Loading...
HomeMy WebLinkAbout Product Approval Florida Building Code Online a ►j "s6n g t ,•b P",. - <a° s a e { BCIS Home Log In i User Registration i Hot Topics Submit Surcharge I Stats&Facts ' Publications Contact Us _ BCIS Site Map Links Search C@021-11"Skl Product Approval p r USER:Public User ic�emi¢uEk�`-a; Product ADDroval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL13540-R6 Application Type Editorial Change Code Version 2017 Application Status Approved I *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. XARA Comments r �1' Archived p y � Product Manufacturer JELD-WEN Z Address/Phone/Email 3737 Lakeport Blvd <� f� Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks 1 "z fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service ;� Address/Phone/Email 3737 Lakeport Blvd. a " Klamath Falls,OR 97601 r (800)535-3936 ;W> customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing ` 9 Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 h t; ASTM E1996 2005 ASTM E330 2002 ASTM E331 2000 C k Equivalence of Product Standards Certified By Approved Testing Lab FI 13540 R6 Eauiv JELD-WEN ASTM E1996 Equivalency Letter Ddf http://w,�ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquynOPErOHeefVE2FJsURDFczul%2bLRgROnMFFDNpO4sug%3d%3d[11/4/20192:18:41 PM] Florida Building Code Online 4 k Product Approval Method Method 1 Option A b yd t r Date Submitted 05/09/2019 s Date Validated. 05/13/2019 a, � ;,k=', Date Pending FBC Approval �� �* ' Date Approved 05/14/2019 A c � $ulflmary'of PeOdUCtS w FC°# Madel,.Number;or Name' Descri tion P " x* 13540.1 Contours Steel, Wood Edge 3'-2"x 6-10",Opaque Inswing and Outswing Door wsI Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R6 C CAC NI010116-R4.pdf ;wu a Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date s ;+ Impact Resistant:Yes 12/31/2026 z Design Pressure: +55/-55 Installation Instructions < Y Other: FL13540 R6 II JW162009 SS 2014-11-11.pdf ,���# �-�• Verified By: Hermes F. Norero, PE 73778 `z Created by Independent Third Party: Yes � Evaluation Reports FL13540 R6 AE PER3291 SS 2014-11-11.Ddf Created by Independent Third Party: Yes r ; . 13540.2 Contours Steel,Wood Edge 6'-2"X 6'-10",Opaque Inswing and Outswing Door r - Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R6 C CAC NI010116=R4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date *x Impact Resistant:Yes 12/31/2026 €, r• Design Pressure: +55/-55 Installation Instructions Other: FL13540 R6 II 3W162009 SS 2014- 1- 1.odf Verified By: Hermes F. Norero, PE 73778 d €5 Created by Independent Third Party: Yes Al .; Evaluation Reports FL13540 R6 AE PER3291 SS 2014-11-11.Ddf Created by Independent Third Party: Yes Ts 13540.3 Contours Steel,Wood Edge 5'-5" x T-11",Opaque Inswing and Outswing Door with K s� Transom and Sidelites t Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R6 C CAC NI010116.02-R5.pdf ;. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Y a Impact Resistant:Yes 12/31/2026 Design Pressure: +55/-55 Installation Instructions a "w Other: FL13540 R6 II 3W162009 SS 2014-11-11.pdf r- Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes „ s Evaluation Reports � FL13540 R6 AE PER3291 SS 2014-11-11,[L Created by Independent Third Party: Yes 13540.4 Contours Steel,Wood Edge 5'-5"x 6'-10",Opaque Inswing and Outswing Door with Sidelites Limits of Use Certification Agency Certificate �. Approved for use in HVHZ: No FL13540 R6 C CAC NI010116.02-R5.12df . Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ~ n Impact Resistant:Yes 12/31/2026 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R6 II 3W162009 SS 2014-11-11.odf Verified By: Hermes F. Norero, PE 73778 Aga r -1:",x Created by Independent Third Party: Yes Evaluation Reports FL1354O R6 AE PER3291 SS 2014-11-11.1df Ire E Created by Independent Third Party: Yes 13540.5 Contours Steel,Wood Edge 4'-3"x 6'-10",Opaque Inswing and Outswing Door with Sidelite Limits of Use Certification Agency Certificate http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeefVE2FJsURDFczuI%2bLRgROnMFFDNpO4sug%3d%3d[11/4/20192:18:41 PM] I Florida Building Code Online € i? Approved for use in HVHZ: No FL1354O R6 C CAC NIO1O116,02-R5.Ddf KM 2 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 .' Design Pressure: +55/-55 Installation Instructions Other: FL1354O R6 II 3W162OO9 SS 2014-11-11.Ddf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes 1 Evaluation Reports FI 13540 R6 AE PER3291 SS 2014-1 1-11.pdf 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 FL1354O R6 C CAC NIO1O116.O2-R5.Rdf tY � r Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 Design Pressure: +55/-55 Installation Instructions sf� z Other: FL1354O R6 II 3W162OO9 SS 2014-11-11.Ddf �r a ar Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes �' Evaluation Reports t- � FL1354O R6 AE PER3291 SS 2014-11-11.pdf ' Created by Independent Third Party: Yes ig Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please is 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: �roNA El M �#V Credit Card �e Safe I http:/hv%vw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeefVE2FJsURDFczul%2bLRgROnMFFDNpO4sug%3d%3d[II/4/20192:18:41 PM] NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE YORK,PENNSYLVANIA 17406 TELEPHONE(717)846-1200 FAX(717)767-4100 www.nctlinc.com August 19, 2011 JELD-WEN Windows and Doors 3737 Lakeport Blvd. Klamath Falls, OR 97601 i Re: ASTM El 996-05 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 E1996-05 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: "5.3.3.6 117 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 El996-06 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, NATIOrN L CERTIFIED TESTING LABORATORIES, INC. prt�rF;sloNaL °� Ray Lamb, P.E. ,• Yf.AUi4D I f3 '' �y• = ; y Professionals/n The Science of Testing NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: NI010116-R4 Pat=e 1 Date: 02/11/2010 Revision Date: 10/12/2016 s " Certification Program: Structural Company: JELD-WEN Code: 1822-1 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.coni 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/SJW 2010-001/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 flame head using a rabbet joint and four(4) 1.6 mm x 11 inm 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 mm x 11 min x 51 mm (16 GA x 0.483"x 2") staples through the jamb and one (1)4.2 mm x 51 mm(#8 x 2) flat head screw through the sill per corner. 1.2 Door Leaf Construction: Each door leaf consisted of a 0.71 min(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 min (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)684-51.22 I Certification No.: NI010116-114 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 mm(6"), 343 nim(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 ZAILP56WMF120 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 j 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 i 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 1 xir"a PRc! ;:,:` 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.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. Inswing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number& Outswi!!g Opaque Size Pos/Ne s Rated Comments X I/S Opaque 3'2"x 6'10" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single Wind Zone 4 (06/09/2014)/PER 2947/W-1685/Rf-1695ANT-1788 Missile Level D Max Panel Size:3'0"x 67" X O/S Opaque 3'2"x 6'9" +551-55 psf 0.0 psf Yes SJW2009-200/SJ6V2009-199/SJW2009-199 Addendum Single Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695AV-1788 Missile Level D Max Panel Size:3'0"x 67' Anchor Details:JW1620091-16 /A011271, paqu x ps s _ - - 65111 Double Wind Zone 4 (0610912014)/PER 2947/W-1 685/W-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67' Anchor Details:JW162009(1-16)/AO11271 XX O/S Opaque 67'x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199iSJW2009-199 Addendum Double Wind Zone 4 (06/09/2014)/PER 2947/W-1.685/W-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67' Anchor Details:JW162009(1-16)/AO11271 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 ��� -n�cae�rroy Company: JELD-WEN Certification No.: NI010116.02-R4 Page 4 3737 Lakeport Boulevard Certification Date: 02/11/2010 Klamath Falls,OR97601 Expiration Date: 12/31/2026 <'' Revision Date: 10/12/2016 h f, Product: Series "Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o �tiax x ` Side-Lites or w/or Wo Transom(w/Wood Frame unless noted) Specifications: ASTM E283-04/E330-021E331-00/AAMA 1304-02/ASTM E1886-05/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 any corrections are required to this document. Inswing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number& Outswi!!g Opaque Size Pos/Ne (psf) Rated Comments OX/XO I/S or Door-Opaque 4'3"x 6'10" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJ\V2009-199/SJW2009-199 Addendum Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Single w/Sidelite O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67' Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass Anchor Details:J W 162009(7-16)/A011271 OXO I/S or Door-Opaque 5'5"x 6'10" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW'2009-199/S1\V2009-199 Addendum Wind Zone 4 (00/09/2014)/PER 2947/W-1685/W-1695/W-1788 Single w/Sidelites O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67' Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass Anchor Details:JW1620091-16 /A011271 O/X I/S or Door-Opaque 3'2"x T 11 +551-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single w/Transom O/S Sidelite-Glazed Wind Zone 4 Sidelite-No (06109i2014)/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:JWl62009(1-16)/A011271 O/OXO I/S or Door-Opaque 5'5"x 7'11'> +551-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-19.9 Addendum Wind Zone 4 (06/09/2014)/PER 2947/\V-I685/W'-1695/W'-1788 Single w/Sidelites O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67' &Transom Transom-Glazed Transom-No Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass Anchor Details:J W 162009(1-16)/AO 11271 National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804) 684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: J1LDIV'EN@ 74"MAX.OVERALL FRAME WIDTH " CONTOURS STEEL DOOR.WOOD EDGE 72 1/4"MAX.PANEL WIDTH TABLE OF CONTENTS 6-0 X 6-8(XX)&6-4 X 8 0(O/OXO) 36 3/8"WITH SHT# DESCRIPTION O 1 INSWING ELEVATIONS&GENERAL NOTES n INSWING/OUTSWING ASTRAGAL 2 INSWING ELEVATIONS 24 GA.STEEL IMPACT DOOR SYSTEM p 3 INSWING ELEVATIONS&BILL OF MATERIAL GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS 0O 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 IINSWING NSWING VERTICAL CROSS SE SHOOTS m FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS Cj Cc JLID BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z O Q M SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 2B 8 OUTSWING ELEVATIONS (L LL N 0 O .,. 9 OUTSWING VERTICAL CROSS SECTIONS z 00 HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. ww LU `1 =00 NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = 25 10 OUTSWING VERTICAL CROSS SECTIONS Q r 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER O 11 OUTSWING HORIZONTAL CROSS SECTIONS Q LOADS TO THE STRUCTURE. J \ w D j 12 OUTSWING HORIZONTAL CROSS SECTIONS M Q 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR uj& w 13 ANCHORING LOCATIONS LLI I` J 2 > 6 0 A" 0 6 z 14 ANCHORING LOCATIONS ch Y EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O 4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 6 �0 15 ANCHORING LOCATIONS&DETAILS 5. SCALE BASED ON 11x17 SHEET SIZE. NOTE 2 \ / NOTE 2 16 UNIT COMPONENTS B. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER.7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES coo AND TRANSOMS. ao / w 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION p REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w p W INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH INACTIVE ACTIVE O O W °d LENGTH/OH HEIGHT IS 1.0. 3 O z v 0w ASTRAGAL A B Ow'D a 0 DOOR LEAF CONSTRUCTION: O Y z z FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) NOTE 2 o f-_ w w THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) W X CC- } 0 w �x� m zz CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND In w In DENSITY EXPANDED POLYSTYRENE(EPS), tr`x z w z PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 0 O 6 u) ¢ 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA o z z o SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" TABLE 1 ¢O LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL a o CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK DESIGN PRESSURE RATING BLOCK IS 1.688"X 3 1/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: t2 g m SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, w INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z w CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. a z z SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM x¢0 FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. 0=~ THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM INSWING POSITIVE +55 +55 o w a O CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE _5 -55 0 o v O ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM 0 00 w U) FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w o 0 w THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING =0 0: INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED NEGATIVE 55 55 c� FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2"LONG CROWN NOTES: N c AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. o N o ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCT14t 4 il,, r RENTER VER PLUG IS INSERTED OF THE SILL THRESHOLD RECEIVE THE BOTTOM ASTRAGAL BOLT.AND FILLED WITH DOW 1199 SILICONE. A PLASTIC OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE .1%�%%�5 F. 0i m¢O UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT THE CENTER OF THE SILL AND A EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" �" z SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A DATE: 12/31/09 METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE igiton:I a approving r Hermes F.ocume,P.E. y r i�0 WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH tea on:i am approving this document SCALE: 1/2"=1' BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE _ 7 OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.11 10:04:34-05'00' � :" CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2" * : * = DWG.BYG.LUBBECKE IN PLACE WITH 16GA X 7/16"X 2"STAPLES. SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT �� T T �4, y cxx.ev: S.FREY THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE �i�On"Fp �`� DRAWING NO.: TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS �i�i) miamg Da �� JW162009 LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. �� g a FBPE C��tFA,1i641 h;NN..29578 SHEE11­1 OF 16 O 64 1/2"MAX ^ OVERALL WIDTH 64 1/2"MAX O.V.A WIDTH 35 3/4"MAX RA MAX 0 58 1/2'MAX.D.L.O. OVERALL WIDTH PANEL WIDTH 11 N CO NOTE 2 26 \ l! 26 6 \ > o m o U CC -j v 26 \ T _ s Z O ¢m p O \ LL N 6ui OD \ H x 6 J Z Y 2 OD W O Gllf� 6 �m w o wo � J C� 6 I >� ¢ ¢ 6 0- Lo _j 6 w o a NOTE 2 p O a NOTE 2 NOTE 2 Q p G 0 Eo / NOTE 2 / w n J= g � m Y D_ Z 6 B v a NOTE 2 6 m m x¢ / NOTE 2 ^ I 7•MAX, 7^MAX. / MULL POST D.L.O. / w.-,w Ow oM�' MULL POST 0 p¢ z O C D A 12"MAX. C A N NOTE 2 NOTE 2I I NOTE 2 o x U 4 4 PANEL WIDTH 5 4 4 TRI UNIT(OXO) TYP. 12"MAX. NOTE 2 0 w q g (INSWING IMPACT DOOR WITH PANEL WIDTH 35 3/4"MAX _ W SFr O NOTE 2 PANEL WIDTH w x z 5 4 4 12 MAX. O g NOTE 2 PANEL WIDTH DUAL UNIT(OX) m m O N z 35 3/4"MAX x Z m TYp, 37 112"MAX O.V.A. (INSWING IMPACT DOOR WITH o— a PANEL WIDTH FRAME WIDTH O b D: MULL POST NON-IMPACT SIDELITE) o z z o o O TRI UNIT(O/OXO) a U a (INSWING IMPACT DOOR WITH NON-IMPACT SIDELITES&TRANSOM) m M151,1 26 \ _ \ w =ao = U2� w WUD-U ¢¢ 0 w z wo oo0v w > OUW— a 7 0 0 6 O0D SOOww x ow ¢ 7 6 m NOTE 2 NOTE 2 g d W / NOTES: 1- ALL VIEWS FROM INTERIOR. _o cli o / 2-MASONRY AND CONCRETE CONSTRI,�ggld U"'1111.,��i'' m¢z I Z:'�4I PO DATE: 12/31/09 A B NOTE 2 =* / V 7 _ :-.* SCALE: 112'=1' DWG.BG.LUBSECKE 35 3/4"MAX. T T PANEL WIDTH r �A cHK.er: S.FREY 0� t+. RE��%N DRAWINGNO.: SINGLE UNIT(X) -1i`�pi"rtwuabeom ���IS, JW162009 (INSWING IMPACT) PfO�yyPPgg844,jj��;pf�"� FSPEC.y6fA�It6F1a1idi N".29578 SHEET 2 OF 16 Item DESCRIPTION Material 37 1/2"MAX O.V.A. 1 HINGE JAMB 1 1/4"X 4-9/16"FINGERJOINTED PINE PINE 2 HEAD JAMB 1 114"X 4-9116"FINGERJOINTED PINE PINE cli FRAME WIDTH 3 LATCH JAMB 1.114"X 4-9/16"FINGERJOINTED PINE PINE 31 1/2"MAX.D.L.O. 4 SIDELITE JAMB 1-114"X 4-9/16-FINGERJOINTED PINE PINE 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2"MIN.EMBEDMENT STEEL p D " "6 4 X 4 BUTT HINGE 12GA. .089 MIN STEEL _ " n OTE 2 7 #9 X 314"PHILLIPS FLATHEAD WOOD SCREW STEEL J � 9 3/16"ITW BUILDER TAPCON WITH 1 114'MIN.EMBEDMENT STEEL m ♦- U) = 11 INSWING THRESHOLD ENOURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM Z O J M 26 0 12 #8 X 2112'PHILLIPS FLAT HEAD WOOD SCREW STEEL D u N = 13 EXTRUDED ASTRAGAL GLOBAL 6063-TEAL ALUMINUM Z Y =co F J Co 14 NOT USED ¢ Q c=7 25 qQ 15 SIDELITE SEAT,Z60 SERIES ENDURA VINYL ^ g Lo w Q, w o 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL J co _ \ O°D 17 BOTTOM RAIL 25GA. 0.018" GALVANIZED STEEL STEEL co Y tl w 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL a7 0 17 6 . 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL X / g 20 LOCK BLOCK 1.11/16"X 3-1/8"X 12 FINGERJOINTED PINE TREATED PINE 7 6 f 21 ODL LIP-LITE FRAME PLASTIC w ,w NOTE 2 / NOTE 2 rn 0 w 0 22 1"O.V.A.INSULATED TEMPERED GLASS GLASS 0 X�- n / 23 16 Ga.7/16'CROWN X 2"LONG STAPLES STEEL O O_U) 24 CORRUGATED NAIL 1/2"X 1-1116"25 GA. STEEL 3 O d 0 / 25 KWIKSET LOCK SERIES 400 STEEL &m N 26 KWIKSET DEADBOLT SERIES 660 STEEL O'T z w rw- 27 98 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 05 w g C D 26 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w o J c9 a- NOTE 2 29 NON-COMPRESSION SHIM WOOD N X 0 m z 0 30 EXPANDED POLYSTYRENE 1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM m cO a w y J 35 3/4"MAX. co m m PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS U=O q N z A525 COMMERCIAL QUALITY 0.021"MIN.THICK.) o SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL o O 9 , (INSWING IMPACT DOOR WITH 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a 0 a NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP J} 34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-TSICOMPOSITE ALUMINUM 35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE w w 36 318"ROUNDED SCOTIA PLASTIC z z z 37 SILICONE BEAD DOW 1199 SILICONE M_ 38 JAMB,1-1/4"X 4-1/2"FINGERJOINTED PINE LVL w 0 n.m 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM 00 0 EE p 40 ASTRAGAL BOLT 0.313 DIA. STEEL Oo w 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w w 42 11116 O.V.A.INSULATED 1/8"ANNEALED GLASS GLASS F-N 43 1"STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER ALJSEALENT 1 w 4 GLAZING CLIP CELLULAR PVC NOTES: 1- 5 o 1- ALL VIEWS FROM INTERIOR. o cli❑ 46 SASH CELLULAR PVC 2_MASONRY AND CONCRETE CONSTR'WT?6q.11 '11/ 47 STRIKE PLATE GLOBAL STEEL \\\� S F. m¢Z 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC '\ O DATE: 12131/09 d 7 ~ SCALE: 1/2"=V * C * = DWG.BG.LUBBECKE pp,� cHK.BY: S.FREY O,n rley ,'P _�`� DRAWING NO.: �CF1ode,r,E.t+a�s>7eG� `\ i� ,(fading \\ JW162009 FSPE Cen.'c1 A/ SHEET 3 OF 16 1" 1"MIN m 1"MIN. NOTE 1 1" 1"MIN 1"MIN. MIN. l"MIN NOTE 1 Y `-E MIN. 1"MIN NOTE 1 ro 1"MIN - 1"MIN 9 28 41 t- z LwL11"MIN 28 41 1"MIN 9 28 41 p x Y NOTE 2 NOTE 1 NOTE 2 _. �p �Z 5 28 41 4 ' g= + 5 rn p.', . �w ,;.. a.'! c 29 ..n > CL x 29 d m 0 w4. 229 iJ 36 43 ' �*'w L 29 38 Z O Lai n w m L/_..L.� 3B F x z ii Z W 00 Z �[ -- S DETAIL A (x7 w X __ W C H o0 � X SEE Y = SHEET 15 37 O = Q x 36 43 F J a'- SEE DETAIL A 16 ~ 42 � = w F- x t` Lo SHEET 15 10 v= 16 11/16"O.A. ❑ w Q a= 37 0 w I j n J 2 cn z 42 w x -� ch `1 d SEE DETAIL A a w SEE DETAIL A ❑ - 2 SHEET 15 10 44 45 46 SHEET 15 11/16"O.A. X w Q z x 37 = g a LL N 38 r ro w 44 - �.... N J 37 z 45 46 Ow O 2 � 11 38 ` Lu w N W ❑x 00 U'1 D7 �.. F F 2 � w w �I = 10 p 6 } w v r w z ¢ w z Z w 16 = �Xo r- 0. a �C = U' Uw� w j W H J w w`a N O 2 30 z z 30 10 0 co z fco ti ED 31 a z o 0 z n x 31 a a U a - 17 CD 17 w wl m w g m 32 32 w Z w Z 0 w 30 30 1 a z z 11 1� 'v cx.1=O 31 31 wp 7 U~ 28 41 1 1/2" - .4aE 00�z 17 U ,7 SEE NOTE 1 MIN. 9 52.4 ° + ❑o w- m EMB. v — w o❑ > 32 w ° N x 32 5 ? --I 1"MIN-- 11 11 IL v ul MIN. 1 1„MIN 1 "MIN N o w o�o ® VERTICAL CROSS SECTION DOOR RANSOM TYP. 28 41 1 1/2" D VERTICAL CROSS SECTION. O6�FFfIfAlJ6OM TYP. ® C SEE NOTE 1 MIN. g ° 4 WOOD FRAME INSTALLATION 4 MASONRY AND CONCRE ¢z �i m v. ° '�:. EMB. `� :4�G % O% DATE: 12/31/09 5 'I 1"MIN— f NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS 7 ... SCALE: 3"=1 1„ LONG AS MINIMUM ANCHOR EMBEDMENT T T [ DwG.a .LUBBECKE 1"MIN 1"MIN DEPTH,INTO MASONRY,CONCRETE,OR Y VERTICAL CROSS SECTION,DOOR TYP. I� MIN. WOOD IS MAINTAINED. � 4-` cnK.ev: S.FREY 4 WOOD FRAME INSTALLATION g •/*+ L 6��C• VERTICAL CROSS SECTION,DOOR TYP. NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED ���'�`��•,�,P��,���� oanhnNG No.: IN NARROW SECTION OF HEAD OF JAMB. "adhoO a`qb� JW162009 4 MASONRY AND CONCRETE INSTALLATION � ���ygg l,y�FBPEc".. fkLNA�1dn No.2E518 SHEET Q of 16 ad-- 1"MIN. NOTE 1 ro 1„ 1"MIN 1„ —1"MIN w 1"MIN 28 41 a w MIN. NOTE 1 m MIN. l"MIN 9 5 1"MIN 9 28 41 C6 1"MIN. NOTE 1 w 1"MIN NOTE 1 P9 a" , Q w 1"MIN 28 41 1"MIN 9 28 41 .a �z 5 co <n 29 °a ❑ 2977;irv 6 43 I } mO II 1 29SEEt = C� IY �.....L�.. ---n\ UCC -�SHEET 15 Q w = ¢H 38 36 43 SEE DETAIL A �J "�1 ? O ¢C? CL W m C9 SHEET 15 36 43 �J Z W U-o00 O.A. 0w M g_ �- (7 = SEE DETAIL w Y¢ =co ¢ � 37 42 = w 37 SHEET 15 36 43 J ¢r m a X SEE DETAIL 11/16"O.A. Lo Lo 37 45 46 % X ¢ SHEET 15 . 16 37 O 31 16 ^ Q = Z Nqq o a u O 30 J 31 co Y n. N 45 46 r Of 38 37 ( m —� O 30 w ..._ I iv X 21 w 0 en 38 SEE DETAIL A 1"O.A. M ;O W 21 0 +� w 0 F O + �. SHEET 12 z Eo _ cD X U o � �❑ SEE DETAIL 1"O'A.— w �p O�� � 80/1" 2 22 SHEET 12 z m O— N36 43 / ? 22 + O q(.9 U 37 36 43 21 21 I ' o Ww-"�co Q 31 16 37 � /� � �n. m m a! 31 J� 31 g� c�z w 0 30 31 16 Oa_ (7a �xz N 0 w 0: 17 1 CC 17 N� z) ¢ z F 1 30 r O �� m Zmm o 3 w 21 0 0 2 ¢ w 37 30 37 30 2 ¢ a ? SEE DETAIL W p �c 21 w a a SHEET 12 1"O.A. z E?J W 1"O.A. °D J ¢>- o SEE DETAIL w <0 15 11 w'm ,MD SHEET 12 z 11 d 22 _ _ 15 z w 1 41 28 _ 11/2" 21 SEE NOTE EMB. 9 n v v O j_... I. MIN. 21 CL 0o-EL z 31 Ig~ 31 !g� 5 1"MIN I L)0u) C7 o O a 1"MIN F- �- 1"MIN. - 1"MIN W o o W 0 C VERTICAL CROSS SECTION SIDELITE TYP. _ of 17 17 5 WOOD FRAME INSTALLATION / " 1 VERTICAL CROSS SECTION SIDELITE TYR N N 30 5 MASONRY AND CONCRETE INSTALLATION 37 37 30 w FW Z NOTE 1- IX MAYBE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR N o¢ 15 EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD IS 11 11 MAINTAINED. 15 `�����S � m¢z 41 28 ATE:D MIN. 1 r ✓.O Y 12/31/09 SEE NOTE 1 EMB. a a ° * 6 7 -_ * SCALE: 3^=1 DWG.BG,LUBBECKE 5 T T� � 'w CHK.BY: S.FREY 1"MIN " � /� 1"MIN. 1"MIN I % 0,�."F•u 9. ��� DRAwwcNo.: �1 VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. �E3 VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. i�,� °"tl �� JW162009 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION h^pD$ m N.i FBPE CerC 6/A.116 N.29578 SHEET P OF 16 1/4"MAX. SHIM THK. 1 1/2" 13 10 25 1 1/4" MIN.EMS. SEE DETAIL A (1� o - '-(` cn 19 31 SEE NOTE 4 28 41 SHEET 15 SEE NOTE 3 2719 30 MIN.EMS.1/4 1 j "MAX.S�H{IM 1"MIN Er THK SEE DETAIL A I ( 31 o m 0 SHEET 15 1"MIN. 1g 10 1 w 1- 1"MIN. ` 1"MINI Z_ O Q co 30 1 31 20 31 . i'. :.'...' S w W D"aN0 INTERIOR 18 10 "' 1i W < =00 INACTIVE ACTIVE 9 1"MINZ 30 INTERIOR O J Q:. w 7 8Lo 1"MIN 6 29 18SEE NOTE 4 r Q Lu 1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION c') Y a. 6 VIEW AT ASTRAGAL INTERIOR 30 7 29 g �6J VIEW AT DOOR LATCH/SIDE JAMB 6 (WOOD INSTALL) HORIZONTAL CROSS SECTION 1/4"MAX _ 1/I MAX. SHIM THK.- 1 1/2• 6 VIEW AT DOOR HINGE/SIDE JAMB 0 SHIM THK. SEE DETAIL A w MIN.EMS. (MASONRY AND CONCRETE INSTALL) 1 112" 4 SHEET 15 p � 1 SEE DETAIL A MIN.EMB. w-,w r- L_ SHEET 15 MIN.IEMS. L O u~i uwi 1"MIN. �28 41 SEE NOTE 4 21 O O 0 37 31 30 0'Oden 1/4"MAX. 22 oo v O of 31 SHIM THK. ) 18 0 x a 0 F- 10 18 ( SEE DETAIL A z Z O _z 01"MIN 5 1"MIN. �SHEET15 g ,a w + 1"MIN. 1 5 HX~ 0 i 0 p w I 10 18 12 SEE NOTE 2 w.Z uwi = SEE NOTE4 28 41 8 29 g 7 30 1 Z1"MIN 9 SEE 41 28 29 36 43 INTERIOR U=O,6; z INTERIOR w d F o �� l"MIN N _ NOTE 4 F ❑z z >y / _1 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION a a Z 6 29 O 30„ 6 VIEW AT FIXED PANEUSIDE JAMB VIEW AT DOOR HINGE/SIDE JAMB 8 INTERIOR (WOOD INSTALL) (WOOD INSTALL) 7 NOTES �g m 6 O 1/4"MAX. 1 1/4' 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 ' 1 1/4" E HORIZONTAL CROSS SECTION SHIM THK-- T MIN.EMB. &15. z cw9 2.SPACING FOR ITEM#12 FROM TOP DOWN: MIN.EMS. 1/4"MAX.SHIM THK. 6 VIEW AT DOOR HINGE/SIDE JAMB SEE DETAIL A 29 ¢z z (MASONRY AND CONCRETE INSTALL) n " "6",28 .,50-j,73 1. x¢0 SHEET 15 4 Z e a" U x F 29 SEE DETAIL A ( Z 3.ASTRAGAL SCREW SPACING FOR ITEM#27 w 0 a 4 SHEET 15 1/4"MAX.SHIM THK. _1_ FROM TOP DOWN:}',3-j",20",24-;',54,1-,59" O 0 U O 3 SEE DETAIL A 4 MIN.EMS. 21 30 31 37 r 75 z"&78-�'. 0 00 w SHEET 15 4.1X BUCK MAY BE UTILIZED AS AN OPTION w o ow 18 T72122 22 z AS LONG AS MIN.ANCHOR EMBEDMENT F N ( D 21 30 31 37 Z DEPTH,INTO MASONRY,CONCRETE,OR z z 22 g WOOD,IS MAINTAINED. Z g 18 9 5.TAPCON(ITEM#9)ANCHOR SPACING SAME r F- z ,• AS WOOD ANCHOR(ITEM#5)SPACING. `c p 5 INTERIOR I 6.OPTIONALLY,ANCHOR CAN Ff%ALpGFjp,IN INTERIOR + NARROW SECTION OF HW FA �i� m¢p - SEE NOTE 2 12 36 43 28 41 �` is �i Z 28 41 36 43 SEE NOTE 2 12 —1 SEE NOTE 4 �` QO% DATE: 12/31/09 SEE NOTE 4 12 SEE NOTE 2 Z T:'�� 9 INTERIOR 36 43 29 28 41 SEE NOTE 4 I HORIZONTAL CROSS SECTION - 4 7 SCALE: 3"=1' VIEW AT FIXED PANEUSIDE JAMB T T L ?* - DI^'G.BG.LUBBECKE (MASONRY AND CONCRETE INSTALL) h . cNK.av: S.FREY rG HORIZONTAL CROSS SECTION -� 6 VIEW AT FIXED PANEUSIDE JAMB I H 1 HORIZONTAL CROSS SECTION ��T�F p N�m�����`�� DRAWING NO.: (MASONRY AND CONCRETE INSTALL) 6 VIEW AT FIXED PANEL/SIDE JAMB �i� Sp,,,DUIIO'n JW162009 (WOOD INSTALL) FevEce�dAl N.4Ah �n57e SHEET 6 OF 16 d 114"MAX 35 35 25 — SHIM THK.TYP. 1 1/2"MIN; 10 EMB.TYP. 38 SEE DETAIL A 38 10 37 37 SHEET 15 - - 30 3n1 16 19 31 30 21 2 21 T30 T 18 19 Y 22 ' z 46 44 42 46 I- W r INTERIOR 7 O g 12 SEE NOTE 2 SEE NOTE 2 12 2 20 INTERIOR 5 5 Z O J M 6 36 43 36 43 � INTERIOR Z w �aN0 w Y 2 to A HORIZONTAL CROSS SECTION ^ SEE 41 28 29 36 43 45 37 29 8 41 ¢ ~ 7 VIEW AT HINGED PANEUSIDE CITE AT MULLION / ° ` HORIZONTAL CROSS SECTION NOTE 4 SEE NOTE 4 J Q Lo Lo 7 VIEW AT FIXED PANEUDOOR LATCH AT MULLION r C HORIZONTAL CROSS SECTION LLJ M Se n 7 VIEW AT FIXED TRANSOM (WOOD INSTALL) 1/4"MAX 1 1 B.TY . — SHIM THK.TYP. w I�- NOTES O O a EMB TYP 38 SEE DETA IL 1 &15ANCHOR SPACING,SEE SHEETS 13,14 ww6w w SHEET O O� U z 2.SPACING FOR ITEM#12 FROM TOP DOWN: 00< U) n 6" 28-g',50-�",734'. �m v 0 •' % 46 44 423.ASTRAGAL SCREW SPACING FOR ITEM#27 =O c a w a OP DOWN:i',3-}',20",24-;",544",59" Oo l z FROM T a a J 75-1"&78-}". W 4.1X BUCK MAY BE UTILIZED AS AN OPTION w"� } O z z AS LONG AS MIN.ANCHOR EMBEDMENT � p m tj CONCRETE,OR 00 Q w DEPTH,INTO MASONRY,C m ,U 0 r " ° WOOD,IS MAINTAINED. W o? c = 36 43 5.TAPCON(ITEM#9)ANCHOR SPACING SAME O r Z 29 45 AS WOOD ANCHOR(ITEM#5)SPACING. M z z 0 3 6.OPTIONALLY,ANCHOR CAN BE PLACED IN w OU ¢ Z SEE 41 28 NARROW SECTION OF HEAD OR JAMB. a a 9 NOTE 4 NOTE 4 9 D HORIZONTAL CROSS SECTION g m 7 VIEW AT FIXED TRANSOM MASONRY AND CONCRETE INSTALL F1"1'MIN'— � 1"MIN - w MIN. - 5 =¢O U=� 1 1E 1/4"MAX. SEE DETAILA 1 E 1 w U a n MIN.EMB. •'.1 1/4"MIN.EMB. �w-z _-1/4"MAX. MIN.EMB. --SHIM THK. � SHIM THK. SHEET 15 j 00 00 U)O SEE DETAIL A 1 " 0, 8 Cl U wvj MIN.EMB. SHEET 15 z 3 31 9 w 0 w L 3 1r4M THK. 1 2 3 4 �N 112 p 31 10 19 2 20 SHIM THK. / g in DETAIL A 10 19 2 20 1 D SEE SHEET IS J 10 w w v Iz_ / NoQ zF OPTIONAL MASONRY AND CONCRETE INSTALLATION 2_ 0 � FOR HEADERS AND JAMBS �111�1�1r��� 0�2 z 2 Z Z ° / / `� E p i�� m¢z w //////j/ SEE NOTE 5&6,THIS PAGE ��� g F, �i w 5 //j//// : . X///%///';,` 2 onTE: 12/31/09 48 30 INTERIOR O 50 2 30 INTERIOR 29 �4'f sD^�E: 3"=1' SEE NOTE 4 28 41 29 SEE NOTE 4 28 41 owc.BFi,LUBBECKE DNK.BY: S.FREY E DRAWINGNO.: /�C \/ HORIZONTAL CROSS SECTION F HORIZONTAL CROSS SECTION �i �t jdrt ?'�.vp'3n�� �Z VIEW AT DOOR LATCH/SIDE JAMB 7 VIEW AT DOOR LATCH/SIDE JAMB �I��pEE yD dd LgDD � ��` JW162009 (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL) FBPEO�y6F1j641a1i Nos78 SHEET 7 of 16 t 74"MAX.OVERALL FRAME WIDTH X O 64 1/2"MAX 64 1/2"MAX O.V.A WIDTH ¢ OVERALL WIDTH 6 318"WITH MAX. WIDTH n p _ 35 3/4"MAX 58 1/2"MAX.D.L.O. A 3/8"WITH r PANEL WIDTH n iV 0 � 1 - NO cc %E2 m 26 \ F- x U jr (D 25 = 26 Z 0_ LL N 26 _ _ 1 0 C Z W 2 m X ANOTE2 llba = 25 Z w 4 x = W Q I-r - x 1 J 25 ? _t Q ¢ J J � Lu D a zX G ,� qa`° 1 MQr 0s 0 p p 1 a NOTE 2 p 0 > = OJ 11 H > cry Y d NOTE 2 NOTE 2n / a NOTE 2 B 0 n o MULL co / NOTE 2 POST w / rn w 7"MAX. MULL w p W ACTIVE ACTIVE D.L.O. POST o o IN z ASTRAGAL A B C D NOTE 2 9 9 NOTE 2� � 12"MAX. 3 PANEL WIDTH O t N > TRI UNIT(OXO) O x O w DOUBLE UNIT(XX) NOTE 2 (OUTSWING IMPACT DOOR WTH A B NOTE 2 9 9 0 3 OUTSWING IMPACT NON-IMPACT SIDELITES) go. 371/2"MAX O.V.A. NOTE 2 35 3/4"MAX 12"MAX. W X U- z N J. FRAME WIDTH PANEL WIDTH' PANEL WIDTH �0 m 04 51"MAX ^ 31 1!2"MAX.D.L.O. 37 1/2"MAX O.VA.FRAME WIDTH TRI UNIT(O/OXO) �o z o OVERALL WIDTH (OUTSWING IMPACT DOOR WTH F O o i O NON-IMPACT SIDELITE&TRANSOM) � O z o irl NOTE 2 � a o OU 4a 0 W w p = 26 w 25 ` _ ¢z z = J 1 .` \ 1 J \ J x `� J V= W �9 25 �^ z �o�z z 0 1 wco O, wo ¢ >- O UO XNOTE 2 NOTE 2 p v J \ OS / woo w / a p p NOTE 2 NOTE 2 N °^ 7"MAX. / MULL co / E2 n w r POST w NOTE 2 / NOTE 2 NOTES: D.L.O. N o¢ n 1- ALL VIEWS FROM EXTERIOR. o c�O / 2-MASONRY AND CONC 1-W68 W%,CTION. "_\�4SS F. O �*,,,� m¢z NOTE 2 C 'TN A / NOTE 2 A B �`r� ') AO WE: 12/31/09 12"MAX, NO E 9 2 _ SCALE: 35 3/4"MAX. * * =PANEL WIDTH 35 3/4"MAX C D ~PANEL WIDTH DWG.BG,LUBBECKE PANEL WIDTH NOTE 2 35 3/4"MAX. 'A / T T W CHK.BY: S.FREY DUAL UNIT OX PANEL WIDTH SINGLE UNIT(X) %o"1 c L SAE�4Q�� DRAWING NO.: ( ) SINGLE UNIT 0/X poe.�.rv.�sn OUTSWING IMPACT DOOR WTH ( ) OUTSWING IMPACT �i�i) "namBGo �� �� JW162009 ( (OUTSWING IMPACT DOOR WTH 5np�1�p�(a?p jyLi.. NON-IMPACTSIDELITE) NON-IMPACTTRANSOM) FBPECed.ItA tlu6I��ao.zsse SHEET 8 OF 16 —1"MIN. V 1"MIN m 1"MIN. NOTE 1 1 1"MIN NOTE 1 MIN. 1"MIN NOTE 1 Y N MIN, --1"MIN 1 N m y NOTE 2 NOTE 1 �"MIE 2 9 28 41 Z 1"MIN 28 41 1"MIN — 9 28 41 _M mF Z 5 28 41 ` d v= 5 d . rin �.. a: '4 O x ..d, .d co r 29 . rn ci 2 29 29 36 Ed 0 i� v W f 38 36 43 v 2 _ __ in x W / c. z Y SEE DETAIL = T z x 1 Z 0 Q m SEE DETAIL x (7 w a x 36 43 IL LL N F- SHEET 15 37 o w x I- x Zw co SHEET 15 g 16 42 '� x w + = CO W Y =co 16 10 v= 11l16"O.A,— o W <2< v= 37 0 LD w J Q r SEE DETAIL ¢ LL T 42 J =LU w c'� Q� SHEET 15 10 44 N a SEE DETAIL A 11/16"O.A. o w ¢ W n -x 45 46 r ¢ SHEET 15 z w co Y n- 37 N xn. u- 38 37 44 45 46 ¢ z r W O W ppw W l 2 _ ♦ 38 O Q ul 0 _ `� I N f Lo c7 x 2 �� o � Ow w x O O W 16 �� / Ja7� U Z W z W W W ,0 0 = max: of Q z x z 0 16 � m"O w a w a 30 w w 30 10 6 z C7 2 x m Z 31 z Z t w J o Z Z o 17 a. w 4 a O a 0 a 30 30 10 -- 2 p > W b) W Ngm 31 31 34 39 z ti Cw�w 34 39 17 17 U=O 28 41 _ wVaU) 10 10 rri SEE NOTE 1 9 Q O O g a pU v w n w Z 4. 4 woo w z 5 1"MIN 2 ao 34 39 34 39 1"MIN — w MIN. 28 41 D VE TICAL CROSS SECTION DOORITRANSOM TYP. N o SEE NOTE 1 9 C VERTICAL CROSS SECTION DOORITRANSOM TYP. 9 MASONRY AND CONCRETE INSTALLATION o c�O a 9 WOOD FRAME INSTALLATION Z Q. `ttll1ll11///j co Q Z 5 --{ 1"MIN 4 ��` �� O i� DATE 12/31/09 C., — 1-MIN j ` NOTE 1- w 1" 1X MAY BE UTILIZED AS AN OPTION AS : �G; 'S�"E 3"=1' I� 1"MIN MIN. LONG AS MINIMUM ANCHOR EMBEDMENT ;�IQ 7 'O wc.eG.LUBBECKE VERTICAL CROSS SECTION DOOR TYP. DEPTH INTO MAINTAINED. "K-BV. S.FREY INTO MASONRY,CONCRETE,OR WOOD * * 9 WOOD FRAME INSTALLATION / o t VERTICAL CROSS SECTION,DOOR TYP. a RAWW6 NO.'. 9 MASONRY AND CONCRETE INSTALLATION NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED Hn w IN NARROW SECTION OF HEAD OF JAMB. i) b yY�� �14`� JW162009 FB' B"AU�FL'BEODf ` SNEET OF 16 ���/llnn,ttttt� Y cd— 1"MIN. NOTE 1 cd 1 1"MIN 1"MIN ` MIN. 1 _ cq w 1"MIN — 28 41 w NOTE 1 cd--- MIN. 1"MIN Z 5 Z 1"MIN 9 28 41 m— 1"MIN. NOTE 1 ?w 1"MIN NOTE 1 _ g = iv W 1"MIN" 28 41 Z 1"MIN 9 28 41 yr 29 °,. . 5 29 1 0) 1 29 u v=— 0 - 3 I 29 3 8 _ _ coLL.. SEE DETAIL A _ � XX�[ _ � ,�� �.... .......� 2 (j � -J� SHEET 15 37 O x d F 38 36 43 I- SEE DETAIL A - � 2 I Z O J M 42 J = w g H SHEET 15 36 43 �J Z W W ono 11/16"O.A.o J C7 w SEE DETAIL ACP x z 37 4— 2 = w 37 SHEET 15 36 43 Q ¢ ¢ LL SEE DETAIL A x d 11/16"O.A. ¢ w 31 16 37 ^ 2 Lo 44 SHEET 15 g O Z J c*) Q 37 45 46 n 44 ^O a LL 31 16 Lu r^i Y d 45 46 30 38 } - :. 37 n N z 21 1"O.A. O xi � 30 w 38 c•> SEE DETAIL A w 2 O Z 21 1"O.A. 0 Q w p w o »- SHEET 12 J 0 I ..L�. w p SEE SHEE IL A X c tj O O P y co T12 w cls ��N O l� 36 43 "......._ 22 / 22 / ` O x z x 37 36 43 o" 1 Jo6� U 16 37 21 /{a 21 /}a w X � F- w tr 31 g~ 17 � 0 w > 0 31 O 16 17 C9 LL c7 a 6 z 0 fl 30 F Z c6 0 z 21 1"O.A. 0 30 30 30 C9 w °o O O w 37 Z a 0 <a 0 SEE DETAIL A w p F- 21 1"O.A.— — O 37 g SHEET 12 m� Fo� 31 34 39 31 w p SEE DETAIL A 7 O 39 v g m m SHEET 12 + w 28 41 _ z 0 22 / 22 / SEE NOTE 1 9 ° _¢z U m:p 21 /O 21 I wpoa.rn 31 17 /g Fr Z 5 --1 1"MIN— �- 1"MIN. - 1"MIN I o W in c9 LL 7 (9 0- a o p> 1"MIN w w w 17 clj(9 10 C9 rd C / \ VERTICAL CROSS SECTION SIDELITE TYP. N 30 30 w O VERTICAL CROSS SECTION SIDELITE TYP. 10 MASONRY AND CONCRETE INSTALLATION 37 WOOD FRAME INSTALLATION w ? N O Q 39 37 34 39 31 o�p NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS `uuurq DEPTH,LONG SI TO MINIMUM MASONRY,CONCRETE,OR T `�.�0 F. Orr���ii� m Q z 28 41 Z I "' WOOD IS MAINTAINED. SEE NOTE 1 2 m 9 °� , ° �0 °ATE' 12/31/09 Z!_ SCALE: 3"=1' .a ' -* *_ awc.BC,•LUBBECKE 5 --I 1"MIN _ T T cHK.Br: S.FREY �- 1"MIN. 1"MIN 0 1"MIN oHAwnNCNo.: A VERTICAL CROSS SECTION SIDELITE(TRANSOM TYP. B VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. �i � iJ_517,y�je� JW162009 10 WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION Nees=^ { FB EC 41ta, N..29578 SHEET,0 OF 16 1/4"MAX. " SHIM THK. 1 1/2" 1 1/4" MIN.EMS. 13 10 25 ~MIN.EMS. SEE DETAIL A o1 19 31 SEE NOTE 4 28 41 SHEET 15 1 } 19 Q SEE NOTE 3 27 30 1/4"MAX.SHIM 1"MIN. > a: THK. -'SEE DETAIL A � 00 O SHEET 15 1"MIN. 31 18 10 w F- U)� 1"MIN. ` 1"MINI Z O Q ,� 1 ,, +o $ I W n- IL N 30 31 EXTERIOR 20 31 1g 1�.. F 1 cw» W Y =oho 1"MINZ EXTERIOR— 8 Q in Lo INACTIVE ACTIVE 9 30 w1"MIN 7 6 29 28 41 SEE NOTE 4 A HORIZONTAL CROSS SECTION p / 1 HORIZONTAL CROSS SECTION c`) Y a- 11 VIEW AT ASTRAGAL EXTERIOR 30 7 29 8 11 (WOW AT OD DOORLLATCH/SIDE JAMB 6 1/4"MAX. / B \ HORIZONTAL CROSS SECTION 1/4"MAX _1 1/2" SHIM THK. 11 SHIM THK.— VIEW AT DOOR HINGE/SIDE JAMB SEE DETAIL A w (MASONRY AND CONCRETE INSTALL) 1 1/2" SHEET 15 0 MIN.EMS. 4 ❑ SEE DETAIL A MIN.EMB. w cw L / SHEET 15 1 1/4" ❑O I-- J / MIN.EMS. OOO ¢ 28 41 SEE NOTE 4 37 31 30 21 O O_¢ z O 1"MIN. 1/4"MAX. 22 �°D N ON z co 81 SHIM THK. }I-}Z 18 0 x w N w 10 18 ( SEE DETAIL A z O'T_z O O 01"MIN 5 1"MIN. d /�SHEET15 co z ` 1"MIN. / 5 wX� �cc u ice. ,; w I 1 Px� O 1 } 31 ❑�Q W ccokx O F I 10 18 12 SEE NOTE 2 0 c6 Z In w ❑ 8 .. •'7. 30 01„MIN EXTERIOR F❑0 3 a O SEE NOTE4 28 41 29 6 z 9 SEE 41 28 29 36 43 OF,6 O z EXTERIOR w 4 ';' z o 1"MIN w NOTE 4 ❑z co F HORIZONTAL CROSS SECTION o O D HORIZONTAL CROSS SECTION a U a 11 VIEW AT DOOR LATCH/SIDE JAMB 29 O 30 11 VIEW AT FIXED PANEUSIDE JAMB (WOOD INSTALL) 8 7 EXTERIOR (WOOD INSTALL) g} 6 NOTES w m E 1/4"MAX. 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w 1 1/4" SHIM THK:-- MIN.EMB. &15. z HORIZONTAL CROSS SECTION MIN.EMS. 1/4"MAX.SHIM THK. 11 VIEW AT DOOR LATCH/SIDE JAMB 2.SPACING FOR ITEM#12 FROM TOP DOWN: i z zz (MASONRY AND CONCRETE INSTALL) SEE DETAIL A 29 + 1^ O=O 29 SEE DETAIL A SHEET 15 4 ^z Z 6",28-",50-�",73-,. w O h 1/4"MAX.SHIM THK. — p 3.ASTRAGAL SCREW SPACING FOR ITEM#27 ❑w-z Z 4 SHEET 15 1 1/2" } FROM TOP DOWN:}",3-j",20".24-�y",54-4',59" p op O 3 SEE DETAIL A 4 37 O w MIN.EMB. 21 30 131( 75-} &78-}°. w o❑ T721 22 SHEET 15 18 } 4.1X BUCK MAY BE UTILIZED AS AN OPTION =o( 1837 Z AS LONG AS MIN.ANCHOR EMBEDMENT ma 22 Q Q -g z DEPTH,INTO MASONRY,CONCRETE,OR ^T 1 (/ 18 WOOD,IS MAINTAINED. w z 9 5.TAPCON(ITEM#9)ANCHOR SPACING SAME N o + 4 '. 5 EXTERIOR ( AS WOOD ANCHOR(ITEM#5 ACING. ❑ 6.OPTIONALL),ANCHOR I\� KAq,,&D IN EXTERIOR NARROW SECTION Q !�� m¢z 36 43 SEE NOTE 2 12 36 43 28 41 28 41 SEE NOTE 2 12 \ �% °ATE 12/31/09 SEE NOTE 4 12 SEE NOTE 2 SEE NOTE 4 scn�s: 9 EXTERIOR 3643 29 28 41 SEE NOTE 4 0 HORIZONTAL CROSS SECTION 4 7 _ '- 3 =1 11 VIEW AT FIXED PANEUSIDE JAMB T T cWG•EG.LUBBECKE (MASONRY AND CONCRETE INSTALL) tt cHK.ev: S.FREY G HORIZONTAL CROSS SECTION �� O 11 VIEW AT FIXED PANEUSIDE JAMB /_H 1 HORIZONTAL CROSS SECTION �i��� �� � DRAWING NO.: ., s°e'a'90 �. (MASONRY AND CONCRETE INSTALL) 11 VIEW AT FIXED PANEUSIDE JAMB i E���RfRtiE � JW162009 (WOOD INSTALL) FOPECert�aI AIIW,��ihn Na 295/8 SHEET, OF 16 35 1/4"MAX 35 25 SHIM THK.TYP. 1 1/2"MIN. 10 10 EMB.TYP. 38 SEE DETAIL A 38 37 7721 21 30 T 379 SHEET 15 19 2 � 1622 46 46 r` 44 42 CD �> J 7 O SEE NOTE 2 12 F 5 5 U � J ^/ 8 36 43 12 S EXTERIOR 3643 27 EXTERIOR E ERIOR Z a LL� U LIJ HORIZONTAL CROSS SECTION SEE 41 28 29 36 43 45 37 29 28 41 - Q 12 VIEW AT HINGED PANEUSIDE LITE AND MULLION -B_ HORIZONTAL CROSS SECTION NOTE 4 SEE NOTE 4 12 m Q Lo VIEW AT FIXED PANEUDOOR LATCH AT MULLION C HORIZONTAL CROSS SECTION � m Y 12 VIEW AT FIXED TRANSOM 1/4"MAX (WOOD INSTALL) 1 1/4"MIN. SHIM THK.TYP. 1/4"MAX. w EMB.TYP. SHIM THK. a. 36 SEE DETAIL A 38 1 1/2" SEE DETAIL A NOTES w—w Z + SHEET 15 MIN.EMB. SHEET 15 1.FOR 6ANCHOR SPACING,SEE SHEETS 13,14 0O w ¢ 31 2.SPACING FOR ITEM#12 FROM TOP DOWN: O 3 O< z 46 20 6„ 28_„ 50 2" 73_", rr=N ON O 44 42 10 19 2 9 ri ° 3.ASTRAGAL SCREW SPACING FOR ITEM#27 O x(7 t= d a ,, m FROM TOP DOWN:7' 3-}" 20",24-j",54-�',59^ °o T z O w Z En rw-z ,}z 75-2"&76 Z,. W°�m C9 z z \ z 4.1X BUCK MAY BE UTILIZED AS AN OPTION w X m O n w jj//jj/j AS LONG AS MIN.ANCHOR EMBEDMENT Q w m 5 /jjjj//j/. .;;r"•,'..- r:; "; DEPTH,INTO MASONRY,CONCRETE,OR x xZ N Z) a JJJ U WOOD,IS MAINTAINED. f. Q z� a O 29 45 37 29 50 2 30 EXTERIOR 5.TAPCON(ITEM#9)ANCHOR SPACING SAME ='OI­-D Z o ` SEE NOTE 4 28 41 29 AS WOOD ANCHOR(ITEM#5)SPACING. 0 0 SEE 41 28 EXTERIOR 28 41 SEE rr O 9 NOTE 4 NOTE 4 9 6.OPTIONALLY,ANCHOR CAN BE PLACED IN a a D HORIZONTAL CROSS SECTION / E 1 HORIZONTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB. ¢} 12 VIEW AT FIXED TRANSOM 12 VIEW AT DOOR LATCH/SIDE JAMB m'm (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) r 1^MIN.— w 1"MIN. — 1"MIN z 0 5 1 1/4" 1/4"MAX. 1 1/2" w c=i~a SEE DETAIL A MIN.EMB. '.1 1!4"MIN.EMB. O w_ MIN.EMB. SHIM THK. SHEET 15 — O 0 N O 3 i� 8 w a .lam—` 20 31 MIN 1/2"GLASS BITE HI MAX 1 2 3 4 F-N � 10 19 2 SHIM THK. / g rn 1 1/8"TEMPERED SEE DETAIL A J �o p + SHEET 15 10 w ? 1 )-�I� OPTIONAL MASONRY AND CONCRETE INSTALLATIONoWa �// / 13/q• 3/4"AIRSPACE FOR HEADERS AND JAMBSw 9 /jj j// SEE NOTE 5&6,THIS PAGE `� �g/ I eu DATE:2 30 /8"TEMPERED _ r 12/31l0, SCALE: 3"=1' 2EXTERIOR INTERIOR 'SEE NOTE 4 28 41 GLAZING DETAIL A * " * - °wc. i•LUBBECKE ' ct,K.er: S.FREY SCALE:6"=1'-0" _HORIZONTAL CROSS SECTION �i��Tior &nv7��= �` DRAWING NO.: 12 VIEW AT DOOR LATCH/SIDE JAMB '� ��°0101,ne�� w��` JW162009 (MASONRY AND CONCRETE INSTALL) FBPEBan7�r�LiJiiA No. s eET 12 of 16 i 69 1/2" 39 314" SEE DETAIL E SHT.15 (BOTH JAMBS) 81 3/4"MAX FRAME HEIGHT(INSWING) 80 1/2"MAX FRAME HEIGHT(OUTSWING)— 5 5"TYP.--1 I I I I co cn 2> — — r m >g= m cnm mzO 0 �D �G);u cnm _P bN — z� _ zz �o — XoC m r m I I 1 I 14"MAX.O.C.TYP.J=Ncn co 0 N 2 m -=im i m �o ,0 cnm Nm D D � r 0 W 14"MAX.O.C.TYP. _ II I• •II —� I—3"TYP. 5 1/2" 39 318" C N r m SEE DETAIL G 0 SHT 15 m 95114"(INSWING) D -� 941/2"(OUTSWING) w ne 2r 13 112" 71 3"TYP.-- —I 3� m zZ —� 5"TYP. I 1 Mo �f mZO OA I N QG) b cnO ZD I I w G)0 q CZ -I rn zm xz _ C III I I X _ cn _ D z _ z -n /Y ��i = 39 5/8„ 1 y cncn cn 0 0 Q ry� •. 2i ' m Zm 7318' zim -1m bF� 1 P N z 0 0 0 Tao = r SEE DETAIL E oO SHT.15 2 w B � En z ��rrlrnnNl�`� � o n PRODUCT: CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. iq m 6-Ox6-8(XX)&5-4x6-8(O/OXO) Iw 8" o �, ; W INSWINGIOUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. :• N m B 10.27.14 5TH ED CODE CHANGE SM PART ORAssemsLY: KLAMATH FALLS,OR,97601 I� 0 A 12.01.11 2010 CODE CHANGE JLA ANCHORING LOCATIONS PH.541-882-3451 , m NO DATE DESCRIPTION BY INSWING/OUTSWING REVISIONS 14"MAX.O.C.TYP. SEE DETAIL G —5112" SHT 15 _ 39 318" c ® �c r m r I 81 3/4"MAX FRAME HT.(INSWING) w 2 m 81"MAX.FRAME HT.(OUTSWING) i y v �,r- tn z D 5"TYP. 0 z �� 5"TYP. 0 ZD D mn O�Z *_ —w = m— O _ m 2m n Qz N pZ f SO +� cG) _�r nr c O o 2 0p G)-DOi 'o 81 3/4"MAX FRAME HT.(INSWING) Zz } zN 81"MAX FRAME HT.(OUTSWING) �o cn cD xz 5112"--1_1�391/2' �� rn c m Z O m c =i SEE DETAIL G w - 5"TYP.—I SHT.15 I� 5"TYP. I \� \ 69 3/8" x m i m 39 5/8' o • cn -� co c" m 7 3/8"— am_ ' D r � m O ~� SEE DETAIL E ( I I 1 1 SHT 8 14"MAX.O.C.TYP, SEE DETAIL E cn cn m 95 1/4"MAX FRAME HT.(INSWING) SHT.15 1 m 94 1/2"MAX FRAME HT.(OUTSWING) (n U) 0 .-I m rya 1 51/2"--1_I 391/2" 13 1/2" 0 D I -mi 71/2" D m . r 39 3/4" -I 1—3"TYP. 0 SEE DETAIL G 69 1/2" SHT.15 — �61 TYP. 5"TYP.- -I 5"TYP.— (n >�0 I I I I 1 mzO G)x � Oz it -M- - - I I *O p A "ZD II\ II G)Q z w J \ Z �Z D x� (--- 14"MAX.O.C.TYP. zm m cn(n cocn 0 C m m 2 m = 1m 1m Z 0 ,0 � g 1 m -mi -mi m y i m SEE DETAIL E O D D SHT.15 —I r^3"TYP.x m z G) c -n O co I 7 1/2"—�-- m II-- 39 314" x 1111! cn 69 1/2" La Y� -4 SQ 1-4 v $ x y PRODUCT: m g m �' CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. n ` 6-Ox6-8(XX)6 5-x6-8(O/OXO) IA rn o r w INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. o r m �^ o B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 x m O A 12.01.11 2010 CODE CHANGE JLA h j x NO DATE DESCRIPTION BY OUTSWING HORIZONTAL PH.541-882-3451 m REVISIONS CROSS SECTIONS 0 SEE DETAIL I "C-SINK. Imo— NOTE o / 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT m _ WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. prj 3 Typ P. SEE DETAIL B \ 2-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. aj ~I` cc WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. p 3"TYP.I--{ r / + DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4"OR co 1— I C 1 SCALE:6"=l'-0" 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT Cj U P } r I f 1 l I I I 1 1 / w IS MAINTAINED. Z a a�? Q w Y 2 a�0 I (7 z E w C - - 0 1 34 39 47 12 Q Z p _ 20 roLo rn w M Q z m I o m / o \ -Wj co Y d ci I 1 2 1 3 4 3 1\ / x DETAIL D w LL 23 ASTRAGAL w TOP STIKE PLATE p 28 w -t N a 9 1 3 4 28 SEE NOTE O O CD m 5 \ #2 8 7 OpQ O TYP. DETAIL B DETAIL C b w o m CORNER DETAIL AT HEAD CORNER DETAIL AT SILL O X O O rl Ir r � r II 7 7 0 ow MULL T / MU6.1 rl LL / w X 9 0 DETAIL E cn x O °� �EE DETAIL C HINGE DETAIL m N ofoZ 4 a 06cn 27 o z Z o ANCHORING LOCATIONS TRI UNIT __� a 00 a INSWING/OUTSWING UNIT(_OXO) SCALE:1/2"=1'-0" 27 49 DETAIL F ASTRAGAL BOTTOM �g>- INSERT PLUG(INSWING) m I m DETAIL G w #8 X 2 1/2" 38 23 LATCH&DEADBOLT STRIKE 47 WOOD SCREWS PLATES _¢0 TYP. 27 o w r,a 27 O Owlrz 2 11 34 39 38 0 O)w m 24 woa> 27 � m N CY G) DETAIL F ASTRAGAL BOTTOM(OUTSWING) N o OfV O ```,1111111111111'' 2 NOTE(S): `�� DES F. O �i�� m¢z 35 1-ANCHOR SPACING FOR BOTH '.i Q DATE: 12131I09 1 4 INSWING&OUTSWING. Z 4 r O 2-SCREW#28 IN DETAIL C,NOT USED IN * 7 *= ``c^'�`AS SHOWN (XX)CONFIGURATION. -fl T T ir Dwc.ELT,,LUBBECKE -p IvZ CHK M S.FREY DE 'CORNER DETAIL AT TRANSOM MULL ',�/ FG tyP DRAWING NO.: ftudl9p D �� JW162009 DETAIL I cxyE�6p► F4p �1ia /py�©aaci.F MULL POST SILL SIMILAR) FBPECnN!�li6d�lr)z��Nm N".zas7e SHEET 15j OF 16 ��— 4 9116" -{ 4" 5 5/8" 118 {—{I� --1 3/8" 8 1 _ _ T T o —318" O n r > 1 WOOD JAMB FINGERJOINTED PINE O O T _ _ RESSIONI f- 1 11116"- I m O SCALE:6"=1'-0" i WEACOMTHERSTRIP I 3/8" d' TOP RA STILE C) CC J 2 ENDURA INSWING THRESHOLD I I ����1/8"(Min) 11 VINYL/FOAM HINGE STILE Z O 6063 CA E:6" AND COMPOSITE SCALE:6"=V-0" LAMINATED VENEER LUMBER Z W U-N 3 SCALE:6"=1'-0" co 4 O SCALE:BUTT 16=l o 4x12 GA.STEEL 10 17 BOTTOM STEEL IL (SCALE:6"=V-0" W Q F= 3 1/8" -{ SCALE:6"=1'-0" Q v 16 18 19 p ^ �to co LU i1 3/4" 7/8" 4 518" 5 5/8" w 20 LOCKBLOCK o � FINGERJOINTED PINE 34 AFCO OUTSWING THRESHOLD w Ow w SCALE:6"=1'-0" O 6063 T5 AL AND COMPOSITE 39 AFCO b AL AND COMPOSUTSWING ITE DOOR BOTTOM SWEEP ��1 3/4"-^� 0 SCALE:6"=1'-0" 32Q co SCALE:6"=1'-0" VINYL CORNER PADS U O¢ SCALE:6"=1'-0" 33 PLASTIC m v Z A B SCALE:6"=l'-0" D C6 c z o O EL-d3 _ z I 1 3/4" -I 1 5/8" w x .m(D s z U C9 N m D X xz N o O O N ` oDo 00 E6Z0 1 � it U A B 1 3/8"� 1" 47 STEELASTRA GAL STRIKE PLATE g 1,1 ASTRAGAL EX RUDED w m T SECTION A-A SECTION B-B 21 ODL LIP FRAME SCALE:6"=V-0" 13 O PLASTIC U w 6063-T5ALUMINUM SCALE:6"=V-0" Z 0 SCALE:6"=l'-0" _¢0 1132"--�-- 3 1/2"-- v m p: IB 1.3125" 0 0050 1•_6 I' 2 1/2" ---I 2 1/8" O O w 40 °ASTRAGAL BOLT 35 MULL POST N IVR Iff xo � COLD DRAWN STEEL EDGE GLUED FINGERJOINTED 0 SCALE:6"=1'-0" SCALE:6"=1'-0" d Lu i 1 318" SIDELITE SEAT 48 LATCH PLATE STEEL c N+ 15 O SIN UNITS ONLY 13/16" _ `v CALL: D PLASTIC SCALE:6"=1'-0" I ,• :, • i• pO nATE:12/31109 1/2" T I_ - 0! 7 SCALE AS SHOWN 1116"--I� 41l2" *( 1t DWG.gg•LUBBECKE �—2 1/16"^ D T T• a - CHK.BY: S.FREY i�O "He 4. E DRAWING LAZI RIM P FIXED CORNE R NG_ TRANSOM SASH TRANSOM GNG CLIP T TRANSOM JAMB �" Cgjl'aP.�r,?v� �`� 46 45 36 38 i, W'ENBD � JW162009 CELLULAR PVC CELLULAR PVC O PLASTIC O FINGERJOINTED PINE rj�hF,P Bi�s I SCALE:6"=l'-0" SCALE:6"=1'-0" SCALE:6"=l'-0" SCALE:6"=1'-0" FBPE C �66,A 29578 SIIEEI 16 OF 16 e. 398 E. Dania Beach Blvd BUILDING DROPS Suite338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product va uea on Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge for Florida Product Approval Report o. 3291 Current Florida Building Code Method: 1 —A (Certificate) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 74"x 81.75" 74"x 80.5" 64.5"x 95.25" 64.5"x 94.5" Prepared For: JE1 D—WEN inc. 3737 La ,eport 'Biv . Klamath 'ells, OR. 97601 ``01111111111i/4i ES F O ��i Prepared by: a 'ZZ •� �O i Hermes Norero, P.E. 7 •:_ Florida Professional Engineer#73778 = �E Date: 10/27/2014 = T T i .�O Contents: ����� .... Evaluation Report Pages I —4 "/ONAL Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Hermes Norero,P.E. Date:2014.11.11 09:50:46-05'00' Florida No.73778 I BUILDING DROPS A Perfect Solution in Every Drop Date: 10/27/2014 Report No: 3291 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door,Wood Edge (Impact Rated-Doors Only) 74"x 81.75" 74"x 80.5" 64.5"x 95.25" 64.5"x 94.5" 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. 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. Limits of Use: 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 A Perfect Solution in Every Drop Date: 10/27/2014 - r Certificate of Authorization:29578 Report No: 3291 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: • ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05b Referenced Data: 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 I BUILDING DROPS A Perfect Solution in Every Drop Date: 10/27/2014Report No: 3291 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X), 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. i Hermes Norero, P.E. Florida No.73778 Page 4 of 4