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Home My WebLink AboutPRODUCT APPROVALFlorida Building Cod ` ,iline Pagel of 3 �.° .a *'"s s,.k -` a .r�-r'r� a ':-: . °�, r.>~~ aOSe me _ Ing in User Regivtr,Ux, I ea TuPl6 Submi[SuaM1aMc Stats&Fads Publications ContactUs BOSSiMMap I Urls; SeaaM1 dbpr ,�., Product Approval � USER: Public Usv PmEud Avomval Menu >P Scarch>Avv rat on Lst>Itppllraeon Detail AAl{n�`II��y{I�tp�� FL # FL12769-R9 ISG NNED Application Type Revision BY Code Version 2017 my StludeGo/ Application Status Approved Wlz Ul1isr `Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fdcke `ma Po ci@jeld-wen.com Technical Representative ]ELD-WEN Corporate Cus®®S�rv' Address/Phone/Email 3737 Lakeport Blvd. ' 1j Klamath Falls, 976 ®p►� (800) 535-3936 6� 6� customerserviceagents@44 eA.com 1 Quality Assurance Representative cov w - g, 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) Standard Year ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12769 R9 Equiv ASTM E84 Ea I alencv Letter SS 2017-08-31.odf Product Approval Method Method 1 Option A Date Submitted 10/02/2017 https://floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgsmFBcODh9XI2Qz2... 7/10/2019 Florida Building Cod, " tline Page 2 of 3 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/08/2017 Summary of Products FL # Model, Number or Name Description 12769.1 Contours Steel, Wood Edge Full Lite, Inswing Door w/ or w/out Sidelites, 3Y-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside. HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: Certification Agency Certificate FL12769 R9 C CAC N1009887-R4 Certficate.ndf Quality Assurance Contract Expiration Date 03/31/2020 Installation Instructions FL12769 R9 II A008730 SS 2013-09-08 odf Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769 R9 AE PER3791 1 SS 2017-10-25 df Created by Independent Third Party: Yes 12769.2 Contours Steel, Wood Edge Full Lite, Inswing Door, w/ or w/out Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/-66 Other: Certification Agency Certificate FL12769 R9 C CAC N1009887-R4 Certificate.odf Quality Assurance Contract Expiration Date 03/31/2020 Installation Instructions FL12769 R9 11 A008730 SS 2013-09-08.Ddf Verified By: Hermes F. Norero Florida PE No. 73778 Created by Intlependent Third Party: Yes Evaluation Reports FL12769 R9 AE PER3791 1 SS 2017-30-25.odf Created by Independent Third Party: Yes 12769.3 Contours Steel, Wood Edge Full Lite, Outswing Door, w/ or w/out Sidelites, 12'-0' x 6'-8" Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: Certification Agency Certificate EI 12769 R9 C CAC NI009887 R4 C rtfcate df Quality Assurance Contract Expiration Date 03/31/2020 Installation Instructions FL12769 R9 II A008731 SS 2015-10-03 Ddf Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769 R9 AE PER3792 1 SS 2017-10-25 odf Created by Independent Third Parry: Yes 12769.4 Contours Steel, Wood Edge Full Lite, Outswing Door, w/ or w/out Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/-66 Other: Certification Agency Certificate FL12769 R9 C CAC NI009887-R4 Certifcate tlf Quality Assurance Contract Expiration Date 03/31/2020 Installation Instructions FL12759 R9 11 A009731 2015-10-03 df Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769 R9 AE PER3792 1 SS 2017-10-25 odf Created by Independent Third Party: Yes 12769.5 Contours Steel, Wood Edge Half Vent Lite Outswing Door, 3' 0. x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: Certification Agency Certificate FL12769 R9 C CAC N1011489-RI Certificate.odf Quality Assurance Contract Expiration Date 01/31/2020 Installation Instructions FL12769 R9 11 A009078 SS 2013-02-28.otlf Verified By: Hermes F. Norem Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769 R9 AE PER3793 1 SS 2017-10-25 odf Created by Independent Third Party: Yes 12769.6 Contours Steel, Wood Edge Full Lite, Outswing Door, w/ or w/out Sidelites, 9'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Certification Agency Certificate FL12769 R9 C CAC N1011352-RI Cert'fcate.odf Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +501-50 Other: Installation Instructions FL12769 R9 17FL12769 R9 A008496FL odf https:llfloridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsmFBeODh9Xl2Qz2... 7/10/2019 Florida Building Cod,- 7 ,dine Page 3 of 3 Verified By: Hennes F. Norero, P.E. 73778 Created by Independent Third Parry: Yes Evaluation Reports FI.12769 R9 AE PER3833 odf Created by Independent Third Party: Yes earx Nme Contact Us :: 2601 B a r Star used Tallahassee Fb 32399 Phone: 850-487-1824 The State of Florida Is an AA M employes. Coovdoht 2007-1013 State Of Florida 1: PrwCy statement :: Accessibility Statement :: Refund statement Under Florida low, email addresses act public records. If you do not want your a -mall address released In response tO a dumilt-records request, dO not send eleR,OnIC mall he this entity. instead, contact the affirm by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida SUM., effective October 1, 2012, license. Ilcensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provlded 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 prevlde the Department with an email address which can be made available to the public To deterine If you are a licensee under Chapter 455, F.S., please coa Ingo,. Product Appr9v1 Acceact: = W ®FR >QCUf1U \I1'l'It ICS https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9X12Qz2... 7/10/2019 NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: N1009887-114 Page 1 05/17/2009 05/19/2015 Structural Jeld-Wen J-104-3 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 Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAM immediately if data, as shown requires corrections. Company: Jeld-Wen Doors 3737 Lakesport Boulevard Klamath Falls, OR 97601 Product Line: Test Report: NCTL-110-11987-1, NCTL-110-11988-1 & SJW2009-200 Section 1: General Description of the Products and Systems under this Certification 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 comer. 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. 1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two (2) 1/8" sheets of clear tempered glass. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 TEL(804) 684-5124 FAX(804) 684-5122 Section 2: Registered Suppliers 2.1 Door Lites: 2.2 Astragal: 2.3 Sills Certification No.: N1009887-R4 Page 2 ODL Endura Ultimate Hurricane Endura ZOBL4566/Endura FOB4566A Section 3: Additional Supportive Test or Acceptance Data provided with Certification Documentation included: 3.1 Surface Burning Characteristics of Building Materials, ASTM E84-08, Dylite Expandable Polystyrene, Intertek Report Number 3113726SAT-001 Rev.1. 3.2 Standard Test Methods for Tension Testing of Metallic Materials, ASTM E8-08, Steel Door Skins, ETC Laboratories, Report No. ETC-08-056-21686.0. 33 Product Evaluation Report #2948 prepared by Alexis Spyrou, P.E., Texas Professional Engineer # 102957, Dated 07/14/2014. See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAMI at (804) 684-5124. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 TEL (804) 684-5124 FAX (804) 684-5122 NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: 3737 Lakesport Boulevard Certification Date: Klamath Falls, OR 97601 Expiration Date: Revision Date: NI009887-114 Page 3 05/17/2009 03/31/2020 05/19/2015 Product: Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/ or w/o Glazed Side- Lites (w/Wood Frame unless noted) Specification: ASTM E283-04/E330-02/E331-00 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 N AMils rorwt:"d vr"dlirr r Jefino "f Wu Nnmirertifiratinn_enna- NAM['% Certification Pronram is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design. Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswing Opaque SiZe Pos/Neg Rated Comments X I/S or O/S Glazed 3'2" x 6'l0" +55/-55 NO NCTGI10-11987-1/110-11988-]/SJW2009-200/PE122948/W-1694 Max Panel Sim: 3'0" x 67"/Daylight Opening: i'9" x 5.3" Single w/o Surface Bolts Installation Details: A008730/A008731/A011294 X I/S or O/S Glazed 3'2" x 6'10" +66/-66 No NCTL'110-11987-1/110-11988-1/SIW2009-200/PER294s/W-1694 Max Panel Size: 3'0" /Daa Opening: 1'9" x 5'3" Single W67 / Bolts Installation Details: A008730/A008731/A011294 OX/XO I/S or O/S Glazed 6'3" x 6'10" +551-55 NO NCTLI 10.11987-1/110-1 198&l/SIW2009-200/PER2948M.1694 1'9" z 5'3" Max Panel Sim: 3'0"w//o Single w/Sidelite Surface Bolts Installation Details: A008730/A008731/AO11294 OX/XO I/S or O/S Glazed 6'3" x 6'10" +66/-66 No NCTL'110.11987-1/I10.11988-1/SJW2009.200/PER2948/W-1694 Opening: 1'9" x s'3" Max Panel Size: 3'0"w/Sur Single w/Sidelite fceBolts Installation Details: A008730/A008731/AO11294 OXO I/S or O/S Glazed 9'4" x 6'10" +55/-55 No NCTI-11041987-1/110-1198&I/SJW2009-200/PER2948/W-1694 Mau Panel Sim: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" Single w/Sidelite w/o Surface Bolts Installation Details: A008730/A008731/AO11294 OXO I/S or O/S Glazed 9'4" x 610" +66/-66 No NCTI 110.11987-1/110-1198&1/SJW2009-200/PER2948/W-1694 Max Panel Size: 3'0"x67*/tea light Opening: 1'9"x5'3" Singlew/Sidelite w/SurBolts Installation Details: A008730/A008731/AO11294 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23U72 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: 3737 Lakesport Boulevard Certification Date: Klamath Falls, OR 97601 Expiration Date: Revision Date: NI009887-114 Page 4 05/17/2009 03/31/2020 05/19/2015 Product: Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/ or w/o Glazed Side- Lites (w/Wood Frame unless noted) Specification: ASTM E283-04/E330-02/E331-00 The "Notice of Product Certification" is only valid if the NANII 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 N AMP. r.AirW D. ,hn,t I.;c/ino at avx Nnmirprtitirntion rnm_ NAMPs Certification Prnaram is accredited by The American National Standards Institute (ANSD. Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments XX I/S or O/S Glazed 67'x 6'10" +55/-55 NO NCTI.d10d1987-1/110-11988-I/S1W2009-200/PEa2948/W-1694 Max Panel Size: 3'0" x67'/DaylightOpening: 1'9" x 5'3" Double /o Surface Bolts Installation Details: A0087301A008731/AOI1294 XX I/S or O/S Glazed 6'2" x 6'10" +66/-66 No NCTL-110-11987-I/110.11988-IiSM2009-200/PER2948/W-1694 Max Panel Size: 3'0" x 7713a Opening: P9" x 5'3" Double Bolt Installation Details: A0087301A008731/AO11294 XXO/OXX I/S or O/S Glazed 9'4" x 610" +551-55 No NCTIL110-I1987.1/110-11988-1/SJW2009-200/PER2948IW-1694 Max Panel Size: 3'0"x/ lBol�Open ng: 1'9" x 5'3" Double w/Sidelite µISurface s Installation Details: A008730/A008731/AO11294 XXO/OXX I/S or O/S Glazed 9'4" x 6'10" +66/-66 No NCTL,110-11987-1/110-1I988-I/SJW2009.200/PER2948/W-1694 Max Panel Size: 3'0" x 6 7'/ yliioght Opening: 1'9" x 57' Double w/Sidelite Installation Details: A008730/A008731/AO11294 OXXO I/S or O/S Glazed 1.2'5" x 6' 10" +551-55 NO NCTL.I 10-11987-1/110-11988-I/S1W2009-200/PER2948/W.1694 Max Panel Size: 3'0'woltsOpening: 1.9" x 5'3" Double w/Sidelites 10 Surface B Installation Detailst A0087301A008731/AOI1294 OXXO I/S or O/S Glazed 12'5" x 6'10" +661-66 No NCTLf110-11987-1/I10.11988-1/SJW2009-200/PER2948/W-1694 Max Panel Size: 3'0" x 6S'7de '/Dal ghat Opening: 1'9" x 5T' Double w/Sidelites Installation Details: A008730/A008731/A011294 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: '104� 3ELD-WEN DOOR INSTALLATION DETAILS CONTOURS PREMIUM STEEL WOOD EDGE FULL LITE NON -IMPACT OUTSWING UP TO 12'-0" X W-8" GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) 8 INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE TO TAB 202-94, ASTM E330-02, E283-04, E331-00 AND AAMA 1304-02. NOTE: ODL SMART. FRAME IS HVHZ EXEMPT AND ONLY RATED FOR WINDZONE 3. 2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL HAVE A MINIMUM Fc OF 3000pS1 OR MASONRY/CMU SHALL CONFORM TO ASTM C90. 4. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 87. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. THIS DOCUMENT SUPERCEDES OTHER ANCHORINSTALLATION INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN DOCUMENT#JI1106 (INSTALLATION INSTRUCTIONS FOR PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD-WEN.COM/LEARN/RESOURCES1 INSTALLATION B FINISHING/. 8E. FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED, n w c pINTEGRAL MULL POSTS B.DOUBLE-BACK JAMBS ARE INTERCHANGEABLE. SEE SHEET 3 FOR MULLING INSTRUCTIONS. 8. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3116" DEEP. EXAMPLE: 3/16"�4 NON -IMPACT LITE 371/2'MAX. O.A. SEE SHT. 033 LFRAME I�P F- \ nLU �� rr Z LL D 5� d / 00 / ACTIVE FIXED I 3-0 X 6-8 ELEVATION SINGLE (X) 8 (0) Illy signed by Hermes F Norero, P.E. In: I am approving this document 2015.10.03 18:13:39-04100' 14U mHl. rIW . 111 1/2' MAX. FRAME—+( D.L,O. SHT. 43 37 1/2' MAX. I FRAME TYP. It ro INACTIVE ACTIVE FIXEDII FIXED 7DMULL POST. JAMBLEVA K SURFACE BOLTS NOT T REQUIRED FOR APPLICATIONS 12-0 X fi-8 ELEVATION REQUIRING DP55 OR LESS DOUBLE DOOR WI FULL 3-0 SIDELITES (OXXO) f--75' MAX. FRAME • • \ ACTIVE FIXED 6-0 X 6-8 (XO) �--74" MAX. T_ ♦ d cD / ow_ 1 LINACTIVE DESIGN PRESSURE RATING. SIZEQUALIFIES; FULL LITE NON-IMPACTACTIVE PANELS WITH OR W/O SIDEUTE$16 MAX. PANEL WIDTH- 353M' 6 9 TALL SYSTEMS: (XX) (%XO) (OXXO) (X) (OX) (XO) (OXO) WITHOUT SURFACEBOLTS: WITH 'SURFACESOLTS: SURFACE BOLTS AND OOL SMART FRAME. OUTSWINp POSITIVE +55 +66 +60 NEGATIVE COMPONENT LIST ITEM DESCRIPTION QTY. i NON -COMPRESSION SHIM (0.25" MAX. THK.) AS REQ.2 2z WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) AS REQ.3 ix WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) AS REQ.4 #10 WOOD INSTALLATION SCREW W/ 1 112" MIN:EMBEDMENTAS qMATERIAL REQ. 5 3116' ITW TAPCON ANCHOR W/ 1 1/4'MIN. EMBEDMENT AS REQ. 6 #9 X21/2"PHILLIPS FLATHEAD WOOD SCREW 2OR,' 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW S RE- 8 #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW 22 OR449 1"O.A.1G NON -IMPACT FRAME BY ODL ne 1 OR 4 10 1 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1 1" O.A. IG NON -IMP. SMART FRAME BY COL Polypropylene 1 OR4 13 3/4" O.A. IG'NONAMPACT VENT UNIT BY OOL PolvInnonvIone 1 NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO= OH LENGTH + OH HEIGHT IS i; 1.0 OVERHANG 1121/2" MAX. FRAME 1 112 1/2" MAX. FRAME—y \ / I ACC ACTIVE FIXED FIXED FIXED FIXED 6-0 X"(XX) 9-0X6-8 IOXO) 9-OX6-8 (0 XORXOO)L`,j{TII1IIIIrIT — III 1/2" MAX. FRAME \�, �4j F. I voT ♦ UL.41VE \O=ONS 7 -oFmA, A39E}(CifIdXX 6-8 Fes, IAA��3_-QQII� DR XXO), _ FBPE L7RjIQf,A .29571 qQ m S.SAFFELL I A008731 NEST L a 7 NON -IMPACT LITE SEE SHT. #3 L ow m= �w a Nu Sa 00 q 105' MAX. FRAME 89 11MAX. FRAME 151l2" MAX. D.L.O.L FRAME TYP. SHT. #3 'N O o �= '1 � • Ili )d x )0 N W N NL1-t ACTIVE F XEO FIXE 891/2" MA%. FRAME 74' MAX. FRAM 15 1/2" MAX_ FRAME TYP. `DOUBLE MULL POST BACK JAMB MULL SURFACE BOLTS NOT - REQUIRED FOR APPLICATIONS rD REQUIEOUIRINOOP-650R LESS 8-4 X 6-8 ELEVATION DOUBLE DOOR Wf 1-2 SIDELITES (OXXO) BY MAX. FRAME I 53' MAX. FRAME I:/ il 4-2 X 6-8 ELEVATION DOUBLE(OX) 7-2 X 6-8 ELEVATION DOUBLE DOOR W/ 1-2 SIDELITES (XXO OR OXX) 4-2 X 6-8 ELEVATION 5-4 X 6-8 ELEVATION DOUBLE(XO) TRIPLE(OXO) 37 FRAME MAX, 19 5/8" MAX. , D.L.O. • �d a 3-0 X 6-8 ELEVATION VENT LITE (X) ri n W m en S.SAFFELL WMNG No.: A008731 wff 2 Do 7 MAX. 4 UNITS EXAMPLE: OXXO, OXO, OX 6- #8 X 2" PFH SCREW AT EACH MULLION TYP. APPLY DAP ALEX PLUS SILICONE OR EQUIV. BETWEEN JAMBS BEFORE MULLING ' MAX. D.L.O. wI 4+ 19 5/8" MAX. D.L.O. O J gxO 2 H O J x❑ Q s M a C3 `—C3 NON -IMPACT ODL 1" O.A. NON -IMPACT ODL 1"O.A. NON -IMPACT 1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN 1/8" TEMPERED INTERIOR 1/8"TEMPERED GLASS INTERIOR SIDE GLASS SIDE _ 92 INTERIOR US' TEMPERED SIDE T 1 � V2"GLASS 31 4" 1MAX' 1314" 1"MAX. SITE 314"AIRSPACE 3/4"AIRSPACE 3/8" MIN. GLASS 318" MIN. GLASS L L 1318° BITE BITE 1 1/2" d ZOOL DETAIL B3 DETAIL B3. NON -IMPACT GLAZING DETAIL ODL SMART FRAME NON -IMPACT GLAZING DI r DETAIL A3 (6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT 3/4" OA t 12"AIROAP IFS 1lB"TEMPERED V ? hC❑ EXTERIOR SIDE Z p w Z� ❑ o p S O g m 12n0/2012 7 _ _ If •NONE jr Law. Gawm 411 S.SAFFELL K'�W: A008731 � 3 � 7 1"MIN. — 1 1/2'MIN. EMB. 1/4" MAX. SHIM SEE NOTE#7 ON SHEET i #8 X 3"PFH FOR STRIKE PLATE HEAD JAMB SEE NOTE 97 ON SHEET 1 EXTERIOR EXTERIOR OUTSWING SHOWN >l- 1'MIN. 1 4 I 114' MAX. 1 1l2'MIN. YYY--- SHIM EMBED. OUTS WING LATCH JAMB A7 FRAME HORIZONTAL CROSS SECTION LI IF MIN. --{— 1" MIN. 4 2 OPTIONAL 2 WOOD OUTSWING OPERATING UNIT 1 112' MIN. BOTTOM 1 / I OPTIONAL.ENDURA SILL #FOB 4566A EMB. RAIL i •�%� 1 ��----------�1 114" 1"MIN. 1"MIN. MAX SHIM 11/2"MIN. 2 INTERIOR SEE NOTE#7 INTERIOR EXTERIOR EMB. 1 4 f Y ,I EXTERIOR ON SHEET 1 4 !( VERTICALOUTSWING OPERATING IO I " VERTICAL CROSS SECTION 1/4" J— HEAD JAMB MAX. 1 1/2" MIN. 2 SHIM EMBED. SEENOTEIR INTERIOR I ON SHEET 1 EXTERIOR 4.-- 1' MIN 1" MIN —1 OUTSWING FIXED OR OUTSWING FIXED UNIT OPERATING UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB ENDURA ZOBL4566 HINGE DETAIL: TOP = 6 SCREWS (ITEM 48). 2 SCREWS (ITEM 118) CENTER = 8 SCREWS (ITEM #8) M BOTTOM = 8 SCREWS (ITEM #8) p > ` OPTIONAL B 0 . Y O N O 8 WOOD I Y1 $ m X B 3 RAILOM 1 %�� I ► Y LL" 9 2X 1\ INTERIOR EXTERIORIq n `0 m #8X3"PFH FOR ` STRIKE PLATE 1 4 4 1 �I le'. / I l ____ 1 a OUTSWING OPERATING UNIT L 2 Q N 2 OPTIONAL ENDURA SILL #FOB 4566A 1 E,2 z o OF s0 EXTERIOR O w x o 3 IF MIN 1- MIN —1 . 4 � z 4 I'MINC] VE 1 NOTES: INTERIOR FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR X BUCK ONCRETTEIMASONRY / OPENINGS, SEE SHEETS ` V j� 1°MIN. OPTIONALLY. NARROWSECTION OF HEAD OR JAMB AS -SEE NOTE#7 SHEET LONG AS MINIMUM EMBEDMENT AND EDGE '* ON 1/4° MAX. DISTANCE ARE ACHIEVED. � SHIM 3 1 IMBED.. ITEM #6,(#9 X21/2')TWO SCREWSTO BE i INSTALLED IN TOP HINGE AT JOB SITE, EMBED. CLOSEST TO WEATHERSTRIP. SS_! OUTSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION ® AT SILL, PLACE ANCHOR IN SILL FBP BASE MATERIAL FOR MAXIMUM SUPPORT. G OPERATING UNIT 3 A J 8 — IAL SURFACE BOLT L, F ION ° � L14 YEA o 0 > # J ES F. p 7��i� 'o u re L2/20/2012 NONE pacer. S.SAFFELL ruwu,cxw A008731 ma 4 Or 7 I t IN' I/4- L MAX. SHIM SEE NOTEW ON SHEET 1 1/4•MIN. _ EMBED. ONCRETEIMASONRY 1•MIN. �1•MIN. JMIN! CONCRETEIMASONRY 1-MIN.. VMIN. Y OTHERS 1'MI BY OTHERS 1•MI�N — VMIN. — 1•MIN. 1 1 OUT6WIAL OPERATING UNIT1 IN. VERTICAL CROSS SECTIONMINEM Eo OPTIONAL 1%BUCK MIN. 1 1l4• Q MIN. d D 2 EMB. � L BOTTOM RA L B OTHERS ' EMBED U 114' / —I 1/E' / SHIM MAX 116, MAX. / { �� SEE NOTE#7 IMEAIOR EXTERIOR EXTERIOR SHIM SHIM EMERIOfl \/J ON SHEET SEE NOTE #7 SEE NOTE 07 INTERO INTERIOR /'- -- ]R ONSHEETI ON SHEET / `�"'-'--' OUTSWING FIXED -UNIT I*XXPFH FO / �r �DUTSWING OPERATING UNIT #B X 3° PFH FOR EXTERIOR STRIKE PLATE NG O TINGERAUNIT STRIKE PLATE VERTICAL CROSS 9ECTION Y AL CROSS SECTION HEAD JAMB IEXTERIOR:OPTIONAL ENDURA SILL #FOB 458. NERD JAMB INTERIOR OPTIONAL 5 S i WOOD J f BOTTOM 1 OU7SWING OPERATING UNIT Itl4. w .•O I� el 1 RAILWY OPTIONAL SURFACE. BOLT EMBED IN]EPoORI ! 1 i�J 1N•MAx.��O VERTICAL HEADCROSS JAMBSECTION V B 5 I OUTSWINGFUEDOR -SHIM R OPERATING UNIT P MIN I• MIN VERTICAL CROSS SECTION I• MIN �' OUTSWING OPERATING UNITMIN. ENDURA ZOOL4566 I°MIN VERTICAL CROSS SECTION 1 EMBED W/ OPTIONAL SURFACE BOLT EMBEo ' INIEWOR ENOURA ZOBL4565 I I Y 2 $ � I— 1' MIN 1'MIN y p m m ry N 8 �o mNd 1•MIN, X\ I- MIN. 2X \ \ HINGE DETAIL: S• g Q m L • SEENOTE#] TOP = 88CREW5 (ITEM #6), 2 SCREWS (ITEM #6) CONCRETE/MASONRY S 1 2! $ FIXED UNIT ON SHEET 1 I 8 CENTER = 8 SCREWS (ITEM #8) BY OTHERS 11 u ;; HORIZONTAL CROW SECTION / X BOTTOM = S SCREWS (ITEM #8) av EXTERIOR ` Q 5 OUTSWING SHOWN 2 6 X m / VMIN, 5 \ C� 2 a 1 2 7 I•MINQ a 3' / EXTERIOR I TERIOR Y O 1'MIN. V 1N. 1'MIN. \�, `SEE REMI{7 I� 1•EMBEMIN. EMBED I•MIN. ON SHEET 'Z w QZp 1'MIN. 1'MIN. MAX. Z S(J '\ INTERIOR SHIM Di 4 CI Z /N / 1•MIN. MIN.EMBEO 3 N I'MIN. ��. \ �� VMIN OUTSWINGOCROSS SE UNIT I� A a^EE NOTE M r MIN. HORIZONTAL CROSS SECTION +LT z 1'MIN.F-L ON SHEET 5 1'MIN. %]yo1+hU�AByr�lc G $ LAN •• 1 IW MAX _ SEE NOTE#7 ♦\\\"!S F, 5 SHIM I _ ON SHEETI ♦♦ _�TI��` O �I O \V, rr.rr rr 1EMBEDN SHIM EMBED. 1-MIN. ` :rr ' 0 OUTSWING HINGE JAMB AT FRAME OUTSWING LATCHJAMSATFRAME t'MIN. _ +T�12/2012012 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION �• * 'NONE NOTES: Q, I — SHIM 114• MAX. ' ',A� . G.LUBBECKE OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM q Re $EIjG (V ax. ew S,SAFFELL EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETEIMASONRY IIIT MIN. �j YJ ♦� BY OTHERS EMBED G. 11 °W'XO1 DITEM#6,(#9X21/2') TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 39'Y I 3O`p`T-E♦W6 A008731 �AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAAMUM SUPPORT. (NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB FBPE q�'W T .29578 T S - % a SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR IS REQUIRED J f —t 3 176"TYP.. 149" MAX. O.A. FRAME I DII711 ID7I I I L�__ I 6"TYP.� w j 0 I � 16 of I I I � 8 � I A+6 i xq� ro I I I E,-- ''t7 I I I 1 _I i 77�. 12-0 X 6-8 OUTSWING (60 ) ANCHOR' LOCATIONS (FROM EDGE OF FRAME) 105" MAX. O.A. FRAME r-3" P. 1 O3" TYP.---{ 4 s t- D7 ITtID7I I � t 1C7 I I B7 I C� o �--�7I i I iElE I 8-4 X 6-8 OUTSWING (44) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 9" TYP. 9" TYP. d 8" TYP. �� 8' TYP. 112 1/2" MAX FRAME �6"TYP. 6"TYP.--�I a 75" MAX FRAME f�-6"TYP. _ 6"TYP.--'�U ~ d 3 " P. 1 .771 O I I I Z I I N I I I I 0 + 0 w of IxI o I I I I I I 9-0 X 6-8 OUTSWING (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 'U O O X 1 ZD IL 6-0 X 6-6 OUTSWING (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) q 5 4 5 DETAIL A6 1 a (12) ANCHOR LOCATIONS AT MULI io POST OR DOUBLE -BACK JAMBS (3-0 SIDELITES ONLY) rL _ h: 12/20/2012 NONE R mow: S.SAFFELL m M.I.: A008731 -1- 6 K 7 37 1/2" MAX. O.A. a W 2 3 O.A. FRAME 6"TYP.� TYP. i XFT I I NOTE:SHIM FOR SUPPORT AT I I a OR NEAR EACH ANCHOR 'A I F jl 1 IS REQUIRED I 1 ;r I c; v U E7 E7 -0 3-0 X 6-8 OUTSWING - (15) ANCHOR LOCATIONS 4 S 6-0 X 6-8 OUTSWING SIDELITE / ACTIVE PANEL (FROM EDGE OF FRAME) (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 15 1/2" MAX. O./ FRAME 74'1 'TYR 61TYR If T ID 1 � I X 4 5 v 11 1/2" MAX. O.A. ID7' 7I 7 I T I X I � X 0t I a I p} F �E7I E7I 9-0 X 6-8 OUTSWING (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 89 1/2" MAX. O.A. FRAME 1 �3"TYP. 6"TYP.-I X 1 X I I I I I II '1 1-2 X 6-8 SIDELITE 1 4-2 X 6-8 OUTSWING - Ci 7-2 X 6-8 OUTSWING (14) ANCHOR LOCATIONS (24) ANCHOR LOCATIONS (30) ANCHOR LOCATIONS (38) ANCHOR LOCATIONS (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) s'I~ (FROM EDGE OF FRAME) 3• TYP (FROM EDGE OF FRAME) I,1 53" MAX. O.A. FRAME 68 1/2" MAX. O.A. FRAME p +(�� TYP. 3°TYP. "�T I I I�1}- I 1 1 I I I I a 1 C 4 5 0 X 0 0 I X I I ci 5-4 X 6.8 OUTSWING 3•TYP.—I RE X 3" PFH O v SCREW rIx U o 1- BOTTOM SHOOT - X DETAIL B7 BOLT INSERT PLUG (12)ANCHORLOCATIONS DETAILC7 4 S 1-TOP ASTRAGAL AT ASTRAGAL DETAIL D7 STRIKE PLATE DETAIL E7 (6) ANCHOR LOCATIONS AT MULL POST OR DOUBLE -BACK JAMBS HEADER STRIKE PLATE SILL PLUG INSERT 4 5 (1-2 SIDELITES ONLY) AT ASTRAGAL AT ASTRAGAL G� zo z zi % ° z wx N S `a o z • O to 12/20/2012 er.G.LUBBECKE aas+: S.SAFFELL A008731 � 7 d 7 Michelle Franklin, CFA-- Saint Lucie County Property Appraiser -- All rights reserved. Building Information Finished Area:1,256 SF Gross Sketched Area:1,744 SF Exterior Data Building Type: HC- Grade: C- Year Built: 1974 Effective Year: 1990 No. Units: I Primary Wall: CB Stucco Secondary Wall: Roof Cover: Dim Shingle Roof Structure: Gable View: Frame: Story Height: 1 Story Interior Data Bedrooms: 3 Full Baths: 1 Half Baths: 0 Primary Int Wall: Drywall Primary Floors: Carpet Avg Hgt/Floor: 0 Heat Type: FrcdflotAir Heat Fuel: ELEC Electric: MAXIMUM A/C %: 100% heated %: 100% Int Sprinkler %: 0% 1 i cd' OOOU-b ZWU -W CD bject to change and is provided without any warranty. rerty Appraiser. All rights reserved.