAMA 1304 ASTM E283 ASTM E330 TAS 202 Year 2002 2004 2002 1994 Product Approval Method Method 1 Option A hftps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5olA%3d%3d 1/3 2/11 /2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 02/01/2018 02/02/2018 02/07/2018 FL # Model, Number or Name Description i 13541.1 A. Design Pro / Smooth Pro / Studio Single (X) Opaque Fiberglass Door, 3'-0" x 6'-8" and 3'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 13541.2 i B. Design Pro / Smooth Pro Fiberglass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL13541_R14_C_CAC_NI011906.01-R7.pdf FL13541_R14_C_CAC _NIO11906-R6.pdf Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL13 41_R14_II_A010831A SS 2014-09-26.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2742 SS 2014-09-26.pdf Created by Independent Third Party: Yes Single (X) Glazed Fiberglass Door, 3'-0" x 6'-8" and 3'-0" x 8'-0", Inswing and Outswing Certification Agency Certificate FL13541_R14_C_CAC_NI011921.01-R6.p�of FL13541_R14_C_CAC_NI011921-R7.pdf Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL13541_R14_II_A010832A SS 2014-09-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports F_L13541_R14_AE_PER2743 SS 2014-09-26.pdf Created by Independent Third Party: Yes 13541.3 ; C. Design Pro / Smooth Pro / Studio i Double (XX) Opaque Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x Fiberglass ( 8'-0", Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL13541_R14_C_CAC _NI011907.01-R6.pdf FL13541_R14_C_CAC_NIO11907-R6.pdf Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL13541_R14_11_A010833A SS 2014-09-26.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports LF 13541_R14_AL_PER2744 SS 2014-09-26.pdf Created by Independent Third Party: Yes 13541.4 i D. Design Pro / Smooth Pro Double (XX) Glazed Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL13541_R14_C_CAC _NI011908.01-R7.pdf FL13541_R14_C CAC_NI011908-R7.pdf Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL13541_R14_11_A010834A SS 2014-09-26.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2745 SS 2014-09-26.pdf Created by Independent Third Party: Yes 13541.5 i E. Design Pro / Smooth Pro / Studio Single with side lite(s) (X,O/ O,X/ O,X,O) Opaque Fiberglass I Fiberglass Door, 9'-0" x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL13541_R14_C_CAC_NIO11910.01-R7.pdf FL13541_R14_C_CAC _NI011910-R7.pdf Quality Assurance Contract Expiration Date 03/30/2026 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5olA%3d%3d 2/3 2/11/2018 Florida Building Code Online Design Pressure: N/A Installation Instructions Other: FL13541_R14_II_A010835A SS 2014-09-26.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2746 SS 2014-09-26.pdf Created by Independent Third Party: Yes 113541.6 F. Design Pro / Smooth Pro j Single with side lite(s) (X,O/ O,X/ O,X,O) Glazed Fiberglass Fiberglass Door, 9'-0" x 6-8" and 9'-0" x 8'-0", Inswing and Outswing ' ..................__............. _......... .._....._........................... .........1............ _........._.... __................. ............. ...................................... ...... ..._......... _................. Limits of Use ........ -... ..... .......... .................................... ... _.............. _............. _.._...................... _........................ ............ ................ ..._.... ............. .... ....................... ...._� Certification Agency Certificate j Approved for use in HVHZ: No FL13541_R14_C_CAC_NI011923.01-R7.pdf Approved for use outside HVHZ: Yes FL13541_R14_C_CAC _NI011923-R7.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL13541_R14_II_13541.6.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2747 SS 2014-09-26.pdf ... _......_...._._......._..... _... _...... _.._..._......_............ ...._..,.-..__...._....._...._....... ...... ..................._..... _....... ..._............. _.............. _... .._........ ._................. Created by Independent Third Party: Yes ........... ........ _............. .... _.................. _... ..... _............................ ........ ._._... ........................... ................... _......... _....... .__........._..._........_.. ,I 13541.7 G. Design Pro / Smooth Pro / Studio Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Opaque Fiberglass Fiberglass Door, 12'-0" x 6'-8" and 12'-0" x 8'-0", Inswing and Outswing -.- — —� Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541_R14_C_CAC _NIO11911.01-R7.pdf Approved for use outside HVHZ: Yes FL13541_R14_C_CAC_NI011911-R7.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL13541_R14_II_A010837A SS 2014-09-26.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2748 SS 2014-09-26.pdf Created by Independent Third Party: Yes -..... _........ _................. _....... ... -....._ ....... ....... 13541.8 i H. Design Pro / Smooth Pro Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Glazed j Fiberglass Fiberglass Door, 12'-0" x 6'-8" and 12'-0" x 8'-0", Inswing and Outswing jLimits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541_R14_C_CAC_NI011912.01-R7.pdf j Approved for use outside HVHZ: Yes FL13541 R14_C_CAC_NI011912-R7.pdf Impact Resistant: No P Quality Assurance Contract Expiration Date I Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL13541_R14_II_A010838A SS 2014-09-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_P14_AE_PER2749 SS 2014-09-26.pdf 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 Df icial 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: https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5D/D2bzBiYgrnVFSXzhA5olA°/D3d%3d 3/3 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI011912-R7 DAJE: 03/19/2014 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 1822-1 REVISION DATE: 02/01/2018 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAM] approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if anv corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN "Design Pro/Smooth Pro/Studio" 3737 Lakeport Boulevard Fiberglass Glazed In -Swing or Out -Swing Klamath Falls, OR 97601 Side -Hinged Doors w/Glazed Sidelites Configuration: OXXO Glazing: Insulating Glass (Tempered) IS Frame: W-3778mm(148.75") H-2081mm(81.93") OS Frame: W-3778mm(148.75") H-2063mm(81.25") Panel: W-908mm(35.75") H-2012mm(79.25") DLO: W-606mm(23.87") H-1587mm(62.50") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Qualifies Configurations: OXX/XXO/OXXO AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3918-02/NCTL-210-3924-02/NCTL-210-3925- 03/SJW2013-195/S.TW2013-241 /SJW2013-242/SJW2013-208-TAS/SJW2013-209- TAS/SJW2013-251 /SJW2013-252/SJW2013-253/SJ W 2014-032/NCTL-210-3930- 01 /NCTL-210-3930-02/SJ W2014-069/SJW2014-079/W-1665/W-1706/W-1783/W-1799 Expiration Date: March 30, 2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI011912.01-R7 DATE: 03/19/2014 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 1822-1 REVISION DATE: 02/01/2018 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN "Design Pro/Smooth Pro/Studio" 3737 Lakeport Boulevard Fiberglass Glazed In -Swing or Out -Swing Klamath Falls, OR 97601 Side -Hinged Doors w/Glazed Sidelites Configuration: OXXO Glazing: Insulating Glass (Tempered) IS Frame: W-3778mm(148.75") H-2487mm(97.93") OS Frame: W-3778mm(148.75") H-2470mm(97.25") Panel: W-908mm(35.75") H-2419mm(95.25") DLO: W-606mm(23.87") H-1995mm(78.56") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +45/45 psf TAS 202-94 Qualifies Configurations: OXX/XXO/OXXO AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3918-02/NCTL-210-3924-02/NCTL-210-3925- 03/SJW2013-195/SJW2013-241 /SJW2013-242/SJW2013-208-TAS/SJW2013-209- TAS/SJW 2013-251 /SJW2013-252/SJW2013-253/SJW 2014-032/NCTL-210-3930- 01 /NCTL-210-3930-02/SJ W2014-069/SJW 2014-079/W-1665/W-1706/W-1783/W-1799 Expiration Date: March 30, 2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 398 East Dania Beach Blvd. /2/A \\ BUILDING DROPS Suite338 16 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Report Of JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Non -Impact For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Current Florida Building Code Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro /Smooth Pro Full Lite Non -Impact For use outside the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 12'-0" X 6'4" (Nominal) l2'-0" X 8'-0" (Nominal) Prepared For: XIIII M11111., JELFi-WEN, inc. S F. O 3737 Lakeport Blvd.. � t�, , •• • .Klamath Falls, OR. 97601 7 Prepared by: Hermes F. Norero, .P.l✓. : ••• ; C pP •: Florida Professional Engineer # 73778 �� Date: 09/22/2014 ��" -0 """•••• C��`�` Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2014.09.26 15:13:32-04'00' (^^@A BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Design Pro / Smooth Pro Full Lite Non -Impact For use outside the High Velocity Hurricane Zone (HVHZ) 12'-0" X 6'-8" (Nominal) 12'-0" X 8'-0" (Nominal) Date: 09/22/2014 Report No: 2749 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 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 International Building Code, International Residential Code, and Florida Building Code. See Installation Instructions A010838A, 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 International Building Code (IBC), International Residential Code (IRC), and Florida Building Code (FBC), excludine 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 A010838A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010838A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Certificate of Authorization: 29578' Report No: 2749 Quality Assurance Entity: 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 (FBC Organization # QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: • ASTM E283-04 • ASTM E330-02 • AAMA 1304-02 • TAS 202-94 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report Date: NCTL-210-3918-01 10/04/13 SJ W 2013-195 09/16/13 NCTL-210-3924-02 12/18/13 SJ W 2013-241 12/03/13 SJ W 2013-242 12/03/13 SJ W 2013-208-TAS 11/13/13 SJW2013-209-TAS 11/13/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3925-03 02/07/14 NCTL-210-3918-02 10/12/13 SJ W 2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJW2014-069 07/07/14 S1 W 2014-079 07/07/14 2. Product Testing performed by Quality Testing Inc. (FBC Organization # TST7638) Report # Report Date: SJ W 2010-003 01/11/10 3. Quality Assurance Entity National Accreditation & Management Institute (FBC Organization # QUA1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 ,i' BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: Date: 09/22/2014 Report No: 2749 A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon or Y4" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or X" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010838A) for anchor spacing and more details of the installation requirements. Design Pressure: CONFIGURATION MAX.. OVERALL NOMINAL SIZE OF -SIGN PRESSURE (PSF) MISSILE' FINGER -JOINTED PINE ALL OTHER MA'TEMALS WIM HEIGHT B+t WING OUTSWING INSWING OUTSVi ING IMPACT RATING POS. NEG. POS. NEG. POS. NEG. POS. NEG. O,XX,O 12'-0" 6'-S" 50'r 50 SO- 50 SO- SO 50- 50 NOWIMPACT O,XX.O RADIUS 1XV 64-8" Sp" S0 50* SD 50* 50 SO* 50 NON -IMPACT O;XX,O 121-0" 8'ar 45* 45 45" 45 45* 45 45" 45 ICON -IMPACT xxl o 9`.0r. V41 50° 50 50' SO SO* so so* 50 NON -IMPACT XX,O RADIUS T-€}" 6'41. 5Q 50 5b* so 5V so ,SO* 50 NON -IMPACT XX,t0 V-0A 8'_0:" 45* 45 4S* 45 45* 45 45' 45 I6N-IMPACT Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Sw�WINDOWS. & TDa DESIGN PRO/SMOOTH PRO FULL LITE NON -IMPACT FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLORIDA BUILDING CODE (FEIC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • ASTM E330-02 • ASTM E283-04 • AAMA 1304-02 • TAS 202-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS, DECORATIVE, AND EXTERNAL WROUGHT IRON. RADIUS (SHAPED) LITES ARE QUALIFIED FOR 6'-8" DOORS AT DP+/-50 PSF ONLY. 7. NOTE: OPERATING AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.0 PSF. FIXED SIDELITE MEETS WATER INFILTRATION AT WTP OF 7.5 PSF. REMAINING SILLS NOT 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 2 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 e TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A ELEVATIONS 3 A TYPICAL ANCHOR LAYOUTS AND NOTES 4 A QUALIFIED CONFIGURATIONS & GLAZING DETAIL S A OPTIONAL 2X BUCK ANCHORING DETAILS 6 A VERTICAUASSEMBLIES 7 A HORIZONTAL ASSEMBLIES 8 A WOOD SUBSTRATES 9 A CONCRETE SUBSTRATES 10 A COMPONENTS & BILL OF MATERIALS ]48 3/4" MAX. O.A. WIDT 37 3/8" —FRAME E TYP. 2 \N� ~ E 00 6W FIXED T T R LL 3 Z Q ACTIVE • • ACTIVE FIXED V K 13 00 \\_ / =a 0Z TYP. ELEVATION 1 �4xrtwIPTx3Hows o11N0MM`uo°N.N.foEaMEHr NOTES: 1. INACTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE. 2. SIDELITE MAYBE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN ABOVE AS LONG AS O.A. DIMENSIONS ARE NOT SURPASSED. CONFIGURATION MAX. OVERALL NOMINALSIZE DESIGN PRESSURE (PSF) MISSILE FINGER -JOINTED PINE ALL OTHER MATERIALS WIDTH HEIGHT INSWING OUTSWING INSWING OUTSWING IMPACT RATING POS. NEG. POS, NEG. POS, NEG. POS. NEG. O,XX,O 12.'-0" 6'-8" 50• 50 SO- 50 50' 50 SO• SO NON -IMPACT O,XX,O RADIUS 12'-0" 6'-8" 50• SO SO' 50 SO- 50 50• SO NON -IMPACT O,XX,O 12'-0" 8'-0" 45• 45 45• 45 45• 45 45• 45 NON -IMPACT XX,O 9'-O" 6'-8" 50• SO 50• 50 50• SD SO. 50 NON -IMPACT %X,O RADIUS 9'-0" 6'-8" 50• 50 SO* 50 SO• SO 50• SO NON -IMPACT X%,O 9'-D" 8'-O" 45' 45 45• 45 d5• 4S 45• 4S NON-IMPACF -UtN LNU1t/,�Htt11,RUTS WA I ER INFIL I RAI IUNAPPROVED SILLS. PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH elVO., STE.338 DANIA BEACH, E13300E PH: 19541399MR8 PAR:195A1RYAT3R wEe:--bulldl"d,;N. m LLJ L!1 J ZI- mgor O rO mo o L., z 0 4 V W J M LL OQ �y o�viw mfa� Z Z q Z p LU CC gz Qo > Z z; LU vi Wv J LE.I• Cl L..J �9 }a LA I— LLJ CL y'7 r i= REMARKS I BY IDAI Rdd MUlti-Pt. Lock &Radius Lt. at 007' ANDSHA 10TEEREPRODU¢DINweolEORPART EN CCRSENTOF .— DROPS, INC ITERAT"l..[0100NE.HIOHUGHNNO, OR OTHfR IAIIMNGS NIS OOCUM[�fp�[ INVA,�MALMEIIII.RFI /N F. O �i •7�r0 `*�•NC• .. S7r�.,., •GSA .� igitally signed by Hermes F. Norero, P.E. eason: I am approving this document ate: 2014.09.26 14:57:32 -04'00' DATE: 02.05.14 DWG. B CHK. BY: SSM/TJM I MSS SCALE: NTS DWG. #: Ani nRRRa 01 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK, 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 8. SEE SHEETS 8 AND 9 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEOMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHORTABLE 6'8" DOORS 8'0" DOORS ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN. EDGE DISTANCE MAX. O.C. MAX..O.C. SPACING AT ANCHORSAT SPACINGAT ANCHORSAT IAMBS HEAD/SILL JAMBS HEAD/SILL CLUSTERS CLUSTERS WOOD SCREW R10 2X WOOD BUCK 1-1/2" 3/4" 17-1/2" 4 17-1/4" 4 OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/Z" 17-1/2" 4 17-1/4" 4 ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1-1/4" - CMU 1" 17-1/2" 4 17-1/4" 4 ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14-3/8" 6 2-N12XA"PFH B3 SCREW C3 1- STRIKE PLATE HOPPE #1965040 NOTE: INSERT PLUG INTO BED OF SILICON A o^o• DETAIL C3 TYP. ASTRAGAL INSERT PLUG WITH DETAIL 83 1- BOTTOM SHOOT 2- N9 X 2 1/2" PFH MULTI -POINT ASTRAGAL ONLY INSERT PLUG BOLT INSERT PWG PFH SCREWS STRIKE LOCATION W/STD. REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) UNDER REINFORCEMENT PLATE) INSWING SILL SECTION VIEW FOR QTY. 3" TYP. G3 -- H x O Or < S x 3 z LL z z O Z w O N L I A3 D3 3" TYF PREPARED BY: 148 3/4" MAX. O.A. WIDTH 1 1/ 2" TYP.. 3„ TYP- I BUILDING DROPS, INC. r I / ' 1— Iy ltF7k]F DAN4 BHCN,R33WE PM: 19Sa1399-EET4 b WEB:iwww196 IltllriEtlrpos.s•m 123 J J L/J m m nc F • w I — , O m x Z • z p cc o Nr LL-'N Q V Q ga`` w _ Ix Z w H mg ACTIVE INACTIVE FIKED - - o Z O a z= 3"TVP. [11TYP. ANCHOER�WYOUT A3 Z g We 3" TYP. D3 lD � ... Da ra"oamxsi9m W 0 O = k 111 3/8" MAX. O.A. WIDTH-U z �. B 11 2" TYP. 3D TYP. Q FOR G3 F= REMARKS BY DA1 r Add Multl-Pt. lock &Radius U. Gl O6/2: I � Rfl,'T Fit] • O x \ • z w ACTIVE INACTIVE FIXED A3 3" TYP. A13 I D3 (yP• ANCHOR LAYOUT 3 TYP. D3 NOTES: 1. INACTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE. 2. SIDELITE MAYBE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN ABOVE AS LONG AS O.A. DIMENSIONS ARE NOT SURPASSED, 2-NBX3"PFH E3 F3 SCREW 1- STRIKE PLATE 1-TOP STRIKE HOPPE A2098945 STRIKE PLATE 1- STRIKE PLATE E 2- KB X 3" PFH HOPPE A1965040 SCREWS . ASTR G DETAIL I3 TYP. ASTRAGAL / DETAIL H3 TYP. TOP ASTRAGAL/ MIKE LOCATION TYP, TOP ASTRAGAL STRIKE LOCATION MULTI -POINT STRIKE ONLY STRIKE PLATE H3 LOCATION LOCATION 13 DETAIL E3 I- ASTRAGAL ONLY 4 A9 % 2 1/Z' PFH 2- N9 X 2 1/2" PFH ASTRAGAL ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS PLATEFROM HARDWARE KIT Cb10UTSWING SILL SECTION VIEW HEAD SECTION VIEW �7 sEE OETall E3 DA i3 aaOVF Z INss9ENc.NnECTI. N VIE ws acu++ E samEDA 7 pO . uj DATE: 02.05.14 DWG. B : CHK. BY: SSM/TJM I MSS SCALE: NTS DWG. a: A010838A J� �11 O,XX,O ELEVATION 4 WITH 3'0" slolms NOTES: 1. INACTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE, 2. SIDELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN ABOVE AS LONG AS O.A. DIMENSIONS ARE NOT SURPASSED. • }� O,XX,O ELEVATION Q r WRN I'R"fIDEU}FS � r r \u e r / r • \ • Al R 1 M2 ELEVATION 4 wITN 3ro•sroEU% e O,XX ELEVATION 0,XX ELEVATION WWIEN V0• fICEUTE WITH t'3^ SIDEUTF r i � • LL { / [Q� XX,O ELEVATION WRN V3" slotme 1" MAX. 1" MAX. 1' MAX. 1" MAX. 3/4" AIRSPACE 3/4" AIRSPACE 3/4" AIRSPACE 3/4" AIRSPACE INARIOR4 INTERIOR INTERIOR 14 14 INTERIOR 14 /8" TEMPERED GLASS r 1/B" TEMPERED GLASS ? m TEMPERED GLASS Z1/8" TEMPERED GLASS ED SILICONE m '� SILICONEm mLICONE M SILICONE BUTYLf%TEAIORUTYL DO mBUMEXTERIOR EXTERIOR EXTERIOR 20 20 21 23 AL REDI-SEAL -SEAL 6'-8" GLAZING DETAIL g 8'-0" GLAZING DETAIL rg-\ FLUSH GLAZE DETAIL -M GLAZING DETAIL 4 201/2"MAM. D.LO.WNTN\,Aj 20t/2"MAX.D.LO.WIOTN a J I3)/r MW D.LO. WIDTH 4 FOR OVAL,SUNBURST, AND ROUND TOPE 6E t/E" MAX. D.LO. HEIGHT 761/E• - D.LO. NEIGNT )6 )/6" MAX. O.LO. NEIGHS IN 6'6" UNTS AT DP•/-f0 PSFONLV NOTE: FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS, DECORATIVE, EXTERNAL AND INTERNAL WROUGHT IRON AND RADIUS (SHAPED) LITES ARE APPROVED IN ALL GLAZING DETAILS SHOWN ABOVE. PREPARED BY: BUILDING DROPS, INC. 39R E. DANM REACH KVD., 11F. 11, DANIA REACH, FL 330M PN:195E1399`RA)R FAX: 195A1)M,A13R WFR: rnmv.bWIJIM6TO0ATam G b V m O n N Z K o p a 7 DO _ G <'T s=_� oLu an d L:1 OZ p z cc z= 0 wQ 0 Q c r r REMARKS BV DA' dd MDID-PT. Lock B Radius ll. GL 06/2 ANDSNALL NOT RE REPRODU[EDw WNOLEORPART AITER4iONS, AEONgClOxNN5t1 N. NfI0GNIMNLOTIwNGG, OORO OTHER RSNGTMDOPA NOM INV1 F. O - n TT ? a ///�r.sSG�IwALRDEa� FRPF CFei.OF AVINORRATION ��. 330D NO. t9113 DATE: OZ.O5.14 DWG. B : CHK. BY: SSM%TJM I MSS SCALE: NTS DWG. a: A010838A SHEET: OF10 4 4 1/2" TYP. LAYOUT 4 1122" TYP. TY.I 1 1/4" MIN. EMBED TYP. _z �N SEE TABLE �o Ci Z_ Z �o 2X WOOD BUCK 2X WOOD BUCK INSTALL. ANCHOR PER BUCK ANCHOR TABLE 2X WOODsBUEaroCK INSTALL. ��2X WOOD BUCK INSTALL. 5 cross N 5 sloe vlEw NOTES: 1. 2X BUCK 15 NOT FOR INSTALLATION AT SILL. THRESHOLDSHALL BE FASTENED IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 3. 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/5. 4 1/2" TYP. 1 1/2" OFFSET TYP. I I I 4 1/2" 1 1/2" OFFSET TYP. I I I I I I I I II L TYP. ANCHOR LAYOUT PTIONAI2R tUCR IN CONCRETE/MASONRY 2X BUCK ANCHOR TABLE 6'8" DOORS 8'0" DOORS ANCHOR MIN MIN. EDGE MIN. CENTER ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST. TO TO CENTER MAX. O.C. MAX. O.C. SUBSTRATE DISTANCE SPACING AT SPACING AT JAMBS JAMBS ITW TAPCON 114" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4'. ELCO ULTRACON 1/4" CONCRETE/CMU 11-1/4-3/B"•'--CMCONUC. r 4" 2S" 30-1/4" I PREPARED BY: 1(k BUILDING DROPS, INC 39t E DAN4 BEACN BIVD„ ZTE 3St DANM BFACN, FL 33001 PH: 19541399.8418 F•R:19s4ITa.4nt wfe: www.emmmee.eP..zom m ^ o 0 0 O m m � � 21 Y'J �LL<v [Y1 W 2 n� u g O 2 Q 2 z 0 0o = LD au we Z Q 9 i r F REMARKS BY I DATE Add Multi -Pt. lock&Rtdlus U.1 GL 06/23/14 LL NOTBE RfPROOUCFe Ix NxgIE OR TARS CUxSENTOf BUILMN AVf—WN5,N, -T.INC ALifR4froN5. AODIDONf, MGNL...... R OSNFR • INGS io OONMI /iS[x0 OA D S F 0 ''''''i 7 �6 �C •T..OP �'.0 r,�� DATE: 02.05.14 DWG. BY: CHK. BY: 55M TJM MSS SCALE: NTS DWG. a: A010838A SHEET: OF 10 5 ERIOR OPERABLE HEAD OUTSWING SHOWN - INSWING SIMILAR 08 X 2-1/2" PFH 6" FROM CORNERS, ONE AT MIDSPAN 3 1 INTERIOR EXTERIOR SIDELITE HEAD 6 OUTSWING SHOWN - INSWING SIMILAR #8 X 2-1/2" PFH 8 6" FROM CORNERS, ONE AT MIDSPAN INTERIOR EXTERIOR INTERIOR EXTERIOR 5 ¢ 1 N 'N 3 X 19 164 OPERABLE SILL SIDELITE SILL OUTSWING 6 OUTSWING SHOWN -INSWING SIMILAR AFCO 1-2297 EXTERIOR INTE �j iT•iT a : - 3� OPERABLE SILL 6 INSWING ENDURA ZAIL4S6SF 8 7 INTERIOR EXTERIOR c OPERABLE SILL OUTSWING OPTIONAL AFCO H-497 PREPARED BY: BUILDING DROPS, INC. 39A E. OANIA 9EMH -0., STF. 339 MNIAOUCH,fLl300a PH: 19Sa1399 U78 I.:195917YAM wf9: www.nwaclyeroo:.mm � O b moms t- o a O ry $gym= Lw W a� m LL N gwz5"� m n Q = X T LL C0c 0 i W z Ln m Y Ln oZ cc CL V tY W I�4 W o > R 'REMARKS BY I DATE I Add Multl-Pt. Lack & Radlus Lt. GL OB/23/la 7 �.� T T o�d DATE: 02.05.14 DWG. BY: CHK. BY: SSM TJM MSS SCALE: NTS DWG. N: A010838A SHEET: OF10 6 22 A7 INTERIOR � � r -- EXTERIOR INTERIOR #8 X 2-1/2" PFH 6" FROM \ CORNERS, 17 1/4" O.C. TYP. % 3 EXTERIOR MEETING STILE AT ASTRAGAL 0 FIXED JAMB OUTSWINGSHOWN- INSWINGSIMILAR 7 OUTSWINGSHOWN- INSWINGSIMILAR 1 \�. 8 INTERIOR \ 1-#9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREVy i 3- #9 X 3/4" PHILLIPS \ EXTERIO 0 FLATHEAD WOOD SCREW 4-#9 PHILLIPS FLATHEAD WOOD S( 24 USE 3/4" LENGTH FOR 6'-8" DOORS USE 1" LENGTH FOR 8'-0" DOORS APPLY DAP ALEX PLUS SILICONE 11 APPLY DAP ALEX PLUS SILICONE OR EQUIV. ADHESIVE SEALANT _ OR EQUIV. ADHESIVE SEALANT BETWEEN JAMBS BEFORE '" BETWEEN JAMBS BEFORE MULLING MULLING #8 X 2" PFH SCREW #8 X 3" PFH SCREW AT EACH MULLION. 6" FR CORNERS, AT EACH MULLION. \ 6" FROM CORNERS, �. 141/2OM " O.C.TYP. \ %% % 141/2" O.C. TVP. JAMB MATERIAL: JAMB MATERIAL: FINGER JOINT WOOD % FINGER JOINT ' OR SOLID WOOD SOLID WOOD, OR lVl OR LVL 1 1 o.7s" f 4�BACK-TO-BACK JAMB lv NO MULLION REINFORCEMENT 3-#8 X2"PFH 1 - MULTI -PT LOCK STRIKE PLATE AT ASTRAGAL DETAIL A7 HOPPE MULTI -PT LOCK FASTENING HINGE JAMB OUTSWINGSHOWN- INSWINGSIMILAR APPLY DAP ALEX PLUS SILICONE OR EQUIV. ADHESIVE SEALANT BETWEEN JAMBS BEFORE MULLING 7—#B X 3" PFH SCREW AT EACH MULLION. 6" FROM CORNERS, 141/2" O.C. TYP. —JAMB MATERIAL: FINGER JOINT WOOD, SOLID WOOD, LVL, OR COMPOSITE — 3.DO" — PREPARED BY: /Z BUILDING DROPS, INC, 399 E. DAN'A BEACH B D., 3TE. 338 DANIA BEACH, FL 33C04 HINGE DETAILAT JAMB: PH+19sep99-Bare PLACE #9 X 2-1/2" PFH SCREW Fww�a9B"IIa NEXTTO WEATHERSTRIP WEe gam9s. . HINGE SCHEDULE DOOR HEIGHT QUANTITY 3 4 rS--'� BACK-TO-BACK JAMB BACK-TO-BACK JAMB rT� INTEGRAL MULLION 7 1X MULLION REINFORCEMENT 7 2X MULLION REINFORCEMENT \llu FOR 6'8" AND B'0" UNITS NOTE: ALL SOLID WOOD USED IN MULLION ASSEMBLIES ABOVE 4 - 08 X 1 3/8" PFH TO BE PONDEROSA PINE (MIN. S.G. = 0.45) OR GREATER. 1- REINFORCEMENT PLATE HOPPE #2512296 13 - #8 X 13/8" PFH (6-8 UNITS) (80UNTS)3/8"PFH HOPPE MULTI -POINT LOCK COMES WITH HARDWARE 7 TOP REINFORCEMENT PLATE- ACTIVE PANEL ONLY J l/1 m m w w r O T Z) m O CL sg2z92 w LL a d o� Q niaLL mY Z J pZ H CC yy 0 a r F REMARKS BY DATE Add MD#i-PL. Lock & Radius E GL 06/33/3e �s F. 0.11"��, 7'._ ...* �0c DATE: SSM TJM SCALE: NTS DWG. #: AOIOE SHEET: 7 MIN. EDGE DIST. SEE TABLE SHEET 3 ww w J 2X WOOD BUCK za �w j/ ED 62= WOOD ANCHOR SEE TABLE ON SHEET 3 HEAD (TYPICAL) ft / OUTSWING SHOWN - INSWING SIMILAR ZX WOOD BUCK W �N WOOD ANCHOR W rQ- SEE TABLE ON SHEET 3 U 0"", MAX. SHIM MIN. EMBED. SEE TABLE SHEET 3 2 JAMB (TYPICAL) J OUTSWING SHOWN - INSWING SIMILAR WOOD ANCHOR z WOOD ANCHOR SEE TABLE ON SHEET 3 a SEE TABLE ON SHEET 3 SILICONE 19 SILICONE 2X WOOD BUCK fw ww ww is is is fw �w gw h I 2X WOOD BUCK N I N MIN, EDGE DIST. SEE TABLE SHEET 3 4 OPERABLE SILL 8 OUTSWING AFCO J-ZZ97 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. MIN. EDGE DIST. SEE TABLE SHEET 3 SIDELITE SILL J OUTSWING SHOWN - INSWING SIMILAR 1EET 3 WOOD BUCK IN. EDGEDIST. SEE TABLE SHEET 3 OPERABLE SILL INSWING ENDURA ZAIL4565F WOOD ANCHOR SEE TABLE ON SHEET 3 MIN. EDGE DIST. SEE TABLE SHEET 3 �Z OPERABLE SILL HIGH BUMP OUTSWING AFCO H-497 2X WOOD BUCK PREPAREDBY: BUILDING DROPS, INC. 39B E. DANIA BEACH E-D., STE. 338 DANIA BEACH, FL . 33W4 PN: 19311399N)D FAR: I9511]91.1]38 WEB: www.Bulldln3draP+.am >m Ll z C, �� O wgeN g o� a m�aLL ms oZ z Z C CL _ O� z � 3 c WF r REMARKS BY DAl Edd M.III-Pl. LDCX & Radius LL 6L 06123 F Y T T "* C� � � A ;• 3De E. oA1R/ rg,tH4id.SR: vB FBPE CEBT.OF AOMOANATION N0. -13 DATE: UZ.U5.14 DWG, 8 CHK. BY: SSM/TJM MSS SCALE: NTS DWG. a: AID 10838A SHEET: OF 8 MIN. EDGE DIST. SEE TABLE SHEET 3 o � ( w No w CONCRETE/ • • MASONRY Z ¢ f w BY OTHERS 1X WOOD BUCK (OPTIONAL( I E> oF� CONCRETE ANCHOR SEE TABLE ON SHEET 3 HEAD (TYPICAL) Q / OUTSWING SHOWN - INSWING SIMILAR 1X WOOD BUCK t, (OPTIONAL( !n N CONCRETE ANCHOR SEE TABLE ON SHEET 3 0.25" MAX, SHIM --}}— CONCRETE/MASONRY BY OTHERS MIN. EMBED. SEE TABLE SHEET 3 JAMB (TYPICAL) q ) OUTSWING SHOWN - INSWING SIMILAR SILICONE CONCRETE ANCHOR SEE TABLE ON SHEET 3 W� Q wN w z_a fw CONCRETE/ MASONRY MIN, BY OTHERS EDGE DIST. SEE TABLE SHEET 3 SILL ^3�OPERABLE INSWING U ENDURA ZAIL4S65F CONCRETE ANCHOR CONCRETE ANCHOR o_ SEE TABLE ON SHEET 3 SEE TABLE ON SHEET 3 _ CONCRETE ANCHOR SEE TABLE ON SHEET 3 19 \� \�� SILICONE o SILICONE IW ww SILICONE w N ° v. aQ a aCONCRETE/ CONCRETE/ f CONCRETE, „I MASONRY w, MASONRY ,,, MASONRY BY OTHERS BY OTHERS BY OTHERS MIN, MIN. MIN. EDGE DIST. EDGE DIST. EDGE DIST, SEE TABLE SHEET 3 SEE TABLE SHEET 3 SEE TABLE SHEET 3 4 OPERABLE SILL 5 SIDELITE SILL OPERABLE SILL C, OUTSWING 9 OUTSWING SHOWN - INSWING SIMILAR 9 HIGH BUMP OUTSWING AFCO 1-2297 AFCO H-497 p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY: Ik BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD_ STE. 330 DANIA PEACH, F13M. PH I—)399>a AA: 19Sf1>4.f>3a wEa: wxw.pulklnadropFsom L Z OLl moo o cc F- w LL a iQ l Q m Z. LQ 3 Z w cc 4 y Ij Wn LD U W Z c 0 r c REMARKS BY DA' 1dd Multl-Pt Lock & Radius LL GL 06/2'. DATE: UZ.Uj,14 DWG. B CHK. BY: 5sm/Timl MSS SCALE: NTS DWG. s: A010838A SHEET: OF 9 BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 INTEGRAL MULL LAMINATED VENEER LUMBER 3 SIDELITE STOP WOOD 4 ENDURA ZAIL456SF THRESHOLD _ 5 AFCO J-2297 THRESHOLD _ 6 (NOT USED) _ 7 AFCO H-497 THRESHOLD _ 8 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 9 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE 10 2X WOOD (S.G. MUST BE 0.55 OR GREATER) WOOD 11 1X WOOD (S.G. MUST BE 0.55 OR GREATER) WOOD 12 #10 WOOD INSTALLATION SCREW W/ 11/2" MIN, EMBEDMENT STEEL 13 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 3 & 5) STEEL 14 1" O.A. IG TEMPERED NON -IMPACT GLASS - 15 KWIKSET LOCK SERIES 400 STEEL 16 KWIKSET DEADBOLT SERIES 780 STEEL 17 HOPPE MULI-POINT HARDWARE HL59000 (SEE SHEET 3 FOR HARDWARE AND FASTENING DETAILS) STEEL 18 (NOT USED) _ 19 PRESSURE TREATED SILL SPACER USED FOR FIXED PANEL WOOD 20 ODL LIPLITE KIT (NI) PLASTIC 21 FLUSH GLAZING LEG FIBERGLASS 22 ASTRAGAL, ENDURA ULTIMATE HURRICANE (SEE SHEET 3 FOR HARDWARE AND FASTENING DETAILS) ALUMINUM 23 ODL LIPLITE KIT (RADIUS LITES) PLASTIC 24 BUTT HINGE (SEE SCHEDULE SHEET 7) STEEL OFRAME HEAD/JAMBS O INTEGRAL MULLION VARIES, SEE BOM AT LEFT LAMINATED VENEER LUMBER L— 4563" 17 HOPPE MULT-POINT LOCK 0 0® b� HANDLE '- HEIGHT + Soq. o l Qo O 0 0 of on F. LT 0.63" —� fO ENDURA ZAIL4565F THRESHOLD O AFCO J-2297 THRESHOLD F fmr^ u OAFCO H-497 THRESHOLD PREPARED BY: , Ik BUILDING DROPS, INC. 11, E. DANIA BEACH 91V0., 1,F.33e DANIASU H,FL33W4 PH: I95 LI-4n iM:195417 .4739 .Ft www.kuOdlRd oof.co Lu � J a os Lu m N o W c C Q.— WLL^ O O2 0 IxQ lzD F{ W Z Lu O Zai c O U (Add Multi -Pt. Lock & R9dIlS LCI GL 106/23/141 AF,EMibNS. Ao9nbN5, NWNIn:H,D1G, D9 D,HFf E4.91 Sro,CkD�ocu �SSS�ES FO IF.. * _ ...* .......... L I I- 5.621, -{ 22 ENDURA ASTRAGAL ALUMINUM �— 0.06" 4�,715' �i� Y/4Jp46pVm-,_r `%- 39e F. D�iil�frAEMa1�.�iEY39e DANIA•G 3 fBPE CE91. OF AU7HRoATIUTIDN ND. 1957t DATE: 02,05.14 DWG. B SSM TJM CHK. BY: MSS SCALE: NTS owG. #: A010838A SHEET: OF10 1 0