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108 Skogen Ct - BR18-002526 - REROOF05/30/2018 01:26AM 4076340400 LISACOOK DECKERDOORS PAGE 75 CITY OF SANFORD BUILDING S FIRE PREVENTION PERMIT APPLICATION Application No: I Documented Construction Value: $2444.58 Job Address: 108 Sko en Ct. Sanford. Florida 32771 Historic Districts Yes No Parcel ID: _ Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: JR-eplace rear door unit ' e or size Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name Jean 'kel Phone: 407-463-2793 Street: 108 Sko en Ct. Resident of property? : City, State Zip: Sanford FL 32771 Name Daniel T. Decker Street: 724 Brooks Court City, State Zip: Winter Springs, FL 32708 Name: Street: Contractor Information Phone: 407-696-0830 Fax: 407-696-7356 State License No.: CBC1250499 Archltect/Enginear Information Phone: 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 YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date ofapplication and the code in effect as of that date: 51 i Edition (2014) Florida Building Code Revised: June 30, 2015 Pemut Appluation 05/30/2018 01:26AM 4076340400 LISACOOK DECKERDOORS PAGE 76 Nam: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the, property of the requirements ofFlorida Lien Law, FS 713 The City of Sanford requires payment of a plan review fce at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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. Signal= ofOwner/Agent Date Print Owner/Agent'sName Signature ofNotary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Daniel T. Decker Pn Contractor/Agent's Name ELIIABETH COOK W COMMISSION # GG IBM Signature tfNotary -State ofFlonda ,Vale EXPIRES: January 10, 2021 Bonded ttw Notary Pubk Wdawtft m Contractor/Agent is /eersonlyKnontwo Meor Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: COMMENTS: WASTE WATER: ENGINEERING: FIRE: BUILDING: 3E e -ig -t% Revised. June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RPAP %Q . 7 4C 7 i RliU.b.IDwG— Min max Inspection IIDescri lion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls' Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Sidinjg 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 Family Residence Final Building Other Address: ELEG'T e&F, PE.RMT Min max Inspection Description 1. Electric Underground looter / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ECEf. mFCAL ?J9k 1r* Min Max Inspection IIDescri tion Mechanical Rough Mechanical Final Cis ection IIDescri tionOttGasUnderground Gas Rough Gas Final REVISED: June 2014 LIMITED POWER OF ATTORNEY I hereby name and appoint: r `U-M a 7 P - C"o (Print Name of Appointee) Decker Doors, Inc. Company Name of Appointee) to be my lawful attorney -in -fact to act for me in applying to S " l Vt' d 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: State of Florida County of Orange Ios Sko Signed: 753 Section q Township 3 O Range 04 Subdivision Block I D Lot Gf Project Address) Owner of Property) Owner of Address) certified contractor signature) Date: 5--.1l / g Certified Contractor: Daniel T. Decker printed name) Contractor License #: CBC 1250499 Sworn to and subscribed before me this 21 day of May by Daniel T. Decker (name of person knowledged) who is per ovally known to me. ELIZABETHCWK (Notary Public) Elizabeth &4k W COMMISSM 0 OG 189555 10,202t Commission expires: January 10, 2021EXPIfiES'Janusry hers Commission Number: GG 189555 BW'W PubkU Orange County FORM power of attomey/042501/dv 05/30/2018 01:26AM 4076340400 LISACOOK DECKERDOORS PAGE 77rc¢Irwlvtsl try(•dt$1 Z011r 133: 22PM 4076340400 LISACOOK DECKER DOORS20,18-05-28 15:24 Home Depot 0264 COS 4073331117 >> 4076340400 P 1/1 Page 11 of 17 N0. H0264-80622 Home Improvement Agreement PLEASE READ THIS Important additional Inlormatlon regarding Customer's rights may be contained in an attached $fate 13uppdoment. COPD; This 'Agreement' consists of this page, the following General Terms and Conditions, the Invoice, the gtatoSupplementifapplicable, and any drdwings or Change Orders expreSSly made a pan of this Agreement. The Agreement isbetweentheCustomeridentifiedantheInvoiceandTheHomeDepoLAnyInstallationservicesprovidedunderthisAgreementShallbeperformedbyalicensedandinsuredthirdpartyAuthorizedServiceProvider. The Home Depot does notPerformarchitecturalorengineeringservices, nor does it make structural changes to dwellings or other structures. The HomeDepotandItsAuthorizedServiceProviderWWIIPerforminstallationservicesinaccordancewithapplicablelaw. Payment schedule: Payment is required Immediately as follows: Payment; S--Pdno -5E Due In MI Immediately. Sales Tax: f_ n If applic". Total Amount of Sale: E---2444.58 Includes all appilcoW discounts, rebates, andtaxee. Excludes finance charges.` Any inlerW RM611t6 or other finenoe charges win be determined by Cmrstomorc separate cardholder or loan agreement, to which -rheHomeDepotISNOTaparty, and will be In addition to Customers payment under this Agreement. Customer is subject to the terms andconditionsofthecardholderorloanagreement, eo applicable. No funds abould be made payable to Authorized ServiGo provider; Servicehowever, Authorized Service Provider may coltect Customers payments) made payable to The Home Depot M9100ed Delivery I Instatt on Sehcdule Accentan and Aut : Customer authorizes The Home Depot to order and arrange for the delivery of all goodsandservicesincludedontheInvoice. Customer further agrees and understands that this Agreement IS the entireagreementbetweenCustomerandTheHomeDepotwithregardtosoldgoodsandseivioesandsupersedesallpriordiscussionsandagreements, either oral or written relating to said goods and services. This Agreement can not beassignedoramendedexceptbyawritingsignedbyCustomerandTheHomeDepot. Customer acknowledges and agreesthatCustomerhasread. understands, voluntarily accepts the terms of and is entitled to and has recelved a complete copyofthisAgreementatthetimeCustomersignstheAgreement. Installation Professional's license number end penlMittinginformationmayneedtobeprovidedlaterandassuchthisinformationmaybeoiniltedatthetimethisAgreementissigned. Electronic slanaturt; The parties to the Agreement agree that the digital Signatures of the parties included In thisAgreementareintendedtoauthenticatethiswritingandtohavetheSomeforceandeffectastheuseofmanualsignatures. Customer acknowledges that he or she Is the person named on The Home Depot contract number identified on the point ofsaledevice, CANCELLATION: CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR013LIGATIONBYDELIVERINGWRITTENNOTICETOTHEHOMEDEPOTBYMIDNIGHTONTHETHIRDBUSINESSDAYAFTERSIGNINGTHISAGREEMENT. THE STATE SUPPLEMENTATTACHEDHERETOCONTAINSAFORMTOUSEIFONEISSPECIFICALLYPRESCRIBEDBYLAWINCUSTOMER'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. AGA" by. w . Authorized SaMee P ovlder'6 Fun sus4mstrrade N mo, Address w dVovnseNo. or NOW., e0 oppkaable: LioenesNo(s). Aulhofted aor%iw Provider's Tel. No, 05/28J2018 Asaerfate'elAutrrorized 9ervke Provl * Fun Sipnatum Date •• .—_ Maooioto; Please print your cale6personb ranee number, ItWc3ble, H" Oepot U.S.A. Mr., 2455 Paces F." Road. N.W., egrg 9.3. Mante, Georgia 3W39 3MIt Page 11 of 17 N0. H0264_80622 Customer Copy 05/30/2018 01:26AM 4076340400 LISACOOK DECKERDOORS PAGE 80 7-I L 3 Parcel Information S4R 1#Y Record Card_ Parcel: 33-19-30-504-0000.0150 , Property Address: 108 SKOGEN CT SANFORD, FL 32771=3665 Parcel 33-19-30-504.0000-0160 Owner(s) MIKELS. JEAN G Property Address 108 SKOGEN CT SANFORD, FL 32771-3665 Mailing 108 SKOGEN CT SANFORD, FL 32771-3665 Subdivision Name UEEL&tQ PA Tax District S15ANFORD DOR Use Code 01SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) srr.vD k .. i .: .': :'40 ": 140.42 Seminole County GIS Value Summary 2018 Worldng Values 2017 Certified Values Valuation Method CosvMarket Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 132.344 123,561 Depreciated EM Value 6,140 6,179 Land Value (Market) 40,800 33,300 Land Value Ag rket Value 179,284 163,030 Portability Adj Save Our Homes Adj 358,017 44,257 Amendment 1 Atlj 0 P&G Adj 0 So Assessed Value 121,267 5118,773 Tex Amount without SOH: $0.00 2017 Tax B41 Amount $0.00 Tax Estimator Save Our Homes Savings: $0,00 Doee NOT INCLUDE Non Ad Valorem Assessments Legal Deseriplion LOT 15 UPPLAND PARK P85PG20 8 SEC 33 TWP 19S RGE 30E BEG 141.16 FT S OF NW COR LOT 6 UPPLAND PARK RUN S 157 FT W 174.65 FT N 157 FT E TO BEG Taxes Taxing Authority Assessment Value Exempt Values County General Fund S121,267 Schools S121,267 City Sardord 121,267 SJWM(Saint Johns Water Management) 121,267 County Bonds 121,267 Sales Description p 121,267 121.267 121,267 121,267 121.267 ate Book Page Amount Qualiffed WARRANTY DEED 111H976 j)1D92 %28.900 1 Yee Find tyWntatr4i0b 8alea Land Method Frontage Depth units Units Price ACREAGE 0.00 0.00 0.63 $10.000.00 LOT 0.00 0,001 11 $34,500.00 Building Information Taxable value D 0 SO 0 0 VerJlmp Improved Land Value 6,300 S3d,500 4 1 Descripton Year Built I Fixtures I Bad I Bath I Base Area I Total SF Living $F I Ext Wall I Adj Value I Repl Value I Appendages RECORD COPY LM REVIEWED FOR CODE Em A PERMIT ISSUED SI4ALL LICENSE TO PROCEED WIT AUTHORITY TO VIOLATE, ASIDE ANY OF THE PROVI', CODES, THE BUILDING OFFICU REQUIRING A CORRECTI( CONSTRUCTION OR VIC LLD V6 SANFOR paRr= 1 8 - 2 5 2 6 CONSTRUED TO BE A THE WORK AND NOT AS 4NCEL, ALTER OR SET INS OF THE TECHNICAL f OF A PERMIT PREVENT FROM THEREAFTER OF ERRORS IN PLANS. 1TIONS OF THIS CODE t 2/13/2018 Florida Building Code Online BCis Home I Log In I User Registration I Hot Topics I Submit Surcharge I state a Facts I Publications I FBC Staff I SCIS Site Map I Links I Search Product' I FI rida r ProductApproval I USER: Public User i i 5MC1 Product AQU2Ml Menu > Product or ARaMdUon Search > 820callon List > Application Detail FL # FL13541-R14 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 73 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 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5olA°/a3da/o3d 1/3 2/13/2018 Florida Building Code Online Date Submitted 02/01/2018 Date Validated 02/02/2018 Date Pending FBC Approval Date Approved 02/07/2018 Summary of Products FL # Model, Number or Name Description 13541.1 A. Design Pro / Smooth Pro / Studio Single (X) Opaque Fiberglass Door, Y-0" x 6'-8" and Y-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541_Bl4_C_CAC_NI011906.01-R7.pdj Approved for use outside HVHZ: Yes FL13541_&j6_C_CAC_ NI011906-R6.p0.[ Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541_R14 A010831A SS 2014-09-26.pff Venfied By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R1g_0&E_PER2742 SS 2014-09-26.odf Created by Independent Third Party: Yes 13541.2 B. Design Pro / Smooth Pro Single (X) Glazed Fiberglass Door, 3'-0" x 6'-8" and Y-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL135.41_BL4_C_C9C_NI011921.01-R6.gdf Approved for use outside HVHZ: Yes FL13541_B34_C_Q6C_NI011921-R7.Pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541_BU_(]_A010832A SS 2014-09-26.p f Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_914-AE_PER2743 SS 2014-09-26.Wff Created by Independent Third Party: Yes 13541.3 C. Design Pro / Smooth Pro / Studio Double (XX) Opaque Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL13541_ao_C_CBC_NI011907.01-R6.odf Approved for use outside HVHZ: Yes FL13541_1114 C_C99_NI011907-R6.PAf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541_glg_ A010833A SS 2014-09-26-W Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_gl4_6E_PER2744 SS 2014-09-26.odf Created by -Independent Third Party: Yes 13541.4 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 Certification Agency Certificate Approved for use in HVHZ: No FL 41__C_CAC_NI011908.01-R7.pf Approved for use outside HVHZ: Yes FL13541_gj4_C_Q6L_NI011908-R7.Qf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541_R14 (j_A010834A SS 2014-09-26.gd Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_Kj4_6EPER2745 SS 2014-09-26.pd Created by Independent Third Party: Yes 13541.5 E. Design Pro / Smooth Pro / Studio Single with side lite(s) (X,O/ O,X/ O,X,O) Opaque Fiberglass Fiberglass Door, 9'-0" x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F 41_Fil4_C_C6K;_NI011910.01-R7.odf Approved for use outside HVHZ: Yes FL13541_g14_C_C6.C_NI011910-R7.p0[ Impact Resistant: No Quality Assurance Contract Expiration Date 03/30/2026 https://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgmVFSXzhA5olA%3d%3d 2/3 211372018 Florida Building Code Online Design Pressure: N/A Installation Instructions Other: FL13541_B14_11 A010835A SS 2014-09-26.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_RR4_M_PER2746 SS 2014-09-26.pdf Created by Independent Third Party: Yes 13541.6 F. Design Pro / Smooth Pro 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541_g19_C_QA.C_NI011923.01-R7.Wff Approved for use outside HVHZ: Yes FL13541_&U_(;_Q6.C_NI011923-R7.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL 13541_R I4_U_13541.6, 2dt Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_6f_PER2747 SS 2014-09-26.pAf Created by Independent Third Party: Yes 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_glg_(;_C.6g;_NI011911.01-R7.pdf Approved for use outside HVHZ: Yes FL13541_glg_C_C6.C_NI011911-R7.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL13541_Rj_4_U_A010837A SS 2014-09-26.gd Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_B14_6g_PER2748 SS 2014-09-26.12dj Created by Independent Third Party: Yes 13541.8 H. Design Pro / Smooth Pro Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Glazed 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_g14_rw_CAC_ NI011912.01-R7.Ddf Approved for use outside HVHZ: Yes FL13541_gb4_C_CAC N1011912-R7,pd Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions FL13541_RBj4_U A010838A SS 2014-09-26.Ddf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_B14_6E_PER2749 SS 2014-09-26,12d Created by Independent Third Party: Yes Bock Neat Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coqy_ngb 2007-2013 State of Florida.:: Pnvacv 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 dick here . Product Approval Accepts: Credit Card. Safe, . https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5°/a2bzBiYgmVFSXzhA5olA%3d°/a3d 3/3 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011908-R7 03/19/2014 Structural JELD-WEN 1822-1 02/01/2018 To verify that the "Notice ofProduct 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 NAM] if an e 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 Full Lite Klamath Falls, OR 97601 In -Swing or Out -Swing Side -Hinged Doors Configuration: XX Glazing: Insulating Glass (Tempered) ISFrame: W-1879mm(74.00") H-2081mm(81.93") OS Frame: W-1879mm(74.00") 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: XX AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-OIMCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013- 251 / SJW2013-252/SJW2013-253/NCTL-210-3925-03/SJW2014-032/NCTL-210-3930- 01 / NCTL-210-3930-02/SJ W 2014-069/SJ W 2014-079/W - 1662/W-1699/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: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011908.01-R7 03/19/2014 Structural JELD-WEN 1822-1 02/01 /2018 To verify that the "Notice ofProduct Certification" is valid, please visit www.NAMICertification.corn 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 Full Lite Klamath Falls, OR 97601 In -Swing or Out -Swing Side -Hinged Doors Configuration: XX Glazing: Insulating Glass (Tempered) IS Frame: W-1879mm(74.00") H-2487mm(97.93") OS Frame: W-1879mm(74.00") H-2466mm(97.12") Panel: W-908mm(35.75") H-2419mm(95.25") DLO: W-606mm(23.87") H- I 587mm(78.87") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Qualifies Configurations: XX AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013- 251 /SJW 2013-252/SJW 2013-253/NCTL-210-3925-03/SJW 2014-032/NCTL-210-3930- O 1 /NCTL-210-3930-02/SJW 2014-069/SJ W 2014-079/W-1662/W-1699/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. BUILDING DROPS Suite338 A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation 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 Report No. 2745 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 in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 6 -O"X 6'-8" (Nominal) C-0" X 8'-0" (Nominal) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 r • ' ; 'o 7 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 0,r'••, Date: 09/22/2014 Contents: ,DNi1 `` 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: 2014.09.2615:22:43-04'00' BUILDING DROPS 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) 6'-0" X 6'-8" (Nominal) 6'-0" X 8'-0" (Nominal) Date: 09/22/2014 Report No: 2745 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 A010834A, 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), 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 A010834A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010834A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 09/22/2014 Report No: 2745 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 # QUA3789). Performance Standards: The product described herein has been tested per: ASTM E283-04 ASTM E330-02 AAMA 1304-02 TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories FBC Organization # TST1589) Report # Report Date: NCTL-210-3918-01 10/04/13 NCTL-210-3924-02 12/18/13 SJW2013-234 12/09/13 SJW2013-235 11/26/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3925-03 02/07/14 SJW2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJW2014-069 07/07/14 SJW2014-079 07/07/14 2. Quality Assurance Entity National Accreditation & Management Institute FBC Organization # QUA1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\ BUILDING DROPS A Perfect Solution in Every Drop16CertificateofAuthorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Date: 09/22/2014 Report No: 2745 Through Frame Installation: 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. B. 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 %" 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 %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010834A) for anchor spacing and more details of the installation requirements. Design Pressure: MAX. OVERALL DESIGN PRESSURE (PSF) NOMINAL SIZE MISSILE CONFIGURATION IMPACTINSWINGOUTSWING WIDTH HEIGHT RATING POS. NEG. POS. NEG. XX 6'-0" 6'-8" 50" 50 50' S0 NON -IMPACT XX RADIUS 6'-0" 6'-8" 50s 50 50' 50 NON -IMPACT XX 6`-0" 8'-0" 50* 50 1 50" 1 50 1 NON -IMPACT Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 JELRWEN DESIGN PRO/SMOOTH PRO FULL LITE NON —IMPACT FOR U5E OUT51DE 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 (180, INTERNATIONAL RESIDENTIAL CODE (IRC)• AND FLORIDA BUILDING CODE FBC), EXCLUDING HVHZAND 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 ZX 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 6 FOR GLAZING DETAILS. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS, DECORATIVE, AND EXTERNAL AND INTERNAL WROUGHT IRON. RADIUS (SHAPED( UTES ARE QUALIFIED FOR 6'-8- DOORS AT OP -1.50 PSF ONLY 7. NOTE: AFCO M-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.0 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 a ON LENGTH a ON HEIGHT IS2 1.0 TABLE OFCONTENTS SHEET REVISION SHEET DESCRIPTION 1 B TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 A OPTIONAL ZX BUCK ANCHORING DETAILS 4 A VERTICAL ASSEMBLIES S A HORIZONTAL ASSEMBLIES 6 A GLAZING DETAILS 7 A WOOD SUBSTRATES 8 A CONCRETE SUBSTRATES 9 A COMPONENTS S BILL OF MATERIALS al F 1 S 6F Fls y l7 4 1W 1T f W Q4 ACTIVE 3 INACTIVE 0 S TYP. ELEVATION 1 Pi'OdRa eeM 74' MAX. O.A. WIDTHI s 01 OQ 00W00 i6a 1f QQZ a ^ iA ACTIVE 6 INACTIVE gW 3 Zt3a 6 6 O _ N T K TYP. ELEVATION 2 WW otea Doran NOTE: INA IVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE. MAX. OVERALL DESIGN PRESSURE (PSF) NOMINAL SIZE MISSILE CONFIGURATION IMPACTINSWINGOUTSWING WIDTH HEIGHT RATING POS NEG. POS, NEG XX 6'-0' 6'4 SO* SO SO- 50 NON -IMPACT XX RADIUS 6'-0' 6'.8' SO- SO SO- SO NOWIMPACT XX 6'-0- r0- SO- SO SO- SO 1 NON -IMPACT SEE GENERAL NOTE 7, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. PREPARED RY: l BUILDING DROPS, INC. Mco at c. aro. sa in o. na 41Aca a ls 1YA HSI Ys 11Y11YnnWla. wrkWYeb4e On W a y ZN Z VJgO OCL W— cur-, O Z 02 W 3 2 QG Z z'. JlcZWaWL7JJQW. OU . a W- Cri= O- REMARKS BY DATE Add MJM1 dm lock OL 17714 dd ATATm44 SYnd rd SM 37n nwan o Wmo4eanaw asn Iglta0y signed by HennesF. Homo, RE eason. I am apinoving this document ate: 201409 26 1455•17 -04'W DATE: 02.05. 14 SCALE- NTS owG. R: AID 10834A 11 INSTALLATION NOTES, I ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 2 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOADBEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE A NON -COMPRESSIBLE COMPOSITE OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WAIL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BEMADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'SINSTALLATION INSTRUCTIONS. S. 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 iX BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ONSUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES' A. WOOD . MINIMUM SPECIFIC GRAVITY OF 0 SS. B CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 300D PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C•90WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ANDGROUT CONFORMS TO ASTM C476, 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 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMSEOMENTS, AND SHIM SPACING. 9 OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE G'8' DOORS 8'0' DOORS AN TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN. EDGE DISTANCE O.C. OF ANCHORS AT MAX' D.C. ROF ANCHORS AT SPACING AT HEAO/SPACING AT HEADTERSJAMBSCLUSTERSCWSTERSIAMBSCLUSTERS WOOD SCREW PLO 2XWOODBUCK OR FRAMING V2 3/4" 17.1/2• 4 17.1/4• 4 ITW TAPCON 3/16" CONCRETE/CMU 1.1/4• 2.1/2, 17•1/2' 4 17.1/4• 4 ELCOULTMCON 1/4• CONCRETE/CMU 1.3/6'•CONC. 1.1/4- - CMU 1' l7•V2• 4 17.1/4• 4 ITW TAPCON 3/16" CONCREWCMV 1.111' 1• 11•S/6• B 14.3/5' 6 W/STD. PREPARED BY. BUILDING DROPS, INC. F4 TO.w PTaa aw, st{, 114 ttwu 4uoL n ltmt 1•srUn P.n w Ns.ntt ali ut4 SEE TABLE FOR QTY. 74• MAX O.A WIDT w c 1 L/2' TYP. w ~ N i s3' TYP. 3" TYP. p Z Qv p Q < 3F3I G2 G2 O Z Q cC z L TY h2 0e a z; Nx a Oato 13 z 9 i a a W3aaa NO O ? N El N REMARKS BY D 4m u4LP•IntIRA Gl I Z I\ I 2. 412 x 3'PFN B2 SCREW C2 STRIKE PLATE E2 HOPPE 41955OW 3.48 x3' iN F2 NOR: SCREW 1- STRIKE PLATE INSERT PLUG HOPPE 420""S INTO BEDOF SILICONE oAo• DETAIL F2 DETAIL C2 1 1 TYP ASTMWL/ TYP. ASTMGAL MULTI -POINT INSERT PLUG WITH 1f If STRIKE LOCATION e2 1- 817T70H SHOOT 2. 49 x 2 1/Y PFH MULTI -POINT OfFI INSERT PLUG BOLT INSERT PLW IINSWINGONLY( CEMENT PLATE (RR IN SILICONE l (INSSTURRIWING ONLY) DETAIL 1•ASTRAdLOMy 49%2U2 PRI PFH SOLEYYS UNDER RQNPORCEHENf PLATE) ASTRAGALONLY STRIKE STRIKE PLATE TMACIMI NINSWING SILL SECTION VIEW HAROW1T /610UTSWING SILL SECTION VIEW A2 3' TYP.A2 D2 3• TYP. 02 TYP. ANCHOR LAYOUT Fr" Va000.rc. NOTE: INACTIVE AND ACTIVE DOOR PANEL ORIENTATION ISINTERCHANGEABLE. 1. TOP ASTRAGAL 1• STRIKE PLATE STRIKEPLATEHOPPE419650402. 00x 3'PFH SCREWS DETAIL 12 DETAIL H2 TYP. TOP ASTRAGAL/ TYP. TOP ASTRAGAL MULTI -POINT STRIKE ONLY STRIKE PLATE H2 LOCATION LOCATION 12 2. 49 K 2V2' IFN SCREWS HEAD SECTION VIEW 0sn. o su0. 00nawa arw F O •" 7 o T 3a nit 4wtPPL404.\R lY o. w r.cnn!!mr wa. r.a.mm.4.no..o 7/VF DATE: 02.05.14 DWG. Y: CHK. Y: GLITJM I SS MSS SCALE: NTS G. R A010834A SHEET: OF9 pi 7lNi+.1 l 1 OPERABLE HEAD 4 OUTSWING SHOWN - INSWING SIMILAR 8 IMFRKM ./ EXTERIOR S q OPERABLE SILL q OUTSWING AFCO /-ZZ97 3 OPERABLE SILL q INSWING ENOURA ZAIL4565F 8 7 INTERIOR EXTERIORd4o 7 OPERABLE SILL q OUTSWING OPTIONAL AFCO Nd97 PREPARED BY BUILDING DROPS, INC. lw L0—YAM aw-,n IN Dolt YAM. of J M MAD" MN lµpYpY YN Wf w Y RAMMOT JJ H 6 NO YOIu V d m O 2 Lu OZ J R s C e o W> W ti REMARKS BY OA AM MWIHgm IUA pO............ Im." s.una.w "Inn DATE: 02.05.14 SCALE.r SI. YM•SSCHSTS 10834A SHEET: OF9 FA ou EXI MA 1 MEETING STILE S OUTSWING SHOWN - INSWING SIMILAR HINGE SCHEOULE DOOR HEIGHT QUANTITY 6'-8• 3 8'-0• q HINGE DETAIL AT IAMB: PLACE 09 K 2.1/2• PFH SCREW NEI(T TO WEATHERSTRIP 11 09K 2.1/2• PHILLIPS FLATHEAD WOOD SCREW r 3. 89 K 3/4• PHILLIPSFLATHEADWOODSCREW EKTENOIT q- 49 PHILLIPS FLATHEAD WOOD SCREW Lq USE 3/4• LENGTH FOR 6'-8- DOORS USE 1• LENGTH FOR W-W DOORS 3 HINGE JAMB 5 OUTSWINGSHOWN - INSWING SIMILAR 3- 03K 2'PFH I - MULTI -PT LOCK STRIKE PLATE DETAIL AS HOPPE MULTI -PT LOCK FASTENING PREPARED NY. BUILDING DROPS, INC. HALO E(ACMYw.trLt1A W— IUDtRJl M HSIUPI MRI oY. Hy1PY r>L WEI Is 1- J1 AM md"_11OCE I Gt IWIZ/HI i q - NB X 1 3/8' PFH S F. 0 I I • REINFORCEMENT PLATE ` Q• HOPPENZ512296'QO ' 7 _..* v. TT Q' pe.......... P .cAk aPt. WwR1iiOLYlt 1 WIY fL10 R 110lr r YaYra NWsmrmna 4 HOPPE MULTI -POINT LOCK 13 - N8 X 1 3/8• PFH 5 TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLYGATE: 02.05.14 6. 8UNITS) 15 - NB K 1 3/8- PFH OWG. Y• G J M CHK. Y: SS M 8- 0UNITS) COMES WITH HARDWARE SCALE: NTS owG. N: A010834A SHEET: 0 5 PREPAREOGY. 1• MAX. BUILDING DROPS, INC. I"MAX. 3/1' AIRSPACE I"MAX. HHI1 3/1' AIRSPACE INURIOR 3/4' AIRSPACE I' MAR. 1 I 3/4-pM/ a• AIRSPACE M Le K.a aw.IM M 0—moLll lRO I 4Mn ru Nl" nY 6 11-II IX 6 6 I 6INTFI110RINIERKMRTffIUORILLJIXI I/8'TEMPEREDGLASS Z o 1/8-TEMPERED GLASS m N 1/8' TEMPERED GLASS t 1/8- TEMPERED GLASS IV', c y SILICONE BUTYL o y SILICONE SILICONE q y SILICONE o '• D(TER01 ORRKIR EXTERIOR 7 BUTYL D(IERKIR N x F.0 Q nS:aLLIB1819200w 2 O RE01•SEAL RE01•SEAL RE01•SEAL O 2 L 1 6'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL 3 FLUSH GLAZE DETAIL q GLAZING DETAIL v N z; 6 201/2- MAX. D.L.O. WIDTH 6 201/2- MAIL D.LO. WIDTH 6 23 7/B- MAX. O.L.O. WIDTH 6 FOR OVAL, SUNBURST, AND ROUND TOPS N621/Z- MAX. D.LO. HEIGHT 781/2- MAX. D.L.O. HEIGHT 78 7/8- MAX. D.LO. HEIGHT ONLY IN 6'8- UNITS AT OP+/• SO PSF ylO e t REMARKS 8Y OA' AM Mmweml Lott GL I NOTE: FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS, DECORATIVE, EXTERNAL ANDINTERNAL WROUGHT IRON AND RADIUS (SHAPED) LITESARE APPROVED IN ALL GLAZING DETAILS SHOWN ABOVE. wnWN M11Il-00M4rtp nl d•neVLR 4 l4.OVL m10-LMGMIG-nLUI OI.[- Y.rrl S F. OZ 7 _ ..*. v T T D: ma cawnq wm-re Inn DATE: UZ.U5.14 OWG. Y: CHS MKY: G JM SSS SCALE: NTS DwG. R: A010834A SHEET, OF9 6 MIN. EDGE 067. SEE TABLE SHEET 2 CWm 2x WOOD BUCKWWm f ef=n a> WOOD ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED Zx WOOD BUCK rnM WOOD ANCHOR SEE TABLE ON SHEET 2 CD o zs• MAK SHIM MIN. EMBED. SEE TABLE SHEET 2 JAMB (TYPICAL) J OUTSWINGSHOWN - INSWING SIMILAR WOOD ANCHOR SEE TABLE ON SHEET 2 MIN. EDGE GIST SEE TABLE SNEET 2 OPERABLE SILL 7 INSWING ENOURA ZAIL4S6SF r WOOOANCHOR SEETABLEONSHEET2 t:''•: SILICONE SILICONE O O 2x WOOD BUCK W. W m m H 1.OD BUCK N MIN MIN. EDGE 061. EDGE DIST SEE TABLE SHEET 2 SEE TABLE SHEET 2 4 OPERABLE SILL 7 OPERABLE SILL 7 OUTSWING ' HIGH BUMP OUTSWING AFCO 1.2297 AFCO H-497 PREPARED BY: BUILDING DROPS, INC. mI a vlA nvo.$ft in G GNCKRINN M• IrNlm Nn M. IH111Y fly WEE'- YiYA4aw. J Z OOd F EET 2 Z C Q OZ 2 o O O fW tx WOOD BUCK t I Ada Mult ra Lack I GL PUIT/141 LLrWr41l F. O 7 t . Tj4T ranter d.unowAm+o mnDATE: 02.05.14 DWG. Y• CHK. Y• GL JM SS MSS SCALE- NTS DWG. a• A010834A SHEET: OF 9 7 PREPARED BY: BUILDING DROPS, INC. mC.c—t aw.m.w IYnu IOCK u 3D01 M.""Mn su:NLPu ttg r(E.wn J a IL Z O f, p~ O7[ Ylit o s MIN. 1X WOOD BUCKQ EDGE GIST. SEE TABLE SHEET 2 N OPTIONAL) SILICONE CONCRETE ANCHOR b N Y z o N SEE TABLE ON SHEET 2 2 Z WCONCRETE ANCHOR 0 2 W jQ a. SEE TABLE ON SHEET 2 a W7 W W CONCRETE/ WI W« 2 h Z i MASONRY n % C o iW O C1sBYOTHERSED s 1X WOODBUCK OPTIONAL) 0. 25 T , MIN. ti o i N MAX. CONCRETE/ EDGE GIST. REMARKS BY OAT CONCRETEANCHORSHIMMASONRYSEETABLESHEET2BYOTHERSAdd MNd+alnt Ina CA CIVIL SEETABLEONSHEET2CONCRETE/MASONRY BY OTHERS MIN. EMBED. SEE TABLE SHEET 2 1 HEAD (TYPICAL) JAMB (TYPICAL) n OPERABLE SILL 8 OUTSWINGSHOWN- INSWINGSIMIUR 8 OUTSWINGSHOWN - INSWING SIMILAR 8 INSWING notn.urel uawoouCmrrnraa.0 wlnovl wmtr tpnCn w tuulla tlq.: unutlow mlon. wncn..Eaen<I ENOURA ZAIL4565F TE ANCHOR Iu.rm moatmnwlnsr e F. i C) LEONSHEET2CONCRETEANCHOR SEE TABLE ON SHEET 2 SILICONE v W s ' SILICONE v • e Noa4HSIE"T N o o 3; ' o4E W CONCRETE/ f u~Wi CONCRETE/ i O,n P' Qj VNMASONRY ,,. MASONRY F .. ,.....• i BY OTHERSBYOTHERSC MIN MIN. aftWnYM4NIS e EDGE GIST EDGE GIST Iw Cur a•v,Io+wm..n inn SEE TABLE SHEET 2 SEE TABLE SHEET 2 4 OPERABLE SILL 7 OPERABLE SILL DATE: 02. 05.14 OUTSWING $ HIGHSUMPOUTSWINGAFCO2d297 AFCOHd97 OWG. BY. CHK. Y. G JM I SS MSS SCALE: NTS OWG. R: AO 10834A OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9 SECTION OF HEAD OR IAMB AS LONGAS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8 BILL OF MATERIALS ITEMS! DESCRIPTION MATERIAL I FRAME HEAD/IAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 ASTRAGAL, ENOURA ULTIMATE HURRICANE SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) 6063-T6 ALUMINUM 3 NOT USED/ 4 ENDURA ZAIL4565F THRESHOLD S AFCO 1.2297 THRESHOLD 6 1' 0 A. IG TEMPERED NON -IMPACT GLASS 7 AFCO H-497 THRESHOLD D WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 9 NON -COMPRESSION SHIM 40.25- MAX. THK.) COMPOSITE 10 2X WOOD (S.G. MUST BE 0.55 OR GREATER) WOOD I 1X WOOD (S.G MUST BE 055 OR GREATER) WOOD 17 10WOOD INSTALLATION SCREW W/ 1 1/2' MIN EMBEDMENT STEEL 13 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3) STEEL 14 BUTT HINGE (SEE SCHEDULE SHEET S) IS KWIKSET LOCK SERIES 400 STEEL 16 KWIKSET DEADBOLT SERIES 760 STEEL 17 HOPPE MULI-POINT HARDWARE HL59000 SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL ID OOL LIPUTE KIT (NI) PLASTIC 19 FLUSH GLAZING LEG FIBERGLASS 20 OOL LIPUTE KIT (RADIUS UTES) PLASTIC OFRAME HEAD/JAMBS VARIES, SEE BOM ABOVE 4 S63' OENDURA ASTRAGAL2ALUMINUM PREPARED BY 17 HOPPE MULT-POINT LOCK 6 BUILDING DROPS, INC. MLpw fto.sn m O M ns.uaan cr su. Ufglwnl RI w. a1e J ' r NLu .° C o t1 O ZOQ Webo HANDLE N Z a ie § HEIGHTW it ®00 O Z .e e Q 0 Glo IL O 9 0 O REMARKS BY DAT2-jQQ Add MYh4Ialni Inct Gl 12 La o 0 io 0 8 .twuuwsla.mao.walpw 1111py1MpnIYO)tlIMP MIIPipOn W 41 W Ib6.00101 xfiNixn4 p 01.{I YMOIp W..6 II O. H.rnp) F. O • i F-1 7 TT// ia: el Fes• .... .c, _. OENDURA ZAIL4565F THRESHOLD O AFCO 1-2297 THRESHOLD no mC:3 4.56' -1 OAFCO H-497 THRESHOLD 162' I tf1 o+a/eBM{M141spwNnlmTm. pYnW.R 10.01fin DATE. 02.05.14 . OWG. Y: CHK. Y. GL JM SS MSS SCALE: NTS owG. a: A010834A SHEET. OFB 9