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WS-18-395Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 yF' ` Phone: (305)795-2204 xoxivA Permit No. WS-2-18-395 Permit Type: Windows/Shutters r'tork classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 2/15/2018 1 Expiration: 08/14/2018 Protect Address Parcel Number Applicant 374 NE 104 Street 1121360130170 MARIE MYRTHA WROY Miami Shores, FL 33138-2018 Block: Lot: Owner Information Address Pnone �e MARIE MYRTHA WROY 374 NE 104 Street MIAMI SHORES FL 33138-2018 Contractor(s) Phone Cell Phone HOME OWNER ,e of Work: 3 DOORS & 2 WINDOWS REPLACEMENT. 2 of Openings: 5 iitional Info: ssification: Residential inning: 3 Fees Due Amount CCF $1.80 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $173.05 Valuation: $ 3,000.00 Total Scl Feet: 0 Pay Date Pay Type Amt Paid Amt Due I Invoice # WS-2-18-66462 02/15/2018 Credit Card $ 173.05 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFJDAYL I certify that all the f nd that all work will be done in compliance with all applicable laws regulating the ab a -named contractor to do 15, 2018 / Contractor / Agent Building Department Copy February 15, 2018 1 BUILDING PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 PtECEWED F B 16 2018 BY• A[Ln INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC201 q //-- Master Permit No.� Sub Permit No. WCSI C-31 39 ROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Occupancy Type Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#:v [96 12 Address: l ell City: 7 State: Zip: Tenant/Lessee Name: &L2 /191- Phone#: Email: CONTRACTOR: Company Name: �c��/� Phone#: Address: Load City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addi ' ❑ Alterati n Ne Re air Re lace Demolition -w' _ / /%in w _ .'7- _ /_ Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $_ DBPR $ CO/CC $ Notary $ q) Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip o 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of 20 by cl., U f W t F)sf ho is personally known to me or ho has produced I LCqc(fLL_ as identification and who did take an oath. NOTARY PUBLIC: Print: MAHARAIK.GONZALEZ The foregoing instrument was acknowledged before me this day of 20, by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: rP EXPIRES: November 2, 2020 Seal Bon Seal: $p. no,. ded Thru Notary Public Underwriters il as **s****r*sss*****s*s*ssss**sass*sss::sPlan APPROVED BY `J s Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NAME: ADDRESS Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial— Q,(QW 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence Or -a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or.substantially improved myself is sold or leased within 1 yearafter the conSt'ruction is complete, the law will presume that I built or substantially improved it for sale or lease, whit violates the exemption. Initial t 5. I uhde'rstand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons worki g on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by c y or municipal ordinance. Initial I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial M 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial—� 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial_ L Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of f:�t _, 20 1 By who was personally known to me or who has Produced identification O NOTARY o � Zgi e Z y LPaZ0 W0 GN G)�" c C r o N a Y I • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: l Zo�B Qualifier/Owner Signatu e Date Print Name mcram BaS Home Log In I User Registration I Hot Tbplcs Submit Surcharge, stats &Fads Publications Far, staff BQS Site Map I Links Search Florida Product Approval r . ® USER: Publlc User (5j _ - / Product Aooroval Menu > Produit or Aoolleatlon search > Acolicatlon List > Application Detel) • 1 I FL # FL14569-R7. Application Type Revision Code Version 2014 Application Status Approved *see • • • • *Approved by DBPR. Approvals by DBPR MM:)t*revjew8d alTd ratified By * * * the POC and/or the Commission If necessaWe • • • • • • Comments •••• • ••••• Archived •••••• • ••• ••••• • • 7MELD-WEN .... ,. ....., Product Manufacturer see*•Address/Phone/Email 737 Lakeport.Blvd •••:• amath Falls, OR 97601*00) 535-3936 •• • •• • Bclojeld-weri.com * . • * . Authorized Signature Kaede McLaughlin fbclOjeld-wen.com N4.,� %'• . • Technical Representative JELD-WEN Corporate Customer Service r i Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagentsOjeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standilrd Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards�_� Certified By e 'yv, , `S I � _ Y 1 Aq '`DOV -D FY Product Approval Method Method 1 Option A _ ttpsJlfloridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%21DEHW1 D y-T-E DG DE -PT IZW1 DOuyPOG87LWwGxpHtrgMQ%3d%3d —P UONIN 'L 0u 16t Y i H FALL F t r�AL l3 Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/20i5 Date Revised 06/30/2017 Summary of Products r FL # Model, Number or Name Description 14569.1 Contours Steel, Wood Edge Full Ute Door, Outswing, V-0" x 6'-8" Limits of Use Certification Agency Certiflcate Approved for use in.HVHZ: Yes FL14569 R7 C CAC NI00(4-R7 Certificate.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract expiration Date Impact Resistant: Yes 09/30/2019 • • . • Design Pressure. +60/-60 Installation Instructions • • Other: Product must be Installed per manufacturer FL14569 R7 II ]W0509-03 I6'aYation.piff. Instructions as stated on drawing 3WO509-03 Verified By: Hernw.Norero 737A • 0 0 •. Created by Independent Thlyd•llagv Yes • • • • • Evaluation Reports 0 , 0 • .. • • •• FL14569 R7 AE PER3392. & Created by Independent Third jFaKT Yes :. • .:. ol 14569.2 Contours Steel, Wood Edge Full Ute Door, Inswing, 6'-0" x %'-$s •; .' Limits of Use Certification Agency Certific Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes pp Quality Assurance Contract ty Vkpiraflon Dab. • Impact Resistant: Yes 06/30/2019 • • • •00 Design Pressure: +60/-65 Installation Instructions •. : •. Other: FL�4569 R7 II 3WO509-04 Installation.pdt • • VaHfled By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3 93 3lodf Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge full Ute Door, Outswing, 6'-0" x 8'-0" Limits of Use Certiflcatlon Agency Certificate Approved for use In HVHZ: Yes FL145§9 R7 C CAC NIO06254-RS Cert_ iflcate.odf Approved for use out HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other. FL14569 R7 IT 3W0509-01 AS 2015-07-02.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3491_bdf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - impact Rated Glazed Sidelltes; 12'-0" x V-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14562 R7 C CAC NI011062 NI011062.01 Certiflcate.odf Quality Assurance Contraict Expiration Date Approved for use outside HVHZ: Yes. Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation Instructions other. �14569 R7 II 3W032012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports R7 PER332L.. FL34569 .AE Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non= Impact Rated Glazed Sldelites,'8'-4" x 8'-0" Limits of Use Certiflcation Agency. Certificate Approved fpr use in HVHZ: Yes FL14S69 R7 C CAC NIO11061-R1 Certiflcate.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Pate Impact Resistant: Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other. FL14569 R7 II 3W072012FL Installatlon.gdf Verified By: Hermes. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports - R7 AE PER3322.pdf FL14569 Created by Independent Third Party: Yes ftpsl/ffoddabuilding.org/pr/pr app_dd.aspx?param=wGEVXQMDquxTVBjdRcYg%2fDEHWIXWZW1D0uyPOG87LWwGxpHtrgMQ%3d%.3d 2/3 1 14569.6 Contours Steel, Wood Edge Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 14569.7 I Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" Certification Agency Certificate FL14569 R7 C CAC NIO11082-R1 CertillcatieI)df Quality Assurance Contract Expiration Data 08/31/2019 ' Installation Instructions Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Opaque Door, Outswing, w/ or w/out Sidelites, 8'-ll" x 8'-0" Certification Agency Certificate FL14569 R7 C CAC NI011096-Rl-NIO110 •• R1 Certificate.Ddf e • 000000 .Quality Assurance Contract 9kpjr%tQ)n Date. . •' 08/31/•2019 • • • • Installation Instructions • ""' ' " • • • • FL14569 R7 II S-2108-01.pd • • • • • • • • Verified By: Hermes Norero 7377,%0 a. a • • • Created by Independent Third P'ajtyjs 000000 Evaluation Reports • : • • F1-14569 R7 AC PER3832.Ddf 000000 • • •' ""' Created by Independent Third Partyq *is • • • • • • 0000 :a Batt Ne- •••••• • • • :ease: Contact Us :: 2691 Blair Stone Road. 7511ghassee FL 32399 ne: 8Sp-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-mall 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 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 emalls provided may be used for official communication with the licensee. However'small'addresses are public record. If you do n6t wish to supply a personal address, please provide the Department with on email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F S., please dick h4IlL. Product Approval Accepts% �®® ERR ® Credft Card Safe :ps://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBJdRcYg%2fDEHWIXNZW1DOuyPOG87LWwGxpHtrgMQ%3d%3d 3/3 . . ... . . . ... .. .. . . . .. .. . ... �}�%�{ � stool..* • • • • • • 7M.�eYAX OA FRAIff W1DTH - JELTJ WW ill a • S79:?YP� . • .12s• .Tsez�' NM=C a; - A 38- YAX aA. C0h7VIMSgFg V= ygOpED s • • • • • • • .ppp�fiWN►H Fr 0PA0TFOU MI ALFACT WORLOIOM W/,�7 , L PAN& W= FFIi1 &&TIIWIAL'Y MACTSIVBIIJ3S. —F= r GF3�iACHOTE3 • see 1. THIS PRODUCT 6 DESM 70 COW�LY Wit TIE CLIRW iLORVAGOLO i CODE AND MS MN TESTED IN ACCORDANCE WRH HIGH VELOLlf?fANMW ZONE Wr RE UIREN Ms. 2 WO0D-bUCJ6 BY OHM MW-BE ANIM MffD PROPERLY TO TRANSFER LOADS TO 7HE SIRUCi6RE: 1 PRODUCT MOM SHALL BE AS LISTED AND SPACED PER ANC W t0CA710N DRWINGS, ANam 5IIIED1ENT 70 BASE YAIEIM 91A L BE BEYOND WAIL DRESSING OR SR=. k. SEE TABLE 1 ON THIS SHEEF FOR DM1,WT PREZURE RATINGS. 5..711LS PRODUCT MES THE WATER WXIIREIIENM FOR IhW ZONES SEE THE DESI6M PRESSURE DiART. BELOW! a DOORS ARE IMPACT RATED AND DO NOT REQUIRE ABAU!-DADE APPROVED IMPACT RESSTANT s4 nam 7. MW-DARE APPROVED IMPACT RESISTANT SEF/TTERS ARE REQUIRED FOR SWELirES & SDEUiES ARE AN OPTION AND CAN BE USED W A SINGLE OR DOUBLE CONFIGURA70L AS1OEfif 1A1. //SULA7®STEl3 ODOR Amman b i limns oorxWlRel Fare sheet,• 24 go. (0.Wn mk*mw D iclomm Gdialaed Sted A-525 carnawcid quality - ACQ-perASIY 620 veld average oftnu r yield Fy(—)a24.SW psL Core dmimr Exponded paiyatjsene rih 1.0 to 1.25 Ea/d dmrmly, by A<ID-WFN, INC. Door Panel Qgndactiarr Be active and iaocbW panels are conic acted Iran 24GL (0.020' nik) gaHanaed steel. The fan shed tape aid bottom am bent 9T over the top and botbom rolls, Be top LVL mi meosues 1.W side x 1.042' Nigh. the shed bodan mi is roe. formed. (LOW 9*orized steel measwing f.W ride x 1.21' Nq& The sides of Ns face sheet am mi formed onto the LVL Iotde side and Porlduoaa An tinge As rtdch meows j.6!' x 1.0. The nixrfor =*I Is Mod with p*styreme The face sheefs am glued to the paLysty wm Foote Comt_ The sash is constructed from 24GOL (OL020' mn.) g Wmnd sted.The edges of the face shed we bent W over the palyatymw core and glued to & The side fe pawls ore routed to naive Ba QOL.Q; Lie Frames or the optiond TrhV Lk# Formes. (See died 7 for glazing deIdU) The Ite fumes we sedwi r/ OW glaang compound on the «terror. E The fromes am owntructed from Palderm Fes jambs mmslxinq 1.25' wide x 4.5M' daep.. Rm door and sideite had jornk are rrarfted w4 butt PkW to the side jambs and attached rill (3) IWX Y x 7/18' crow wim stopbs. The mb use o stondad bump foe PemW dreshdd measurng 4.041' deep x W high. The Inedmld Is Modred to • •• •• . Wuc .. OA PANEL NEILiiT aim MAX WX OA FRAME HEIGHT a825' V 7s WX OA FRMIE WIDTH .875' W W ItUL OA PAW wVH eo' WX oA PANEL wa f 81.25' 6 YAX C OA s FRAYS tow 0.M.'r 70.25' YAX OA FR WE WIJDN .75' .75' YW. TYP. f,T�ryp. ' 3i;' Wx oAPAR'1. WIM '1 80! YAX OA PANEL HEIGHT 81.25' WUL OA FRAME HEIIGHT J 0825" -1 t6/ D016LE OIRSWIVG WIPALT UWT DOA IV' WX OA FRAM VOW - > FR01f OODPBOR 875' f25' .75' WAL 3Q825' WX. OA W MAIL OA PANEL MM PMlELLDIm W/AS W&l `4,n s: I6 _ 1JI // l;a'air zAr.,, i.eJ]ii Bo• LLAx O.A. PANIl HEIw 81.25' WX as FRAYS HEIGHT DESIGN PREMW RATILG-I1iIE ZW : NXIROWR 118340W b NEIED 916E DOOR WIr (Y. WL 2% Welt) +86 psf -70 pd IF/WO W WACr sWE110 DOLHE ODOR WIf (A CA JDA MW) +57 pd -57 pd YAW RON IMPACT SDETOES iilriIC�IJ eI**p3ed byHenaes F. Homo, RE •sore I = appwhg M6 doormat Ww201Se2181Z "-05W 1&5' WOL. OA SOELOE FRW WIDTH le WX OA PANEL MM r WIX OA D.L.Q. 11M 83.125' WX OA D.L.O. HEIGHT sNa OUf5WI4G WPACT LIST (w) F NON WPACT MUM VEWfD FROM E7DE1I�t 155' MAX OA SWITE FRAME WOTH 14' MAX OA PANEL MM t;' HAX oA a>:a WR1TH 81125' MAX OA DLO. HEIGHT W&MMM � iS VIEIM FROM WERIOR iftepored By MAM DROP% WC. MOM 954-389-8478 20100 Fac 954-744-4738 ee: JiBI rr S. SAFF o+a noa S-2104 r 1 oF t • • ••• • • • ••• •• •• • • • •• •• • 0.75' ABM. • • • • • •�5, St • • • •/ EDGE DM A ONRY • • • EiiGE MR • %SONRY 1.50' � tALR. g� •• AM ••• i•• •• • 0250 ReK `M.' EA1B t>. ��y . ,• t J '• SHA4-__ • • • • • • • — 2' . OUPO •c • • • • • • _ SEE DEMIL.7 11 SEE DETA2 7 ON SHEET 5 1 ON SHEET 5 _ 1 NOTE 6 ON 29 _ SHE. 4 10 1.750' AEI 1.750' ANN. PANEL TW( PANEL THIG :a SEE NOTE 2 ON 2 SHE 4 0.125' IONL GLASS 7W, 8125' 80.0' 8125" VAX MAX OA MAX SEE GLAZING OA FRAME NIGHT - PANE FRAME HEM HELGIff OA DETAILS, SHEET 7 - SEE NOTE 2 ON 2 SHE. 4 - f SEE NOTE 6 ON Y 29 SHT. 4 10 iEE NOTE 8 ON 16 NOTE 9 ON �: 3 SHT..4 SHE416 SEE DETAIL 7 B 12 ON SHEET 5 44 � — .625' a SEE NOTE 3 OA Siff. 4 SEE NOTE'3 ON WE 4 Bur - MAX OA PANEL. m3afT _ �:"' MAN. :. �: • •'':' ..+`. 125' 2.50' UK' �� 1.75' 250' A� y ISONRY MIN. . DIST. AWN. EDGE DIST. BY OTHERS EHB. BY OTHERS . A VERTICAL. CROSS SECTK)N VERTICAL CROSS SECTION WITH HIGH LAM THRESHOLD AT SIDELITE SASH t I DOOR STEEL FACE SHEET 24G4(UM Sim 2 FRALE MEAD MGM JW 0 PONDEROSA wm 3 AWE HAW JAMB FNGER JOB/1ED MOM MOOD 4 FRALB: LATCH JAMB JOINTED PONDEROSA FOOD 5 4. 6 X 1' PFH MOOD SCREW TO 7 DOOR LATCH. SIL E Li 8 OUTSIWIG PEIM BUMP FACE TfIFW- ALUA3AA1 9 .BRAD IM NA®. 16K X 1 WWON CAP syn 10 CMFRMW WAVOW FOW 11 DOOR -TOP RAL LX 12 DOOR 9MM BALL SILL. 13 DOOR WE SDLE ffMM JOMM- POND MA P90 w000 14 110 x 1 J 4 PPH WOW S31EN MR 15 . LOCK Li<= JOIPDED PONDEROS4 MOOD' 16 3 1 fIW 14PCON ANCFWR W 1 1 4 UK EAMED: STIR 17 DLPAMM POLYSTYRENE 1.0 to 1.25 ►b d E1Y JEID-MIEN R714 18 NOT USED - 19 0995 V= 20 SLANT IfA1L.TIAL IAGF! OEJrS11Y PlASW OR GREATER - 1 400 .KNOB MEL 22 XWfi ET MW 700 SERIES LiDIDBOLT SHOWN Snn x 1 1 PLAS7iEW ODL ME S7� x. PFH-M000 SCREW Sf171x 2 1 PFH'MOOD SCRDY STEEL F 10 x 1 PFH MOOD SCREW. ASlRAf,AL TO DOOR. 10 x PFN MOOD SCREW STEEL1AAIM CAP WOW CAULK CR LAM1i}74CE 33 C SiTDOf� 30 .GLAZUIG C01�OUF® DSD BY S11C01A 31 LEAD TRW NANL 16G4 x 3 4 3 QIAWER ROl9D - SLEET 32 3 OUARfFR ROLkB) SDELRE STOP MOOD 33 CORNIER 3DW FOR S1EE1. DOOR [iDTLUAI ME mw 34- SCNCAGE I040B SET f STEEL 35 S7iAGE DEAOBCLT SHOWN sm 36 scam SI n ma m5Y 24GA Aft mm 37 11W TEIA'ERFD GLASS PPO GLASS M OM LITE RVX S1 MIMECH PMY= PP55.T0 013 POLYPLmP. 39 PRESSURE TREATED MULLION BAR j44-x 4 9116 x 81 1 4 P.T. WOOD 40 ALLWM EXiRM-ASM4GAL_ ALIAMA 41 LASIWML STIME PLATE MY BJPERIAI.. S1En 42 [YALE IOVOB FEfATAGE SERIES SNfI 43 1 YALE DFADBOLT HUME SERIES OW SHOWN STEEL 44 SMITE FRAME I.M SILL AND AAM (FINGER JOWM PONOMM POO . MOOD 45 LIFE FRAW.BY TABAIY FOR. 1 Z LGLL POLYPIiOP. 46 f Y4SIAATED Tl]LPERLD' GLASS TF W AVRAC GLASS 47 P)I.YPROP. 48 1 TED TElfM am BY TRPBfY AI�AC GLASS 49 UTE FRAME SCFMV x 1 1 LONG PAd8IEA0 BY SIR 50 QVING CONPOLM DOW 1199 SLOW 51 10 MOOD.INSTALLATION SCREW W 1.50 AlK E3®E_ STEEL 52 DOOR LATG4 SM E PLATE Sim 53 DOOR LATCH DEAD BOLT STRIKE PLATE a h STEEL Z P�.� Sim' � BLIDW awn 47 Pbmmc 954-399-8478 Fmc 254-744-4738 MT.& er: JWJ er S. SAFE eo xo: S-2104 r 2 or _I . . ... . . . ... .. .. . . . .. .. . ..... ..... . . . ... . . . . .. . • ••- FE NOTE 4 5 19 0 4 ONSK.4 52 7 1 • • • • • 15 i•• i 2142 • ••• ••• •• • i • • • i ••• • 1 • 6 5 6 CVRDIAC • • • • • LCW�t�i • • • • • • • y fERfO, • • i • i i i • • • PANEL 11•QG O oo ♦ ��\ 51 10 ' 17 1. 10 51 5• .• a; \� 1 1 / E SEE DETAIL 5 SEE DETAIL 5 ON SHEET 5. ON SHEET'S n • HORIZONTAL CROSS SECTION a5� A4LC HOR ONTAL CROSS SECTION K 02 , AWX SFlA/ LA . H B TO 8 CK IN JAMB TO SNiW .50' WIN. VCRETE/ EMBED. /ASONRY OTHERS SEE NOTE 1 ON SHE 4 1 15 1 7 40 52 7 91 q15 214234 1dA�I0CEpamm fl�� a,. j PANEL THK SEE DETAIL SEE t� 4 4 1 ON TW7 10 1 17 SHEET AHORIZONTAL CROSS SECTION T IMPERWL ASTRAGAL SEE NOTE-7 ON SHE 4. r . - �♦ .'• CDN(X7ETE/ 1/ASONRY .. .; BY OIHERS -' 475' W91 EDGE DISE b, , ASTRAGAL THROW BOLTS (2) TOTAU (1 EACH) MERIDg 1 r0.31' DW x 9V LG. AT TOP & BOTR)Y ' SEE NOTE 2 1 W. 4 mmm \_� 1 DETAIL 1 ASTRAGAL 1D' _STIL F ATTAOI►4fNT NOTE M31 24 NOT WM TFNS ►Aar FOR c,r,,,,,, S F. Mn. glm aTS. cwtDVr- evs JWJ ax er: S SAFEELL � w.e P W-399•-84MOM W01% �78 5-2104 �� a sm• F= 954-744•-4738 � � OF -ff J . • ... . • • ... SEE NOTE 4 4 44 9 4 52 7 1 15 1 4 •� i •' •• 13 6 5 6 3 NOTE 7 8 9 44 14 SHE 4 ON SHE4 • • • • • • • • ••• ••• • ••• • 4 3 3 $� rpm[QB 1.750' MIN. SEE NOTE 3 ONSM:431 •• • •'. • •• ••• •• �� PANEL THIG 3 1 m rt . 3Its It FE \ / \\ -SEE GIAZiNG 3 10 �� 10 SEE NOTE 2 \�. SHEET 7 . �� SEE NOTE 6 /// \`\ NOTE 5 1 1 ON SHi. 4 1 1 // / OTE 6 \\\ 23 SEE NON SHE 4 OONN 9 ON SHT. 4 SEE DETAL 5 0.750' ON SHEET 5 SEE DETAIL 5 SEE SHEET 5 39 0.750' SEE GLAZING - DERAILS, SHEET 7 g HORIZONTAL CROSS SECT70N HORIZONTAL CROSS SECTION } . A A SiD LA. CH JAMB AT SIDEWE TO HINGE JAMB , CoNatml.o MASONRY ONRS 3 51 19 0 4 31 ON 3 JV O` SPACING FOR REM 126 7HE 110 x 1' PFH SCREWS ATTACHING THE WPEIBAL AS►R4GAL 70 THE INACTIVE DOOR S By . SHE AS FOLLOWS FROM THE TOP DOWN & THE BOTTOM UP: 1.0', 2.5 , 4.0. 5.5 , 110 , 18.0' d 26.0. ml SPACING FOR REIi 123 THE 18 x 1 1/2' PIASCREW S AS FOLLOWS 3 3 4 SEE !�G y '- mi TOP & 80T7OM HORDONALLY. SIDElRE PANEL &0' IN FROM EACH COR18:R. DETAILS, SHEEP 7 ON THE gutF_c YERT►CA � Y FOR TFf JOE UE PANELS, 3.0. 13 0. 26,0 , 39.0 , 52. W & 610' SPACING FOR ITEM.131 THE 16GA x 3/4' BRAD 7RW NAIL ATTACHING_ 7HE QUARTER ROUND TO THE SIDELRE AND � M31 19 THE 16GA. X 1' BRAD TRIM NAIL ATBUIIG 7HE MUWON CAP TO THE KILLION BAR VERITCALLY IS AS �\ EXTERIOR FOLLOWS TOP & BOTTOM HORIZONIAL+Y (EDIT THE JX QUARTER ROUND): IM' IN FROM EACH CORNER WiTH . (1) NAIL IW-SPAK ftx ON THE SIDES YERMY BE BOTH 3/8' QIWtiER ROUND de MULLION CAP): I.25' FROM E4CH END .t SIX MORE •. _ Aol EQUALLY SPACED ON 7HE FIELD. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE REM 125, A 18 x 2 1/2' PFH WOOD SCREW! a• i.. .: \ INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND Soaff JAMB AT THE MULLION USE ITEM 124, A 18 x 2' GLASS i PFH WOOD SCREW! ' \• SPACING FOR ITEM 125 THE 18 x 2 1/2' PFH. WOOD SCREWS ATFAOM PIE J4M85 70GEifER AT THE MULLION, a - SEE NOTE 2 ^ m IS AS FOLLOWS 6.0' FROM EACH VERUCAL CORNER WITH' (4). MORE SCREWS E"LLY SPACED ON THE FIELD. _ ON SHE 4 THE SIDE11TE PANEL S SECURED INTO THE SIDRITE JAMB W/ M31 129 SILICONE CAULK ON 7HREE SIDES AND \ HORIZONTAL CROSS SECTION 0 BUCK moo 3 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRW WITS x 3/4' LOIJf; 0.75' 18nL ��\ 9 SEE NOTE 6 `` �tifl 1� � $ WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE REiN 127, A 11D x 2' PFH SCREW WHEN ATTACHING EDGE D►SI a� ON SHE. 4 �g F. THE H INM TO THE JAMB AND SIDELRE JAMB AT THE. MULLION USE ITEM 114, A 110 x 1 3/4' PFH WOOD SCREW `�� t 'P �: � 9-T 1-01 SPACI+iG POR- M31 149 THE 16 x 1 1/2' PANHEAD SCREW (TRINITY LnURAIE) S AS FOLLOWS SEE OETAiI 5 .�� ,.••'•� : O sauce SIDEIRE LREFRAME FROM THE TOP DOWN VERDGILl.Y: 325, 78.0625', 32.8125. 47.5625' k 62.825'. =, ON SHEET 5 ►` L . � BI,._ N TS JWJ SIDELITE LITEFRA E TOP & BOTTOM. FROM 7HE i_FFt• ONE (1) SCREW AT 4.43757 ` e ��. � aic er S SAFFElI ALTERNATE CONCRETE/MASONRY INSIAUATIO N AN94M OF EQIAVALENi PERFORMANCE CHIARACOMICS CAN BE RECORD FOR THE PROJECT OF INSTALLATION. SH14 :•. L • F USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF P •• 2�:: USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD &JAMS USE REM 125 WHEN IN,SIALUNG IRO a,E el i109�G. DRW ING �' Row 954-399-8478 Z 04 s•tr 4 op 8 MULLIONS USE REM 116 WHEN I6TALLING KM CONCRETE/MASRHRY/ SUBSTRATE ATman sus�i Fm 4e_alpaw• Am 04-744-4738 -- +y\ • • • •w• i4A)f. OA FRAME • • • • • • • • • • SEE DETAIL 2 • ' • • • • 7 •w• • � • ••• • � •.• • N MS / •• • SEE DETAIL 4w• ••• as 4.5D'T 0 in „ii i • "• • • • .100, .00' TYP. ' 72�. • • • • • • • • 3.00' ADD• np, • • • w • 000 • • s T P. tit li! 1_ 7 5• 51 � TYP. 5 • Olaw .r SEE DETAIL 5 ON THIS SHE / 1 I I _ MAX OA FRAME 11 11 , SEE DETAIL ON THISSHT E 1.F-h-; giff.1 !Did h DOUBLEDOOR V911.,1, 1 `MIR. ,,,O;.i4C LOCAMIS VIEWED FROM. h114s" VIEWED FROM16 ET 4 ® iSEE /TE 1 1,' 41 ,cap 1 , I\ �.�� ® - i 42 SEE ET 4 IM _. 7 . l./ _ 1-*IT- -I• . _ NMI ./ NOHOW. AT .i 1RC I/ - 1:11 • '�i l 1 7. I •� ( 7. 1 l: ._. O 2�C DETAIL 4 THIS SHE 2 Y. � dgiE�. .15' wi C-SWK / I _ W 3333Q t1l2�yR 33� yy Z I - SEE NOTE 10 \ \ ON SHEET 4DETAIL 7 Rs 'a F u17i��K Tom.ANUM FOR �W ,� •� t P �� r.o ssms �` flue o DROPS W Banc 954-399-8478 F= 954-744-4738 � s-11-o1 SCAM N TS ax w.-S. SAFFELL ND - WAWN5-2104 . . . . . . . . . . 07.00' MAX OA FRAM WIDTH ... . . • • • • • • �.DEiAR•2 SHEET S.i 4.50' TYP. • • • • 1&41�1Yf� �. • • 140 �60V TYP.300300' TYP. 0TYP.DiYP. 6 TYP. 5 SPACES O 13.85' MAX OA RAVE �a r MA w SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WRH S►DELRES ArN:HOR LOCATIONS VIEWED FROM 84nom SEE. DETAIL 4 ON SHEET.5 6 TYP. 5 SPACES O 13.85 gI m EdSEE DETAIL 4 ON SHEET 5 a►ir� F p00R WfiFf011r c_mFl_mM ANCIM LOGO NS VIEWED- FROM MDERNIR F.,Nn��i. C '"O L $Y SORE KTS. iwi cmL •r: -S. SAFE Oman No_ ''iSp ••• �.o Pf 954- 73 5-2104 FM .or nms F= 954-744-4738 sir a� • . w •.• . . • • • . • • • 17 3 ••• 'J • •.. • EXTERIOR • • • s • • 000 • • Big- 0 •- s•wi d12;iAllrl•• • • s • • • +�,,,.,• w • • • • �G•rw GlAS4 • dg 050' INTERIOR GLASS BITE 1 50 29 46. SEE NOTE 2 ON SHT. 4 EXTERIOR Q500' MW. �y GLASS TW. 0.125 GLAZING DETAIL 1 ' TEMP. 0 250' AIR . OOL LAE.FRAME SWGLE PANE GLASS SPACE 118' 7EVEM GLASS SPARTECII POLYCOM PP5530 C13 't m 38 .25x a 7l7dP. INTERIOR 0.50 WFERCEPT GLASS $ GLASS . STEEL SPACER 00 � m . 50 ONEl41IE 1 9 50 49 ON SH 48 4 � 8 EXTERIOR 0.125' TEMP: GLAZI�G'DETAE 2 TRWDY LITE FRAMEGLASS 112' RMATED TEIFEM GLASS Owl LLIPOY EU-5007 GLASS THK 750' AIR SPACE GLASS ® . JS' x .50' WERI L 0.125' TW. ALL GIAZI COTIf1GURATIONS INTERIOR 0.50' STEEL SPACER GLASS SIALL aWLY WITH SAFETY GLAZWG MWREMENIS OUTL M '� c GLASS - W FLc SECLION 2406. ary $ ^BRE ' 50 4 49 ONSHESHE 8 �:` �S F �i� r GIAZWG QUAIL 3 • . O L Feed W- H.T.S. TMW Uff FRAME * . = m of. m 1' WSWATED TEMPERED GLASS ; g a+c w. S SWELL LLFOY EU-5007 O.:. p .� l_�J c ra: rre sen I= 954-744-4736 law L (W 8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ... . . . . . . . . ... . . ... 1.670' 1.670'i • • • • i i 1.670i • • 1•670' 45625� • • • • • 1 • . • • 2.188' '%% . • . • • i • • ' 12. 1 j j/ / jjl o.7so' 12t0 o me OO�t FNB;F STILE • • • • • • • • : • • —I t2 � (0.211' STEEL 13 fWM XWED OrIDE A. : 7 . • • 11 1� 2 3 F7 O JOINiEO WOOD:- • • • • • • • • 4 44 PONDEIM POE 0.125,. I I r-- 1.645' ---I L 0.529' p,3gp' � T 0.500' � 1.544' 1:544' k586' 0 530' 0.140' i-- 1.750 � r t� 1.750- � � 1.752' Z52211@'JQ3 i%----- 2 519' 2621' OSTEEL BOTTOM RAIL 10 SC} OEL 0-LON COS 650 `J POLYPROP. E 47 POLYPROP. • MDF x ao, LONG FTWY PLASM LITE W U47MC TWM PLASM LDE KR MAfl7 E ODL'PLAS11O WE Klf MAIM& APPROVED WIDER Na[ 7-0828.01 APPROVED UNDER RAJU--W=j APPROVED UNDER NOA �10-1209 01 1.250' 1.r09' ate, 0.585' ° --I 0.624' TO o . O a-Fpm - . O . sroaDE sroP 50' 2�- 1.736'0. POE 2 040 O- O iASIRA6AI. NAs Tiro Q3125' 0 2137' 1.012 � � O O — ( ( 1 ON. TOP I LOW N BLOT M Q Q --1 1.37s' f +0.097- IX25"t'--�1- i 381,�---- 4.000' 4 41 v DOORnMT S RIXF PLATE O DEW MULLION CAP 5 1fAGER S1EE1 BUff HOGE 6063-T8 ALLUNUM (A6'ERWL 0.125' STEEL) � POE (81.25' LONG) O4' x 4' x 0.097' TFHG.STE� 1 t.875' WOOD LOCK BLOCK 15 FINGER JONTED PONDOW PINE J 1.000' 4.04 ANUMP �BY Pon CE � 0OOD 6VSERT �. ��• ' p� prepped gy ± * • * i '�i► '� `b Phow 9 W-8478 mg or 2WO F= 954-744-4730 ra a I? /�� j /// o � W WE 9-11-01 saw N.TS. aac ev: S SAFE �2104 sum 8 aF� . . . . . . . . . . NfJ?�IMM PRODUCT CERTIFICATION • pynpapy: ; • •JELp-VqN Exterior Doors Certification No.: N1011082-R1 .' ; • •.3737 J akdport Drive Certification Date: 05/01n012 '.'Klaulth�lls, OR 97601 Expiration Date: 08/31/2019 Revision Date: 05/05/2015 . Product, .. "FiWrgy.Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelite (wood frame) .. Sppc�jt iqn ; A$ 760.t/202/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at wwwNamicertification.com. NAAH's Certification Program is.accredited by The American National Standards Institute (ANSI). Inswing. Glazed Design ' Water . Misscle Test Report Number Configuration or outswing or Opaque Maamium Size Pressure. PoslNeR Test Pressure Impact Rated Drawing Number & Comments X Single O/S Opaque 3'2" x 6' 10" +66/-70 10.0 psf. Yes CTLA-696W Max Iaatatlation Panel D S-2Size: 3*(rioa� i-8 0=0 Single w/Sidelites O/S Door -Opaque Sidelite-Glazed 4' 5" x 6' 10" +66/-70 10.0 psf . Door -Yes Sidelite-No es ' Max Panel size: 3'0" x 6'8" SidefiteDLO: 6" x 5'3" (I/8" Tempered Glass) Installation Details: S-2104 14 OXO Single w/Sidelites O/S Door -Opaque SideliteS- 5' 10" x 6' 10" +66/-70 10.0 psf. Door -Yes Sidelites No Max CTLA-696W Sidelite DLO: 6" x s 3" (W T 6empered Glass) Glazed Installation Details: S-2104 (1-8) XX Double O/S Doors -Opaque 6'3" x 6'10" +57/-57 8.55 psf Doors -Yes CIA-696w Max Panel Size. To" x 6'8" Installation Deta&: S-2104 1-9 OXXO Double w/Sidelites O/S Doors -Opaque Sidelites- 8' 11" x 6' 10" +57/-57 8.55 psf Doors -Yes Sidelites No CPLA-696W _ - M Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 51" (1/8" Tempered Glass) Glazed Installation Details: S-2104 (1-8) National Accreditation & Management Institute, Inc./4794 George -Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fag: (804) 684-5122 NANII AUTHORIZED SIGNATURE: 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. '.. '. ...;.. Contours. Steel Door; Wood Edge • • • • • • ,;..; • • • • • • • • 6'-8" Opaque. Outswing Impact boor Units With & Without Non -Impact Sidelites • • • ..... • • • • • • for ...... ,.Florida Product Approval •"•'• ' Report No. 3398 Current Florida Building Code Method: Category: Sub — Category: .Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors. Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge Steel/Wood 107" X 81.25" -(Maxiimum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 02/02/2015 Contents: Evaluation Report Pages 1 4 Digitally signed by Hermes F. Norero, P.E. "'111 it " Reason: I am approving this document Hermes F. Norero, P.E. Date: 2015.02.1812:18:39-05'00' Florida No. 73778 BUILDING DROPS A Perfect Solution In Every Drop Date: 02/02/2015 Certificate of Authorization: 29578 Report No: 3398 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies • • • • Compliance Method: State Product Approval Method (1)(a) • ....... . Product Name: Contours Steel Door, Wood Edge . . 107" X 81.25" (Maximum) • • • • • • • .... . ..... Scope: This Is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL# 737M fob JELU-W ll!N, Inc. •; • based on Method 1a of the State of Florida Product.Approval, Florida Departrr�ritbf;Busing!ss apd . 0 0 Professional Regulation - Florida Building Commission.. . . . . .. . .. . ...... 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. Limits of Use: This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions 5-2104, signed and sealed by,Hermes F, Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including 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 door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors.' 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris.protection to comply with Section 1609.1.2 of the current. Florida Building Code. 5. Site conditions that deviate from the details of drawing 5-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 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: 02/02/2015 Certificate of Authorization: 29578 Report No: 3398 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). . Performance Standards: The to 0 product described herein has been tested pet: • • TAS 201-94 •••••• • TAS 202-94 .... ..... • TAS203-94 •••••• • ••• ••••• V • Referenced Data: • • • •' • • • . •.•..• 1. Product Testing performed by Certified Testing Laboratory, Inc. • • • • • • • (FBC Organization # TST1577) • Report M CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization M QUA1789) 3: Component Material Testing of. Dylite Expandable Polystyrene by, Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 111 Report Date: 03/13/2009 Equivalence of Test Standards: Various test standards. have been evaluated for differences in test,methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, Inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be.equivalent. All materials test results meet.minimum requirements of the . current FBC including HVHZ provisions. ° Hermes F. Norero, P.E. Florida No. 73778 Page.3 of 4 BUILDING DROPS A Perfect Solution 1n Every Drop Date: 02/02/2015 Certificate of Authorization: 29578 Report No: 3398 . Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood sub3tatA• B. For concrete or masonry substrate where one by (1X), non-structurakLeed bucking 4s employed; use 3/W' diameter ITW Tapcon type concrete screw anth is bf suf iciefit length to achieve minimum embedment of 1.25" into concrete or nJAcri ry. :...:. C. For concrete or masonry substrate where wood bucking is NOT employed' use 31!144" diameter ITW Tapcon type concrete screw anchors of sufficient length teechieve - minimum embedment of 1.25" into concrete or masonry. • Refer to Installation Instructions (S,2104) for anchor spacing and more details of Me installatW?. • requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO; OX Outswing . Positive 57 PSF* Positive .66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No.13778 Page 4 of 4 ;.. Business & Professional Regulation IN mmm BCIS Home i Log In I User Registration I Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map I Links Search FI rich Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail OFFICE OF THE FL # FL19945 Application Type New •••• Code Version 2014 • • Application Status Approved '. �' ; • • *Approved by DBPR. Approvals by COP11 Frall be I vle"d and relifwaceby the POC and/or the Commission if meessey. • •••• •••••• Comments "' • • • • •.. •.•••• • • Archived • . . , 0000* Product Manufacturer Exclusive Wood Doors : : • • • Address/Phone/Email 1950 NW 70th Avenue • • :��"' Miami, FL 33126 '••' ; 00 •••••• (305) 477-2278 • • • exwoodfsn@gmail.com Authorized Signature Fernando Nisenbaum exwoodfsn@gmail.com Technical Representative Jonathan Nisenbaum Address/Phone/Email 1950 NW 70 Avenue Miami, FL 33126 (305) 477-2278 Jonathan@ewdoors.com Quality Assurance Representative Jonathan Nisenbaum Address/Phone/Email 1950 NW 70 Avenue Miami, FL 33126 (305)477-2278 Jonathan@ewdoors.com Category - Exterior' Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/10/2016 Date Validated 04/04/2016 Date Pending FBC Approval Date Approved 04/06/2016 Summary of Products FL # Model, Number or Name Description • • • • 19945.1 Series Exterior Swinging Doors Outswing Glazed Wood Door-I•.M+I "Sees* •.... • Limits of Use Certification Agency C%rjificate : • • •. '. Approved for use in HVHZ: Yes FL19945 RO C CAC NI01!W!R1.p_d{ " • • • • • • Approved for use outside HVHZ: Yes Quality Assurance Confrltf E1piration Date • • Impact Resistant: Yes •••... 03/31/2020 • • • • • • . Design Pressure: +70/-70 . Installation Instructions • • • • :""' Other: • • • • • • FL19945 99_II_EWD-2IbD205zlnstall U-signed. dpdff • • Verified By: National AcggdiWfbn & MenagerVent Institute Party: • ""' • Created by Independent Third Par•.••• • Evaluation Reports . . . ' • FL19945 RO AE EWD-2M 60206-Evall�ic4np�f • • •.: • Created by Independen *Third•Party: Yes • •• . •• 19945.2 Series Exterior Swinging Doors Outswing Opaque Wood Door-L.M.I • • • •. • Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL19945 RQ_C AC NI013034.01-R1.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2020 Design Pressure: +70/-70 Installation Instructions Other: FL19945 RO II EWD-1160205-Install R2-signed.12d Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL19945 RO AE EWD-1160205-Evall-signed.0df Created by Independent Third Party: Yes Back FNext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® is W Credit Card Sate NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI013034-RI DATE: 03/07/2016 CERTIFICATION PROGRAM: Structural COMPANY: Exclusive CODE: 566-1 REVISION DATE: 03/23/2016 lip •••• • .... see To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertificationAcmibWossure Qiattt• product is active and currently listed. This certification represents product conformity to the applicable specification wd that certification criteria has been satisfied. A NAMI approved certification label must be applied toths }product to clailt certification status. Please review and advise NAMT if anv nn"entinns are rernrired to this dnrvQmQnt- • *goose COMPANY NAME AND ADDRESS PRODUCT DESCRY%' 4N Exclusive Wood Doors Series " Exterior Swinjng-*baors - ' 1950 NW 70' Ave. • • Y ••••• Outswing Glazed Wood booNL.M.I" .. • •• • • Miami, FL 33126 sees Configuration: XX Glazing: IG-1/4" Tempered Glass/1/4" Annealed Glass/0.090" Eastman Saflex Interlayer/l/4" Annealed Glass or Monolithic-1/4" Annealed Glass/0.090" Eastman Saflex Interlayer/l/4" Annealed Glass Frame: W-1886mm(74.25") H-3099mm(122") Panel: W-914mm(36") H-3048mm(120") DLO: W-610mm(24") H-2642mm(104") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: ±3352 Pa (70 psf) Large Missile Impact Rated Product Tested By: Certified Testing Laboratories Report No: CTLA 2016W Expiration Date: March 31, 2020 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 GENERAL NOTES: 1. The Product Shown Herein is Designed and Manufactured to Comply with the Florida Building Code (FBC) , including the High Velocity Hurricane Zone (HVHC) and has been Tested and Evaluated in Accordance with the Following Standards • TAS 201-94 • TAS 202-94 • TAS 203-94 2. Adequacy of the Existing Structural Concrete, Masonry, 2' x PT Wood, or Metal Stud 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. 1 " x and 2' x PT Wood Bucks (when used) Shall be Designed and Anchored to Properly Transfer all Loads to the Supporting Structure. Buck Design and installation is the Responsibility of the Engineer or Architect of Record for the Project of Installation. 4. 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 in Non-HVHZ Areas Only. All Such Documents Shall be Reviewed by the Authority Having Jurisdiction. 5. Deviation from This NOA within the HVHZ Requires One -Time Approval from Miami -Dade County. 6. An Approved Impact Protective System is Not Required to Protect this Product in Areas Requiring Impact Resistance. INSTALLATION NOTES: 1. One (1) Installation Anchor is Required at Each Anchor Location Shown, Unless Otherwise Stated. 2. The Anchor Spacing Depicted is the Maximum Spacing Permitted for Product Installation. 3. Anchors Shall be Installed as Shown in the Appropriate Anchor Layout Drawing (Sheets 2.3.4, and 5). Anchors Shall be Located Ether Beneath the Weatherstrip in the Thinner Part of the Jamb, or Though the Thicker Part of the Jamb. Anchors Shall be Spaced a Minimum of 3" on Center. 4. For Installation Into 2' x PT Wood Buck use # 14 Hilti Kwik-Flex Self Drilling Screws of Sufficient Length to Achieve *V Minimum Embedment into Wood Substrate, and V/' Minimum Edge Distance in Wood. 5. For Installation Through Properly Secured 1 " x PT Wood Buck to Concrete or Masonry, or Directly Into Concrete or Masonry, useY<" Diameter ELCO ULtraCon of Sufficient Length to Achieve 1 X' Minimum Embedment, and 2X' Minimum Edge Distance in Substrate. 6. For Installation Through 16 go Steel Stud or X' Minimum Thickness Aluminum Mullion use #14 Hilti Kwik-Flex Self Drilling Screws of Sufficient Length to Achieve Minimum Penetration of 3 Threads Beyond Metal Structure, and Yz' Minimum Edge Distance in Metal. 7. Minimum Embedment and Edge Distance Exclude Wall Finishes, such as Stucco, Foam, Brick Veneer, and Siding, etc. 8. Installation Anchors and Associated Hardware Must be Made of Corrosion Resistant Material or Have a Corrosion Resistant Coating. 9. For Grout Filled Block, Do Not Install Installation Anchors 7. Allowable Materials for Door Frame and Panels: into Mortar Joints. Edge Distance is Measured From Free Brazilian Mahogany (cedmingacat wet is, mrn sg=oss) Edge of Block or Edge of Mortar Joint into Face Shell of Tropical Walnut f—:,braeso-ek-kr,,nsg=o.eel Block. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 6 GENERAL and INSTALLATION NOTES 2 6 ELEVATIONS and ANCHOR LAYOUTS (1) 3 6 ELEVATIONS and ANCHOR LAYOUTS (2) 4 6 ELEVATIONS and ANCHOR LAYOUTS (3) 5 6 ELEVATIONS and ANCHOR LAYOUTS (4) 6 6 VERTICAL SECTIONS 7 6 HORIZONTAL SECTIONS 8 6 DOOR PANEL SECTIONS 9 6 COMPONENTS and BILL OF MATERIALS 10 6 CORNER SECTIONS and PANEL DETAIL 11 6 LOCKING HARDWARE DETAILS (1) 12 6 LOCKING HARDWARE DETAILS (2) 13 6 QUALIFIED PANEL CONFIGURATIONS DESIGN PRESSURE RATING Design Pressure - All Sizes Missile Impact Rating +70 psf' -70 psf W/ Water Infiltration Required Large and Small Missile Impact Rated W/O Water Infiltration Required 12. Installation Anchor Capacities are Based on Substrate Materials with the Following Properties: Wood minimum specific gravity of 0.55. Concrete minimum compressive strength of 2,846 psi. Masonry conformance to ASTM C-90, Grade S or M. net fc min = 1,924 psi, and Grout Conforming to ASTM C-476 with min fg = 2000 psi. Steel min. yield strength of 33 ksi. min. wall thickness of 60 mils. (16 go, or 0.060 in.) Aluminum min.6063-T6 min. wall thickness of 0.125 in. Product -Approved Structural Mullion Only 8. Designation'X" Stands for a Single Operable Panel. 10. Installation Anchors Shall be Installed in Accordance 13. All Subsfrpt�Shall be Deslgned.bY Dthea to Adequately Transfer Designation'XX' Stands for a Double Operable With Anchor Manufacturers Installation Instructions. Panel [One Active, the Other Inactive]. Anchors Shall not be Used in Substrates With Strengths Applied Loads, und4hail baRe•ievsedby the Building Official. 9. Compliance with Egress R Less than the Minimum Strength Specified by the Anchor Requirements of this Door • • • • • • • • • • • • Manufacturer, nor in Substrates with Properties Lower • • • • • • • • • • • • • Shall be Reviewed by the Authority Having Than the Minimums Specified In Note 12 This Sheet. Jurisdiction. 11. Hinges Each Hinge Shall be Installed with (4) # 12 Wood 10. Custom Sizes and Designs Outside the Scope of this Screws from Hinge -to -Door, (3) # 12 Wood Screws from • 000 • 000 • • • • NOA are Available by Request, and Must Follow the Hinge -to -Frame, and (1) Installation Anchor from Hinge • • • • • • • • • Procedures Outlined Above in Notes 4 and 5, as Through Frame Into Substrate with Appropriate • • • • • • • • Applicable. Embedment, Edge Distance, and Anchor Type. • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �'D I �10k-111 = H 2 G N N W M Ooa `-00 H .LL 3voa C Z °Z G ddC � QO IV G O > im Q 3 Q LU UJ Q O�moZ� y W _N D Z�ubz H o` H O� by Emma T. Mellinger, P.E. FL 50049 Date: No 50049 * STATE OF �70NAlE?�``• �rnnnnn` Max. Unit Width 74.25' Max Panel Width 36.00' L B C 10 T 11 6 6 Max Unit Height 122.00' 33.50" Max Panel Height 120.W' 35.00" 1 31.50" I 12.50' 11 ACTIVE v III' ®uu" „See Surface Bolt and Flush Bolt Details Below F a, G 7 7 4125' 35.75" 11 K ELEVATION 6 io 10 STANDARD LOCK OPTION Pleas• See Important Not• on Shoot 12 Conceming Sfdke Plate Anchors DOUBLE OUTSWING DOOR. • Square -Top Panel Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Ether Right -Hand or Left -Hand Active Panel. • Outswing Only. Inactive I ActNe 1.00' Bolt Engagement _ Into Frame SURFACE BOLT DETAIL Located at Top and Bottom of Each Active and inactive Panel (Interior Side of Panel/ Mc H 1; Max. Unit Width 74.25' 4.50' Max. from Comer 6" 6" (Typ.) 3" 3yl \ 2.00' Max. — from // Comer (Typ.) x. Unit sight When Installation Substrate 2.00' Is Grout -Filled CMU, Anchors, Including Cluster Anchors Shall be Spaced No Closer Than V o/c. 12.00' Max. o/c (Typ.) 3.W' Typ. ANCHOR LAYOUT 122" Max. 14 I 15 I CUT -AWAY • • • • j 112 • FLUSH BOLT BOLT DQ\11- •• � i ! f • Located at Top and Bott�m I • • Inactive I I Active • Inactive Panel (at Stile Edge) • • • • • See Details on Sheet 11 • • • i4.25" Marc —,4 • • • ••• • • • _ 9.00" Max. o/c (Typ.) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Cluster of Five (5) Anchors Please Ss• Important Note on Sheet 12 Concerning Strike Plate Anchor: Cluster of e (5) Anvchors Installation Anchor (see Installation Notes and Applicable Sections on Sheets 6 and 7) 4 ELEVATION EXTERIOR VIEW ()X) MULTI -POINT LOCK OPTION See Details on Sheet 11, Including Shoot Bolt Engagement ad !— O Q o ID N N .-. r _ 0 W c II� —LL 0��= v� 3Uaoo NO aC4111 Z O J IV G as j H > o O to > _ UJ Z � U 3 Z LU U h O LU u, Z 01 Digitally sign by Emma T. Mellinger, P.E. FL 50049 Date: 2016.04 1 O� pI,ME t NoOI- 0049 F9 90% STATE OF -4u F Max. Unit Width 74.25' Max Panel Width 36.00' B C 11 6,& 6 L 7.50'T_ 10 ,,/ 13 �// 3 See Surface Bolt and 33 5(Y„ / Flush Bolt Details Sheet 2 Max. Unit Height rF --y G 122.00 \ 7 7 Max. Panel / \ Height INACTIVE ACTIVE t 20I00 35.00' 8 r ELEVATION EXTERIOR VIEW (XX) STANDARD LOCK OPTION DOUBLE OUTSWING DOOR. • Square -Top Panel Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13, • Ether Right -Hand or Left -Hand Active Panel. • Outswing Only. Y___ 74.25' Max Max. Unit Width 74.25' 4.50' Max from Comer 6' 6" (TYP•) 3' Max _ F.W' from (TYp•) /' x. Unit tight When Instagatton Substrate Is Grout-RO•d CMU, 2.00' Anchors, Including Cluster Anchors Shag be Spaced No Closerlthan r o/c. 12.00' Max. o/c (Typ.) 3.W' If ANCHOR LAYOUT Pleas* See Important Note on Sheet 12 Cone•mtng Stoke Plato Anchors • • • • • • • • • • • • •• 4 ELEVATION ••• • • ••• • • ••• ••• • ' ••• EXTERIOR VIEW (XX) MULTI -POINT LOCK OPT♦ION See Details on Skeel yl• • • : • • • : • Including Aho*t BoI0 Engagp%nt • • • • • • i • i • • • • • • • i • i i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i.00' Max. o/c (Typ.) \_Clusterof Five (5) Anchors %ease See Important Note on Sheet 12 Concerning Shke Plate Anchors R 0 F QOx ffi �LL �QU Q3 d Z V • K �� LLav cmC oM 0- o ' g Cluster of --Frye (5) aC 1�— O Z / Anchors 0Q 'a C N I\ M\.0 Installation Anchor O O ~ (see Installation Notes and O V O O H o Applicable Sections InQ on Sheets 6 and 7) IV ' QX. Q O 3a J Ora) Q0 = to V 3W o W Digitallysign o by Emma T. Mellinger, P.E FL 50049 Date: `ssss.•+ U1bj1401 No 50049 STATE OF :4u Max. Unit Width 74.25' — Max. Panel Width 36.00 Max. Unit Height 122.00" H B INACTIVE ACTIVE \ 31.50" D 12 \ 7F 31.50" L A 12.50" K ll to , ELEVATION EXTERIOR VIEW (XX) DOUBLE OUTSWING DOOR. • Round -Top Panels Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Ether Right -Hand or Left -Hand Active Panel. • Outswing Only. See Surface Bolt and Flush Bolt Details Sheet 2 Max. Unit Height B122.00" 10 Max. Panel 12.00" Max. Height a. G 120I00 7 7 o/c (Typ.) T 41.25" 35.I75" 122 2.00" Max. from Comer (TYp•) Max. Unit Width 74.25" 6" 6" 3" 3" When InatallaHon Subshate 4 Grouf-Filled CMU, Anchors, Including Cluster Anchors Shall be Spaced No Closer Than 4' o/c. ii ANCHOR LAYOUT 9.W' Max o/c (TYp•) \_ Cluster of Five (5) Anchors 3.00' (TYp•) Please See Important Note on Sheet 12 Concerning Strike Plate Anchors Cluster of Five (5) Anchors Installation Anchor (see Installation Notes and Applicable Sections on Sheets 6 and 7) 14 I i 15 Please See Important I Note on Sheet 12 or Concerning Strike Plate Anchors • • s • • • • • • • • • R 12 • • • • • • • • • •• 0.:••• •• • 0.0 a ELEVATION ... • •• • l EXTERIOR VIEW (XX) MULTI -POINT LOCK OPTION Inactive Active See Details on jbht 1 T,� • .0. • • • • s .0. Including Shoot Ublt • • • • • • Engagemgi t• 0 • • • 0 • • . • • • ••• • • • 74.25" Max —� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1. �[, x� R T 3�� 2 Z'1^ 2 V Z$ QQ8 ' o a � .0 a: w G 7.7117 �o ad 1-- OZ .. 0,N DOWd o F- .- c 0 3v0E Z } 0 ccQ IV G aO j W � y o Q O (' en Z�, z W = W V 3W o in a Z Q oa Digitally sign by Emma T. Mellinger, P.E. FL 50049 pal- :��•��c ` No 50049 a9P% STATE OF •�/� Max Unit Width 37.75' See Surface Boit Detail Below Max Unit Height 122.W ELEVATION EXTERIOR VIEW (X) _ Max Panel Max Unit Width 37.75" Width 36.W' 4.-V Max from L Comer 10 (TYP-) 9.00" Max o/c (TYP.) 7.59' 20o" Max from Ccini (TYP- \ 7 ACTIVE 33W' ( Max Unit Height 7 7 12200" When Installation Substrate is Grout-Mled CMU, Anchors, Including Cluster Anchors Shall be Spaced No Closer Than 47 o/c. Please See Important 35.W' Note on Sheet 12 12.00' Max ConcAncerning Strike o/c (Typ.) %nte trors 12 / 31.50r' Installation Anchor (see Installation Notes and Applicable Sections 3.00" (TYP•) on Sheets 6 and 7) 12.50' F i 10, 122' Max I 15 I I SINGLE OUTSWING DOOR. • Single Square -Top Panel Configuration 12 Shown. • Other Allowed Configurations are I z Shown on Sheet 13. • Either Right -Hand or Left -Hand. I)01 ' • Outswing Only. —may I 37.75" Max Please See Important Note an Sheet 12 Concerning Strike Plate Anchon 4 ELEVATION EXTERIOR VIEW (X) MULTI -POINT LOCK OPTION A: 5-POINT LOCK See Details on Sheet 1 I Including Shoot Bolt Engagement ANCHOR LAYOUT T„ Pleas e See Important Note on Sheetof12 72 i Concerning Strike i.W' Boti Engagement Into Frame TI 1 SINGLE DOOR SURFACE BOLT DETAIL 122' Max I Plate Anchors Located at Top and Bottom of 16 Active Panel (Interior Side of Ponell Q,ELEt/•gTlpl� •• • ! • • • • 12 ,�XTERICf • • MULI'j-POINT [04C P Ng: • o • • 3-POWM OC* • • • • • • 12 with SURFACE BOLTS ( See Details on Sheet 11 �37.76'Max • •• • :•• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LO z Z x r— aWel ol= IX T-- O Z 'a 0 N 04 0- v>' 0 0 011...�= H v� 3voa Vn0 cC.°i 0Q 0 N C O > 3< Q H to O tit ? Z�, z LU = W (� 3W L 01 Z a oa Digitallysigne by Emma T. allMellinger, P.E. FL 50049 Date: No 50049 90. STATE OF :�4U pOrs�rO N A% rs Caulk Between Y."Minimum Concrete/Masonry By Others Concrete/Masonry & T x Edge Dafonce PT Wood Buck by Others A14 HUH Kwtk Rex Self -Tapping " Screw Installation Anchor 2X Wood Buck BY Others (see•' General Note & Sheet IJ Exterior Finish I," Minimum K" Maximum Shim Space By Others Embedment ...... - %"Min mum Steel Stud Framing Others N14 Htiti Kwik Rex Self -Tapping pg to Edge Distance (See Installation Note 6 & I I Screw Installation Anchor (D) and Gen. Note 2. Sheet I) Perimeter Caulk Sheathing By Others 3 Penetration By Others '� I" Bory yobSteelhucire l' n 1 3 `l Engagement Exterior Finish By Others Y." Maximum Perimeter Caulk Shim Space Max. By Others Door 1 Height INTERIOR Door Panel and Hardware Omitted for 122.09' EXTERIOR Clarity ( See VerticalSectionon This (17Sheet for T 3 See Applicable Glazing Detail I or (Sheet 10) Max. �VERTICAL SECTION Panel 6 HEAD -2"X PT WOOD BUCK SHOWN Height 120.00" See Applicable Glazing Detail 1 or2 (Sheet 10) ♦ . i////dui ' _OWNIi • p a Z x � t LL � 33 rOOa 2_ �ma 0 Q 600 EIt S O� P U EXTERIOR y INTERIOR ad F IY/ 0 Z O h NN VERTICAL SECTION M o y M z 6 HEAD - STEEL STUD FRAME SHOWN O dw LL _ 3Uoo H U o40 a item N 2V'MfnimumEdge LU d 0, J Distance i' Concrete "UlhaCon" Q W 3 Q Caulk Between A' ELCO ° Installation Anchor O U Concrete/Masonry & 1" x ° i• PT wood Buck by others " H j Z Concrete/Masonry 1 4 Minimum By Others `• - Embedment -6 Z W 0 NJ�. :. °: y"Maximum a` Ix Wood Buck By Others Shim Space (see General Note 3, Sheet I) = CW Q O� Exterior Finish By Others3 Di itallysi nel PertmeterCauk 1" Bory By Others Door Panel and Hardware Omitted for g g Engagement Clarity (See Vertical Section B on This by Emma T. EXTERIOR INTERIOR Sheet for Applicable Detalls) Mellinger, P.E. FL 60049 x Max Shim Space Date:2016.04. 1 r Perimeter Cauk ._,e . � :. l "Min. BY Others Embedment Concrete/Masonry By Other if a 14" ELCO"UlfraCon" 2Yr"Mn. InstatiationAnchor VERTICAL SECTION Edge Distance 6 SILL -CONCRETE SHOWN VE.RT•ICA SECTION �a`�ssrrrME Of I., 6 HE - WOOS BUCK LHO�I•N' �.`��Ap C�/NGi'�, • • • • • • . ��' E NsF•• F9s. • • • • • • • • • • • •Z No 50049 go U: • ��'. STATE OF 441 • • •�• • ••• ••• ��o•'c! 1D. .��. 0 so ••• • • • • • • •00 •• •0 Y/Z" Minimum Embedment 2'x Wood Framing by Others #14 HIM Kwlk Rex Self -Tapping Screw installation Anchor y" Maximum Shim Space INTERIOR See Applicable Glazing Detail I or 2 (Sheet 10) Sheathing by Others See Applicable :: EXTERIOR Glazing Detail I or 2 Exterior Finish / 9 17(Sheet 10) by Others Perimeter Caulk t "Mbimum Max. Frame Width 7425' by Others Edge Distance HORIZONTAL SECTION JAMB 2' X PT WOOD FRAMING SHOWN 136" Minimum Embedment y'Maximum Shim Space n3 INTERIOR 2' x Wood Framing by Others #14 HBti Kwlk Rex Self -Tapping Screw Installation Anchor See Applicable Glazing Detail I or 2 (Sheet 10) Sheathing 17 by Others :;::; Exterior Finish / EXTERIOR by Others Perimeter Caulk T:"Minanum Max. Frame Width 37.75' by Others Edge Distance O HORIZONTAL SECTION 7 SINGLE DOOR (X) JAMB at LOCK STILE 7' X PT WOOD FRAMING SHOWN Y4" Maximum /'� �Q, " •` + C Z � ELCO "UlhaCon" Shim Space Installation Anchor 1-'Minimum Embedment .l .moo ag 3 Z $ �LL< 3b o r— Concrete/Grout Filled INTERIOR 3 - Masonry by Others g° o `a u 9 I"x Wood Buck by Others V _ f (see General Note 3, 1 8 I Sheet 1) `o 3 g Caulk Between Concrete/ s Grout Filed Masonry & 1"x w Z o o u 4• PT Wood Buck by Others O H m w ZS Minimum Edge Distance > or _ ' EXTERIOR Exterior Finish zo N TFI- 2 9 _ By Others Perimeter Caulk By Others O Z Max. Frame Width 7425" Q y M Z CO HORIZONTAL SECTION O � C LL U 7 JAMB O 11E2 E 1" x PT WOOD BUCK and CONCRETE/MASONRY SHOWN 3: V O O O LU to) 93 cQ N C 00 all F _ 3 Q W V N > O Z O W O J O I by Emma T. H11Mellinger, P.E. FL50049 Date: • • • • • • • • `cps � ai46J)¢,O7 • •• ••• ••• ••• • • •••*:: No 50049 STATE OF • �o, 4 • • ••••• ••• • • • • • Brad Nails & Adhesive —� 1_ \ \ INTERIOR INACTIVE ACTIVE [See Applicable Glazing EXTERIOR Detail 1 or (Sheet 10) / See Applicable Glazing J Detail Ior2 (Sheet 10) H� HORIZONTAL SECTION ASTRAGAL ly"Minimum Embedment n Wood Framing by Others N14 Him KW& Flex SeM-Tapping Screw Installation Anchor by Others Exterior Finish . '. by Others PerimeterCau& Y."Madmum _ by Others Edge Distance y"Mcwmum Shim Space o�INTERIOR Mn. 1.750" NTERIOR f— See Applicable Gicong Detail W I or2 (Sheet 101 Min 2.50D' See Panel Detail I (Sheet 10) EXTERIOR Mn. 1.750' INTERIOR See Applicable 7' Glazing Detail +—r I or (Sheet 10) \ t Mn 2.500" \� � ee Applicable Gbzmg Detail 1 or 2 (Sheet 10) VERTICAL SECTION (-D-) VERTICAL SECTION MIDRAIL $ MIDRAIL GLAZED & PARTIAL RAISED PANEL FULLY GLAZED See Panel Detail 1 (Sheet 10) 10 5 10 INTERIOR EXTERIOR • • • • • • • • See Panel • • • • see Detail 1 (Sheet 10) • • • Ll@facl let 11 • • HORIZONTAL SECTION RAISED PANEL/MIDST •(INA�rI•/E PAN.LF • • . • • • • • • • 'o Z V. Z W - =r 3 N < o �7 � Is1 co oL Z oa -04 G N_ H Z c, G y O M O O OC y uJ 1- 3 V OLu p IW oLu m Q 3 Q Z W L H > o n- O 3W` 0 to a. O Digitalysigned by Emma T. Mellinger, P.E. FL 50049 Date: 134] 04.01 N 'e. E IV No 50049 i9 STATE OF O�c�S c�0R1�P�j�2�: NAI-elJ,`� BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL (See Note) MANUFACTUREF 1 PANEL RAIL/STILE Mahogany Exclusive Wood Doors 2 STEPPED GLASS STOP Mahogany Exclusive wood Doors 3 HEAD & JAMB Mahogany Exclusive Wood Doors 4 SILL (3-PIECE) Mahogany and Al 6063-T5 Exclusive Wood Doors 5 (5a) (5b) MIDRAIL/MIDSTILE Mahogany Exclusive Wood Doors 6 ASTRAGAL Mahogany Exclusive Wood Doors 7 DOOR SWEEP Polyurethane Afco 8 COMPRESSION WEATHERSTRIP Urethane Foam Q-Lon 9 4lZV x 4Yi' BUTT HINGE 12 ga. Steel Penrod 10 RAISED PANEL Mahogany with Plywood Core Exclusive Wood Doors 11 SURFACE BOLTS W/ STRIKE PLATE Stainless Steel Deltano 12 ENTRY LATCH & DEADBOLT Hardened Steel Kwikset 13 INACTIVE STILE FLUSH BOLTS Hardened Steel Penrod 14 TWO -POINT LOCK For INACTIVE STILE Hardened Steel Trilennium 15 FIVE -PT LOCK FOR ACTIVE STILE Hardened Steel Trilennium 16 THREE -PT LOCK For SINGLE DOOR Hardened Steel Trilennium 17 1/4-ROUND GLASS STOP Mahogany Exclusive wood Doors 18 GLASS SPACER Buty Rubber OHEAD AND JAMB O SILL (3 PIECES) Mahogany Mahogany/AI 6063-T5 L r— 4.562' ---1 � 5.825' 0.72( 1220' 11.500' 0L46. OCOMPRESSION WEATHERSTRIP Urethane Foam BUTT HINGE —{ o.668" r 0.550" 9 12 go Steel 4 50 _ ODOOR SWEEP O O 2' Polyurethane O O 1.750' I _f 0.509" OPANEL RAIL/STILE O STEP GLASS STOP Mahogany Mahogany 1.750' 1.000"17 r� 1250' OGLASS SPACER $ Butyl Rubber 0.160" I I� OS00" LO � l V � >4 02 a+ $ 5LL < .21& $o� $ x Z Z a w 6.000 GLASS STOP SURFACE BOLTS Mahogany O Stainless Steel --{0.485' J-- I Sideyew 0.500' -� Bolt Retainer Secured with (2) #8 x ly" Wood SCfeWS NOTE: All "Mahogany" To be one of the Following Materials: 6=' 1. Mara Macho (cedrefinga cateneaformis); (2) 10-24 x lyi, s.g. =0.55; Emin = 1,441 ksi; Sex Bolts MOR =9,865 psi. (recessed and 2. Tropical Walnut (cariniona esfreliensB); Plumed) s.g. =0.68; Emin = 1,520 ksi; --i i— 0250" MOR = 12,032 psi. Face View Data Referenced from CADEFOR. All s.g. data given at 12% moisture content. T 2.000" 0.750 OMIDRAIL/MIDSTILE 10 RAISED PANEL t Mahogany Mahogany with Plywood Core (Wood Panel Both Sides) (See Panel Detail 1, Sheet 10) OM/MIDSTILE O Sa Mahogany Sb (Glazing One Side, Wood Panel One Side) 7F---�- Min.2.5W' — T SEE SHEETS 11 AND 12 FOR ITEMS 13-16 Surface Bolt Strike Plate (— 3.000" --I 1 2.250' I 0.750' 1 1.75' 2.000" T0.625' 0 500 0.625' 1 F MIDRAIL/MIDSTILE O ASTRAGAL Mahogany Mahogany 1.7 (Glazing tt`S�ies` • • • • • •�. 4An. AT •' 1.750" • • •• • •• • • •• • • ••• • cc IH 04 M o� HLL as 3voa Qo� Ha I- W LU LU W Q Q W 3 Q 0 N > o W d 0 to u3 � zg J)Z . O� P ag O J Digitally sign by Emma T. Mellinger, P.E. FL 50049 Date: pasPul"01 00 No 50049 STATE OF : ArZ N A%- (3) #8 x 2.5( P.F.H. Scree rL--� CORNER SECTION 1 RECTANGULAR FRAME TOP ASSEMBLY (3FHScre0w INTERIOR)#.x • ° 4 EXTERIOR (2) 5/8" x S' Wood Dowels (2) 5/8" x S' Wood Dowels (3) 5/8" x S' Wood Dowels 61 CORNER SECTION FRAME BOTTOM ASSEMBLY BRAD NAIL SPACING AT GLAZING STOPS • 2" from Comers • 12' Max. o/c All Sides 9/16" O.A. Laminated Glass 17 Consisting of: --I r-- IM'AnnealedGlass, 18 ga. x 1.2 7 L 0.09(P'Saflex Interlayer by Eastman, BradNails1/4'Annealed Glass18 ga. x 1.25' INTERIOR Brad Nails 0.50' Glass DOW 995 Bite EXTERIOR Siicione GLAZING DETAIL 1 9/16" ANNEALED LAMINATED GLASS 0.50' Glass Bite VD II Glue EXTERIOR V� TITEBOND 11 Wood Glue (2) 5/8" x S' Wood Dowels INTERIOR CORNER SECTION 1 CURVED PANEL TOP ASSEMBLY. TYP. ;tN� z° e u N �x Z W� 0 U sa 7 r a- l INTERIOR 09 1-- ° 0� N G tIf co W C 0�C vH J_ (3) 1"x0.25.' Corrugated Staples 3 V O p Z Q O W EXTERIOR ° iQIL N G O Oi F a TITEBOND II Wood Glue Q 3: < M (3 !N m� H > o V LU wZ CORNER SECTION Wood DowelsLU 1 TOP/BOTTOM PANEL ASSEMBLY, TYP. CC U Q INTERIOR EXTERIOR Z C Z z n W O V h� a O CORNER SECTION o g U CURVED FRAME TOP ASSEMBLY, TYP. 1" O.A. Insulated Laminated Glass Digitally signec Consisting of: 1.75' O.A. Raised Panel by Emma T. 0/4"Tem Tempered Glass, �Consisting of -.Mellinger, P.E. L Space /8" Mahogany 1/4"Annealed Glass, � 1 1 /2' Plywood 50049 0.090" Saflex Interloyer by Eastman, 10 5/8 Mahogany Date: 2016.04. 1 �\ 1/4"Annealed Glass •MER"•/ • �\ ,,`ss�ssfj,tW-0400 INTERIOR • No 50049 so OW 995 1 SiIcIone • 0• 0.59' 1 O;- STATE OF 4U ... GLAZING DETAIL 2 ; ; • PAN�L�AIL•1•• . .;c�`S.41 c�OR10p �j��.`' 1"ANNEALED INSULATED LAMINATED GLASS • • • • OP;bA RAID %NEL • • �iS�ONA� �?%% • • •04 • • • 0 0 • •• ••• •• 72Y•Mox ITEM 13 rY° (AdAot.15L) FLUSH BOLT M\0010II- OIL, Located at Topa Bottom of hm-t'rve Door Lock Sfile to BACK VIEW S- knclive Door Dukq Normd U,e. NOT A SUBSTITUTE FOR SURFACE BOLTS SIDE VIEW FACE VIEW ITEM 14 ITEM (13 ITEM 16 TRILENNIUMO TRILENNIUMO TRILENNIUMO Model 3020 Two -Point Lock Model 3500 fi -Point Lock Model 3000 Ttxee-Pcint Lock fa Double Doan kwctive Sfile for Douce Door Active Sfile for Single Door 2' x Wood Buck by Others $ s Z B (see General Note 3, Sheet 1)- Perimeter Caulk #141-i1&Kwik-Flex Seff-Tapping By Others Screw Installation Anchor r , m ; 2 1" Bolt (I)q' min embed., LL'•�I o Engagement Y�'min. ED in Wood) n `o & 33 Y"Maximum Shim Space g '?e Shoot Bolt Pocket o� W (Mortised into Buck or > Substrate as Necessary) 3 $ 1"x2Y4"x0.06" -2 Shoot Bolt Strike Plate 1 Shoot Bolt with 1"Throw MULTI -POINT HARDWARE oC SHOOT BOLT DETAIL O Z 1 " Wide Face Plate Installation into 2" x Buck and O N W Concrete Shown. Other Substrates N — I= and Appropriate Installation Anchors O ty L j M Q Shall Apply Also. O o&e c Please See Important 3 Q o a J Note on Sheet 12 D d v Q cerning Stoke 1" Wide Face Plate Conlll— N o° _ Plate Anchors Q 3 Q U1 W oft Shoot Bolt with 1"Throw o � N > o Z Q 1"x2Y"x0.06" 1 (' h S 2 Shoot Bolt Strike Plate 4 Z z V Shoot Bolt Pocket (Mortised 8 y 0 to Q into Substrate as Necessary) OC O� by Emma T. �n Mellinger, P.E F 1 " BOIL J - '. •. a` a : '• : 50049 Date:2016.04.0 v d Engagement • .P ., �• • �akkiws�p-0a'oo' Perimeter Caulk by Othe • • • • • •' G E N G' .� • • • • • • • • • • • • • Concrete/Masonry by Others • • • • . No 50049 * : •; Dit YVELCO"UBroCon" InsialatlonA"or " •�• 9• STATE OF ..kr' ��O�F�0R1�P,:N��:: (t inCmbed.,ZV2" ••• ••• • min. AConlrete) • • • • ii S ••• • i 66• ••••� i • • • 15 (Deawdt-3Locations) 1.9 15 (Strikepbte) 1.125' (Shootbdt) 14 1$ (Shaotbolt) INTERIOR Handlewt (Inacfive Panel) Handleset (Active Panel) 4.000' 1 1 1.750" EXTERIOR INACTIVE See Applicable Glazing Detail lor2 (Sheet 10) HORIZONTAL SECTION MULTI-PONT LOCK OPTION Fq" Mauer um Shim Space Handleset INTERIOR ShootBoltPockett (Shootbdl� Into Buck orSubstrate t:(Mortised as Necessary) keplate-3Lo flN ) 15 (•eadboh-3 Locatio.) EXTERIOR HORIZONTAL SECTION 1 SINGLE DOOR MULTIPOINT LOCK OPTION A See Detail O Sheet 7 Installation f-- 3.009' —1 0—.775(Y 2.000' f SURFACE BOLT STRIKE PLATE Exploded View 2.250" 0.438" 1 a N a ; � s1LLa $ 6- Z 2 Z 3 on ® ® 0.625' SHOOTBOLT STRIKE PLATE m CN Face View IMPORTANT NOTE CONCERNING STRIKE PLATE INSTALLATION DEADBOLT STRIKE PLATE Face View At Each Frame -Mounted Strike Plate, Whether at the Head, the Sill, or the Lock Jamb for a Single Door, at Least ONE INSTALLATION ANCHOR, of the Same Ste and Type as Used to Anchor the Frame Shall Also Secure the Strike Plate, Through the Frame and Embed 3.563" 0.969" the Requiad Distance into the Substrate Beneath. 0.436. In the Case of Concrete or Masonry Substrate, ONE Such Anchor Shall be So Employed. In the Case of Wood or Metal Substrate, TWO Such Anchors Shall be ® � ®� ® 0.625" So Employed. These Anchors May be in Addition to Those Called -out for Frame Installation, or, in Cases Where Spacing Considerations Allow, DOUBLE SHOOTBOLT STRIKE PLATE Anchors May be the Same Anchors as Those Caliedoui for Frame Face View Installation. Remaining Strike Plate Screw Holes Shall be Filled with #8 X 3�4" FHWS to Secure Strike Plates to Jambs. y" Matbmum Shim Space See Applicable Glazing Detail 1 or (Sheet 10) Shoot Bolt Pocket (Mortised into Buck or Substrate as Necessary) INTERIOR Han M.t See Applicable Glazing Detail I or (Sheet 10) •�/0 • • •• ke0a.-3 LA—: : i ER : • • RoR-3loc�aUons� • • • • • • • OORIZONT.AU. CTQN . 1 SINGLE:OOR ML:TIPt)INT IpCK OPTION • e SeesDeta6O Sheet 7 fo•Instaiiatlon • • • • •• • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OC II— Z oa N G N W f1]C �; y O M O LU Q H u- 0 U 5 ELU 3 0 Q G O >- ,,,3a VI W Ur y>D o Z in zgWz 3 "' � U p H P J O � Digitallysigned by Emma T. Mellinger, P.E. FL 50049 Date: 2016.04.0 4r��v�OENSF,C�9 N0 50049 STATE OF At. NNE1 INNNINEN1NNENEE1111NEENMENMEN MEN MEN Jill low III mill 19 MEN llmmmllii� 1000111=1 mmmil MEN 11mmm llommllimmm I mmm� mom mom mom mmmi mom oil ■ — — MIM _ NINE WINNE MEN MEN 11MEN NEENEEN Ulu WIN illlM — — — MIN WIN8��8 � 1111M Elm Elm No WIMIN WI-9 WIN Ulu NNE MEN WEE NNEI Elm oil 41 ■ ■ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CdI.- 0 N 0.ci uWz 0 F— f,2 'E 3Qoa a O dQ O N J W Q W_ !! 0-+N aZ CiH 90 Q OU _zg6z 3 H � O o5 Digitally signed by Emma T. Mellinger, P.E. F 50049 Date: 2016.04.0 ME �(ri��'P�CENSF O�9 No 50049 9.• STATE OF L CATEGORY 1600 S. Federal Hwy. #207, • Pompano Beach • FL • 33062 5 (954) 784-6991 Tel . (954) 781-5708 Fax • info@c5es.com Engineering Services, Inc. CA #25854 ENGINEER'S PRODUCT EVALUATION REPORT FLORIDA BUILDING CODE COMPLIANCE (HVHZ) Product Category Exterior Swinging Doors Product Name Outswing Glazed Wood Door Design Pressure +70 psf, -70 psf Impact Resistance Large Missile Impact Resistant Product Manufacturer Exclusive Wood Doors, Inc. 1950 NW 701 Ave., Miami, FL 33126 305 477-7140 .•. Report No. EWD-2160205-Eval Rev No: 1 • • • • • • Report Date 02/05/2016 Rev Date: 03/20/20116' • • • • Code Reference Florida Building Code, Including HVHZ (Current edilim; Evaluating Engineer Emma T. Mellinger, P.E. • Category 5 Engineering Services, Inc. ...... SCOPE OF EVALUATION AND STATEMENT OF CODE COMPLIANCE • This Product Evaluation Report is issued in accordance with the requirements of Florida Administrative Code Rule 61G20-3 for Optional Statewide Product Approval. The above -referenced product has been tested and evaluated as described herein, and found to be in compliance with the current edition of the Florida Building Code, including HVHZ. The above -referenced product is, for the purpose intended, at least equivalent to that required by the Code. PRODUCT DESCRIPTION Product is a stile and rail construction solid wood out -swinging door made from Brazilian Mahogany, or Tropical Walnut woods. Stiles and rails are 1 3/4" thick, and are joined with 5/8" x 5" wood dowels. Glazed door contains glazing and optional solid wood panels. Product and allowable configurations are shown in detail in the Approval and Installation Drawing "EWD-2160205- Install." SUBSTANTIATING DATA The following documents substantiate the evaluation contained in this report: • m ami-Dade County Notice of Acceptance f8r Exclusive Wood Doors Glazed Outswing Wood Doors (NOA #15-0413.12). • Miami -Dade County Notice of Acceptance for Saflex Laminate Interlayer (NOA #15- 1201.11). • Test Reports (Certified Testing Laboratories, Inc. Reports No. CTLA-2016W, CTLA-836W, CTLA-836W1, and CTLA-836W2 for tests TAS 201, 202, 203). • Anchor Calculations (technical report "EWD-2160205-Anchors," prepared, signed and sealed by Emma T. Mellinger, P.E.). Page 1 of 2 • Glazing Calculations per ASTM E1300 (technical report"EWD-2160205-Glass," prepared, signed and sealed by Emma T. Mellinger, P.E.). • Approval and Installation Drawing (drawing "EWD-2160205-Install" prepared, signed and sealed by Emma T. Mellinger, P.E.). INSTALLATION Product shall be installed in accordance with the Approval and Installation Drawing "EWD- 2160205-Install" prepared, signed and sealed by Emma T Mellinger, P.E. LIMITATIONS AND CONDITIONS OF USE Use of the above -referenced product shall be in strict accordance with this Evaluation Report and the Approval and Installation Drawing " EWD-2160205-Install." For all other conditions, a site specilia • design shall be prepared by a Florida -registered Professional Engineer. • • • • • • • • • • • • o. • Product meets requirements for the High Velocity Hurricane Zone (HVHZ). • • • • • • • • • • • • • • • • Maximum Tested Frame Size: 74 '/4" x 122" • • • • • • • • • • • • Maximum Daylight Opening: 24" x 104" ' ....' :' • "' ..... • Maximum Design Pressures: +70 psf, -70 psf • • • • • • • • • • • • : • • • • ' • Water Resistance Test Pressure: 10.5 psf " • • 000 • • • •. • • Product is rated Large Missile Impact Resistant (HVHZ, Wind Zone 4, Missile JevtI 3)). 00,000 .•.•.• • .. • • • • • • ENGINEER'S STATEMENT OF FINANCIAL INDEPENDENCE •• • This statement certifies that Emma T. Mellinger, P.E. does not have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Emma T. Mellinger, P.E. does not have nor will acquire a financial interest in any other entity involved in the approval process of the referenced product(s). \LENS+• .,�• •� 4 No 50049 = -.0 : p S TAT E OF : 44/ A. ;��,9/0 NACe , E�� Digitally signed Hlby Emma T. Mellinger, P.E. FL50049 oll Date: 2016.03.20 Emma T. Mellinger, P.E. PE 50049 02/05/2016 06:29:10-04'00' Page 2 of 2 1/15/2018 Florida Building Code Online • •� yam- 74 61=15 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map ! Links i Search Fora 4.1ali Product Approval -USER: Public User , 4r�x: Product Approval Menu > product or Application Search > Application USt > Application Detail Application Type Code Version Application Status Comments ArchIv-U-' Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL17595-RI Affirmation 2017 Validated EMC Windows and Doors, LLC. 455 E. 10th Ave. i .0. Hialeah, FL 33010 +• • (305) 283-6280 990609 EMCwindowsdoors@gmail.coW0 ;: • Yiping Wang 0++000 yiping@mcyengineering.com 0 0.0 0 Carlos Perez „ • • , • 455 E. 10th Ave. ; • Hialeah, FL 33010 (305) 283-6280 : • • EMCwindowsdoors@gmail.com • • • Windows' Horizontal Slider •••• •••••• • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Yiping Wang PE-55983 12/31/2017 Sifu Zhou, P.E. Validation Checklist - Hardcopy Received FL17595 Rl COI Certificate of Independence SS odf Referenced Standard and Year (of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQp/o2fXXJvJOHEG4xCJdXrZSC%2fEXkjp/`2bRJKeXPTZ9fg°/p3dp/p3d 112 1 /15/2018 Florida Building Code Online FL17595 RI Eauiv Statement of Eauivalence - HR2100 SS Ddf Sections from the Code -' I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes 'No N/A FL17595 R1 COC FBC 2017 Affirmation Letter f117595 SS Ddf Product Approval Method Method 1 Option D Date Submitted 01/11/2018 Date Validated 01/12/2018 Summary of Products i.._..._..---.._._....._...._..._.._...._......__.... -........__.._l. FL # Model, Number or Name Description • • • • i 17595.1 HR 2100 Aluminum Horizontal HR 2100 Aluminum Horilontal Gliding Windsor• L.M.I. 8@9.M91P4 Sliding Window • i •••• V. • Limits of Use Installation Instructiohs • • • • • • • • • • • • Approved for use in HVHZ: Yes FL17595 R1 II AD15-1,44 S-l5 SS.odf • • i. Approved for use outside HVHZ: Yes Verified By: Yiping Wang PEs 5983 • • • • • • Impact Resistant: Yes Created by Independentl'hlrtl arty: Yes • • • • • Design Pressure: +90/-100 j Evaluation Reports • • • • • • • • • Other: FOR DESIGN LOADS VS. WINDOW SIZES, SEE FL17595 RI AE Evaluaii*ia &*wrt S5 Ddi • • • • • • • • i INSTALLATION INSTRUCTIONS. Created by Independent•Vrtj'drty: Yet • • • ; • • •. •, r • • • • •••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgvYdg2pO%2fXXJvJOHEG4xCJdXrZSC%2fEXkj%2bRJKeXPTZ9fg%3d%3d 2/2 R PANEL V-1 w1ulm VENT WIDTH TYPICAL ELEVATIONS TESTED XOX (1,', 3) ONE ANCHOR AT 53 118" CENTER PER M4LL FRAME WIDTH 3 1/2 c. TVP f-7" 9 3"'2T. HEAD!SI L ORNERS AT HEA i iLL 0l6 A F G 20z mw R?L 4 m C n Z o w x B a � o U c 23" 211/4" D.L.O. (FIX. LITE, D. 26 8* 26 318" VENT WIDTH TYPICAL ELEVATIONS 3 TESTED (OX,XO) THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. r TWOM1CNOR5 ATFIXED ONE ANCHOR Ai / PANE. =r,i EnuA,. SPACINC, �f.F FR PANFi WINDOW WIDTH 3 1/2 n+ x.TVP. 7" 16 tl8" MAx. HFADIS L ORNERS �T THEAD/SILL A ! C I I i E F i F G z I i cow — z is = `� x O12 L I , � � ,O OO I f w O, B D I I 22 3!8" 52" 22 3/8" VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS TESTED XOX (41, 2, 4) HR 2100 ALUMINUM HORIZONTAL ROLLING WINDOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 201012014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). HORIZONTAL SLIDING WINDOW RATED FOR LARGE AND SMALL MISSILE IMPACT AND DOES NOT REQUIRE SHUTTERS. ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS S2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BF• I•IST`fj fP�CEQ AS VOW44 %DETF,II•S, ANCHORS EMBEDMENT TO BASE MATERIIu S AL B O%ID WALA6 DWSFbING OR STUCCO. ANCHORING OR LOB SING &VDT IOjS JOT. Hokt j IN TIAESE DETAILS ARE NOT PART OF THIS APPROV40 000 • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS INC4UDIW4iaWT NOT LWITE16iOSTEELiA1EWAL SCREWS, THAT COME INTO CONTACT WIT♦•I OTHEROISSIMILl.4 MATERIALS SHAL I@IE& TOE REQUIREMENTS OF THE 2010/2014%dRID*UILQIN� gWE S.CTI.1 /_ PPLtA E. • • • • • • • • • • • APPROVAL APPMES T061NGLE UNFM OR BIDE BY SIDE COMBINATIONS OF HR-HR OR HORIZONTAL ROLLING WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM _WIN_DOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM • • ••• • • • • • • • • • • • • FL #17595 r•.l` E. CSTRATp 9Atr11 ♦R % OF s Im+scr ,s-aza .z R�OR C1d�� AD15-14 ��FS310NP April 1st, 2015 z 1/8- ANNEAL GLASS 090'GLASSLAM SAFETY PLUS II RESIN EXT. 118' ANNEAL GLASS g o c zz 20 s _ 16 DOW 9958ACK SILICONE M GLASS TYPE "A" 5/16" OVERALL LAMINATED GLASS 118' ANNEAL GLASS (1/B" TEMP. GLASS FOR USE INSMALL MISSILE AREA) EXT. 318" AIR SPACE .090' GLASSLAM SAFETY 22 PLUS If RESIN 36 118" ANNEAL GLASS 20 16 DOW 995 BACK SILICONE U O O N N N m� z y a� ('j Z o W 0) a W 0) W 0 m Z 5 Z Z <m W y F } 0 m V n a C F G pp W a C q A n a GLASS TYPE "B" 0 J z O C H O O O Q i f i p Z 3 $ U lL q o Z g W w w Q z = n 13/16" OVERALL INSULATED LAMINATED GLASS. NOTE: GLASS CAPACITIES N THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • w_ �w • , W� ovA.LMw ��i N FL (/17595 �� ev1 CRtRAE PP��,,R�E�� flq� • • of tu '�� ,�'4�5'310NR' ��•`` AD15-14 sxeeT sz • • • • • ' ' ' ADril 1st, 2015 DESIGN LOAD CAPACITY -PSF (XO & OX) GLASS TYPE A GLASS TYPE B WIDTH WIDTH 26112" 37" 531/8" 63" 74" 26112" 37" 531/8' 63" 74" HEIGHT HEIGHT 26" +90 +90 +g0 +g0 +90 +65 +65 +65 +65 +65 -100 -100 -100 -100 -100 26" -75 -75 -75 -75 -75 38-3/8" +90 +90 +90 +g0 +90 +65 +65 +65 +65 +65 -100 -100 -100 -100 -100 38-3lB" _75 -75 -75 -75 -75 50-5/8" +90 +g0 +g0 +g0 +g0 +65 +g5 +65 +65 +65 -1D0 -100 -100 -100 _g2.8 50-5/8" _75 -75 -75 -75 -75 63" *65 +65 +65 +65 +65 +65 +65 +65 +65 +65 -75 -75 -75 -75 -7t.5 63„ -75 -75 -75 -75 -73.5 741i4" +65 +65 +65 74114" +65 +65 +65 -75 -75 -75 -75 -75 -75 76" +65 +65 +65 76 +65 +65 +65 -75 -75 -75 -75 -75 -75 DESIGN LOAD CAPACITY -PSF (XOX 1/3-1/3-1l3) GLASS TYPE "A" GLASS TYPE "B" WIDTH WIDTH 531%8" 63" 74" 941l2" t11" 531i8" 63" 74" 941/2" 111" HEIGHT HEIGHT 26" +90 +90 +90 +90 +90 +90 +90 +90 +65 +65 -t00 -100 -100 -100 :100 26„ -100 -100 -100 -75 -75 38-3l8" +90 +g0 +g0 +90 +90 38-3/8" +gp +g0 +g0 +65 +65 -t 00 -100 -100 -100 -100 -100 -100 -100 -75 -75 50-518" *g0 +90 +gp +g0 +g0 +g0 +g0 +90 +65 +65 -100 -100 -100 -100 _tpp 50-518" -100 -100 -100 -75 -75 63" +65 +65 +65 +65 +65 +65 +65 +65 +65 +65 -75 -75 -75 -75 -75 63„ -75 -75 -75 -75 -74.1 DESIGN LOAD CAPACITY -PSF (XOX 1/4-1/2-1/4) GLASS TYPE "A" GLASS TYPE "B" . WIDTH WIDTH • • • • 53 1/8" 63" 74" 94 1/2" 111" 531 I8" 63" 74" ii2" i11 HEIGHT HEIGHT • • • • • • • • • • • • 26" +90 +90 +90 +g0 +gp +65 +65 • • +65• • •6y •65• -100 -100 -100 -100 -100 26„ -75 -75 -75 -75 -75 38-318" +g0 +gp +9D +g0 +g5.5 +65 +65 +65 +65 +65 -too -100 -too -too -Bss 38-3i8" -7s -7s ��5 • •7s • • as• • 50-5/8" +g0 +g0 +g0 +90 +69.7 +63.6 +63.6 • • +6 6 •+6�6 +65 -100 -t00 -100 -t00 -69.7 50-5/8" -75 • -75 • • -7i •7i • 21.9 63" +65 +65 +65 +65 +56 63„ +63.6 +63.6 +636 •+i�6 +57.7 • -75 -75 -75 -75 -56 -63.6 -63.6 -63.6 �3.6 -57.7 4 d d c° 4 a a ° CONCRETE ° CONCRETE i BY WOOD BUCK 1 BY WOOD BUCK i , _ 43 TYP. ANCHORS SEE ELEV. FOR 72 TYP. ANCHORS SPACING SEE ELEV. FOR /1 �n SPACING ADETAIL DETAIL AT X PANEL v AT O PANEL VA o s 0 c c z 3 TYP. ANCHORS TYP. ANCHORS 11 SEE ELEV. FOR SEE ELEV. FOR SPACING SPACING 42 28 W7 42 1 BY WOOD o ms•• ••• • • • • • •• BUCK io • • • • • • •, ° CONCRETE w • CONCRETF• • • • • • • • RE JT DETAIL EocE owr. • • wDET 1 • • • • • • • N� U AT X PANEL • S O O AT A F14WLe:* i • • • : • • • • • • • • Hp1R ISL, cU13 • •• •• • • • •• •• 009 • • 0 ••• 0 0 a° ° a G VENT WIDTH 40 13 7 17 13 40 >HIM D.L.O. 1. ' A1gx SHI ^ o TYP. ANCHORS IT APPLICABLE TO ° TYP. ANCHORS 61 FRAME > 50 518" ONLY SEE ELEV. FOR SPACING - -- a �r9N' t6@DME Ta APPLICABLE TO > 50 5!8" FRAME ELEV. ONLY SEE FOR SPACING z i v q w gW N� m META EXTERIOR om V m W y STRUa U E g 9 21 4 9 9 14 21 u JAMB INTERLOCK X JAMB CONCRETE OR Z o WINDOW WIDTH MASONRY H DETAIL C DETAIL r DETAIL w Z l u a W O k I Q E_" u a m - � VENT WIDTH VENT WIDTH 13 8 17 lie, IA' .SHI1 D.L.O. TYP. ANCHORS APPLICABLE TO D.L.D. 1 "IAPY. SHIN ° •a FRAME > 50 518" TYP. ANCHORS 3 S J E ONLY SEE ELEV. FOR SPACING APPLICABLE TO MIN. FRAME > 50 518" M EDRtEYJT ONLYONLY SEE ELEV. Ig A J c N m O �. FOR SPACING S is a ` w ❑ a v ° i� _w o Z xjc w — o ,3 U) W s o 3: w 0 ea_o APPROVED EXTERIOR ° Z MULLION 40 21 14 9 9 4 21 D.L.O. 21 4 9 9 14 21 40 a (UNDERL SEPARATE X JAMB INTERLOCK INTERLOCK X JAMB CONCRETE OR $ U i APPROVAL ••• • • • • • •• MASONRY W n WINDOW WIDTH ••• • • • • • • • • m E DETAIL OPP. C DETAIL f OPP. •�+ • Teti • •• • r ••• •• �, DETAIL �,v� V �i WAIN, w FL q rrr #17595 �� 4�•R@/ —�'RTwifiq RE N* naxc w-oe-Ia �� b MOlta • • • • • • • • • • • *00 • NQC1 77/ rr AD15-14 ,CF101;w+�� SSIONF \\\\ SHEET 54 • April 1 st, 2015 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• 0 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE'A' - 1/4" ULTRACON BY'ELCO' Fu = 177 Ksi Fy = 155 Ksi • INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD • THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE'B' - 1/4" TEKS OR SELFDRILLING SCREWS (GRADE 5 CRS) Fu = 120 Ksi Fy = 92 Ksi • INTO METAL STRUCTURES STEEL : 16 GA THK. MIN (Fy = 36KSI MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE'C' - #14 SMS OR SELF DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS. 0.090" THK MIN. (NO SHIM SPACE) WEEP HOLES / W1 = 3/8" X 1 1/2" WEEP HOLES /- AT 8" FROM EACH END (2) PER PANEL. SEALANT ALL FRAME AND VENT CORNERS AND INSTALLATIONS SIZES SEALED WITH SILICONE. MASONRY ASTM C90 GROUT FILLED CONCRETE BLOCK ASTM C90 HOLLOW CONCRETE BLOCK CONCRETE fc= 3,000 PSI MIN. ANCHOR MIN. EDGE DISTANCES • INTO CONCRETE AND MASONRY = 1-314" MIN. • INTO WOOD STRUCTURE = 1" MIN. • INTO METAL STRUCURE = 3/4" MIN. x�#8-1" PH SMS FRAME TOP CORNER / • • • •• • • • • • FRAME Bf5jOM•Q2RN:R • • • • • 48-1" PH SMS VENT TOP/BOTTOM CORNER • • • • • • • • • Hp111 1 SL, Lu 19 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • April 1st, 2015 • •• •• • • • •• •• ••• • • • ••• • •