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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online d�of�a r User Registration i. Hot Topics 0iin Product Approval o USER: Public User Prod= AQQrmAl Idly > Prnrluit or Anolirannn Annliretmo t list > Application Retail FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL13540-R4 Revision 2014 Approved SCANNEL, BY Sfi. Lucie Cm mtl *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. no JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com Kaede McLaughlin fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customemerviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 ASTM E331 2000 Approved Testing Lab FL13540 R4 Eauiv D-WEN ASTM E1996 Equivalency Letter.12df hnp://www.floridabuilding.oM/pr/pr_app_dtl.aspz?pam GEVXQwtDquynOPErOHeefVE2F1sURDFOyC%2b9XpvMbL.DS6mbMhg5g%a4d%id[3/1520179:44:02ANq Florida Building Code Online ' Product Approval Method Method 1 Option A Date Submitted 10/20/2016 Date Validated 10/23/2016 _ Date Pending FBC Approval Date Approved 10/30/2016 _—. . _._ Samm'ary ofProducts _ FL # I Model, Number or Name Description 13540.1 Contours Steel, Wood Edge 3'-2" x V-10", Opaque Inswing and Outswing Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1354O R4 C CAC NIO10116-R4.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2026 j Design Pressure: +55/-55 Installation Instructions Other: FI1354O R4 IT 3W1 62009 SS 014-11-11 odf Verified By: Hermes F. Norem, PE 73778 Created by Independent Third Party: Yes I Evaluation Reports A FL13540 R4 AF PFR3291 SS 2014-11-11 ndf Created by Independent Third Party: Yes I of Use r Approved for use in HVHZ: No i ; -�' Approved for use outside HVHZ: Yes Impact Resistant: Yes �.. �. Design Pressure: +55/-55 Other: Certification Agency Certificate FL1354O R4 C CACNI010116-R4 odf Quality Assurance Contract Expiration Date 12/31/2026 Installation Instructions FL13540 R4 II IW1670O9 SS 2014-11-11 odf Verified By: Hermes F. Norem, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R4 AE PER3291 SS 2014-11-11.pdf Created by Independent Third Party: Yes 13540.3 ( Contours Steel, Wood Edge 3 del tee Inswing and Outswing Door with Transom and Limits of Use _ Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: 1h �- 13540.4 Contours Steel, Wood Edge a Limits of Use "eir;= Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: 13540.5 Contours Steel, Wood Edge Certification Agency Certificate FI1354O R4 C CAC NIQJQI16.02-R2.ndf Quality Assurance Contract Expiration Date 12/31/2019 Installation Instructions FL1354O R4 II IWI6 009 SS 2014-11-1l.odf Verified By: Hermes F. Norem, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R4 AE PER3291 SS 2014-11-11 odf Created by Independent Third Party: Yes T-5" x 6'-10", Opaque Inswing and Outswing Door with Sidelites Certification Agency Certificate FL1354O R4 C CAC NI01O116.02-R2.odf Quality Assurance Contract Expiration Date 12/31/2019 Installation Instructions FL1354O R4 II 1W162009 SS 2014-11-11 odf Verified By: Hermes F. Norem, PE 73778 Created by Independent Third Party: Yes Evaluation Reports F 1 r40 R4 AE PER3291 SS 014-11-11 odf Created by Independent Third Party: Yes 4'-3" x V-10", Opaque Inswing and Outswing Door with Sidelite http://vw .floridabuilding.orglprlpr app dtl.aspx?pu mwGEVXQMDquynOPErOHeefVE2FJsURDFOyC%2b9XpvMbLxDS6mbMhg5g%>id%3d[3115120179:44:02 AMJ Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1354O R4 C CAC NIO10116,02-R2,12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL1354O R4 II 1W16 009 SS 014-11-11 old j Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R4 AE PER3291 SS 2014-11-11,E)df Created by Independent Third Party: Yes 13540.E Contours Steel, Wood Edge 3'-2" x 7'-11", Opaque Inswing and Outswing Door with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F 1 540 R4 C CACNI010116 0 -RJ ndF ' Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R4 IT 1WI620O9 SS 2014-11-11 pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13 40 R4 AE PER3291 SS 2014-11-11j)df _ Created by Independent Third Party: Yes ea N�z'Jt Contact Ile :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, BSp.4g7-I B24 The State of Florida is an A VEEO employer. Cnnvrieht 2007-2013 State of Flor'do :: Privacv Statement :: Accessibility statement :: Refund Statement Under Florida law, emall addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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 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: ® EtxF M Credit Card Safe hup:/lw y.Flo6dabuilding.org/pr/pr_app_dil.aspx?par GEVX"DquynOPErOHeefVE2FJsURDFOyC%2b9XpvMbLxDS6mbMhg5g%3d%3d[311520179:44:02 AMJ NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE • YORK, PENNSYLVANIA 17406 • TELEPHONE (717) 846-1200 FAX (717) 767-4100 www.ncflinc.com August 19, 2011 JELD-WEN Windows and Doors 3737 Lakeport Blvd. Klamath Falls, OR 97601 Re: ASTM E1996-05 equivalence to the ASTM El996-06 or ASTM-02 test methods To whom it may concern; This letter is written to state that products successfully tested to the ASTM El996-05 criteria also meet the testing requirements ASTM E1996-06 or ASTME1996-02 up to Wind Zone 3. Products must meet additional impact requirements to be equivalent to ASTM E1996-06. The revision from ASTM E1996-05 to ASTM E1996-05b and subsequent versions introduces the additional Wind Zone 4 impact requirement that differs from previous versions: "5.3.3.6 In Wind Zone 4, impact the integral mullion and other intermediate members such as a meeting rail, check rail, or meeting stile mid -span...". In virtually all methods, criteria and other aspects, the testing requirements of ASTM E1996-05 are equivalent to the comparable elements of the ASTM E1996-06 or ASTM E1996-02 requirements and methods. Therefore, products that have passed the ASTM El996-05 testing also qualify under the aegis of the ASTM E1996-06 or ASTME1996-02 test methods for Wind Zone 3. Wind Zone 4 compliance is only met by products as long as the additional shot to intermediate members has been performed. Respectfully, NATION L CERTIFIED TESTING LABORATORIES, INC. Ray Lamb, P.E. Professionols In The Sclence of Tesfing NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: NI010116-R4 Pagel 02/11/2010 10/12/2016 Structural JELD-WEN 1822-1 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. Company: JELD-WEN 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Line: Jeld-Wen's "Energy Saver/Contour" Impact Rated Wood Edge 24 Gauge Steel Side Hinged Doors Test Report: SJW2009-199, SJW2009-199 Addendum (06/09/2014)/SJW2009- 200/SJW2010-001/W-1685/W-1695/W-1788 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consisted of finger jointed pine wood head and jamb members. The frame jambs were milled and joined to the frame head using a rabbet joint and four (4) 1.6 tutu x 11 mm x 51 mm (16 GA x 0.483" x 2") staples per corner. The frame sill was square cut, sealed with a foam gasket and joined at each end to the frame jambs using three (3) 1.6 tutu x 11 mm x 51 nun (16 GA x 0.483" x 2") staples through the jamb and one (1) 4.2 mm x 51 turn (#8 x 2) flat head screw through the sill per comer. 1.2 Door Leaf Construction: Each door leaf consisted of a 0.71 mm (0.028") thick galvanized steel skin on the interior and exterior surfaces with an internal polystyrene core. The door leaf face sheets were glued to the core and laminated veneer lumber (LVL) stiles and top rail. 1.3 Side-Lite Construction: Each side-lite consisted of a 0.53 mm (0.021") thick galvanized steel skin on the interior and exterior surfaces with an internal polystyrene core. The side-lite leaf face sheets were glued to the core and laminated veneer lumber (LVL) stiles and top rail. National' Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 TEL(804) 684-5124 FAX(804) 684-5122 Certification No.: NI010116-R4 Page 2 1.4 Glazing (where used) Sidelites- The overall insulating glass unit comprised of two (2) panes of 3.2 mm (0.125") nominal tempered glass. Transom- The overall insulating glass unit was comprised of two (2) panes of 2.2 mm (0.087") nominal annealed glass. 1.5 Mullions: The laminated veneer lumber (LVL) integral mullion was milled at each end and fastened to the head and sill using three (3) 4.2 mm x 64 mm (#8 x 2.5") flat head screws. The combination mullion consisted of finger jointed wood frame head of the OXO SHD joined with finger jointed wood frame sill of the fixed transom. The mullion joint was fastened on the interior and exterior sides using one (1) 27 mm x 13 mm x 0.64 mm (1.063" x 0.5" x 25 GA) corrugated nail at approximately 51 mm (2"), 152 turn (6"), 343 mm (13.5"), and 610 mm (24") from each end. Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Global 2.3 Sills: Out-Swing-AFCO Model 117TH973 Out-Swing-AFCO Model J-2297 In-Swing-Endura ZAILP56WMF 120 In-Swing-AFCO A-276 (In -swing single door only) 2.4 Hardware: Kwikset Lock Series 400 Kwikset Deadbolt Series 6600 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 Certification No.: NI010116.01-R3 Page 3 3737 Lakeport Boulevard Certification Date: 02/11/2010 Klamath Falls, OR 97601 Expiration Date: 12/31/2026 Revision Date: 10/12/2016 Product: Series "Energy Saver/Contour" Wood Edge 24 Gauge Steel Side -Hinged Doors w/ or w/o Side-Lites or w/ or w/o Transom (w/Wood Frame unless noted) Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-OS/E1996-05b To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if anv corrections are rennired to this dnenmer,t Configuration Inswing or Glazed or Maximum Design Pressure Water Test Pressure Missile impact Test Report Number Drawin Number & X I/S Opaque 37'x 6'10" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single Wind Zone 4 (06/0912014) /PER 2947/W-1685/W-1695/W-1788 Missile Level D Max Panel Size: 3'0" x 67' Anchor Details: JWI62009(1-16 AO11271 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Max Panel Size: 3'0" x 67' Single Wind Zone Missile Level D Anchor Details: JW1620091-16 /AO11271 XX I/S Opaque 6'2"x 6'10" +551-55 psf 0.0 psf Yes SJW2009-200/SIW2009-199/SJW2009-199 Addendum Double Wind Zone 4 (06/09/2014) /PER 2947/W-1685/W-1695/W-1788 Missile Level D Max Panel Size: 3'0" x 67' Anchor Details: JW1620091-16 /AO11271 XX O/S Opaque 67' x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Double Wind Zone 4 (06/0912014) /PER 2947/W-1685/W-1695/W-1788 Missile Level D Max Panel Sim; 3'0" x 67' Anchor Details: JW 162009(1-16) /A011271 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 Certification No.: NI010116.02-R4 Page 4 3737 Lakeport Boulevard - Certification Date: 02/11/2010 Klamath Falls, OR 97601 Expiration Date: 12/31/2026 Revision Date: 10/12/2016 Product: Series "Energy Saver/Contour" Wood Edge 24 Gauge Steel Side -Hinged Doors w/ or w/o Side-Lites or w/ or w/o Transom (w/Wood Frame unless noted) Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertificafion.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAM[ ifanv enrreetinna are rennired in this dncnmenr Inswing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number & Outswing Opaque Size Pos/Ne s Rated Comments OX/XO I/S or Door -Opaque 4'3"x6'10" +551-55 psf 0.0 psf Door -Yes SJW2009-200!SJW2009-199/SJ1V2009-199 Addendum Singlew/Sidelite O/S Sidelite-Glazed Wind Zone 4 Sidelite-NO (06/09/2014)/PER 2947/W-I685/W-I695/W-1788 Missile Level D Max Panel Size: 3'0" x 67' Sidelite DLO: 7" x 63" Glazing: 10-1/9" Tempered Glass Anchor Details: JW 1620091-16 /A011271 OXO I/S or Door -Opaque 5'5" x 6' 10" +551-55 psf 0.0 psf Door -Yes SJW2009-200.tS1K2009-199/SJW2009-199 Addendum Singlew/Sidelites O/S Sidelite-Glazed Wind Zone 4 Sidelite-No (06/09/2014)/PER 2947/W-1685 W-1695/W-1788 Missile Level D Max Panel Size: 3'0" x 67' Sidelite DLO: 7" x 63" Glazing: IG-1/8" Tempered Glass Anchor Details: 1W1620091-16 /AO11271 O/X I/S or Door -Opaque 37' x T 11" +551-55 psf 0.0 psf Door -Yes SJW2009-200B1W2009-199/S1W2009-199 Addendum Single w/Pransom O/S Sidelite-Glazed .Wind Zone 4 Sidelite-No (06/0912014)/PER 2947/W-1685/W-1695/W-1788 Missile Level D Max Panel Size: 3'0" x 67' Sidelite DLO: 7" x 63" Glazing: I0-1/8" Tempered Glass Anchor Details: J W 162009(1-16) /AO 11271 O/OXO I/S or Door -Opaque 5'5"xT11" +55/-55 psf 0.0 psf Door -Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Singlew/Sidelites O/S Sidelite-Glazed Wind Zone 4 Sidelite-No (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 & Transom Transom -Glazed Missile Level D Transom -No Max Panel Size: 3'0" x 67' Sidelite DLO: 7" x 63" Glazing: IG-1/8" Tempered Glass Anchor Details: JW1620091-16 /A011271 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: ,srD JELDIVEN® — 74' MAX. OVERALL FRAME WIDTH CONTOURS STEEL DOOfl, WOOD EDGE 72 1/4' MAX. PANEL WIDTH — 6.0 X 6-8 U(X) & 5.4 X e-0 (O/OXO) _ 36 318" WITH _ INSWINGIOUTSWING ASTRAGAL 24 CA STEELWPACT LOOR SYSTEM GENERALNOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND / \ FLORIDA BUILDING CODE(FBC) BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS BEEN TESTED TO ASTM E330-02, E331-00, E283-04, E1886-05, E7996-051b, & AAMA 13D4-02. / \ SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE (WD) 4 RATING. DOOR SYSTEMS S 26 HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE (WD) 3. Q' / \ NOTE: GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED, i 25 2. 2X AND IX WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER �.' y / ------ LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR wm O EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. p'g 6 4. FOR DESIGN PRESSURE RATING SEE TABLE I, SHEET 1. X 6 5. SCALE BASED ON 11a17 SHEET SIZE. 4� NO \ 3. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. y \ / 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. a. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING J RI DCTIO 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.O. INACTIVE ACTIVE ASTRAGAL A THE FACE SHEETS ARE GLUED TO I SUBSTRATE WITH LMC ADHESIVE. CORE DESIGN: THE CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANDED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24-GAUGE (.021- MIN) GALVANIZED STEEL. THE AVERAGE MIN. YIELD STRENGTH OF 24 GA SHEET METAL SKIN IS 40.300 psi. THE FACE SHEETS ARE BENT 90- OVER THE 1.688' X 1.0" LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE 1.688- X 1.203- BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018- MIN) STEEL. THE LOCK BLOCK IS 1.688' X 31/8' X 12" FINGER JOINTED PINE. SIDELITE CONSTRUCTION: EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, INCLUDING CORE DESIGN, BUT EXCLUDING THE WOOD LOCK BLOCK. INSULATED GLAZING CONSISTS OF TWO 0.125' TEMPERED GLASS PANES SEPARATED BY A 0.75-AIR SPACE. FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING. THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7/16' X 2" LONG STAPLES AND ONE #BX2 FH WOOD SCREW PER CORNER. INSWING SYSTEMS HAVE A #8X2 FH WOOD SCREW IN EACH SILL/JAMB CORNER ANGLED FROM SILL INTO THICK PORTION OF JAMB. TOP FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA 7116' X 2' LONG STAPLES AND ONE #8X2 PH WOOD SCREW PER CORNER. INSWING UNITS WITH A GLOBAL ASTRAGAL ATTACHED TO THE INACTIVE PANEL, HAVE A 7/16' HOLE DRILLED AT THE CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT. OUTSWING UNITS WITH AN INACTIVE PANEL, TAKE A 1/2" HOLE AT THE CENTER OF THE SILL AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 2.1/2' SCREWS TO RECEIVE THE BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 10 HOLE AT THE CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X21/2' SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT. ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 SILICONE. IS, SILLS AND JAMBS ARE MADE OF CORNERS ARE JOINED USING RABBET DOUBLE UNIT(XX) NOTE (INSWING IMPACT) TABLE OF CONTENTS SHT# DESCRIPTION 1 INSWING ELEVATIONS & GENERAL NOTES 2 INSWING ELEVATIONS 3 INSWING ELEVATIONS & BILL OF MATERIAL 4 INSWING VERTICAL CROSS SECTIONS 5 INSWING VERTICAL CROSS SECTIONS 6 INSWING HORIZONTAL CROSS SECTIONS 7 INSWING HORIZONTAL CROSS SECTIONS 6 OUTSWING ELEVATIONS 9 OUTSWING VERTICAL CROSS SECTIONS 10 OUTSWING VERTICAL CROSS SECTIONS 11 OUTSWING HORIZONTAL CROSS SECTIONS 12 OUTSWINGHORIZONTAL CROSS SECTIONS 13 ANCHORING LOCATIONS 14 ANCHORING LOCATIONS 15 ANCHORING LOCATIONS & DETAILS 16 UNIT COMPONENTS TABLE 1 DESIGN PRESSURE RATING DESIGN PRESSURE RATING: SINGLE DOOR WITH & WITHOUT DOUBLE DOOR /O SIDLITE OR TRANSOM INSWING POSITIVE +55 +55 NEGATIVE -55 -55 +55 OUTSWING NEGATIVE -55 -55 JOINTS, SILICONE SEALANT AND FOUR 16GAX7/16' X 2"LONG CROWN NOTES: STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2- MASONRY AND CONCRETE OF THE TWO FRAMES. 1' X 1/2' CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND #8 X 2- SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A digitally signed by Hennes F. Norerc,P WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH easoLclamapprovin9 Bmdaumem OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD a t..2014.11.111#o4a4A)SW IN PLACE WITH 16GA X 7116' X 2' STAPLES: TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF 1/6' ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE GLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE GLASS PROVIDES A 7116' AIR GAP. m m 25 0- m 0 (J fL ZJ 0 zoa. om Z W LL m 2i Q W p n�u�i JW162009 O 641/2' MAX OVERALL WIDTH.. — 64 1R' MAX O.V.A WIDTH — 0 58 'MAX. D.L.O. 354" MAX PANEL WIDTH OVERALL WIDTH o to NOTE 2 26 ¢ \ O 26 Y \ O cr O \ CJ Q O O p x 7 w x w Z J m w w 0 y 0 a LL N 5w � W m \ x d \ 6 qa W Y ao M 6 w o a NOTE 2 0 0— n 2 NOTE 2 NOTE 2 0 --- O n ci 8 , b B 0 / NOTE 2^ m Y a a NOTE 2 v`O m NOTE 2 7' MAX. ^ 7' MAX. MULL POST m - s wDOw e 7'MAX. 0�N D.L.O. MULL POST 30:09d z / 12" MAX. A rc j N O C NOTE2 NOTE 2�� NOTE PANEL WIDTH 4 0 Itw TRI UNIT (OXO) TYR 12' MAX NO E 2 p m z w B NOTE2 (INSWING IMPACT DOOR WITH PANEL WIDTH 353/4'MAX W_y 0 4 12'MAX. NON-IMPACTSIDELITES PANEL WIDTH w O NOTE2 PANEL WIDTH iO� w 353/4-MAX DUAL UNIT (O%) y,60 y PANELWIDTH TYP' L3 FRAME XDTH 1 (INSWING IMPACT DOOR WITH FRAME WIDTH _I 0,o: MULL POST NON -IMPACT SIDELITE) z 6yo o z00 ? F TRI UNIT(O/OXO) n0 (INSWING IMPACT DOOR WITH NON -IMPACT SIDELITES & TRANSOM) \ w g m 26 \ i zw zu w 25 \ J ox, �^ 0000 W W S 0 0" a 7 O' woo / N NOTE NOTE �: w ^ NOTES: 1- ALL VIEWS FROM INTERIOR. o ry o / 2- MASONRY AND CONCRETE CONSTR �R"SI FIIt,Q ,, m a O .. �. z O L OPIE' 12/31/09 A B NOTE 2 7 ° . swe u=T 1' * *LUBBECKE T T i y p0 •: wI.ar: S. FREY PANEL WIDTH SINGLE UNIT(X) 'i�FS'n'•m��_�` uw 3W162009 (INSWING IMPACT) 'Y{�MY''y� p _ 37 1/2' MAX O.V.A. iv G FRAME WIDTH 31 1/2' MAX. D.L.O. n 0 NOTE 2 I 26 i w o2s` �_ .' w q w \ Om a 7 3 NOTE NOTE m C D NOTE 2 353/4' MA%. PANEL WIDTN SINGLE UNIT(O/X) (INSWING IMPACT DOOR WITH NON -IMPACT TRANSOM) NOTES: 1- ALL VIEWS FROM INTERIOR. 11//// 2- MASONRYAND CONCRETE CONSTRL1 N. / O n > O J m CJ QJy Z0¢Ln Z W LL LU 1 F �Saa O n to �mYa Wu w--w 06d 3�0 O%0 D�Z Wby r'� m 0 i �O9 o z ? aU zw a¢ jQ WC z 0 y wm z_ < fga N m 0w ICOC UUR w owgi 0000 woow 20 N D K ' f o `� 1, : • ZF .�,a.r.E.�a>n.eG� Fero can'd�,lilaklOdNo. zesm Dore 12/31/09 c.eO,LUBBECKE srvEE for 16 Item DESCRIPTION Material 7 HINGE JAMB 17l4'%4-9H6'FINGERJOINTED PINE PINE 2 HEAD JAMB 7114'X4-9116"FINGERJOINTED PINE PINE 3 LATCH JAMB 1-114'%4A716'FINGERJOINTED PINE PINE 4 SIDELITE JAMB 1-11d'X4-911fi'FINGERJOINTEO PINE PINE 5 q70 PHILLIPS FLATHEAD WOOD SCREW WITH 712'MIN. EMBEDMENT STEEL 8 4'%4'BUTT HINGE I2GA. .089'MIN STEEL 7 f{9XYd'PHILLIPS FLATHEAD WOOD SCREW STEEL 6 g10X11R'PHIIIIPS FLATHEAD WOOD SCREW STEEL 9 3116•ITW BUILDEX TAPCON WITH17/4'MIN, EMBEDMENT STEEL 10 COMPRESSION WEATHERSTRIP AM 11 INSWING THRESHOLD ENDURA MODEL VAILPSfiWMF12060fi3T5/COMP. ALUMINUM 12 q8 X2712'PHILLIPS FLAT HEAD WOOD SCREW STEEL 73 EXTRUDED ASTRAGAL GLOBAL fi0fi3d6 AL ALUMINUM 74 NOT USED 15 SIDELITESEAT Z60 SERIES ENOURA VINYL 1fi TOP RAIL LAMINATED VENEER LUMBER LVL LVL 17 BOTTOM RAIL 25GA. 0.018' GALVANIZED STEEL STEEL HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL 19 TCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL 20 LO LOCK 1-11116'X3-1/B'%12 FlNGERJOINTED PINE TREATED PINE 21 COL. LIP- FRAME P IC 22 1°O.V.A INS TED TEMPERED GLASS LASS 23 16 Ga. 7116' CRO 2' LONG STAPLES STEEL 24 CORRUGATED W11L 1i 1-1/i6'25 GA. STEEL 25 KWIK$ET LOCK SERIES 40 STEEL 28 KWIKSET OFADBOLT SERIES6 STEEL 27 qe %2'PHILLIPS FLATHEAD WOODS STEEL 26 2X WOOD BUCK GRADE2SOUTHE LLO INE WOOD 29 NON -COMPRESSION SHIM W000 30 EXPANDED POLYSTYRENE 1.O TO iTS NS FG BY JEL0.WEN FOAM 31 STEEL DOOR PANEL SKIN MATER GA GALVAN A4i25 COMMERCIAL DUALITY O. MIN. THICK. FIBERGLASS 32 INGWING VINYL DOOR BO SWEEP VINYL 33 CORNER PADS 2', LO OAT THE BOTTOM OF EACH JAMB LEG SETTING ON TOP KE SILL BEHIND THE WEATHERSTRIP FOAM 34 OUTSWING ESHOLD AFCO MODEL 117TH973 6063-T5ICOMPOSITE A_ INUM 35 MULL .EDGE GLUED FINGERJOINTED PINE PI 36 31 OUNOED SCOTIA LAETIC 3 'SILICONE BEAD DOW 1199 SILICONE B JAMB,1-1I4°%4-0/2'FINGERJOINTED PINE LVL 39 OUTSWING THRESHOLD AFCO MODELJ-2297 6063-T6 ALUMINUM 40 ASTRAGAL BOLT 0.313 DIA. STEEL 47 OPTIONAL iX WOOD BUCK GRADE2SOUTHERN YELLOW PINE WOOD 42 11fle O.V.A. INSULATED 1/6' ANNEALED GLASS GLASS 43 1'STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER AL.ISEALENT 45 GLAZING CLIP ELLULAR PV 46 SASH CELLULAR PV 47 STRIKE PLATE GLOBAL STEEL 46 DEAD BOLT BACK PLATE SINGLE DOOR BYSTEMS ONLY) STEEL 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC ' N m m m IW MAX N zo 0 mo SHIM THK. m J m m L N o yp 112' D MIN. EMS. z EXTERIOR 'o i U 0. 3 Z m3 ® Nz Z -T-- I _ m�� INTERIOR w m. m N � 2 j O 79' MAX PANEL HEIGHT P m i v MIN. EMB.'{ N _I < mp a aD SHIM THK. �I zC5 z IiJ z O EXTERIOR I 00 nm Nzz 4111 10 mz N Z INTERIOR ro 3 s� z I 79' MAX PANEL HEIGHT m I-1 1/4' MIN. EMB. P A N O O ym_ TIII IIIII 1/4' MAX*< m m Om z SHIM THK. 0A o m o m O`mm� j 11Y2° n OD3- ma MIN. EMS. m0Om 3 . p m yZ' � m T EXTERIOR J g j V _ 0MN zomy>O ZZ Oxz TD <ON O I }. ID n2DD 0 H \ Z O A m ' m INTERIOR m N 09 mm0 Kz- U m '� m o z w m' �' C 71/2' MAX. D.L.O. z m D L79' MAX PANEL HEIGHT O v A z NL 12° MAX. PANEL HEIGHT — m v — 131P2' MAX. FRAME HEIGHT P v m m 11/4' N O MIN. EMB. m ^� ^' ma 1/4-MAX 0 z'• n e u>m SHIM THK. �jT-' 3 \ 0 FE OEXTERIOR 1 $ 0 Z. G Om mZ iz Z INTERIOR P ¢¢�� •y.... m O N m m e z =S� dpi ti m D 79' MAX PANEL HEIGHT 712' MAX. D.L.O. m m '0 L 12' MAX. PANEL HEIGHT m = z0 1 1/4' MIN. EMS. Ll 131/2' MAX. FRAME HEIGHT m 3 9 P PRODUCT: F - CONTOURS STEEL DOOR, WOOD EDGE cs B-0zB-S IXX>a5-4as-8(aoxG) JELD-WEN, INC. INSWING/OUTSWING24GA. STEEL 3737 LAKEPORT BLVD. B 10.27.14 5TH ED CODE CHANGE SM PABTORASSEMBLY. KLAMATH FALLS, OR, 97601 A 12.01.11 2010 CODE CHANGE JLA < x NO DATE I DESCRIPTION BY INSWING VERTICAL CROSS SECTIONS PH. 541-882-3451 ^� REVISIONS m SHIM a :1 /NEMB. INTERIOR LASS zm o | MAX D I NTOURS STEEL DOOR, WOOD EDGE JELD-WEN, INC. G VERTICAL CROSS SECTIONS PH. 541-882-3451 ... REVISIONS 1/4" MA%. 25 SHIM THK. 1 1/2" 13 10 1 1/4 SEE DETAIL MIN. EMS, o 19 19 MIN. EMS. `-{t 31 30 SEE NOTE4 2g 41 SHEET 15 Q m EE NOTE 3 2 1/4° MA%. SHIM 1*MIN. o SEE DETAILA THK. �- a O SHEET 15 1' MIN. 31 ig 10 w h W 1 .II 1'MIN. 1'MINz Z O J 30 31 20 31 w w W LL m INTERIOR 18 70 w ww W Y S m 1'MIN0 3 J Q INACTIVE ACTIVE a;.. --,, g Z 30 INTERIOR O //�� .,4 r c y 1' MIN 7 6 9 0 28 41 EE NOTE 4 (HORIZONTAL CROSS SECTION o / \ HORIZONTAL CROSS SECTION m Y d 6 VIEW AT ASTRAGAL INTERIOR 30 7 29 6 VIEWAT DOOR LATCH/SIDE JAMB �� 8 (WOOD INSTALL) 4' MAX. / \ HORZONTAL CROSS SECTION 1/4"MAX 11/2' SHIM THK. 6 VIEWAT DOOR HINGE/SIDE JAMB SHIM THK SEE DETAILA w m MIN. EMB. (MASONRY AND CONCRETE INSTALL) 11/2' SHEET IS w o 1 SEE DETAIL 4 w H SHEET 15 MIN. EMB. L Cow w 1°MIN 2841 SEE NOTE I 37 31 30 21 00¢ w 1/4'MAX. 3-n N 18O BHIM THK. O x U 81. - 10 18 ( SEE DETAIL i Irk 00�Z 01'MIN 5 i'MIN. 4 SHEET15 z I 1'MIN. w^w z W L + 1 ' S fK0 � N O 30 r 10 1g 125EE NOTE a�i m Z SEE NOTE4 841 8 29 6 7 Zf'MIN 9 I - INTERIOR 00�3 a O INTERIOR 1- MIN w a ;' `, SEE 41 28 29 36 4 F w o z ^{ a _ _ NOTE4 F HORIZONTAL CROSS SECTION o O ¢ y �1 HORIZONTAL CROSS SECTION rc U a z p 6 VIEW AT FIXED PANEUSIDEJAMB a a 6 VIEW AT DOOR HINGE/SIOE JAMB 29 .,3D 8 INTERIOR (WOOD INSTALL) (WOOD INSTALL) 6 7 NOTES ' _ m 1/4°MAX. 1114" 1. FOR ANCHOR SPACING, SEE SHEETS 13,14 HORIZONTAL CROSS SECTION SHIM THK MIN. EMB. & 15. 0 w fi VIEW AT DOOR HINGE/SIDE JAMB _� 2. SPACING FOR ITEM #12 FROM TOP DOWN: MIN. EMS. 1/4' MAX. SHIM THK. SEE DETAIL < z z (MASONRY AND CONCRETE INSTALL) SHEET 15 29tz 6', 28-`g', 50-j', 73-}'. M ¢ 0 L_ 29 SEE DETAILA 4 3. ASTRAGAL SCREW SPACING FOR ITEM #27 w U a' i 4 SHEET 15 1/4" MAX. SHIM THK.. 1 1/2' 37 FROM TOP DOWN: }", 3-} . 20", 24-1-, 54}^, 59, p o p SEE DETAILA 4 MIN. EMS. 21 30 31 75-} & 78-}'. p U w m P1 SHEET 15 22 1g 4. 1X BUCK MAY BE UTILIZED AS AN OPTION woo w 1g 31 30 22 AS LONG AS MIN. ANCHOR EMBEDMENT t N G 21 30 31 37 DEPTH, INTO MASONRY, CONCRETEOR2WOOD, IS MAINTAINED.4." z i 18 5. TAPCON (ITEM #9) ANCHOR SPACING SAME -INTERIOR AS WOOD ANCHOR (ITEM 451 SPACING. 6. OPTIONALLY. ANCHOR CAN g5fILRGbp�IN INTERIOR NARROW SECTION OF H�q�� ffASEE NOTE 2 12 38 43 2841 3643 SEE NOTE 212 —L SEENOTE4 •, 7� are 12/31/09 SEE NOTE 4 12 SEE NOTE 2 -i 0 9 INTERIOR_: 3'=1' 38 d3 9 28 41 SEE NOTE4 / 1 HORIZONTAL CROSS SECTION 7 VIEW AT FIXED PAN EUSIDE JAMB = v : T T e C --" G.LUBBECKE I B 1 HORIZONTAL CROSS SECTION (MASONRY AND CONCRETE INSTALL) % O ; �� -p •y ty cxk er: S. FREY 6 VIEW AT FIXED PANEUSIDE JAMB ! H 1 HORIZONTAL CROSS SECTION o�uumxc xo: (MASONRY AND CONCRETE INSTALL) 0 (WOOD INSTALL) JAMB ��jp^c�1a.�y-pVf�+t4 JW162009 r c.:l dl11sRFlL'', xe aasre s�n6ar 16 RIOR 2 ''"" (�r1_ORIZONTAL CROSS SECTION VIEW AT HINGED PANEUSIDE LITE AT MULLION 1 1/4'MIN. EMS. TYP. "4" MAX. SHIM THK 1 1/2' . N. EMB.— SEE DETAIL A — SHEET 15 b ) ) SEE NOTE4 841 2 HORIZONTAL / CROSS SECTION \/ VIEW AT DOOR'LATCHISIDE JAMB (WOOD INSTALL) / 1 HORIZONTAL CROSS SECTION 7 VIEW AT FIXED PANEUDOOR LATCH AT MULLION 1/4' MAX SHIM THK. TYP. �B) SEE SHEET DETAIL15 A� . 3 SEE NOTE 1 114" MIN. EMI z i zM z fz z _y C 38 43 1 45 37 29 SEE ^ HORIZONTAL � NOTE4 VIEW AT FIXED CROSS SECTION v VIEW N FIXED TRANSOM (MASONRY AND CONCRETE INSTALL) IA" MAX. SEE DETAIL A SHIM THK SHEET IS 3 179 F'@ 7 A z SEE NOTE 4 2J41 HORIZONTAL CROSS SECTION SECTION 7 VIEW AT DOOR LATCHISIDE JAMB (MASONRY AND CONCRETE INSTALL) 1/4' MAX SHIM THK. TYP. 1 1/2" MIN. EMS. TYP. 38 SEE DETAIL L SHEET 15 4fi y 42 IFF f 5 NOTE — SEENOTE4 / 1 HORIZONTAL CROSS SECTION ] VI EW AT FIXED TRANSOM (WOOD INSTALL) NOTES 1. FOR ANCHOR SPACING, SEE SHEETS 13,14 & 15. 2. SPACING FOR ITEM #12 FROM TOP DOWN: 6'. 28-�, 504', 73-1'. 3. ASTRAGAL SCREW SPACING FOR ITEM #27 FROM TOP DOWN: }', 3-} , 20", 24-j", 544", 59" 75-1" & 78-4". 4. 1X BUCK MAY BE UTILIZED AS AN OPTION AS LONG AS MIN. ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD, IS MAINTAINED. 5. TAPCON (ITEM #9) ANCHOR SPACING SAME AS WOOD ANCHOR (ITEM #5) SPACING. 6. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB. H 1'MIN. — MINE &"•�•t"�.�'.11N"MIN. EMS. SHEET 15 lJ OPTIONAL MASONRY AND CONCRETE INSTALLATION FOR HEADERS AND JAMBS 111pD11p/� SEE NOTE 5&6, THIS PAGE-,I115$F. Nn. 0 r m m0 (J cc_J Z o a M Z W LL c0 W Y 2 m 35aa O t` GN J, JRS= M Y a W N O O WOw U OOb N O N N 3m� o O eX0 O OOZE ¢ #3 z wx� N'O J rc UObyK z 0 V z T T cnx.ar: S. FREV Ai ``� oaawmcno.: JW762009 F 26 w 25..,_. oz NOTE !lF�L2 N m L — 74' MAX. OVERALL FRAME WIDTH 721/4' MAX. PANEL WIDTH _ 36 3/8' WITH ASTRAGAL $x x Q / W O \ x 1 u NOTE2 m �m \ / NOT \ / T \ / 7" MAX. _ D.L.O. INACTIVE CTIVE - ASTRAGAL 'A B DOUBLE UNIT (XX) NOTE 2 OUTSWING IMPACT �O 51' MAX o —nvvneiiwrv'-�� 25 \ i L, a \ iLi x J 0 1 J w �! n NOTE2 7 NOTE2 0 b / 7' MAX. D.L.O. / LL m POST NOTE2 12' MAX. NO E 2 PANELWIDTH 353/4'MAX / DUALUNITTD (OUTSWINGNON-IMPACT IMPACT DOORWTH ) NON -IMPACT SIDELITE) 641/2' O MAX .MAXA WIDTH O _ 35_ ^ PANEL WIDTH I L \ v \ w •� x x 1 17 TNOTE 2oLLmST r MAX. D.L.O. 12' 14 1/2' MAX OVERALL WIDTH f-- 56 112° MAX . D.L.O. 37112' MAX O.V.A. NOTE FRAME WIDTH L 37 1/2° MAX O.VA. 31 1l2' MAX. D.L.O. I FRAME WIDTH C' OTE 2 \ � n zs \ w � J x QQQR w W >m an 7-7 W \ X NOTE2 / NOTE2 J PNOTE2 / NOTE2 / / NOTE2 VAX 35 314' MAX. C D PANEL WIDTH NOTE 2 35 3/4' MAX. SINGLE UNIT(DIX) PANELWIDTH SINGLE UNIT(X) (OUTSWING OUTS WING IMPACT IMPACT DOOR WTH NON-IMPACTTRANSOM) m J \ Om u / NOTE2 'u / MULL � POST B NOTE2 2 35 3/4' MAX 12' MAX. PANEL WIDTHPANEL WIDTH TRI UNIT(O/OXO) (O -IMPACT IMPACT DOOR TRANSOM) NON -IMPACT SIDELRE 8 TRANSOM) 1- ALL 2- MA'. ICHK.ev: S.FREY I JW162009 i 1'MIN. MIN. —1'MIN 1"MIN ai 1°MIN. 7 1'MIN NOTE 1 Y NOTE 1 MIN. 7°MIN NOTE 1 x m NOTE 2 NOTE 1 1" MIN 9 x w 1• MIN w 28 41 NOTE 2 28 41 Z 28 47 5 < Z 5 A 29 29 Im L 29 <I� �L 2936 .. m o _ . ^ z ' ,� 38 36 43 co x SEE DETAIL A x 1 Z O J 1? SEE DETAIL A 16 Fx- SHEET 15 37 42 O w 2 H 3643 = Z W w" m SHEET 15 _ 10 g N 76 11/i6'O.A. ❑ ZZJ N 37 O, O 3 g Q 42 SEE SHEEILA 10 a DETAILA 11/76'OA ❑ w O r g= 45 46 SHEET 15 �2 i 37 ' w Y D. n dd� a W 44 38 m 45 46 a z 37 n ry WOw B 2 ` 38 f °' OON m c. F 2 0., 0 K W 0: O 0.1 // < .0 U w O Z w 10 0 16 Zd a Z w a 30 WI i 30 0 7 37 w 31 mx O.Yo y ¢ ; n 17 e 0 a 17 zd n O 30 a n 30 10 w 10 O Y w Wgm 31 w 31 34 39 34 39 z n 0Z 17 77 ==0 28 41 W❑Lo SEE NOTE 1 g 0 00 nz w 0 10 10 m .4 00 � V. ❑Uww w 5 34 39 �1'MINI— jai$ 34 39 g —7°MIN —ICw I x < I—M" 1"MIN a� D VER, I AL C S SECTION DOORITRANSOM TYP. W 1 9 /- `• 1 VER ICAL CR BS SECTION, DOOR RANSOM TYP. 9 MASONRY AND RETE INSTALLATION ono C . V 9 WOOD FRAME INSTALLATION 0,6 2 1p\IIIII/7/�� 1' MIN 2.6 C .` Oq ', mrE 12/31ro9 3"=1' —1'MIN —'w I 1• I NOTE i-1XMAY BE UTILIZED AS AN OPTIDN AS I'— —� 1°MIN — ��4i�•'• r�"Q%swe: ?' MIN. LONG AS MINIMUM ANCHOR EMBEDMENT �'• 0 �+' G.LUBBECKE CROSS SECTION DOORTYP. DEPTH, INTO MASONRY, CONCRETE, OR z* me er S.FREY FRAME INSTALLATION VERTICAL CROSS SECTION DOOR TYP. WOOD IS MAINTAINED. = v anwixo v MASONRY AND CONCRETE INSTALLATION NOTE 2. OPTIONALLY, ANCHOR CAN BE PLACED A s1" IN NARROW SECTION OF HEAD OF JAMB. \ W 162009 Sx FET�g OF �j bYi 64FA•A1 \� 7j771f 1111\I\\1\` r"Ll INTERIOR yD z 1/2'GLASS EXTERIOR 1 112" MIN. GRIP TYP. EM 63-1/8"MAX D.L.O. pm INTERIOR GLASS GRIP TYP. 63 MAX �-1 114- MIN. EMS. z 0 m 114* SHI HK. 112* > IN. EMS. 0 0 1112" PMAAMAX. D.L. -i m - 12'M=PANEL IGHT PANEL 13 112H FR MAX. FRA HEIGHT 1 114" m 114"MAX MIN. EMS. SHIM THK m — 0 71/2"MAX] D.L.O. 12"MAX. PANEL HEIGHT - 13 1/2"MAX FRAME HEIGHT m O mo .8 z 0 , mm m 0 m T mmo 114' MAX SHIMTHK. ZE Om < L m INTERIOR m� ozo- 0o > MIN. EMS. K'Km >o 0 > 1 K 2 '-E v 2 E om 2 T—F - 0 20mm m 0 zm 0 :< > m 0 'o z 0 0 Z �o '�o j-10 'nv '. Oz Z' TER R1 M� o Fj'z m I 1/2'MIN 12" GLASS C X m xt z m I m EMS. GRIP P. - 63-1/8" D.L.O. 0 m 14"MAX m M Yn m SHIM 0 _I m THK. 1 1/4' 8- INTERIOR eG) F MIN. EMS. > < m > > Q, 0 w z O 00 0, Z' � el 0 0 Z Z % 210 Hgo M z V Z w mGRIP z % 5: M z ti 0, 1/4' MIN. EMS. 0 I F-1 Fit Wa PRODUCT, CONTOURS STEEL DOOR, WOOD EDGE JELD-W EN, INC. Tma� �� 4--1 - 5, 0 S-a." =1 & 54'S-8 (o/OxO) INSWINGIOUTSWING 24GA, STEEL 'T 3737 KEPORT BLVD. 51 B 10.27.14 — 5TH ED CODE CHANGE j i� SM PART LY; NL1%WIA I N FALLS, OR, 97601 A 12d(HAI 201000DECLH E2 m 0 0 SECTIONS UTSWING VERTICAL CROSS SEICTIONS UT=NO PH. 541-882-3451 DATE DESCRIPTION RX-A BY REVISIONS 1/4' MAX. SHIM THK. 1 1/2• 13 70 25 11/4• SEE DETAIL 1 MIN. EMB. O 19 19 31 30 SEE NOTE 4 8 41 MIN. EMB. SHEET 15 I n SEE NOTE 3 27 1/4• MAX SHIM 1' ofMIN. ci m THK.JI SEE DETAIL —� m O SHEET 15 V MIN. 31 18 10 w (7 Q J 1 . 1'MIN. ; 1-MINz Z O Q m 30 31 EXTERIOR 20 31 Q. 19 10 I- N Z Y 2LU W INACTIVE ACTIVE 9 1' MINW 30 EXTERIOR O 3 g Q '',.;. wi•MIN 7 6 9 8 841 SEE NOTE L71`�10 r 1CORIZONTAL CROSS SECTION O / � 1 HORIZONTAL LATC SECTION 11 VIEW AT ASTRAGAL EXTERIOR 30 7 29 B 11 (VIEW ATWOOD INSTALL) JAMB 6 - (WOOD INSTALL) —{ 114. MAX t 1 HORIZONTAL CROSS SECTION 1/4' MAX 11/2' SHIM THK 17 "(VIEW AT MASONDOORHIONCR DEJAMBSHIMTHK. SEE OETAIIA w MIN. EMB. (MASONRY AND CONCRETE INSTALL) 11/2' SHEET I5 O 1 SEE DETAIL MIN. EMB. 4 w—w L SHEET 15 MIN. EMB. 00'~ 1'MIN. 841 SEE NOTE 37 31 30 21 OD im {{{...1/4'MAX. 2 3m Oz r 10 31 I SHIM THK. z 18 0O�po Ft0 18 I SEE DETAIL Oul iw Z1'MIN 5 1'MIN. SHEET75 E 0�13 Om w i 1-MIN. 1 5 w...F Z m w 31 y0 J 30 8 O 30 .. o tU 18 12 EE NOTE Mai � j0 SEE NOTE4 8 41 29 6 7 z1' MIN 9 EXTERIOR O "3 `� 0 EXTERIOR w a i/` ^ NOTE4SEE 128 29 3 4 o z�i 0 p 1'MINm HORIZONTAL CROSSSECTION OO _rc HORIZONTAL CROSS SECTION n O n 11 VIEW AT DOOR LATCH/SIDE JAMS I 29 O s 30 11 VIEW AT FIXED PANEI(SIDE JAMB (WOOD INSTALL) I 8 7 EXTERIOR (WOOD INSTALL) --JJ 6 NOTES m g m ^ 114" MAX. 1 114• 1. FOR ANCHOR SPACING, SEE SHEETS 13.14 w 1 1/4' !1 HORIZONTAL CROSS SECTION O w MIN. EMB. M4' MAX SHIM THK 11 VIEW AT DOOR LATCH/SIDE JAMB SHIM 7HK MIN. EMB. g 75, SEE DETAIL A 2. SPACING FOR ITEM #12 FROM TOP DOWN: L_ MASONRY AND CONCRETE INSTALL) 2 m z z0 29 SEE DETAIL SHEET 15 4 i 6% 28-{", 50-}', 734". O 0 F 4 SHEET 15 1/4' MAX. SHIM THK—I I` C F 3 3. ASTRAGAL SCREW SPACING FOR ITEM #27 wm w s i 3 SEE DETAIL A 4 +i 1 12' 37 FROM TOP DOWN: }', 3-s , 20', 24-}•, 54-}•, 5g• 0 0 y MIN. EMB. 21 SHEET 15 21 30 31 75-}' S 784. O O o W 10 31 30 22 22 18 4. iX BUCK MAY BE UTILIZED AS AN OPTION N m D 21 30 31 37 L Z AS LONG AS MIN. ANCHOR EMBEDMENT N Z 22 z DEPTH, INTO MASONRY, CONCRETE, OR z E f 18 WOOD, IS MAINTAINED. llz� f d i g�' 9 5. TAPCON (ITEM #9) ANCHOR SPACING SAME 5 EME4 AS WOOD ANCHOR ITEM #5 FACING. EXTERIOR6. OPTIONALLY, ANCHOR (rllA HLI 4D IN 36 43 �_ SEE NOTE 2 12 36 43 28 41 NARROW SECTION � }2 !ice 2841 12 SEE NOTE SEE NOTE 21241' /,� SEE NOTE 4 •'! P ' o"Fe: 12/31/09 9 SEE NOTE 4 EXTERIOR 36 43 29 28 41 SEE NOTE 4 / i 1 HORIZONTAL CROSS SECTION �• , 7 _ 11 VIEW AT FIXED PANEL/SIDE JAMB -* /,¢/*' oxv. EG.LUBBECKE �� (MASONRY AND CONCRETE INSTALL) + 9 T T F C z / G' 1 HORIZONTAL CROSS SECTION �� t 8/ cH" Br' S. FREY 11 VIEW AT FIXED PANEIISIDEJAMB / 1 HORIZONTAL CROSS SECTION �O.o -"+E gFEZ�`�� oanmxc xo: (MASONRY AND CONCRETE INSTALL 11 VIEW AT FIXED PANEL/SIDE JAMB iFS RW (WOOD INSTALL) �y11E�y�y'(�pw�fp°y.,, B�.q� JW762009 FBiECvi�AMilSLllrv�ko.SW1B BHEET�OF 16 1/4" MAX 1 12" MIN]fSHIMTHK.TYP. I EMS. TYP. 38 `SEE DETAIL ( / SHEET 15 F C A HORIZONTAL CRHORZONTAL CROSS SECTION 12 VIEW AT HINGEDOSS SECTION PANEUSIDE LITE AND MULLION 12 VIEWAT FIXED PANEUDOOR LATCH AT MULLION 1/4'MAX 11l4'MIN. _ SHIM THK TYP. EMB. TYP. r 38 SEE DETAIL 38 112" SHEET 15 MIN. EMS i u L 46 44 42 )u m T- r F Z n W i = i f O2 _ zi .- 36 43 r! NOTE EXTERIOR 8 41 SEE 9 SEE ^ NOTE �I HORIZONTAL CROSS SECTION 12 VIEW AT FIXED TRANSOM (MASONRY AND CONCRETE INSTALL) 1/4' MAX. SEE DETAIL A SHIM THK./—SHEET 15 / r 1 HORIZONTAL CROSS SECTION 12 VIEW AT DOOR LATCH/SIDE JAMB (MASONRY AND CONCRETE INSTALL) .1/4• MAX. SHIM THK. SEE DETAIL A SHEET 15 EXTERIOR / E \ HORIZONTAL CROSS SECTION \L2,1 VIEW AT DOOR LATCH/SIDE JAMB (WOOD INSTALL) C \ HORIZONTAL CROSS SECTION 12 VIEW AT FIXED TRANSOM (WOOD INSTALL) NOTES 1. FOR ANCHOR SPACING, SEE SHEETS 13.14 & 15. 2. SPACING FOR ITEM #12 FROM TOP DOWN: 6•, 284", 50-j", 734. 3. ASTRAGAL SCREW SPACING FOR ITEM #27 FROM TOP DOWN: S , 34", 20', 24-j", 54-r, 59" 75-}" & 78-} . 4. 1X BUCK MAY BE UTILIZED AS AN OPTION AS LONG AS MIN. ANCHOR EMBEDMENT DEPTH, INTO MASONRY, CONCRETE, OR WOOD, IS MAINTAINED. 5. TAPCON (ITEM 09) ANCHOR SPACING SAME AS WOOD ANCHOR (ITEM #5) SPACING. 6. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB. I— v MIN. —I EMB. 0 n O J co ~ J � z O<C? Z UJ LL w y2ac 35aa JMS= � M y 0_ w0r m x O0 le —0 zw Oz y�N NO OO %z m 0�3 00 WXF J z0 30 wKD E 1� K w�z FU �0jw O 0 00 ¢ nU a 20 /Y ° EXTERIOR MIN 12' GLASS BITE ". `"A" SHIMTHK. S 1 2 3 4 118. TEMPERED SEE DETAILA r SHEET IS 10 OPTIONAL MASONRY AND CONCRETE INSTALLATION 1 314• g3f4AIR8PACE SEE OTTEJAMBS E 5 & 6 THIS PGE `A\A E$ F III 1, jli;gTEMPERED �` -Z' ; • . O �� INTERIOR 7 _i = = * '�' = GLAZING DETAIL %'0 T T i K p :, [y SCALE:B°=1'-0" %OPw ?nz: _�/ : N N . H S O m °AIc 12/31/09 sc.Le: 3•=V *.LUBBEI c..., S. FRE r�INGJ No762009ol 11 691/2' 39314 ' 71/2' SEE DETAIL E SHT. 15 (BOTH JAMBS) 81 3/4' MAX FRAME HEIGHT (INSWING) — 80 1/2- MAX FRAME HEIGHT (OUTSWING) --I m 5- S" TYP. III'_ y I I I 0 ZAZ m -T m m m m x m im NmA �C NT 7 N ➢ Z _ T O X. G m _— vm I I I I i "MAX. O.C. TYP.ow m y m x m 0 0 N y m y ➢ ➢ � m 14' 3' TYP. 1 I— 39 XW —. DETAIL G m mSEE SHT 15 mWING) ➢ W131/2' g4-(OUNTS�" 3'TYP.--——3-TVPTzo r�T !^ zo � cOz o � CGI bmn I I wml 10 ZZ C � _ �m _ �I_ _I� m m ➢y Z z 9 / I D� I y _ _ Z 0 /Zsz� /693/8"N 39 5/8'im = 73/4' tim vm E C u,mm O r� SEE DETAIL 3�^... ....., y SHT. 15 x m N 8 PRODUCT: CONTOURS STEEL DOOR. WOOD EDGE JELD-WEN, INC. m y C N 6-0z68 (XX) & 54z6-8 (O/OXO) INSWING/OUTSWING 24GA. STEEL 3737 LAKEPORT BLVD. R g m m �� `O KLAMATH FALLS, OR, 97601 B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: q 12.01.11 201000DECHANGE JLA x ANCHORING LOCATIONS PH. 541-882-3451 NO DATE DESCRIPTION I BY m INSWING/OUTSWING REVISIONS 14- MAX. O.C. TYP. -I-1 SEE DETAIL 51/2' SHT 75 39 3/8' —, ��- r m 813N' MAX FRAME HT. (INSWING) ym 81" MAX. FRAME HT. (OUTSWING) fp N r mzD -5'TYR 1 ^zs0 c�z v N OZ OZ +� CG _ _ y0 b *O o �O H z= O- iz yN 81 3/4' MAX FRAME HT. (INSWING) cz 81- MAX FRAME HT.(OUTSWING) yN O ? C x2 5 112' 39 1/2' Oc v m 2 m ~ SEE DETAIL \ 5" TYP. —I SHT.75 I_S. T,P,� I I I- 69 3/e' �&S' ym Z m m 'am -rf} 9 m N -1�• �,D m D r m \ I \ 0 -`�- SEE DETAIL E I ) SHT8 14" MAX. O.C. TYP. SEE DETAIL E SHT. 15 x m O �^ y 7 i!2" D O I-� 39 3/4' 69 1/2' Ei ?1 >F 95114- MAX FRAME HT. (INSWING) 94 1/2' MAX FRAME HT. (OUTSWING) 5 1!2' —1 13939 1121/2' — 13 L2' SEE DETAIL G SHT. 15 5- TYR -1 -1 I— 3' TYP. 5' TYP. 14- MAX. O.C. TYP. .N xm mN xm tim O tim O 2 m �m y V y u SEE DETAIL E SHT. 15 — 3"TYP.c m y O _ 7 7!2' 39 3/4' 69 72" STEEL OUTSWING HORIZONTAL CROSS SECTIONS JELD-WEN, INC. 3737 LAKEPORT BLVD. KLAMATH FALLS, OR, 97601 PH. 541-882-3451 SEE DETAILI --I �- 6' TYP. 3' TYP. PT I O I J r a w � Q z � VN 0 x$u ) 2 N n � u 'm MULL T —I —I 3' TYP. II II I II II I I I I I I 9 I 5 TYP. 11 II I I II ANCHORING LOCATIONS TRI UNIT INSWING/OUTSWING UNIT(OX0) SCALE: 1/2'=1'-0' —��.2• CREWS SEE DETAIL B 1 � n m MUL \\—SEE DETAIL C .-C-SINK. f NOTE / 1 -USE #10 WOOD INSTALLATION SCREW Wl 1.50" MIN. EMBEDMENT ( f WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. \ 2-USE 3/16' ITW TAPCON ANCHOR W/1 1/4' MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL - A 3- SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1114"OR SCALE: 6'=l'-0' 3/4'THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT IS MAINTAINED. DETAIL B DETAIL C CORNER DETAIL AT HEAD CORNER DETAIL AT SILL DETAIL H CORNER DETAIL AT TRANSOM MULL 47 '^ 12 / o � I 1 / DETAIL D ASTRAGAL TOP STIKE PLATE O �'I�ZO O t ANCHORING LOCATIONS TRI UNIT INSWING/OUTSWING UNIT(OX0) SCALE: 1/2'=1'-0' —��.2• CREWS SEE DETAIL B 1 � n m MUL \\—SEE DETAIL C .-C-SINK. f NOTE / 1 -USE #10 WOOD INSTALLATION SCREW Wl 1.50" MIN. EMBEDMENT ( f WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. \ 2-USE 3/16' ITW TAPCON ANCHOR W/1 1/4' MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL - A 3- SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1114"OR SCALE: 6'=l'-0' 3/4'THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT IS MAINTAINED. DETAIL B DETAIL C CORNER DETAIL AT HEAD CORNER DETAIL AT SILL DETAIL H CORNER DETAIL AT TRANSOM MULL 47 '^ 12 / o � I 1 / DETAIL D ASTRAGAL TOP STIKE PLATE O �'I�ZO O t DETAIL E HINGE DETAIL 27 27 49 DETAILF ASTRAGAL BOTTOM INSERT PLUG (INSWING) DETAIL G LATCH & DEADBOLT STRIKE 47 PLATES O 27 DETAIL F ASTRAGAL BOTTOM(OUTSWING) DR SPACING FOR BOTH VG & OUTSWING. N #281N DETAIL C, NOT USED IN ONFIGURATION. 0 rn O mo C w- � n ZOO W Z LL N wymm Qm wig= �MYa w w JW162009 I 4 9/16' =� r 318- 1 W0OD JAMB FINGERJOINTEDPINE SCALE: 6° =l'-0' 142 3 �31/8'� PO LOCK BLOCK FINGERJOINTED PINE SCALE: 6° =I'-0' —4- BUTT HINGE 4x4x,2 GA STEEL SCALE: 6' =1'-W AFCO OUTSWING THRESHOLD 34 6063T5ALAND COMPOSITE SCALE:6' =4-0' 13 ASTRAGALEXTRUDED 6063-TS ALUMINUM SCALE:6' =1'-0' 1 3125" 1'-6' IT 40 ASTRAGAL BOLT COLD DRAWN STEEL SCALE: 6' -l'-0 � 13116' m m 1/16'T � 112- II I— 21116' —1 5 5/8- I� N 1 11 ENDURA INSWING THRESHOLD 6063 TS AL AND COMPO5ITE SCALE: 6° =1'-0' AFCa_0UTSWING THRESHOLD W63 T5 AL AND COMPOSITE J131a'-1 SECTIONA-A SECTIONB-B COMPRESSION WEATHERSTRIP VINYL/FOAM SCALE: 6'=l'-0' 10 iT BOTTOM RAIL 25 GA. STEEL SCALE: 6' =l'-0' T I- 1 11/1W -I LATCH STILE TOP RAIL HINGE STILE LAMINATED VENEER LU (LVL) SCALE: 6' =1'-0' 16 18 19 1 314- Ine• I 1 • T 1 DOOR BOTTOM SWEEP 1 3/4" -� 32 VINYL CORNER PADS SCALE: 6•=1'-0' 33 PLASTIC SCALE: 6'=1'-0' 35 MULL POST EDGE GLUED FINGERJOINTED SCALE 8' =1'-0' L 'y 4 112" I 1 — 1 3/4' -i 1 5/W - mr1"� 1' 000�. 47 GAL STRIKE PLATE STEREL 21 ODL LIP FRAME SCALE: 6,1'-0" PLASTIC SCALE: 6' =l'-0- 1/32- 1 1^31/2 -I 2,/8- 1- 15 SIDELITE SEAT EXTUDED PLASTIC SCALE: 6'=,'-W LATCH PLATE S 48 SIN �F UNITS C `,1g9fib .� cP n °I > m ~ u N Z0V? Q.Z ILL w 3 Y¢ ¢ m v Wig= —ASSHOWN owo. K6.LUBBECKE <-K-M S. FREY ;x. W'".C13194WLPE owanxnxo 46 TRANSOM SASH 45 TRANSOM GLAZING CLIP 36 FIXED CORNER TRIM O TRANSOM AMGERJOI TED F pg,w5rr�=11 SCALULARPVC SCALULARPVC PLASTIC FINGER JOINTED PINE piny °..I 1p JW762009 SCALE: 6'=,'-0' SCALE: 6'=T-0° SCALE: 6'=1'-0° SCALE: 6'=,'-0' { .—�.;� 398 E. Dania Beach Blvd BUILDING DROPS Suite338 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge for Florida Product Approval Report No. 3291 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) Exterior Doors Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge Steel/Wood 74"x 81.75" 74"x 80.5" 64.5"x 95.25" 64.5"x 94.5" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes Norero, P.E. Florida Professional Engineer # 73778 Date: 10/27/2014 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Ill Reason: I am approving this document Hermes Norero, P.E. Date: 2014.11.11 09:50.46 -05'00' Florida No. 73778 BUILDING DROPS 12 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Product Sub -Category: Compliance Method: Product Name: Exterior Doors Swinging Exterior Door Assemblies State Product Approval Method (1)(a) Contours Steel Door, Wood Edge (Impact Rated - Doors Only) 74" x 81.75" 74" x 80.5" 64.5" x 95.25" 64.5" x 94.5" Date: 10/27/2014 Report No: 3291 Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for Jeld-Wen Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW162009, signed and sealed by Hermes 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, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on single and double door systems without a sidelite or transom, in all Wind Zones. Single and double door systems with a sidelite or transom do not require an impact resistant covering, in Wind Zones 3 or less. Florida approved impact resistant shutters are required for sidelites and transom. 4. Site conditions that deviate from the details of drawing JW162009 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW162009 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS Date: 10/27/2014 A Perfect Solution in Every Drop Report No: 3291 Certificate of Authorization: 29S78 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 product described herein has been tested per: Referenced Data: • ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05b 1. Product Testing performed by Quality Testing Inc. (FBC Organization # TST7638) Report #: SJW2009-199, Report Date: 1/18/2010 SJW2009-200, Report Date: 1/18/2010 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA1789) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: Date: 10/27/2014 Report No: 3291 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 substrate. B. For concrete or masonry substrate where one by (IX), non-structural, wood bucking is 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. 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 (JW162009) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure* Positive 55 PSF Negative 55 PSF ■ ■ *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 1.0. Hermes Norero, P.E. Florida No. 73778 Page 4 of 4