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WS-14-1034BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL Miami Shores Village .ECT) Building Department MAY 20 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �Y Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No.S /y''®.3�• Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [_]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5-76— /L/Z-- /oco S -V -j r Folio/Parcel#: Is the Building Historically Designated: Yes NO U Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address:- 575 1(j� f o k City: A 6,"1 1 5�( cf-5- Tenant/Lessee Name: Email: 1360 A -,Tk) Stater Zip: -Y/ TF PhnnP#- 7 ��7 P 3061 76.5—q MWINNIM CONTRACTOR: Company Name: li9,q (- v tWJ � Phone#: Address: City: -State: Qualifier Name: State Certification or Registr Certificate of Competency #: DESIGNER: Arc ' Engineer: Phone#: Add s: City: State: Zi1): g �� � 3-R Value of Work for this Permit: $ Square/Linear Foota a of Work: Type of Work: ❑ Addition - Alteration ❑L New ❑ Repair/Replace ElDemolition Description of Work: F/� ©J" T Cope ) J A a( Specify color of color thru tile: Submittal Fee $_ c)6 • Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ 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 if y 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 a�proved and a reinspection fee will be charged. ER or AGENT The foregoing instrument was acknowledged Pore me this day of 20 f . by who is personally known to me or who has produced 10,Q Dd1-77-AV1-z9' as identification and who did take an oath. NOTARY PUBLIC: Sign Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 , by , who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: �. rant: L4,, Notary Public Stale of Florida Seal: Joanna M FelicianoSeal: 18 My Commission FF 082753 E resO1/12x20 *+Kik*�k�kakak�[e�k�k�k&�k*ah*4�k�k�k*�k�k�k*&�k**�k*�k+R*4+k�k�k*�k*+k*�k�k�k4�k*�k�k+kk�k�kakak�%��k�k+k+kik*8�k�k�k�k�*�k�k�k�k+k�k�k�k�k�k�k+k�k�kakak�RakNe*�kakakakak�k&�k�kM�e�k4�kM APPROVED BY S f / Plans Examiner Zoning Structural Review Clerk as (RevisedO2/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: A IQ o1-Vlli t�G�,�l DATE: I D 1 q ADDRESS: ��� Ai E 1 p �o Sf ' 1Q/IM{ Shotes 3313F Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 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. l q, Initial 111` t 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 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 li se(;bers 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 year after the construction is complete, the law will presume that I built or u tantially improved it for sale or lease, which violates the exemption. d Initial • 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. n 1v 1. Initial ' 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working 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 county or municipal ordinance. Initial PA I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder perm`t tfiat` % 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 + II 1 I 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 •�' I 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.myfioddalicense.com/dbpr/pro/C*lilbrindex.html Initial VAII 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: fs- A) F- 10 Initial A 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 M 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 c0l day of /��! , 20,Jq By �4M g4&" ( who was personally known to me or who has Produce+] there License or ,H6Z ^�( ��/-� as identification. CI47M #V ft. Notary Public State of Florida Joanna M Feliciano < My Commission FF 052793 ��wo� Expires 01/1212016 oyA a —•7 /q -!n, MAY 2 0 2094 de+acVieA ga,cale • � `�° �?` cid , "t�L � v►`�►g r � owe (© ut -� /06!5+ M i aw+ 1 She res FL. 3-3131 %e placem evii of fro n W seotxr'i+y deo 3f+ 9 (o ."Tf�- t�Dvr r CIDtk+S4) I b haw Florida Building Code Online Page 1 of 3 tlil d:A BCIS Home Log In User Registration Hot Top �cs Submit Sur ha uc Stats & Facts �ublca[ions FBC Staff BCIS Site Map Links `cearct�. Business i�1aeSs�®C1�) I ('!1Product Approval Professional USER: Public User I i .> . ...___...> Application Detail 1!! FL # FL12769-R2 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments t Archived Product Manufacturer Address/Phone/Email I Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 205-1171 garyr@jeld-wen.com Gary Rollinson fbc@jeld-wen.com JELD-WEN Corporate;Custo�er Service 373/ Lakeport Blvd. Klamath Fails, OR 97601 (800) 535-3936 customerserviceagents@jel d-wen.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing t Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 ASTM E331 2000 TAS202 1994 Equivalence of Product Standards I Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9XI... 5/16/2014 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved :Summary of Products Mo 12769.1 Co I Method 1 Option A 03/07/2013 03/07/2013 03/14/2013 Page 2 o 1 I http://www.floridabuilding.org/pr/pr_app_dU�.aspx?param=wGEVXQwtDgsm F'.BcODh9X1... 5/16/2014 del, Number or Name Description ntour Premium Steel Wood 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Inswing Door Edge Glazed Door System with and without Sidelites Lom NtS-0 f Use Certification Agency Certificate Approved for use in HVHZ: Yes , r `!tf I' _ � ....... - 1- L. Approved for use outside HVHZ: es - Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2017 Design Pressure: +55/-55 Installation Instructions Other: Product Can Be Installed In he X, OX/XO, OXO, XX, OXX/XXO, and OXXO Configurati ns Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions. Since product does not Infiltration for 'neet water Created by Independent Third Party: Yes requirement HVHZ, it ust be installed per Evaluation Reports overhead requirements as identified n Sec:. 4410.2.3.2 of the Florida RBC. T – --i—=_ --_ Created by Independent Third Party: Yes -- 12769.2 Contourerzium Preel— St Wood 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Inswing Door l Edge Glazed Door System with and without Sidelites J Limits of Use _ Certification Agency Certificate Approved for use in HVHZ: Yes; L1Z ___--_._-,r- 1,: g<>;_,T;, E< j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2017 Design Pressure: +66/-66 Installation Instructions Other: Product Can Be Installed In he X, OX/XO, OXO, I1`2 -YC,(,: i".:? fl0087'm SS.pdf XX, OXX/XXO, and OXXO Configurations Per Installation .±0087'm Verified By: Hermes F. Norero Florida PE No. 73778 Instructions; and Must Be Installed With Surface Bolts. Created by Independent Third Party: Yes Since product does not meet water i filtration Evaluation Reports requirement for HVHZ, it must be Installed per overhead F=l, %769 F;e AE i'ER2 92 SS.pdf requirements as identified in Sec. 4410.2.5.2 of the Created by Independent Third Party: Yes Florida RBC. 12769.3 Contour Premium Steel Wood 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Outswing Door Edge Glazed poor System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL F._7CC:. �: NiQ09887-R-.'.p Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2017 Design Pressure: +55/-55 Installation Instructions Other: Product Can Be Installed In he X, OX/XO, OXO, >' XX, OXX/XXO, and OXXO Configurati, ns Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions. Since product does not meet water Created by. Independent Third Party: Yes Infiltration requirement for HVHZ, It i ust be Installed per Evaluation Reports overhead requirements as Identifiedn Sec. 4410.2.3.2 of the Florida RBC. Created Indepiendent Thir by;d Party: Yes 12769.4 =Gdr' _ ium Steel Wood _ 1y'-0" x 6'-B", Glazed, Steel, Wood Edge, Outswing Door oor System with and without Sidelites Limits of Use _ Certification Agency Certificate Approved for use in HVHZ: Yes ----._...__ ._...:........... ...... _.:.. Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2017 Design Pressure: +66/-66 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, .;: XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions; and Must Be Installed With Surface Bolts. Created by Independent Third Party: Yes Since product does not meet water itifiltration Evaluation Reports requirement for HVHZ, it must be Installed per overhead requirements as Identified in Sec. 4410.2.3.2 of the Created by Independent Third Party: Yes Florida RBC. 12769.5 Contour Premium steel Wood 3-0 x 6-8, X, Single Out Swing Door with Vent Lite, Edge Glazed Door meets water Infiltration . Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes -`<- , ;; :-=_1. A(.i Ii Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2017 Design Pressure: +55/-55 Installation Instructions Other: Product meets water inflltra}Tion requirements for ;;__ I http://www.floridabuilding.org/pr/pr_app_dU�.aspx?param=wGEVXQwtDgsm F'.BcODh9X1... 5/16/2014 NOTICE OF PRODUCT CERTIFICATION ����-,-,•� Company: JELD-WEN Doors Certification No.: 3737 Lakesport Boulevard Certification Date: NI009887-112 Mage 4 05/17/2009 Design Missile ID� Klamath Falls, OR 97601 Expiration Date: 03/31/2017 or Revision Date: 03/05/2013 ,a.ern Drawing Number & ;ate Product: Jeld-Wen's Wood Edge Steel Door w/ or w/o Side-Lites (w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00/AAMA 1304-02 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 atNAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./4794 George Washington Memorial ;Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE- Inswing Glazed Design Missile _ Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswin --0>—a4Tue Size Pos/Neg Rated ---- Comments XX I/S or O/S Glazed 612" x 6'l 0" +55/-5.5 No NCTI.-110-11987-1/110-11988-1 Double �9a� Panel Size: 3'0-' x 6'7"/Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: A008730/A008731 XX I/S or O/S Glazed 6'2" x 6'l 0" +66/-66 No NCTI.-110-11987-1/110-11988-1 Double blas Panel Size: 3'0- x 6.7-YDaylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details 71 XXO/OXX I/S or O/S Glazed 914" x 6'10" +55/-55 No NCTL-110-11987-1/110-11988-1 Double w/Sidelite Max Panel Size: 3'0" x 6'7"!Daylight Opening: 1'9" x 5'3" w/o Surface Bolts - --- --- - ---- - Installation Details: A008730/A008731 XXO/OXX I/S or O/S Glazed 914" x 6'l 0" +66/-66 No NCTI: 1 10-11987-1/110-11988-1 Double w/Sidelite 41ax Panel_ Size_: 3'0" x 67/Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: A008730/A008731 OXXO I/S or O/S Glazed 12'5" x 6'l 0" +55/-55 No NCTL-110-11987-1/110-11988-1 Double w/Sidelites Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: A008730/A008731 OXXO I/S or O/S Glazed 12'5" x 6'10" +66/-66 No 110- 1 0-11987-1/110-11988-1 Double w/Sidelites Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: A008730/A008731 National Accreditation & Management Institute, Inc./4794 George Washington Memorial ;Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE- NAMI NOTICE OF PRODUG7 CERTIFICATION Certification No.: Date: Revision Date: Certification Program: S ructural x Company: J Id -Wen Code: J4104-3 I� The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria have been satisfied. The products and systems listed below are approved for listing in the Rirect ry of Certified Products at www.NAMICertiiication.com. Please 'i revi w, and advise NAMI immediately if data, as shown jrequires corrections. Company: Jeld-Wen Doors 3737 Lakesport Bou evard Klamath Falls, OR 7601 Product Line: Jeld-Wen's Wood Edge Steel Entry Doors Test Report: NCTL-110-11987-1 & NCTL-110-11988-1 Section 1: General Description of the Products and Systems under this Certification i � 1.1 Frame: The frame jambs consist of wood with'all corners coped and butted. The head/jamb corners were fastened with three (4) 16 ga 7/16" crown x 2" long staples per corner. The threshold was attached to the side jambs with three (3) 16 ga 7/16" x 2" long wire staples and (2) #8 2-1/2" long screws at each end. 1.2 Door Panel/Sidelite Construction: Each door panel was constructed from two (2) face sheets of 24 gauge (0.021" minimum) galvanized steel and an internal expanded polystyrene foam core. �� y 1.3 Sidelite Glazing:', Tlie overall insulated glass' unit was comprised 'of two (2) 1/8" sheets of clear tempered glass. I National Accreditation & Management institute, lac. 4794 George Washington Memorial Highway, Hayes, VA 23072 TEL(804) 684-5124 FAX(804) 684-5122 P Certification No.: NI009887-R2 Page 2 Section 2: Registered Suppliers i 2.1 Door Lites: ODL 2.2 Astragal: I Endura Ultimate Hurrican� 2.3 Sills Endura ZOBL4566/Endura FOB4566A Section 3: Additional Supportive Test or Accepta>�cc Data provided with Certification Dolpum ntation included: 3.1 Surface Burning Caracteristics of Building Materials, ASTM E84- 08, Dylite Ezpandab a Polystyrene, Intertek Rep rt Number 3113726SAT-001 Rev.1. 3.2 Standard Test Methods for Tension Testing of Metallic Materials, ASTM E8-08, Steel Door Skins, ETC Laboratorii s, Report No. ETC -08-056-21686.0. W See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you I gO have any questions regarding this certification, please contact NAMI at (804) 684-5124. ° i I i :ill National Accredlation & Management Institute, Inc. I' j 4794 George Washingt n Memorial Highway, Hayes, VAS 23072 TEL (804) 84-5124 FAX (804) 684-5122 i kl f! i � i i III i t I See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you I gO have any questions regarding this certification, please contact NAMI at (804) 684-5124. ° i I i :ill National Accredlation & Management Institute, Inc. I' j 4794 George Washingt n Memorial Highway, Hayes, VAS 23072 TEL (804) 84-5124 FAX (804) 684-5122 i kl f! i � i NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: NI009887-112 Page 3 3737 Lakesport Boulevard Certification Date: 05/17/2009 Klamath Falls, OR 97601 Expiration Date: 03/31/2017 Revision Date: 03/05/2013 Product: Jeld-Wen's Wood Edge Steel Door w/ or w/o Side-Lites (w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00/AAMA 1304-02 Maximum 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�o !'nrF:4inr� Prnrinr4 i.ic4ino at asaaav �Tamirprti iraiFinn_enm_- NAMIOc Vprtifiientinu Prnaram is acereditpd by The American National Standards institute (ANSA. National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Missile Test Report Number Configuration ---or - or Maximum Pressure -Impact Drawing Number & Outswin Opaque Size Pos/Neg Rated _ Comments X I/S or O/S Glazed 3'2" x 6'l 0" +55/-55 No NCTL-110-11987-1/110-11988-1 Single - Max Panel Size: 3'0" x 6'7'/Daylight Opening: 1'9" x 5'3" S w/o Surface Bolts Installation Details: A008730/A008731 X I/S or O/S Glazed 312" x 6'10" +66/-66 No NCTL-110-11987-1/110-11988-1 Single Max Panel Size: 3'0" x 6'T'/Daylight Opening: 1'9" x 5'3" g w/Surface Bolts Installation Details: A008730/A008731 OX/XO I/S or O/S Glazed 693" x 6'10" +55/-55 No NCTL-110-11987-1/110-11988-1 Single Max Panel Size: 3'0" x 6'T'/Daylight Opening: 1'9" x 5'3" g w/Sidelite w/o Surface Bolts Installation Details: A008730/A008731 OX/XO ------ I/S or O/S Glazed 693" x 6'10" +66/-66 -- - — -No NCTL-110-11987-1/110-11988-1 - Single Max Panel Size: 3'0" x 6'7'/Daylight Opening: 1'9" x 5'3" w/Sidelite w/Surface Botts - ---- -- _ - - — -- Installation Deta11;�008730/A00 — - - OXO I/S or O/S Glazed 9'4" x 6'10" +55/-55 No NCTL-110-11987-1/110-11988-1 Single Max Panel Size: 3'0" x 6'7'/Daylight Opening: 1'9" x 5'3" g w/Sidelite w/o Surface Bolts Installation Details: A008730/A008731 OXO - -- I/S or O/S Glazed 9'4" x 6'10" +66/-66 No NCTL-110-11987-1/110-11988-1 Single Max Panel Size: 3'0" x t Opening: 1'9" x 5'3" W/Sidelite S� Bolts - - - -- - - - -- - Installation Details: A008730/A008731 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: ]NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: NI009887-R2 Page 4 3737 Lakesport Boulevard Certification Date: 05/17/2009 Klamath Falls, OR 97601 Expiration Date: 03/31/2017 Revision Date: 03/05/2013 Product: Jeld-Wen's Wood Edge Steel Door w/ or w/o Side-Lites (w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00/AANIA 1304-02 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 .Namiceriification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed _- _. Design Missile _-__ --- ---Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswin Opp u Pos/Neg Rated - Comments >Ize - XX I/S or O/S Glazed 6'2" x 6'l 0" +55/-55 No 110- 1 0-11987-1/110-11988-1 _ Double Max Panel Size: 3'0" x 6"r /Daylight Opening: 1'9"x 5'3" w/o Surface Bolts Installation Details: A008730/A008731 XX I/S or O/S Glazed 6'2" x 6'10" +66/-66 No NCTL-110-11987-1/110-11988-1 Double NI x Panel Size: 3.0-' x 67713aylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: A008730/A008731 XXO/OXX I/S or O/S Glazed 914" x 6' 10" +55/-55 No 110- 1 0-11987-1/110-11988-1 Double W/Sldellte Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9"x 5'3" w/o Surface Bolts -- - - -- --- --installation Details: A008730/A008731 XXO/OXX I/S or O/S Glazed 914" x 6' 10" +66/-66 No 110- 1 0-11987-1/110-11988-1 ---Double w/Sidelite ---- - Max Panel Size: 3'0" x 6'T'/Daylight OOening: 1'9" x 5'3" - - — — - _- --_ - w/Surface Bolts Installation Details: A008730/A008731 OXXO US or O/S Glazed 12'5" x 6'10" +55/-55 No --- -NCTL-110-11987-1/110-11988-1 Double w/Sidelites Max Panel Size: 3'0" x 6'T'/Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: A008730/A008731 OXXO I/S or O/S Glazed 12'5" x 6'10" +66/-66 No 110- 1 0-11987-1/110-11988-1 Double Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" w/SidelitesMax - --- --- - — -- — ---- w/SurFace Bolts Installation Details: A008730/A008731 ELO-MEN ® INSTALLATIOI9 DETAILS OURS PREMIUM EL EDGE LTTE Old 'fMPACT INSWING t9P TO 12'-0" 61-8" GENERAL NOTES 1. THIS PROD S DESIGNED TO COMPLY WITH CURRENT. INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL - CODE (hR.0 ) A E CURRENT . FLORIDA BUILDING COOES-(FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE TO TAS 202-94, AS 330-02, E283 04, E331 00 AND AAMA 1304-02. 2. 1X AND 2X WOOD BUCKS THERB AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SP GRAVITY OF 0.55 OR GREATER 3. CONCRETE OR MASONRY MUST B CHOKED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL HAVE A MINIMUM Fc OF 3000ps1 OR RY/CMU SHALL CONFORM TO ASTM C90. 4. PRODUCT ANCHOR TYPES AND SPACING HOWN ON SHEETS 6 & 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMB TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. THIS DOCUMENT SUPERCEDES OTHER ANCHOR I - TION 149"MAX FRAME INSTRUCTIONS FOR NON -IMPACT RATED DOORS. R ER 37112" MAX. IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO J EN - —111 1/2' MAX. FRAME FRAME TYP. DOCUMENT #J11106 (INSTALLATION INSTRUCTIONS FOR DLO (� PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN SHT WEBSITE: JELD4YEA! COMA.EARNIRESOURCES1 - - 8. WHEN IMPACTRPROTECTIUON S REQUIRED. NEEDED °t w o INSTALLATION & FINISHING/. FLORDA VED RS ARE x - o TABLE 1 -- ro OVERHANG 7. NTEGRAL MULL POSTS & DOUBLE -BACK JAMBS w O ( LENGTtI ARE INTERCHANGEABLE. SEE SHEET 3 FOR -- - • • \ - --- ® a (7 xc * NOTE: PRODUCT HAS NOT BEEN RATED FOR ---( MULLING INSTRUCTIONS. z WATER INFILTRATION. IF AUTHORITY HAVING 8. ALL FASTENERS IN WOOD SHALL --- in N I „„ "" ��„ • „RES THAT PRODUCT MEETS -- BE COUNTERSUNK 3116" DEEP. ? O w I THIS REQUIREMENT, PRODUCT SHALL BE USED U) WHEN INSTALLED AT LOCATION PROTECTED BY 1.. _ m M N EXAMPLE: J16"—• { IQA OVERHANG SUCH THAT OVERHANG (OH) RATIO = r, o to w O �� FaEo FaED OH LENGTH- OH HEIGHT IS 1.0 00 � - DOUBLE BACK Addendum to NANII OVERHANG � ° -a v 7 ULL PAST SURFACE BOLTS NOT AMB 7 Certification #: N1009887-112 RATIO = x a ^ � REQUIRED FOR APPLICATIONS Reviewed b TTi«' E O REQUIRING DP -65 OR LESS 12-0 X 6-8 ELEVATIO y- O •� ,,L NON -IMPACT LITE P m a 37 1!2" MAX. OA DOUBLE DOOR W/ FULL 3-0 SIDELITES O} Date Reviewed: 03 061 013 FRAME TYP SEE SHT. #3 75" MAX FRAME ®I [-a---75" MAX. FRAME -----i f —112 1/2" ME --m —112 112" MAX. FRAME-------] w -----. I. I -I - -;� Tl'P z ro tlr I, I i I' O °' d z Lj X I i' �; C p ;I I 7� ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE J "-' 1 FIXED FIXED:: IFDED FIXED iFIXED j FaED u - T 3-0 X 6-8 ELEVATION - --6-0 X 6-8 (OX) - 6 -DX 6=8 (XO) 9-0 X 6-8 (OXO) 9-0 X 6-8 OOX OR z -- m SINGLE (X) & (0) 74 MAX. FRAME -16-0X6-8 (XX) _ 1111/2" MAX. FRAME- _- z --- - Digitally signed by Hermes F Rorer f?.E. f-�--�— —� NIL, ftD '� & Reason. I am approving this document d �, ••, po �ryry TYP. SURFACE BOLTS NOT U Date: 2013.Q2.19 24:®3:21-OS`OQ' O W REQUIRED FOR APPLICATIONS .?~!��•.•• ! DATE: 12/20/2012 LU t+ 4 ;•' +� r- '" sA� NONE SHEETd-1VD€:i--.------•-.---�_�._ .:-� - -'' REQUIRING DP -650R LESS �� * : O!j %�10, 1 * �: [-CKE -- SHEET # DESCRIPTION �, TrP I GENERAL NOTES, B.O.M.& Et EVATI0 I`OR-3-1) ANEIS-& SIDEUTE -.. —_. - _-- ` - 2 ELEVATIONS FOR 3-0 PANELS AND I-2 SIDELITES °D-- „� .SAFFELLL 3 INSWING BOX MULLING DETAILS - s DaAy�rw 4 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD INACTIVE ACTIVE - 1t ' 398 .�LVL� 338®873 5 INSWING VERT. AND HORIZ_SECTIONS-IN MASONRY C�:CRETE .I.� 9 -0 -X -6"H- - - JACTIVE ACTIVE ®" 'At I 4---- - 6 ANCHORING DETAILS .. QXi�CiR._XXO) FIXED F�PE C ". _-- _-_ -- DESIGN PRESSURE RATING: SIZEQUALIFIES: FULL LITE NONIMPACT ACTIVE PANELS WITH OR W/O SIDELITES L2 MAX. PANEL WIDTH - 35 3/4" 6-8 TALLSYSTEMS: (XX) (XXO) (OXXO) (X) (OX) (XO) (OXO) WITHOUT WITH SURFACE BOLTS: SURFACE BOLTS: SURFACE BOLTS AND ODL SMART FRAME INSWING POSITIVE +55 + 66 + 60 NEGATIVE _ _ COMPONENT LIST ITEM DESCRIPTION MATERIAL QTY. 9 NON -COMPRESSION SHIM 025" MAX. THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW W/ 11/2* MIN. EMBEDMENT STEEL AS REQ. 5 3/16" ITW TAPCON ANCHOR W/ 11/4' MIN. EMBEDMENT STEEL AS REO. 6 #9 X 2 112" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 7 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 #9 X 314" PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 9 1" O.A. IG NON -IMPACT FRAME BY ODL Polypropylene 1 OR 4 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1" O.A.iG NON -IMP. SMART FRAME BY ODL Poiypropylen 1 OR4-1 13 314" O.A. IG NON -IMPACT VENT UNIT BY ODL I Polypropylenel 1 -- ro OVERHANG 7. NTEGRAL MULL POSTS & DOUBLE -BACK JAMBS w O ( LENGTtI ARE INTERCHANGEABLE. SEE SHEET 3 FOR -- - • • \ - --- ® a (7 xc * NOTE: PRODUCT HAS NOT BEEN RATED FOR ---( MULLING INSTRUCTIONS. z WATER INFILTRATION. IF AUTHORITY HAVING 8. ALL FASTENERS IN WOOD SHALL --- in N I „„ "" ��„ • „RES THAT PRODUCT MEETS -- BE COUNTERSUNK 3116" DEEP. ? O w I THIS REQUIREMENT, PRODUCT SHALL BE USED U) WHEN INSTALLED AT LOCATION PROTECTED BY 1.. _ m M N EXAMPLE: J16"—• { IQA OVERHANG SUCH THAT OVERHANG (OH) RATIO = r, o to w O �� FaEo FaED OH LENGTH- OH HEIGHT IS 1.0 00 � - DOUBLE BACK Addendum to NANII OVERHANG � ° -a v 7 ULL PAST SURFACE BOLTS NOT AMB 7 Certification #: N1009887-112 RATIO = x a ^ � REQUIRED FOR APPLICATIONS Reviewed b TTi«' E O REQUIRING DP -65 OR LESS 12-0 X 6-8 ELEVATIO y- O •� ,,L NON -IMPACT LITE P m a 37 1!2" MAX. OA DOUBLE DOOR W/ FULL 3-0 SIDELITES O} Date Reviewed: 03 061 013 FRAME TYP SEE SHT. #3 75" MAX FRAME ®I [-a---75" MAX. FRAME -----i f —112 1/2" ME --m —112 112" MAX. FRAME-------] w -----. I. I -I - -;� Tl'P z ro tlr I, I i I' O °' d z Lj X I i' �; C p ;I I 7� ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE J "-' 1 FIXED FIXED:: IFDED FIXED iFIXED j FaED u - T 3-0 X 6-8 ELEVATION - --6-0 X 6-8 (OX) - 6 -DX 6=8 (XO) 9-0 X 6-8 (OXO) 9-0 X 6-8 OOX OR z -- m SINGLE (X) & (0) 74 MAX. FRAME -16-0X6-8 (XX) _ 1111/2" MAX. FRAME- _- z --- - Digitally signed by Hermes F Rorer f?.E. f-�--�— —� NIL, ftD '� & Reason. I am approving this document d �, ••, po �ryry TYP. SURFACE BOLTS NOT U Date: 2013.Q2.19 24:®3:21-OS`OQ' O W REQUIRED FOR APPLICATIONS .?~!��•.•• ! DATE: 12/20/2012 LU t+ 4 ;•' +� r- '" sA� NONE SHEETd-1VD€:i--.------•-.---�_�._ .:-� - -'' REQUIRING DP -650R LESS �� * : O!j %�10, 1 * �: [-CKE -- SHEET # DESCRIPTION �, TrP I GENERAL NOTES, B.O.M.& Et EVATI0 I`OR-3-1) ANEIS-& SIDEUTE -.. —_. - _-- ` - 2 ELEVATIONS FOR 3-0 PANELS AND I-2 SIDELITES °D-- „� .SAFFELLL 3 INSWING BOX MULLING DETAILS - s DaAy�rw 4 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD INACTIVE ACTIVE - 1t ' 398 .�LVL� 338®873 5 INSWING VERT. AND HORIZ_SECTIONS-IN MASONRY C�:CRETE .I.� 9 -0 -X -6"H- - - JACTIVE ACTIVE ®" 'At I 4---- - 6 ANCHORING DETAILS .. QXi�CiR._XXO) FIXED F�PE C ". _-- _-_ -- 15 1/2" MAX. FRAME TYP. NON -IMPACT LITE SEE SHT. #3-, �w 105" MAX. FRAME 89 112" MAX. FRAME 69 112° MAX. FRAME 74" MAX. FRAME _ 15 1/2" MAX. 15 112° MAX. D.L.O. FRAME TYP. FRAME TYP. SHT. #3 1« 7, _ a LL Z CL III0 I LI a I ({ a INACTIVE ACTIVE ` y` ACTIVE RXED FIXED ULL POST DOUBLE BACK _ 7 ,WMB MULL - - SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS REQUIRING DP -55 OR LESS -- _ -- 8-4 X 6-8 ELEVATION -----7-2X6-8 ELEVATION DOUBLE DOOR W/ 1-2 SIDELITES (OXXO) DOUBLE DOOR W/ 1-2 SIDELITES (XXO OR OXX) 53" MAX. FRAME 53" MAX. FRAME 1112" MAX. FRAME 37 1/2" MAX. 15 112° MAX 15 1!2" MAX. FRAME TYP. FRAME TYP.I O� FRAME o _., Lo y a 195!8 I — MAX. — -- D.L.O. i O ZD a o LE? ACTIVE ACTIVE FiX® FU(ED I;ACTIVE- 2&� T_ I -4-2 X 6-8 ELEVATION-- --- ---- 4-2 X &-8 ELEVATION 5-4 X 6-8. ELEVATION- ------ --3-0 X 6-8 ELEVATION DOUBLE (OX) DOUBLE (XO) TRIPLE (OXO) VENT LITE r �t Addendum to NAMTT Certification #: N1009887 -R2 i I Reviewed by: TDW 'sr - --- Date R.e%icwcd: WiG(ii2013 398 DE, - I 6iK. sy.- S.SAFFELL DRAWING NR.: 338 A008730 O m Z _�o, O r- ui x g c N CiJ. J i W Lu O Ilpppp t'f O ° O ✓ DATE: 12(20/2012 6iK. sy.- S.SAFFELL DRAWING NR.: 338 A008730 APPLY DAP ALEX PLUS SILICONE 6- #8 X 2' OR EQUIV. BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. 6" MAX D.L.O. T� MAX. D.L.O. 1-19 5/8" MAX. D.L.O. NON -IMPACT GLAZING DETAIL BOX SIDELITE MULL Aw"ImpWIT MAX. 4 UNITS "T, 12/20/2012 EXAMPLE: OXXO, OXO, OX wAlE: NONE Dvia By-. G.I.I.IBBECKE I r-- C3 191 C3 ODL 3/4" O.A. VENT LITE NON -IMPACT ® 6 g 9 ODL 1"O.A. NON -IMPACT ODL 1"O.A. NON -IMPACT 1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN 0 Lu INTERIOR 1/8" TEMPERED 1/8" TEMPERED INTERIOR 3/4'OA SIDE GLASS GLASS SIDE 1/2"AIRGAP z 0 12 �T INTERIOR 1/8' ; L ER'OR TEMPERED E SIDE SIDE 118' TEMPERED 0 ... ..... T 1/2GLASS (ZD 1314' 119 7 1- MAX 1-3W I'MAX. SITE EXTERIOR SIDE _-K ;k 0 Go z tb 3/4"AIRSPACE 3/4* AIRSPACE ul X 3/8" MIN. GLASS 3/8' MIN. GLASS 13/8' SITE BITE Z uj L: w t DETAIL B3 DETAIL B3 13 DETAIL C3 ODL NON -IMPACT GLAZING DETAIL ODL SMART FRAME�2 ODLVENT FRAMIE NON -IMPACT GLAZING DETAIL BOX SIDELITE MULL Aw"ImpWIT MAX. 4 UNITS "T, 12/20/2012 EXAMPLE: OXXO, OXO, OX wAlE: NONE Dvia By-. G.I.I.IBBECKE 1!4" MAX SHIM 1 /SEE NOTE #7 ON SHEET 1 EXTERIOR 1" MIN. 1°MIN. I 2 1 112" MIN. EMB. 4 T_ 114" j / MAX. SHIM SEE NOTE #7 EXTERIOR ON SHEET 1 INSWING OPERATING UNIT VERTICAL CROSS SECTION HEAD JAMB 1" MIN. 1" MIN. -- 4 1 1"MIN. 2 1 11T MIN, 2 EM�INTERIOR �— 1-/2" MIN. EMB. a MAX SHIM MAX. ON SHEET 1 SHIM 118" SEE NOTE #7 ON SHEET 1 #8 X 3" PFH FOR STRIKE PLATE EXTERIOR .:... INSWING OPERATING UNIT INTERIOR W/ OPTIONAL SURFACE BOLT ' `, , •' , VERTICAL CROSS SECTION HEAD JAMB 1!4" MAX SHIM 1 /SEE NOTE #7 ON SHEET 1 EXTERIOR 1" MIN. 1°MIN. I 2 1 112" MIN. EMB. 4 T_ 114" j / MAX. SHIM SEE NOTE #7 EXTERIOR ON SHEET 1 INSWING OPERATING UNIT VERTICAL CROSS SECTION HEAD JAMB HINGE DETAIL: TOP = 6 SCREWS (ITEM ##8), 2 SCREWS (ITEM #6) - --CE _ (Ti'EM #8) BOTTOM = 8 SCREWS (ITEM #8) 1•MIN. N/� FIXED UNIT INTERIOR HORIZONTAL CROSS SECTION INSWING SHOWN OPTIONAL r WOOD % / '',, INSWING FIXED OR BOTTOM %// OPERATING UNIT RAIL / VERTICAL CROSS SECTION ENDURA zArL4sss 1" MIN, 4 1 we r EXTERIOR ° R W INTERIOR 1 11T MIN. D(T'ERIOR EMBED. INTERIOR �-• 1" MIN INSWING FIXED UNIT VERTICAL CROSS SECTION HEAD JAMB OPTIONAL WOOD BOTTOM RAIL E(TERIOR '. #8 X 3" PFH FOR i I INTERIOR STRIKE PLATE 1" MIN a 68 -- a, -_ pp—� m N Nrq �o�co co ` 0 10 n o ii "I a z Es - - -7- 2 1 — - a- -Z 2X INTERIOR 2 O 00 Q 1 1/2" MIN. EMBED. . x o • o z T�— 1"MIN 1°MIN w d G OPERATING UNIT [Z>I- MIN. �� EXTERIO , 41 1" MI 2 NOTES: W O�ONAL SURFACE BOLT o g m FOR PLACEMENT OF ITW TAPCON ANCHORS IN VERTICAL CROSS SECTION z - --- %/ 2X BUCK OR 1X BUCK CONCRETEIMASONRY +}x66 O 1 /�t OPENINGS, SEE SHEET 5 O 1" MIN. \\' / _- !/ 1" MIN. p OPTIONALLY, ANCHOR CAN BE PLACED IN 4 �L ,.''' " ��= Dare 12/20/2012 _/ ,.. �� // NARROW SECTION OF HEAD OR JAMB AS _t �C3 SEE NOTE _ 4 1 I ONiz-AS41SNlMUM FMQEn.MFNT 6Nn EDGE : STA E: NONE= ' ^ I DISTANCE ARE ACHIEVED - C 14"MAX _ - - -114" MAX. 1 .. ��z1S!@6�CKE- h'- SHIM de- i �i7tii`d.iR�i SHIM -"^III 3 ITEM 96,(#9X21/2")TWO SCREWS TOBE RTATF OR9E �; aucev: S.SAFFELL 1 1/2"' MW Certification N'100989' -R2 1 1/2" MIN • It IN TOP HINGE AT JOB SITE, ' ` EMBED. > ` e ORAW ,No, _eti=,e,tedb}: TT)4V EMBED, CLOSEST TO WEATHERSTRIP. 398 4 338 WSMNG LATCH JAMB AT FRAME Re INSWING HINGE JAMB AT FRAME _ - - •• A008730 Date Reviewed03/06"0 11 OL� 3404 HORIZONTAL CROSS-SECT101�0 -H ONTAL CROSS SECTION_ _ - _ --= p - -- - SASE MATERIAL FOR MAXIMUM SUPPORT. �E 1A H• NO. 295 - -- - - -- - 1"MIN. 118" 1 11T MIN, EM�INTERIOR �— 1/4" MAX SHIM SEE NOTE #7 ON SHEET 1 HINGE DETAIL: TOP = 6 SCREWS (ITEM ##8), 2 SCREWS (ITEM #6) - --CE _ (Ti'EM #8) BOTTOM = 8 SCREWS (ITEM #8) 1•MIN. N/� FIXED UNIT INTERIOR HORIZONTAL CROSS SECTION INSWING SHOWN OPTIONAL r WOOD % / '',, INSWING FIXED OR BOTTOM %// OPERATING UNIT RAIL / VERTICAL CROSS SECTION ENDURA zArL4sss 1" MIN, 4 1 we r EXTERIOR ° R W INTERIOR 1 11T MIN. D(T'ERIOR EMBED. INTERIOR �-• 1" MIN INSWING FIXED UNIT VERTICAL CROSS SECTION HEAD JAMB OPTIONAL WOOD BOTTOM RAIL E(TERIOR '. #8 X 3" PFH FOR i I INTERIOR STRIKE PLATE 1" MIN a 68 -- a, -_ pp—� m N Nrq �o�co co ` 0 10 n o ii "I a z Es - - -7- 2 1 — - a- -Z 2X INTERIOR 2 O 00 Q 1 1/2" MIN. EMBED. . x o • o z T�— 1"MIN 1°MIN w d G OPERATING UNIT [Z>I- MIN. �� EXTERIO , 41 1" MI 2 NOTES: W O�ONAL SURFACE BOLT o g m FOR PLACEMENT OF ITW TAPCON ANCHORS IN VERTICAL CROSS SECTION z - --- %/ 2X BUCK OR 1X BUCK CONCRETEIMASONRY +}x66 O 1 /�t OPENINGS, SEE SHEET 5 O 1" MIN. \\' / _- !/ 1" MIN. p OPTIONALLY, ANCHOR CAN BE PLACED IN 4 �L ,.''' " ��= Dare 12/20/2012 _/ ,.. �� // NARROW SECTION OF HEAD OR JAMB AS _t �C3 SEE NOTE _ 4 1 I ONiz-AS41SNlMUM FMQEn.MFNT 6Nn EDGE : STA E: NONE= ' ^ I DISTANCE ARE ACHIEVED - C 14"MAX _ - - -114" MAX. 1 .. ��z1S!@6�CKE- h'- SHIM de- i �i7tii`d.iR�i SHIM -"^III 3 ITEM 96,(#9X21/2")TWO SCREWS TOBE RTATF OR9E �; aucev: S.SAFFELL 1 1/2"' MW Certification N'100989' -R2 1 1/2" MIN • It IN TOP HINGE AT JOB SITE, ' ` EMBED. > ` e ORAW ,No, _eti=,e,tedb}: TT)4V EMBED, CLOSEST TO WEATHERSTRIP. 398 4 338 WSMNG LATCH JAMB AT FRAME Re INSWING HINGE JAMB AT FRAME _ - - •• A008730 Date Reviewed03/06"0 11 OL� 3404 HORIZONTAL CROSS-SECT101�0 -H ONTAL CROSS SECTION_ _ - _ --= p - -- - SASE MATERIAL FOR MAXIMUM SUPPORT. �E 1A H• NO. 295 - -- - - -- - 1 114 MIN EMBE 1 T SEE ON 1 114 EM 9` N 1°N ](D `.Q dTERIOR UNIT CTION aK IPTIONAL WOOD 3OTTOM RAIL OR - daT ECTION 566---- _ � m N N O � vii v Y d O W g - e IrvawavW vrerwemu carver 1° MIN. \\ /j/. V MW. 1. MIN. \, HORIZONTAL CROSS SECTION ((W�� p�p EE NOTE#7 1°MIN. \, I-jj p ? 1°MIN ON SHEET 1 5 OPTIONAL 1X BUCK 1 -- - -- SHEET I - - -114° MAX.- �• - SEE NOTE #7 r9- -- 5 SHIM _- - - ON SHEET `fit{1llttt�� Q -.'°- 1/4° MAX, I 1 114° MIN. Q \, 1� l'� p 6 11/4°MIN. SHIM_ _ —I EMBED, - O EMBED. t^ 1°MIN. ��� o``�� t�js .-�-- o °°a. INSWING HINGE JAMB AT FRAME - . -- lNSbYlNC LATCH JAMS AT FRAME 1 ° MIN, _.. _ : °< '?� DATE: 12/2012012 -- --- - . \.' •: HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION \� 4 - - - syn - - - 1/4° MAX w. .. NOTES: -- -- - — - - S fiW - rT yT owe m; 1 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 4 + ° F OPE :` c�uc er: S.SAFFEII EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETE/MASONRY 9 M BY OTHERS EMBED '� �••b Daarn+wao.: 2 EM -W (#9 ;21/2) TWO SCREWS'f0 BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. --- OPTIONAL MASONRYICONCRETE INSTALL 398 �% 3 4 AOO8730 AT SILL, PLACE ANCI 1 Cifitl�SEi? FOR SINGLE DOOR) -. 1� - - FSPE CE ^" a 1 2 3 4 5 149" MAX. Q.A. FRAME 105" MAX. O.A. FRAME ,r-6" TYP. 6" TYP.� �3" TYP. 4 5 3" TYP 1 D7 ID7I I I ID7 ID7I i 2 3 I I ' -I- I I _ 1111 B A6 4 5 L i C NOTE: W 6 SHIM FOR SUPPORT AT Q I I I I I OR NEAR EACH ANCHOR LL a IS REQUIRED X + I I I- - -I I I I I I I I I i -- M E7JE711 I I E7 I - I I I ._ - 12-0 X 6-8 INSWING 8-4 X 6-8 INSWING (60) ANCHOR LOCATIONS (44) ANCHOR LOCATIONS (FROM EDGE OF FRAME) _ FROM EDGE OF FRAME 8" TYP. 9" TYP. a 6° TYP. a t O 6" TYP. 3 TYP ® -aA u 112 112" MAX FRAME a 75" MAX FRAME a {�— �3 P. 1 m " �6" TYP. — _ 6" TYP.� I 6" TYP. _ 6" TYP.� ® cino —0 P 0 z ® x 11 �- 1 x z--1-�-�-- - i 111 A6 4 5 A6 I 4 s ¢ g o u DETAIL-A6 z 00 i I i i I 1 (12) ANCHOR LOCATIONS AT MULL "' 4 I I I I I I ifl }a POST OR DOUBLE-BACK JAMBS W t- z I I I I (3-0 SIDELITES ONLY) d co i��411tI8ffffll z g _ f z 9-0 X 6-8 INSWING �, a 6-0 X 6-8 INSWING o,�`°� -. l? ,`'�.A o (46) ANCHOR LOCATIONS - - -- (32) ANCHOR LOCATIONS yam, •' �: P� �� onrE: 12/20/2012 -- _ — —r — (FROM EDGE OF FRAME)(FROM EDGE OF FRAME) e I:NONE =fir. -- -- -- -- -- - -- of I ly.. G.LUBBECKE - -- - - Addendum to NAMI - - Certification: N1009887-R2.R S F OPE cm ay.- S.SAFFELL Reviewedby:TDW E.338 -- r --- - Date Reviewed; 03/06/2013 ® '°3`/004 A008730 --- - , 74" MAX. O.A. FRAME 111 112" MAX. OA. FRAME 371/2" MAX. OA. FRAME i 6" i 6" TYP. 1 2 3 4 5 1--61 TYP. 6" TYP. I-� _ 6"TYP--i TYP. _uo Yr.. ID D7I —4 I� I I I I D7I I D7I I I LLJ I I I I I I I 87 ( A6 2 3 �4 5 f I x- r� I NOTE: Xj I i ( I I "�- I 0. CL SHIM FOR SUPPORT AT ~ OR NEAR EACH ANCHOR i 2co I i I + 2 h I I 1 1 I t - IS REQUIRED r 0 (E7 E7I "- O-1 1 I I O LL E7 E7 3-0 X 6-8 INSWING � 4 5 4 s (15) ANCHOR LOCATIONS 6-0 X 6-8 INSWING 9-0 X 6-8 INSWING SIDELITE /ACTIVE PANEL (FROM EDGE OF FRAME) (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) {45) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 15112° MAX. O.A. 53" MAX. OA. FRAME 68 1/2" MAX. O.A. FRAME 89 1!2" MAX. OA. FRAME FRAME- - 6 - - 3° TYP. 6" TYP. 3" TYP. � - - 3° TYP. i " TYP. 3" TYP. -- - - -iF _ - �- rn D7 D7 ZN �c N 1 1 ( 1mol CO ti ti I 1 � i I a. I� I �a l�a i iCO w I `vv 7 7 i �O R mSCa o 4 5 /•p I _TI �/ I _L 1 1 X 4 5 �j I (4)T/. 5 !IO a I I I I I 01 T )Tl I 1 E ;tD i— -- -�- - - - - - -- O - -- - - (- -- O g �E7E7I------- — _ 1-2 X6-8 SIDELITE 4-2 X 6-8 INSWING 5-4 X 6-8 INSWING -0 o 0 (14) ANCHOR LOCATIONS --- 7-2X6-8 INSWING 5 4 Z �, (FROM EDGE OF FRAME) (24) ANCHOR LOCATIONS (30) ANCHOR LOCATIONS Addendum to NAM-- {38) ANCHOR LOCATIONS ui x 6 (FROM EDGE OF FRAME) 6" FrTy (FROM EDGE OF FRAME) Certifiication #: N1009887 -R2 (FROM EDGE OF FRAME) _j49°TYP. 9°TYP. P. Reviewed by: TDW J as z �w 6"TYP. 3°'� yy i Date Reviewed; 03/06!2013 6° TYP. 9 ` z 3 NP. S_CREWX 3" PFH i tl�lillifll/lt s g - ,. �„ � � OAS: 12J20/2012 Y — BOTTOM SHOOT X DETAIL B7 t!�)--BO7 _ �_ scAePlOp1E. - (12) ANCHOR LOCATIONS /5 -- - — 1 -TOP ASTRAGAL i RT TF ORIE aKer: S.SAFFELL DETAIL C7 STRIKE PLATE s AT ASTRAGAL (6) ANCHOR LOCATIONS AT MULL DETAIL D7 DETAIL E7 ssa3"Cffi� .'.•* o�Aww��: POST- OR DOUBLE -BACK JAMBS HEADER STRIKE PLAT f SILL PLUG INSERT D --- le 30pq - _ AT AST RA ---- - SPE �� .'d 0 4A ad04A H. NO. 246W _ r i BUILDING DROP A Perfect Solution in Every Drop Certificate of Authorization: 29578 r, E 6,1 FE, 1 = � Of JELD-WEN, inc. Contours Premium Steel Wood Edge Full Lite Inswing Door for Florida Product Approval i FloAdal Building Code 2010 Per Rule 9N-3 Method: Category: Sub — Category: Product: Material: Product Dimensions: i 398 East Dania Bea Si Dania Belach,, F 954.399.8y, 954.744.4, contact@build ingdro1 1— A (Certi&ation) Exterior Door Assembly Swinging Exterior Door Assemblies Contours Premium Steel Wood Edge Full Lite Non Impact Inswing Door Wood/24 Ga. Steel JV -0"x 6'-8" (Maximum) 8 PH FX Prepared For: ,i 1 6 j i il s i Prepared by: Florida Prtate: essional Engineer # 73778 7�C 0l/14/2013 0T T Contents: L D1' e Evaluation'Report Pages 1— 5 'i T Digitally signed b Hermes F Norero, P.E. 9 Y 9 Y i Reason: I am approving this doEument Hermv wfarroo P.E. Date: 2013.02.19 20:08:57 -05'00' Florida No. 73778 I i t BUILDING DROPSFL#: A Perfect Solution in Every Drop Date: 01/14/2013 Certificate of Authorization: 29578 Report No: 2292 f Manufacturer: JELD-WEN, Inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Contours Premium Steel Wood Edge Full Lite Non -Impact Inswing Door I' (Non -Impact) i 12'-0" x 6'-8" j Scope: This is a Product Evaluation Reportissued by Hermes F. Norero, P.E. (FL# 73778) forJELD-WENT int. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have Aor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions A008730, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. I Limits of Use: 1. This product has been evaluated and is in compliancwith'the 2010 Florida Building C dei, including the ,High Velocity Hurricane Zone" 1 (HVHZ)., i;, 2. Product anchors shall be as listed and spaced as shown on'idetails. Anchor embedment into substrate material shall be beyond wall dressing or stucco: 3. When used in areas requiting wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A008730 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A008730 for size and design pressure limitations. t Hermes F. Norero, P.E. Florida No73778 Pag 2 1of 5 I � I BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 01/14/2013 Report No: 2292. Certification Agency: The manufacturer has demonstrated compliancef door products in Accordance with the Florida B Aiding Code and Rule 9N-3 005 13) for manufactuhng under a quality assurance program audited by an ap roved quality assurance entity;thou h National Accreditation & Management Institute, �hc. (FBC Organization;:#QU I 1 89) `I Performance Standards: The product described herein has been tested per: i • TAS 202-94 • ASTM E 330-02 • ASTM E 283-04 • ASTM E 331-00 Referenced Data: 4 Reports to qualify use of 25 Ga. Steel bottom rail: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-110-11987-1, Report Date: 04/06/2009 i 2. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) j Report #: CTL -110-11988-1, Rep rt D e: 04/06/2009 II ' I Reports to qualify use of 1.688' x 1" wood bottom rail: fj 3. Product Tiesting performed by Certified Testing Laboratories, Inc. (FBC Organization # TST1577) Report #: CTLA718W, Report Date: 11/18/2001 i The use of either the 2S Ga. Steel or wood bottom rail is permitted for use with steel door at the design pressures listed herein. 4. Certification Agency National AccrAditation & Management Institute, Inc. (FBC Organization #QUA1789) 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: �113726SAT-001 R1 Report Date: 03/13/2009 I k I Hermes F. Norero, P.E. Florida No 7778 Page 3',of 5 I I BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 01/14/2013 =3 :� Report No: 292; Certificate of Authorization: 29578 } j I i h r i 6. 1 Com Pone t Material Testing of ODL P P lypropylene (Spa. ech PP53 30713 & BASF H -Pro) by Testing Evaluatio i Laboratories, Inc. ASTM D 1929-96, ASTM D 2843-99 STM'635-03 ASTM G26-9511 & ASTM E 638-03 Report #: TEL 013110297-A,B,C,&D Report Date: 12/01/2010 Report #: TEL 013110299-A,B,C,&D Report Date: 12/01/2010 j 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 andtthose editions referenced in the 2010 Florida Building Code. Jeld-Wen, Inc. has tested their products to the following test standard edition(s): 1) ASTM D635-03 2) ASTM D1929-96 3) ASTM E84-08 4) ASTM G26-95 Chapter 35 of the 2010 Florida Building Cdde references the following editions of the above mentioned test standards: 1) ASTM D635-06 G u 2) ASTM D1929 -96(00)e01 3) ASTM E84-07 j 4) ASTM G155 -05a After review of the above mentioned refeenced standards and editions, it has been found that no sign ifi4ant technical changes have been made to the est standards that would affect ithe results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of thq 2010 FBC including HVHZ provisions. t i I i r Hermes F. Norero, P. E. Florida No,,, 7778 Page 4�of 5 g s /BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 01/14/2013 ^i y =!' Certificate of Authorization: 29578 Report No: 2292 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw typo installation anchors of sufficient length to achieve a minimum embedment of 1.50" int the wood substrate. B. For concrete or rr�aso ry substrate where one by (1X), pon-structural, wood'buckh�g i employed; use 306" iameter ITW Tapcon type conc jete screw anchors of suffici nt length to achieve'min mum embedment of 1.25" into Zricrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon:, type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A008730) for anchor spacing and more details of the installation requirements. y Design Pressure: Using Surface Bolts: Design Pressure Positive 66 PSF Negative 66 PSF Without using Surface Bolts: I Design Pressure i I Positive Installation Methods: Refer to Installation Instructions (a0081 details of the installation requirements. 0 55 PSF 55 PSF � I II for installation methods, anchor locations, and more j Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5