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HomeMy WebLinkAboutProduct Approval 77 "V, BCIS Home Log In ` User Registration Hot Topics Submit Surcharge Stats&Facts ( Publications Contact Us j BCIS Site Map Links ' Search b c3 _ �a'q Product Approval Isl`. a' USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail Y—� F FL# FL13540-R5 I Application Type Affirmation Code Version 2017 s Application Status Approved } Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 4 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com i Technical Representative JELD-WEN Corporate Customer Service F Address/Phone/Email 3737 Lakeport Blvd. 1 Klamath Falls, OR 97601 } (800) 535-3936 ' customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email i e i Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing *F Certification Agency National Accreditation & Management Institute i Validated By National Accreditation &Management Institute Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 f gap ASTM E331 2000 d s Equivalence of Product Standards Certified By Approved Testing Lab FL13540 R5 Equiv JELD-WEN ASTM E1996 Equivalency Letter.pdf ^` 0 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity O Yes O No ON A Product Approval Method Method 1 Option A k Date Submitted 06/30/2017 Date Validated 06/30/2017 j Date Pending FBC Approval Date Approved 07/05/2017 4 E _ Summary ofProducts j _ I FL# (Model,Number or Name, Description 13540.1Contours Steel, Wood Edge 3'-2" x 6'-10", Opaque Inswing and Outswing Door — ...._.__ —---- - - Limits of Use Certification Agency Certificate i" Approved for use in HVHZ: No FL13540 R5 C CAC N1010116-R4.{�df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2026 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R5 II JW162009 SS 2014-11-11.odf } Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R5 AE PER3291 SS 2014 11-ll.�df j Created by Independent Third Party: Yes ! 13540.2 _ Contours Steel, Wood Edge 6'-2"x 6'-10", Opaque Inswing and Outswing Door — Limits of Use Certification Agency Certificate i Approved for use in HVHZ: No FL13540 R5 C CAC NI010116-R4,12df I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 I Design Pressure: +55/-55 Installation Instructions (( Other: FL13540 R5 II 1W162009 SS 2014-11-11.pddf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes �> Evaluation Reports FL13540 R5 AE PER3291 SS 2014-11-11.pdf i ( Created by Independent Third Party: Yes i 1 1 : 13540.3 Contours Steel, Wood Edge 5'-5"x 7'-11", Opaque Inswing and Outswing Door with Transom and Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R5 C CAC NI010116.02-R2.2df j Approved for use outside HVHZ: Yes pp Quality Assurance Contract Expiration Date "V Impact Resistant: Yes, 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R5 II JW162009 SS 2014-11-11,oddf Verified By: Hermes F. Norero, PE 73778 { Created by Independent Third Party: Yes kEvaluation Reports FL13540 R5 AE PER3291 SS 2014-11-11.pdf Created by Independent Third Party: Yes y ' 13540.4 Contours Steel, Wood Edge 5'-5" x 6'-10", Opaque Inswing and Outswing Door with Sidelites Limits of Use Certification Agency Certificate i' Approved for use in HVHZ: No FL13540 R5 C CAC NI010116.02-R2.pdf l Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I l Impact Resistant: Yes 12/31/2019 Design Pressure: +55/-55 Installation Instructions Other: FL13540 R5 II 1W162009 SS 2014-11-11.0f Verified By: Hermes F. Norero, PE 73778 j Created by Independent Third Party: Yes a 1 Evaluation Reports FL13540 R5 AE PER3291 SS 2014-11-11.pdf Created by Independent Third Party: Yes i 13540.5 Contours Steel, Wood Edge 4'-3" x 6'-10", Opaque Inswing and Outswing Door with Sidelite Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13540 R5 C CAC NI010116.02-R2.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2019 i Design Pressure: +55/-55 Installation Instructions Other: FL13540 R5 II JW162009 SS 2014-11-11.pdf Verified By: Hermes F. Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL13540 R5 AE PER3291 SS 2014-11-11.oddf Created by Independent Third Party: Yes I _ j 13540.6 Contours Steel, Wood Edge 3'-2"x 7'-11", Opaque Inswing and Outswing Door with 3I i Transom Limits of Use Certification Agency Certificate j Approved for use in HVHZ: No FL13540 R5 C CACNI010 16.0 -R .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ' Impact Resistant: Yes 12/31/2019 � i Design Pressure: +55/-55 Installation Instructions { Other: FL13540 R5 II 3W162009 SS 2014-11-ll.)df y q Verified By: Hermes F. Norero, PE 73778 [ j Created by Independent Third Party: Yes j Evaluation Reports FL13540 R5 AE PER3291 SS 2014-11-11.1df Created by Independent Third Party: Yes g Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 -t, ,•,� The State of Florida is an AA/EEO employer.Coovriaht 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), P@ 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 .. j 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. z { Product Approval Accepts. i_2 WE E49 S Credit Card i ' Safe l NATIONAL CERTIFIED TESTING LABORATORIES F c 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 Re: ASTM E1996-05 equivalence to the ASTM El 996-06 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 E1996-05 testing also qualify under the aegis of the ASTM El 996-06 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. GSC Ray Lamb P.E. l Professionals In The Science of Testing NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: NI010116-114 Page 1 Date: 02/11/2010 ® Revision Date: 10/12/2016 Certification Program: Structural Company: JELD-WEN a ' Frep pRQoU Code: 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/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 frame head. using a rabbet joint and four(4) 1.6 minx 11 mm x 51 mm(16 GA x 0.483" x 2") staples per coiner. 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 mm 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 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.: N10101 16-R4 Page 2 1.4 Glazing (where used) Sidelites- The overall insulating glass unit comprised of two (2) panes of 3.2 min(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 mtn 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 min (13.5"), and 610 min (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 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 ��CERTtFj�R ACCRA,� �% f Company: JELD-WEN Certification No.: N1010116.01-R3 Page 3 3737 Lakeport Boulevard Certification Date: 02/11/2010 ° Klamath Falls, OR 97601 Expiration Date: 12/31/2026 1 , Revision Date: 10/12/2016 A Product: Series "Ener Saver/Contour" Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o �o�nov "Energy g g g 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& Outswing Opaque Size Pos/Ne sf) Rated Comments X I/S Opaque 37"x 6'10" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199!SJW2009-199 Addendum Single Wind Zone 4 (06/09/2014)/PER 2947/W-1 685AV-1 695/W-1788 Missile Level D Max Panel Size:3'0"x 67" X O/S Opaque 3'2"x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single 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:JW162009(1-16)/A011271 Double Wind Zone 4 (06/09/2014)/PER 2947,/W-I6851W� I695/W-1788 Missile Level D Max Panel Size:3'0"x 67" Anchor Details:JW 162009(1-16)/A011271 XX O/S Opaque 6'2"x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/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: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 CERTIPIC4hoy` Company: JELD-WEN Certification No.: N1010116.02-R4 Page 4 3737 Lakeport Boulevard Certification Date: 02/.1.1/2010 Klamath Falls, OR 97601 Expiration Date: 12/31/2026 1 Revision Date: _ 10/12/2016 Product: Series "Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o �+so ppb 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& Outswing Opaque Size Pos/Ne ( sf) Rated Comments OX/XO I/S or Door-Opaque 4'3"x 6'l 0" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single w/Sidelite 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:JW 162009(1-16)/A011271 OXO I/S or Door-Opaque 5'5"x 6'10" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788 Single w/Sidelites O/S Sidelite-Glazed Sidelite=No Missile Level D Max Panel Size:3'0"x 67" Sidelite DLO:7"x 63"Glazing:1G-1/8"Tempered Glass Anchor Details:JW 162009(1-16)/A011271 O/X I/S or Door-Opaque 3'2"x 7'1 1" +55/-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 (06109/2014)/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:JW162009 1-16 /AO 11271 O/OXO IIS or Door-Opaque 5'5"x 7'11" +551-55.psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single w/Sidelites O/S Sidelite-Glazed Wind Zone 4 Sidelite-No (06/09%2014)/PER 2947/W-1685[-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67" &Transom Transom-Glazed Transom-No Sidelite DLO:7"x 63"Glazing:IG-118"Tempered Glass Anchor Details:JW 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: �'I,T D-W N0 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)&5-4 X 8-0(O/OXO) 36 3/8"WITH SHT# DESCRIPTION O INSWINGlOUTSWING ASTRAGAL 1 INSWING ELEVATIONS&GENERAL NOTES to 2 INSWING ELEVATIONS 24 GA.STEEL IMPACT DOOR SYSTEM 3 INSWING ELEVATIONS&BILL OF MATERIAL GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m O 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS \ 6 INSWING HORIZONTAL CROSS SECTIONS rn to BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z 0 Q 1:T SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 26 8 OUTSWING ELEVATIONS 0_ ILL < N HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. O 9 OUTSWING VERTICAL CROSS SECTIONS Z LU 00 NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED, = 25 10 OUTSWING VERTICAL CROSS SECTIONS w Q 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER O w 11 OUTSWING HORIZONTAL CROSS SECTIONS J ¢ LOADS TO THE STRUCTURE. ¢_ = 12 OUTSWING HORIZONTAL CROSS SECTIONS 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR w D w 13 ANCHORING LOCATIONS I j r -2 > 6 D A 6 z 14 ANCHORING LOCATIONS co Y 0- EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O 6 a 15 ANCHORING LOCATIONS&DETAILS 4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. x 6 6 x 15 UNIT COMPONENTS 5. SCALE BASED ON 11x17 SHEET SIZE. 2 NOTE 2 \ / NOTE 2 )< 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. � - 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. ao \ / w 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION 7 REQUIRES THAT PRODUCT MEETSTHIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w w 0 INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH \ / Cl O F LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE 0 6 z m O ASTRAGAL 4 4 0 X(D >z DOOR LEAF CONSTRUCTION: O Y z FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) NOTE 2 0�� w J¢ THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) Lu H x z z CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND to;O w DENSITY EXPANDED POLYSTYRENE(EPS). Z x z 'w, Z O PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF O 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 O — Of LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL i O Qa 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: 2:5 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 O w SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z(9 CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. ¢z z SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM =¢O FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. O=P THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMPOSITIVE +55 +55 w O a u INSWING 0 w z CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH ANNEGATIVE 55 55 FOU C ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM o L)w u FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w o 0 u THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING =b a INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILL/JAMB CORNER ANGLED NEGATIVE 55 55 �N FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, 'T SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLESJOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2"LONG CROWN NOTES: h w AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL 1- ALL VIEWS FROM INTERIOR. N o¢ ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE STAPLES THROUGH THE JAMB. THE MULLION T BETWEEN DOOR/SIDELITE IS 0"o CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC CREATED O SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUC``fir I I rrrrr�� RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE `��� c�F, E O i�� m¢Z 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#I X 2" t�` ...�.. METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A gson:signed app ojngtHermes F.Norero,P.E. 7 Q DATE 12/31/09 WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:l am a ��.� • � BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE pproving this document 7 SCALE: 1/2"=1' OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.11 10:04:34-05'00' CENTER OF THE HEAD ANDA METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2" _* = DWG.ovG.LUBBECKI IN PLACE WITH 16GA X 7/16"X 2"STAPLES. SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT � �:• /1 � CIMBY! S.FREY THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" O / / E ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THEidraaP. Nvr»>o-��\ DRAWING No.: TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS �i��iS� m�9Drop�� % JW162009 LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7116"AIR GAP. 9���y�y"y j��e�� °-N3"xj�f � FBPE ICVt 440 A No.29578 SHEET.j OF 16 64 1/2"MAX " OVERALL WIDTH 64 1/2"MAX O.V.A WIDTH 0 MAX 58 1/2"MAX.D.L.O. 31114"MAX PANEL WIDTH OVERALL WIDTH C D N 0 NOTE 2 26 \ j 0C _10 com w x = zOQch 0 25 x x 6 \ ¢ = o \ 6 ¢ W Y m0000 x x" 1- 0 7 0 � ¢ 6 I > o z NOTE B 6 >� J QU) o n. NOTE 2 6 o a NOTE 2 0 Q`n o G 6 0 aLLI / NOTE 2 � / ¢ w Il J 2 na NOTE 2 6 2 � G NOTE 2 r 7"MAX, / ^ 7"MAX. / / MULL POST w c N I D.L.O. D.L.O. p (D / 0) II / / w�w 7"MAX. / / 0XO w � MULL POST o o z D.L.O. O 6Q z C D 12"MAX. C A �,6N ~¢ NOTE NOTE2 NOTE2 PANEL WIDTH 5 4 4 TRI UNIT(OXO) TYP. 12"MAX. NOTE 2 0 0 EdEd q (INSWING IMPACT DOOR WITH PANEL WIDTH 35 3/4"MAX _ w°?f� N } O OTE 2 PANEL WIDTH w z 5 4 4 12"MAX. m NOTE 2 PANEL WIDTH DUAL UNIT(OX) W,,6 o m c 35 314"MAX TYP. 37 112"MAX O.V.A. x z PANEL WIDTH FRAME WIDTH (INSWING IMPACT DOOR WITH F 0 6 a O MULL POST NON-IMPACT SIDELITE) Iz o °z 00 - ¢ TRI UNIT(O/OXO) a V a (INSWING IMPACT DOOR WITH NON-IMPACT SIDELITES&TRANSOM) g m 26 w w c� x z \ w w 25 J w0n- Q ow- o W w o O Oo V 7 0 6 O� W-06 NOTE N6 a FQ NOTE 2 NOTE 2 NOTES: CO 1- ALL VIEWS FROM INTERIOR. o N o / 2-MASONRY AND CONCRETE CONSTRY69'IW1 ll",i �• �C ;� Q DATE: 12/31/09 B NOTE 2 441 7 SCALE: 1/21- /'AV =1' * * - DWG.BO.LUBBECKE 35 314"MAX. F w PANEL WIDTH CHK.BY: S.FREY ij O �Hl'" 7 `� DRAWING NO.: SINGLE UNIT X �� dpi°rtaae,�.Nv.r3n�♦��♦ ( ) i� amaDo ♦ JW162009 (INSWING IMPACT) '�� B'.a"^.Fel 3Vfu � SHEET 2 of 16 FBPE C. /A.libld de No.29578 Item DESCRIPTION Material 37 1/2"MAX O.V.A. 1 HINGE JAMB 1 114"X 4-9/16"FINGERJOINTED PINE PINE O f FRAME WIDTH 2 HEAD JAMB 1 114"X 4-9/16"FINGERJOINTED PINE PINE �+p 3 LATCH JAMB(1-1/4"X 4-9116"FINGERJOINTED PINE PINE 31 1/2"MAX.D.L.O. 4 SIDELITE JAMB 1-114"X 4-9116"FINGERJOINTED PINE PINE _ 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2"MIN.EMBEDMENT STEEL p rQN-QN 6 4"X 4"BUTT HINGE 12GA. .089"MIN STEEL p t` 0 NOTE 2 °J 7 99 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL p rn 8 #10 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL > o: 9 3116"ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL co O 10 COMPRESSION WEATHERSTRIP FOAM H U) = 11 INSWING THRESHOLD ENDURA MODEL LZAILP66WMF120 6063-T5/COMP. ALUMINUM Z Cc O J \ 12 #8 X 2 1/2"PHILLIPS FLAT HEAD WOOD SCREW STEEL D.. <LL cv 26 w 13 EXTRUDED ASTRAGAL GLOBAL 6063-TG AL ALUMINUM Z Y = � J 14 NOT USED J Q r C7 25 <^ 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL Lo w \ w o 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL c^j Q = O a0 17 BOTTOM RAIL 25GA. 0.018" GALVANIZED STEEL STEEL M Y d w 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL a0 7 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL x / v 20 LOCK BLOCK 1-11116"X 3-1/8"X 12 FINGERJOINTED PINE TREATED PINE < 7 6 N 21 ODL LIP-LITE FRAME PLASTIC w w NOTE 2 / NOTE 2 m 22 1"O.V.A.INSULATED TEMPERED GLASS GLASS o 0w x r / 23 16 Ga.7116"CROWN X 2"LONG STAPLES STEEL o 0 J) U) 24 CORRUGATED NAIL 112"X 1-1116"25 GA. STEEL m 0 O / 25 KWIKSET LOCK SERIES 400 STEEL rL N 26 KWIKSET DEADBOLT SERIES 660 STEELp q z w w 27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL o 06 � w �af � 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w X H } C7 w C D NOTE 229 NON-COMPRESSION SHIM WOOD x m z O 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pcf DENSITY)MFG BY JELD-WEN FOAM V)00 c7 w DO— 35 3/4"MAX. 0. m PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS j 4� < z A-525 COMMERCIAL QUALITY 0.021"MIN.THICK.) L)O0 w U) o SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEPVINYL o O (INSWING IMPACT DOOR WITH 33 CORNER PADS 2",LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a U a NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP 34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE ALUMINUM U)g m 35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE L w 36 318"ROUNDED SCOTIA PLASTIC z z z 37 SILICONE BEAD DOW 1199 SILICONE x=0 38 JAMB,1-1/4"X 4-112"FINGERJOINTED PINE LVL w 0 d rn 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM o w y O 40 ASTRAGAL BOLT 0.313 DIA. STEEL 00 w F, 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINEWOOD w w 42 11116 O.V.A.INSULATED 1/8"ANNEALED GLASS GLASS F=N 43 1'STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER AL./SEALENT w 45 GLAZING CLIP CELLULAR PVC NOTES: N o 1- ALL VIEWS FROM INTERIOR. o c i o 46 SASH CELLULAR PVC2-MASONRY AND CONCRETE CONSTRRQIIW)9.47 STRIKE 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL PTE(GLOBAL) STEEL ``SES F--. /'���� m¢z 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTICG DATE: 12/31109 Z O 7RR%' SCALE 112"=J' T TEOF DwG.BG,LUBBECKE 7J W CHK.BY: S.FREY �i���CFjo(n�Cau P,F,iJp,➢97]86\��� DRAWING NO.: JW162009 SHEET 3 OF 16 FSP E Cert}o}�IlfidFl�lu�Nn.29578 1 1"MIN of 1"MIN. NOTE 1 1 1"MIN 1"MIN. MIN. —1"MIN NOTE 1 X 1 w MIN. --1"MIN NOTE 1 m 1"MIN 1"MIN -- 9 Q 1"MIN -- 28 41 1"MIN - 9 28 41 g NOTE 2 NOTE 1 NOTE 2 28 41 -z_ Co �W 5 28 41 a �2 5 4 z �. 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T r MIN, g v WOOD FRAME INSTALLATION 4 MASONRY AND CONCRET N M 7�i� m Q O SEE NOTE I EMB a v �� z O: DATE: 12/31/09 5 1"MIN NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS ^ C^ 7 SCALE: 3„_1, 1„ LONG AS MINIMUM ANCHOR EMBEDMENT = * / * = DWG.ar-LUBBECKE � — 1"MIN — I� 1"MIN -I DEPTH,INTO MASONRY,CONCRETE,OR TRT F Ci) VERTICAL CROSS SECTION,DOOR TYP. MIN. WOOD IS MAINTAINED. ` �4` D HK-By: S.FREY D FITRk�;. u� H-\� MWING NO.: 4 WOOD FRAME INSTALLATION �B� VERTICAL CROSS SECTION,DOOR TYP. NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED (c� !tiri l7 4 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. ��� lQN g .33.��yy ` JW162009 FBPE UtlN�PL{d Adn�No20578 SHEET--4-_OF 16 16— 1"MIN. NOTE 1 m 1• 1"MIN 1„ x Y N 1"MIN a MIN. 1"MIN MIN. 1"MIN a w 28 41 w NOTE 1 m = r 5 1"MIN — 9 28 41 Y m— 1^MIN. NOTE 1 _�*w 1"MIN NOTE 1 co29 e< w 1„MIN 28 41 1„MIN 9 28 41 X a. R 29 ¢_ �° •°• 29 t > CC 38 36 43 1 . " J O CD SEE DETAIL U SHEET 15 37 42 O W 2 Q H 38 36 43 = SEE DETAILA z Q c? 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SEE NOTE 1 9 e a 7 / SCALE: 3"=l' / _ MG.-G-LUBBECKE 5 1"MIN I } I o J�T/�TE OF '•W Z CNK.BY: S.FREY 1"MIN {- 1"MIN. - 1-1 MIN �O'.th �, ! / E�� . A ��IORtluCP.�.(dv]�n8-\ DRAWING NO.: VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. ©VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. %� � oi1tl"9DB° Csl��� JW162009 5 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION F tb F8PE CeNo.295]8 SIIEET__OF 16 1/4"MAX. 25 SHIM THK. 1 1/2" 13 10 1 1/4" MIN.EMB. 19 f MIN.EMB. SEE DETAIL A o1 uo 19 31 SEE NOTE 4 28 41 SHEET 15 1 r- 30 SEE NOTE 3 27 Q 114"MAX.SHIM 1"MIN. > lc� THK SEE DETAIL A SHEET 15 1"MIN. 31 18 0.�. w w a 1"MIN. + p 1"MINO z O CL Q co 30 1 31 20 31 10 ' 1"MING INTERIOR w W =co INTERIOR 18 ��. 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Q 22 0 31 SHIM THK. 18 i 0`x(9 v F 10 18 Y I SEE DETAIL A Z z O`f z cl 01"MIN 5 fff 1"MIN. d SHEET15 H w 1"MIN. 5 w R- O '• 111 _ 1 1 ",.:: m ° { 10 31 + m�0 0 H 18 12 SEE NOTE 2 z N SEE NOTE4 28 41 8 29 6 7 30 Z1"MIN 9 INTERIOR 0 0 a O "" SEE 41 28 29 36 43 0 co U) o z INTERIOR 1„MIN w d ;' ;',';' NOTE 4 ^ z0 ^ m a'`' `' ;`''''_` '•!`: / r , HORIZONTAL CROSS SECTION �1 HORIZONTAL CROSS SECTION "' a a z 6 VIEW AT DOOR HINGE/SIDE JAMB 6 VIEW AT FIXED PANEUSIDE JAMB 8 0 (WOOD INSTALL) 29 7 30 INTERIOR (WOOD INSTALL) �¢} 6 NOTES m-m 1/4"MAX. _ 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 1 114" HORIZONTAL CROSS SECTION SHIM THK— MIN.EMB. 8 15. z 29 2.SPACING FOR ITEM#12 FROM TOP DOWN: MIN.EMB. --1/4"MAX.SHIM THK. 6 VIEW AT DOOR HINGE/SIDE JAMB SEE DETAIL A ¢z z (MASONRY AND CONCRETE INSTALL) SHEET 15 4 29 z 6",28-",50 g",73 4". U= 29 SEE DETAIL A z 3.ASTRAGAL SCREW SPACING FOR ITEM#27 w 0 0 z 4 SHEET 15 1/4"MAX.SHIM THK.— _1 1/2" 37 ` FROM TOP DOWN:'g,3-1 ,20",24-j",54-a',59" O 00 c 3 SEE DETAIL A 4 21 30 31 75 2"&78-2". o U w d ' MIN.EMB. 21 SHEET 15 22 18 4.1X BUCK MAY BE UTILIZED AS AN OPTION woo 718 31 30 22 ' AS LONG AS MIN.ANCHOR EMBEDMENT F=N } I D I 21 30 31 37 2 z DEPTH,INTO MASONRY,CONCRETE,OR z z ii 22 Q WOOD,IS MAINTAINED. v 9 5.TAPCON(ITEM#9)ANCHOR SPACING SAME N INTERIOR o Q ' AS WOOD ANCHOR(ITEM#5)SPACING. oho c+ g 6.OPTIONALLY,ANCHOR CAN Q50044p�IN I NARROW SECTION OF H g +I INTERIOR SEE NOTE 2 12 36 43 28 41 �� �`�✓ i. '��i� m¢z 28 41 36 43 12 SEE NOTE 2 SEE NOTE 2 12 SEE NOTE 4 :�ytj. / QO% DATE: 12/31/09 g SEE NOTE 4 INTERIOR _ scn E: 36 43 29 28 41 SEE NOTE 4 ! ! 1 HORIZONTAL CROSS SECTION 7 3"=1 6 VIEW AT FIXED PANEL/SIDE JAMB y T T DWG•BG•LUBBECKE (MASONRY AND CONCRETE INSTALL) CHK.BY: S.FREY G HORIZONTAL CROSS SECTION H HORIZONTAL CROSS SECTION ��0c ° Z� BRAwiNGNo.: ©VIEW AT FIXED PANEUSIDE JAMB Ffotmp,.�.yadan�� (MASONRY AND CONCRETE INSTALL) 6 VIEW AT FIXED PANEUSIDE JAMBE�6b3NdfRhaa JW162009 (WOOD INSTALL) /4.yyyy�BeTch,FJ�, AT $11EET� OF 16 FBPE CeiL'a)Ald�kt.ikn No.MM — 35 1/4"MAX 35 2 J SHIM THK.TYP. 1 1/2"MINS 10 37 37 10 EMB.TYP. 38 SEE DETAIL A r38 31 22 30 21 21 30 31 8 19 SHEET 15 30 31 18 19 �� 1 30 31 o 22 co 46 44 42 46 zi m p INTERIOR 5 f 5 U J 7 27 INTERIOR J 8 36 43 12 SEE NOTE 2 SEE NOTE 2 12 36 43 20 { z O Q C? 6 INTERIOR W 0 LU =00 / H_ HORIZONTAL CROSS SECTION SEE 41 28 29 36 43 45 37 2g 28 41 ^ F 7 VIEW AT HINGED PANEUSIDE LITE AT MULLION B HORIZONTAL CROSS SECTION NOTE 4 SEE NOTE 4 Lo 7 VIEW AT FIXED PANEL/DOOR LATCH AT MULLION C HORIZONTAL CROSS SECTION Do Y d 7 VIEW AT FIXED TRANSOM 1/4 MAX (WOOD INSTALL) 1 1/4"MIN. w EMB.TYP. 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SHEET 15 I 0 0 p C U O E 1 1/2" - SEE DETAIL Aa 20 28 ❑U w MIN.EMB.— SHEET 15 z _ 9 w 0 0' 31LL 3 114-MAX THK. 3 4 N 20 31 � I 10 19 25 SHIM THK. 9 1 2Ilk 10 19 25 / SEE DETAIL A �. m P SHEET 15 10 w m z Z OPTIONAL MASONRY AND CONCRETE INSTALLATION o N o F- z . _z �O z0 Z z W a ����///' FOR HEADERS AND JAMBS ``ttttluul/ri��i i/ %� /% SEE NOTE 5&fi,THIS PAGE ```�SES F. 0 im¢p DATE: 12131/09 48 29 30 INTERIOR 50 2 30 INTERIOR _ * ''-'� _ SCALE: 3"=1' SEE NOTE 4 28 41 29 SEE NOTE 4 28 41 v = Owc.�.LUBBECKE �� �� � STI �T(`E/,I cHK im S.FREY / E 1 HORIZONTAL CROSS SECTION / F HORIZONTAL CROSS SECTION �i OT "��n E'�� DRAWING NO.: i� � ioMa P.�,No•r5n�� `� �7J VIEW AT DOOR LATCH/SIDE JAMB 7 VIEW AT DOOR LATCH/SIDE JAMB �� "nam9 D." tJ JW162009 (WOOD INSTALL) (MASONRY AND CONCRETE INSTALL) FHPE Cert 6�Alult�tiEn No.29518 SHEET 7 OF 16 74"MAX.OVERALL FRAME WIDTH- N X O 64 1/2"MAX 72 1/4"MAX.PANEL WIDTH 64 1/2"MAX O.V.A WIDTH n<o OVERALL WIDTH 35 3/4"MAX 58 112"MAX.D.L.O. 36 3/8"WITH PANEL WIDTH o ASTRAGAL ~I I 1 11 p NOTE 2 m p Ir 26 / \\ w 25 A = 26 = Z I- Ia.L cel w = 1 7 o Z00 25., w o O IF _ w W Y FJ W QJ J 25 Q �^ D aW = 1 p ¢ cl � n > Op A _`'' p 11 '� ¢ a b I w� w p wo w n __ O 11 p a NOTE 2 p p >o _ U 11 >oD -� Y n 11 11 °� ¢ tO / NOTE W o G b 1 0- NOTE 2 NOTE 2 M Z z ¢ 11 B I N / m x NOTE 2 p NOTE 2 N o \ / 7"MAX. 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MULL m / aD D.L.O. / // NOTE 2 / NOTE 2 w POST NOTES: ~ °r 1- ALL VIEWS FROM EXTERIOR. o N o / 2- MASONRY AND CONC f`WlIl8WTf3WCTION. m¢Oz NOTE 2 C A / NOTE 2 A B T:•�y� 'J_Pp% DATE: 12/31/09 7 ^ SCALE: 1/2"=1' 12"MAX. NOTE 2 35 314"MAX. '* * _ Owc.EN,.LUBBECKE PANEL WIDTH 35 3/4"MAX C D ~PANEL WIDTH y NOTE 2 35 3l4"MAX. p ' W PANEL WIDTH' T T� � CHK.BY: S.FREY DUAL UNIT(OX) SINGLE UNIT O/X PANEL WIDTH SINGLE UNIT(X) %�Dnc {Ptjpt`NfD ra \� � DRAWING NO.: OUTSWING IMPACT DOOR WTH ( ) OUTSWING IMPACT i��F ainF"�Om tJ �� JW162009 ( (OUTSWING IMPACT DOOR WTH NON-IMPACT SIDELITE) NON-IMPACT TRANSOM gn� n.F 3i 4 ) FBPE Ce.ii ?4o.29578 o AiIlI11O�ILn o.295]8 SHEET__OF 16 1"MIN. 1 1"MIN c6 - —1"MIN. 1 1"MIN MIN. 1"MIN g NOTE 1 MIN. 1"MIN NOTE X 1 i= NOTE X Y 1 w NOTE 2 NOTE 1 _ N MI 2~ 9 28 41 r=- Z 1"MIN 28 41 1"MIN 28 41 :2 r z 5 28 41 a zt 5 '. co a _ h 1 ... ! //t } ' I 29 38 '30 29 2 _ ....� 36 43 �- `w - v w _d! �J 38 � _ t / t 1 U jr~ Z X Y SEE DETAIL A = 2 r z Y 1 z O a ch SEE DETAIL A Q= C7 w = 36 43 d W N 16 � SHEET 15 37 O w = F W 00 SHEET 15 g 16 42 J = w _ W Y =00 10 �*_ 11/16"O.A.-- o 2g= 37 O w Q H 0 = J Q SEE DETAIL A 10 LO Q u- 42 J = w r^i Q CL SEE DETAIL 11/16'O.A. � n J 2 SHEET 15 44 N w Q W 45 46 r SHEET 15 z w � co Y a 37 n v a 44 38 37 J 45 46 n g o zp _ �- N w.-.w r U 2 \ ��� 38 O O ULU oo � = 2 >. ...,__��,....� oxo v w p o w a F w w w w -1 10 rt 16 F wx� J r= Z r w Of Z 16 H �m� > X Z 30 F w 30 10 c co z vii C7 X Z O W F 70� ¢ Z Q 31 w 31 it = v o U O a Lu w z F- 17 o X 17 w ¢ a 0 Q a 30 30 10 w 10 p } gm w c n w w 31 31 34 39 I z z CD +I 34 39 =Z o 17 17 ¢ 2841 LU Ir 0) 10 10 [ri SEE NOTE 1 9 Q Q O 0 O a. o0wv_ w °wood 34 39 Z 5 1"MIN nm N 34 39 1"MIN w 1" I~ MIN. 1"MIN w 28 41 7 D VERTICAL CROSS SECTION DOOR!TRANSOM TYP. SEE NOTE 1 i 9 Q / C \ VERTICAL CROSS SECTION,DOORITRANSOM TYP. 9 MASONRY AND CONCRETE INSTALLATION o`+ Q a 9 WOOD FRAME INSTALLATION m Q O 5 �I 1"MIN m DATE: 12/31/09 — 1"MIN - w I� 1" I NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS `� SCALE: 1. 1.1' IN ��' �y �.LUBBECKE MIN. LONG AS MINIMUM ANCHOR EMBEDMENT 7 W0. / N 1 VERTICAL CROSS SECTION,DOOR TYP. DEPTH,INTO MASONRY,CONCRETE,OR * r' * K.BY: . S.FREY 9 WOOD FRAME INSTALLATION g WOOD IS MAINTAINED VERTICAL CROSS SECTION.DOOR TYP. 0fi iAWiNGNO: 9 MASONRY AND CONCRETE INSTALLATION NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED % Rpd '' 3 •�Q` JyV162009 IN NARROW SECTION OF HEAD OF JAMB. B�j' BeLe.iGL 0tl0O •['�`�� SHEET �_OF 16 N\�\\\3\7 C6— 1"MIN. NOTE 1 m 1 1"MIN Fw 1"MIN 28 41 v w MIN. 1"MIN 1"MIN — 9 NOTE 1 m MIN. 1"MIN z 5 z 28 41 Y �— 1"MIN. `1"MIN � NOTE 1 �_w 1"MIN NOTE 1 29 d° ^w 1„MIN ` 28 41 9 28 41 5 .. 4. 7ii 29 m0 SEEDETAIL A = 1 . ..... 2 (j � J1i.SHEET 15 = 38 = SEE DETAIL A I 2 z OS w _ g = C7 SHEET 15 3643 a LL(V Q U) 37 4� w = 37 SEE DETAIL A Z W co ¢ = w SHEET 15 36 43 J Q 00 LL SEE DETAIL A x 44 n X SHEET 15 --11116 O.A. ¢O W Q 31 16 37 ^ ¢ Lo MJ= 37 45 46 44 o aLL 30 31 16 m Y D N 45 46 Q 38 1 37 1 N z 21 1„O.A.— (K x� 30 I (w9 z 38 LLI Ce) SEE DETAIL A w g p z 21 1"O.A. O O w W O i L.. ..._:►..- _: I SHEET 12 X EO-1 w ❑XO U �O2 l w o SEE DETAIL A 0 O F- ;.}•1._......�....:........r_, c SHEET 12 w �-(J a) m my O 36 43 22 / + 22 / o x z U 37 36 43 } of o U 2121 wx 31 16 37 ��> /�t1 Hx0 M w m g~ 17 -i F- °°O w > O 16 17 C7 CL C7 CL m z N O 30 31 Foo z w -f m 30 ~ T O m L) - o ai cc z 21 1„O.A. O x W w I 30 37 30 w 0 0 z a O SEE DETAIL A F 21 1"O.A. Z a a SHEET 12 X z 37 31 34 39 31 w p SEE DETAIL A _ 0 39 N'm SHEET 12 to m Q w :R28 41 Z w 22 / 22 / SEE NOTE 1 T g a`' ¢z z m U O 21 21 U) owac 31 g� as 5 —I 1"MIN 2 ri 00Wc �- 1"MIN. - 1"MIN U w i 0n. 17 c9a 1"MIN `�'w Wool 17 (714 m O 10 r I O cd D VERTICAL CROSS SECTION SIDELITE TYP. N C VERTICAL CROSS SECTION SIDELITE TYP. 10 MASONRY AND CONCRETE INSTALLATION 30 37 30 w 10 WOOD FRAME INSTALLATION w ZN O¢ 39 37 34 39 31 2 ori o NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS 11I I I��f LONG AS MINIMUM ANCHOR EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR `�� SES F.IyO i� M<z 28 41 Z WOOD IS MAINTAINED. ti� �O�` DATE; 12131/09 SEE NOTE 1 2 Di 9 a a 6 d ' 7 SCALE: 3„=V w a.a =* * = DWG.OG,LUBBECKE 5 1"MIN g Ct, CHK.BY: S.FREY �- 1"MIN. - 1"MIN l q' 1"MIN �j��N, �V.E'�� DRAWING NO.: F7TF� ��S Bwld 90 l77 �� (� VERTICAL CROSS SECTION SIDELITE!TRANSOM TYP. /� VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. �� t �4� JW162009 10 WOOD FRAME INSTALLATION 10 MASONRY AND CONCRETE INSTALLATION �ro9y�B"'° 4 SHEET of 16 FBPE Cort. IN�M�lon No.29578 �_ 1/4"MAX._ 25 SHIM THK. 1 112" MIN.EMB. 1 1/4" o 13 10 MIN.EMB. SEE DETAIL A 1 co 19 �nT 30SEE NOTE 4 28 41 SHEET 15 {SEE NOTE 3 27 1/4"MAX.SHIM 1^MIN. J THK. SEE DETAIL A ( } Lb O SHEET 15 { 1"MIN. 31 18 10 w U 0 H- 1"MIN. { 1"MINO Z Q Q M 1 5 w D LL N 30 31 EXTERIOR 20 31 18 10 \ } i F L W Y 2 Oco D 1"MINI I EXTERIOR O ¢ Q INACTIVE ACTIVE p 9 w 30 7 Lo 1"MIN 6 29 8 40SEE NOTE 4 r, < A HORIZONTAL CROSS SECTION p C HORIZONTAL CROSS SECTION co Y d. 11 VIEW AT ASTRAGAL EXTERIOR 30 7 29 g 11 VIEW AT DOOR LATCH/SIDE JAMB 6 (WOOD INSTALL) _1/4"MAX. / B 1 HORIZONTAL GROSS SECTION 1/4"MAX 11 VIEW AT DOOR HINGEISIDE JAMB SHIM THK.— 1 112^ SHIM THK. SEE DETAIL A w (MASONRY AND CONCRETE INSTALL) 1 1/2" O SHEET 15 MIN.EM67 q 0 l I J SEE DETAIL A MIN.EMB. w o w { /j SHEET 15 1 1/4 O Ox F J MIN.EMB.~ { O O 1"MIN. 28 41 SEE NOTE 4 37 31 T30 21 0 0 d z n 1/4"MAX. I 22 v0 O Z c0 } 31 SHIM THK. ' { 18 p`cOO N O w 10 18 ( SEE DETAIL A z Z P O a z 00 01"MIN 5 1"MIN. SHEETI5 ,� cn Z { 1"MIN. / 5 P-x Z m 1 + Oxo m �O t@(D i(WO } 10 18 31 12SEENOTE2 0,6zLujU 30z1"MIN EXTERIOR F 0 0 ¢ O SEE NOTE4 28 41 9 SEE 41 28 29 36 43 v O W EXTERIOR 1"MIN W d NOTE 4 F oz z o D HORIZONTAL CROSS SECTION " ` `` HORIZONTAL GROSS SECTION 00 a 11 VIEW AT FIXED PANEL/SIDE JAMB a a 11 VIEW AT DOOR LATCH/SIDE JAMB8 29 O 30 EXTERIOR (WOOD INSTALL) (WOOD INSTALL) 7 2<m 6 NOTES '� / ' 1/4"MAX. 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w 1 1/4" �1 HORIZONTAL CROSS SECTION SHIM THK. ~MIN.EMB. &15. z tw9 MIN.EMB. 114"MAX.SHIM THK. 11 VIEW AT DOOR LATCH/SIDE JAMB2.SPACING FOR ITEM#12 FROM TOP DOWN: _¢ zO (MASONRY AND CONCRETE INSTALL) SEE DETAIL A 29 L_ 29 SEE DETAIL A SHEET 15 q . z 6",28 8",50 s",73-4". w U a 1 4 SHEET 15 1/4"MAX.SHIM THK. p ± 3.ASTRAGAL SCREW SPACING FOR ITEM#27 0 w0 U z 1 1/2" FROM TOP DOWN: ',3-�,20",24-}",54-j',59" O O { 3 SEE DETAIL A 4 MIN.EMB. 21 30 31 37 75-2"&78-1" o o w T31 30 21 22 SHEET 15 { 22 Q18 } 4.1X BUCK MAY BE UTILIZED AS AN OPTION =o 18 21 30 31 37 Z AS LONG AS MIN.ANCHOR EMBEDMENT `" z 22 � Z DEPTH,INTO MASONRY,CONCRETE,OR 18 } �.;`. ;�.:.,. _ � � WOOD,IS MAINTAINED. ��w � a r '',' ';`. ' I. z ""='"'.'+ :• 9 c � 5.TAPCON(ITEM#9)ANCHOR SPACING SAME N o ".'.: 5 Z EXTERIOR AS WOOD ANCHOR(ITEM#5 ACING. 0 EXTERIOR 6.OPTIONALLY,ANCHOR Q141 �L�1ZFyD IN m¢O f SEE NOTE 2 12 36 43 NARROW SECTION QQ�(t i� Z 28 41 � 28 41 36 43 12 SEE NOTE 2 SEE NOTE 2 12� SEE NOTE 4 ti� r:'��C P DATE: 12/31/09 g SEE NOTE 4 EXTERIOR 7 SCALE: 3"=1' 36 43 29 28 41 SEE NOTE 4 I HORIZONTAL CROSS SECTION 11 VIEW AT FIXED PANELISIDE JAMB * * = ..BG.LUBBECKE (MASONRY AND CONCRETE INSTALL = a T T ) CHK.BY: S.FREY / \ HORIZONTAL CROSS SECTION �,� p '•���(. �U E JAMB / n 1 HORIZONTAL CROSS SECTION c oaawlNcro.: 11 (MASONRY AND CONCREVIEW AT FIXED DTE INSTALL) 11 VIEW AT FIXED PANEUSIDE JAMB �i�S'Wrg 0 g0A� JW162009 (WOOD INSTALL) aryeiE�y6y®pEp�gF'' sl..295 • FBPE GaY`YL A{��Mk�i No.29578 SIIEETjLOF 16 35 1/4"MAX 35 25 --SHIM THK.TYP. 1 1/2"MIN; 10 37 �21 37 10 EMB.TYP. �38 SEE DETAIL A 38 31 30 30 31 18 19 22 21 T31 31 1819 224ro 0 44 42 46 46 0 Z a F J o m O 8SEE NOTE 2 12 5 5 UCC J It 6 36 43 12 SEE NOTE 2 EXTERIOR 36 43 2 20 EXTERIOR + E ERIOR \ z d LL � / „ 1 HORIZONTAL CROSS SECTION ^ SEE 41 28 29 36 43 45 37 2g 28 41 W Y =- B i HORIZONTAL CROSS SECTION ¢ a Lo 12 VIEW AT HINGED PANEL/SIDE LITE AND MULLION NOTE 4 SEE NOTE 4 U ^ 2 Lo 12 VIEW AT FIXED PANEL/DOOR LATCH AT MULLION ch Q C HORIZONTAL CROSS SECTION w rl Y a 1CL 2 VIEW AT FIXED TRANSOM 1/4"MAX (WOOD INSTALL) 1 1!4"MIN. SHIM THK.TYP. w 1/4"MAX. cw7 EMB.TYP. a_ T38 SEE DETAIL A 38 1 112" SHIM THK. DETAILDETAIL A NOTES o A SHEET 15 MIN.EMB. 5 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 O w OXF z 3 SHEET 1� SPACING2 FROM TOP DOWN O'O c 1II 46 20 31 2 28 500R I TEM#1 : �'n v O z 44 42 ° 10 19 25 a e a nl0 a a 6„ } 3 O PD WN 1 SPACING 04aT5 } 9 o%z Ow ASTRAGAL CR F M#27 } FROM TO O 0", 4- ',5 " m ~ / ' \ z z 75-2"&78-2'. w z w ? °: z 4.1 BUCK MAY BE UTILIZED AS AN OPTION P x D w / / AS LONG AS MIN.ANCHOR EMBEDMENT U)X O 36 43 I / j/ /;'- ''. .i'. DEPTH,INTO MASONRY,CONCRETE,OR Z U WOOD,IS MAINTAINED. I:0(6- O 29 45 37 29 50 2 30 EXTERIOR 5.TAPCON(ITEM#9)ANCHOR SPACING SAME �F z o g SEE 41 28 EXTERIOR 28 41 SEE SEE NOTE 4 28 41 29 AS WOOD ANCHOR(ITEM#5)SPACING. 0 p — c g 6.OPTIONALLY,ANCHOR CAN BE PLACED IN (K a NOTE 4 rD� HORIZONTAL CROSS SECTION OTE 4 HORIZONTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB. 12 VIEW AT FIXED TRANSOM 12 VIEW AT DOOR LATCHISIDE JAMB '21:51> (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) —1^MIN.— 1'MIN. — 1"MIN z O ul5 1 1/4" 1/4"MAX. 1 112" I V U O SEE DETAIL A w d Z MIN.EMB. —SHIM THK. SHEET 15 MIN.EMB. 1 t/4 MIN.EMB. o o EE z UO II 3 I 9 28 woo> Z 1 31 1/4"MAX r� =o // 10 19 2 20 MIN 1!2"GLASS BITE SHIM THK. 9 1 2 3 4 `" ` —MIN SEE DETAIL A 10 w I D SHEET15 Z� T_ OPTIONAL MASONRY AND CONCRETE INSTALLATION N o oc o z : z d j/��/// 1 314". 3/4"AIRSPACE FOR HEADERS AND JAMBS ``t�tinlurr1r�� �w 9 /%jj%!j// + SEE NOTE 5&6,THIS PAGE �� �S F. � �11�� m Q z } } 48 2 30 1/8"TEMPERED $i MME:SCL12/31!09 2g EXTERIOR INTERIOR * N 7 * = DWG.BG.LUBBECKE SEE NOTE 4 28 41 GLAZING DETAIL A T TE OF SCALE:6"=V-0" Z CHK.BY: S.FREY F HORIZONTAL CROSS SECTION %�0� � DRAWING NO.: 12 VIEW AT DOOR LATCH/SIDE JAMB �� a�oro �� JW162009 (MASONRY AND CONCRETE INSTALL) � a " �`� FSPE Co �141G� Adn�No.295]R SIIEET12 OF 16 69 112" 39 3!4" I 7 112" SEE DETAIL E SHT.15 (BOTH JAMBS) 81 3/4"MAX FRAME HEIGHT(INSWING)- -80 112"MAX FRAME HEIGHT(OUTSWING)— 5"TYP.�I 5 I I ! 1 m 0 zD — — m a§0 m m mZp co m m =� Oz r N D tp (lU1 �I �' r zQ U Z� _ C z CO w rn co m { m -- � v 14"MAX.O.C.TYP. Inco =m 1m -1m >m �m a a � w 14"MAX.O.C.TYP. {� � - I 5 112"— I 39 318" 3"TYP. , cn C r m r m SEE DETAIL G m SHT 15 m 95 114°(INSWING) a 94 112"(OUTSWING) ci ^ U) 13 1/2" { 5"TYP. 3"TYP.—I � —I �3"TYP:o �� n v n zz D�am �I c o r 0 _ZD w 00 cz Z'z ��2 — - u -I-u 0 0cr co • 1 / I �' a ;u cn -u D _ ncf) G O m O /} 01 / 69 3l8" I O = 39 5/8" dd co,n cn cn cn ��� ••K �� —zim 7318"� �m -qm .•��m �-�-i 'T cZi c"fid C cn m m m r `- SEE DETAIL E p`� O SHT.15 z cm 51 `` ¢z� i f y PRODUCT: m 5 F m CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN, INC. � 6-0x6-8(XX)&5-0x6-8(O/OXO) N ° N c N INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. o m m II B 10.27.14 5TH ED CODE CHANGE SM PARTORASSEMBLY: KLAMATH FALLS,OR,97601 I� m m A 12.01.11 2010 CODE CHANGE JLA ANCHORING LOCATIONS PH.541-882-3451 < m NO DATE DESCRIPTION BY RF\lICI(IrlIC INSWING/OUTSWING 14"MAX.O.C.TYP. SEE DETAIL G SHT 15 _ 39 3/8" C ® -)(n r - -<m r -um 81 3/4"MAX FRAME HT.(INSWING) w (n m 81"MAX.FRAME HT.(OUTSWING) y � �r (nz D TYP. 5" (n 2> D coz '� 5"TYP.-{ � �= P20 1 m EEO X } O;o N pZ D N OZ �G) _ �r o�O r o�> Z:j - 1 OQ 81 3/4"MAX FRAME HT.(INSWING) zZ 'o 811,81"MAX FRAME HT.(OUTSWING) -qo x z 5 1!2" _ 39 112"r— �D ° O r ® C m m z � c -i SEE DETAIL G 5"TYP.—I SHT.15 5"TYP. I 1 I I— f 69 3/8" =m L/i z(n 1 m m 39 5/8" o cn m -I'O- < (D (n -I"O• <n m 7 3/8"-- j ' D � F= m SEE DETAIL E SHT 8 (--�14"MAX.O.C.TYP. SEE DETAIL E (D U) 95 114"MAX FRAME HT.(INSWING) SHT.15 .I m 94 1/2"MAX FRAME HT.(OUTSWING) (ncn ,o m -4 ( D 51/2" —(_39112" 1131/2" �o D m 39 3/4" 3"TYP. 0 SEE DETAIL G 69 112" SHT.15 N T v5"TYP.w - < 5"TYP.—I 5"TYP. v m i Qz)zI I 1 1 I �z= II } IIf1 m�� N QZ 1 1r II II A L z oz y x' 14"MAX.O.C.TYP. z!?) m (n(n (n w n c =m xm x z �m 71m O (n m mm Nm Nm m j -i ,om SEE DETAIL E n y D SHT.15 —1 I-3"TYP.= m cr ED 7 112" - m O 1 39 3/4" 2 ````ttt1111111!/�� z 69 1/2" cn o�a or o���.�.,ter,,�•:• •O``� �'i/FFR �• ��.``. ���+n i u nt+tt• o i y PRODUCT: m w m o m CONTOURS STEEL DOOR,WOOD EDGE JELD-,WEN, INC. N 6-0x6-8(XX)&54x6-8(O/OXO) N 9 ca c: N INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. o m m n o B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 m zm w A 12.01.11 2010 CODE CHANGE JLA ID NO DATE DESCRIPTION By OUTSWING HORIZONTAL PH.541-882-3451 m DFvicinnic CROSS SECTIONS SEE DETAIL I C-SINK. �— NOTE r / 1-USE#10 WOOD INSTALLATION SCREW WI 1.50"MIN.EMBEDMENT coo ( WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. 6"TYP. SEE \ / 2-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. J ` 3 TYP. DETAIL B / WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. p 3"TYP. I I— / + DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4"OR co � J SCALE:6"=1'-0'• 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT Lo 1 I I 1 1 I 1 1 I I IS MAINTAINED. Z O Q CC? ' w Z Y 2 aN�o Z o I I wo 11 34 39 47 12 Lu J Q M _ Lo m w rn "' w �__ _j co Q`n J= Z � " ^ / o \ -Wi co Y17 0a ci ~ n I I 1 3 4 o I 3 / QX w —4 ) DETAIL D LL ix LL } 23 ASTRAGAL w TOP STIKE PLATE p W w N D a 9 1 3 4 28 SEE 8OTE 0 0 z 5 #2 8 7 0o¢ 0 F D TYP. DETAIL B DETAIL C 0t`DD��+ cai L) I CORNER DETAIL AT HEAD CORNER DETAIL AT SILL 0 X 0 0 ISI f I 11 f I f I 7 7 o�z ZF MULL } / MULL w o6' > 5!0 DETAIL E 1 �0 `D --SEE DETAIL C HINGE DETAIL W m z z ooh � o� 27 o z z 0 ANCHORING LOCATIONS TRI UNIT 0 ~ INSWINGIOUTSWING UNIT(0X01 49 DETAIL F a a SCALE:112"=1'-0" 27 ASTRAGAL BOTTOM g g>- INSERT PLUG(INSWING) m 00 DETAIL G w #8 X 2 1/2" 38 23 LATCH&DEAD LT STRIKE 47 z w WOOD SCREWS 27 PLATES ¢z z TYP. 0=o w0EL 27 O 0w-: 2 11 34 39 C-)0 38 00w; 24 / woo( 27 �\ // H N f N DETAIL F v' ASTRAGAL BOTTOM(OUTSWING) N o O N 0 2NOTE(S): ��� SES F. O �i DD¢z 1-ANCHOR SPACING FOR BOTH 35 1 4 INSWING&OUTSWING. r;' �0 DATE: 12131109 /' SCALE: 2-SCREW#28 IN DETAIL C,NOT USED IN * 7 ..-•* AS SHOWN (XX)CONFIGURATION. _ DWG�.LUBBECKE DETAIL H pT T CHK.BY: S.FREY CORNER DETAIL AT TRANSOM MULL �OFhDRAWING NO.: DRAWING S BmlairgOr�j �% JW162009 DETAIL I �9Nlt�B > MULL POST SILL SIMILAR FSPEC.. ",as AN..2x78 SHEETI_5_OF 16 f 4 9/16" 4" 5 5/8" 1/8" 3/8" a T _�____ 3/8" v O O . v---.=u �I I- 112" 1III J 1 WOOD JAMB FINGERJOINTED PINE 1 0 II �_ I— 1 11/16"—1 } m O SCALE:6"=V-0" } WEATHECOMPRERSTRIP P F'�118" - LATCH STILE F- co 2 -I� 1!8"(Min) 11 ENDURA INSWING THRESHOLD 3/8" ZZ TOP RAIL U T J VINYL/FOAM HINGE STILE Z O �? 6063 T5 AL AND COMPOSITE SCALE:6"=,'-0" LAMINATED VENEER LUMBER a Lai CV 3 SCALE:6"=1'-O" 4 O SCALE:BUTT I6 GE 40x4x12 GA.STEEL 10 17 25bTTOM RAIL GA.STEEL (SCALE:6"=1'-O" Lu Go Q Q 3 1!8" I 1 SCALE:6"=1'-O" 16 18 19 p M Q Lo 1 3/4" j j� All co �j�� + 7/8" / _ V 4 5!8" 5 5/8" wLOCKBLOCK � 20 FINGERJOINTED PINE AFCO OUTSWING THRESHOLD } w--w SCALE:6"=I'-O" 34 6063 T5 AL AND COMPOSITE 39 AFC60 3OT5 AL AND COMPOSITE TEUTSWING LD O DOOR BOTTOM SWEEP 1 3f4"--� 0>< SCALE:6"=1'-0" 32 O 0 SCALE:6"=1'-0" VINYL O CORNER PADS O D Q r SCALE:6"=1'-0" 33 PLASTIC z A B SCALE:6"=1'-0" 0 x c9 O o 1 z I- 1 3/4" -I 1 5/8" F z X z y 70— ¢ O z K 0 20 ~ v It U a A B 1 47 ASTRASTEEL GAL STRIKE PLATE �g CO9? 1 318" ff (1-1) ASTRAGAL EXTRUDED SECTION A-A SECTION B-B 21 pLDgL LIP STICFRAME SCALE:6"=1'-0" w uj 6063-T5 ALUMINUM SCALE:6"=1'-O" z SCALE:6"=1'-O" ¢z z 1132"---�- I►-3 1/2"---1 UU 1.3125" 005 W E2 C }- 1'-6" I f 2 1/2" -I 2 118" r— 00 w u 40 ASTRAGAL BOLT 35 MULL POST F N 0 u I I xo Q COLD DRAWN STEEL O EDGE GLUED FINGERJOINTED -j L 0 � SCALE:6"=1'-O" SCALE:6"=1'-0" `v T 4 13/8" LATCH PLATE STEEL N o I— SIDELITE SEAT 48 o c� o, 13/16" 15 SIN UNITS ONLY EXTUDED PLASTIC `�glgyyj'_0" SCALE:6"=V-0" ``�ES IF m G z } I v T `F� ` ?�O i DATE: 12I31I09 1/16"�—II— 4I 1---1/2" 1 I 4 112owc.EB.LUBBECKE "�i * Yd 7 :-.* sc^E:AS SHOWN 0 1—2 1116"�I = •, T T CHK.SY: S.FREY 46 TRANSOM SASH 45 TRANSOM GLAZING CLIP 36 FIXED CORNER TRIM 38 TRANSOM JAMB T� ` DRAWING NO.: i iortaaP,��Nu•rSn�\ � "aam3 CELLULAR PVC CELLULAR PVC PLASTIC FINGERJOINTED PINE ii� oo � � JW162009 SCALE:6"=1'-0" SCALE:6"=1'-O" SCALE:6"=1'-0" SCALE:6"=1'-0" pg=ach.F 3 ryk FSPE CeeC t�ilA�i611� di N".29570 SHEETJ.�_OF 16 398 E. Dania Beach Blvd BUILDING DROPS Suite 338 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 Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge for Florida Product Approval Report No. 329.E 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: JELD-WEA', ills.. 3737 Lakeport Blvd.. lainath .falls, OR. 97601 ������ii►►►►►� ANN 0'ES F. O� Prepared by: `� • \••.• .��'�'� . O Hermes Norero, P.E. 7 Florida Professional Engineer#73778 Date: 10/27/2014 Contents: �i F • "'••.....••'• G��`� Evaluation Report Pages 1 —4 --'�,5`�/ONAL Digitally signed by Hermes F.Norero,P.E. '�"III,��t'►�`�� Reason: I am approving this document Hermes Norero, P.E. Date:2014.11.11 09:50:46-05'00' Florida No.73778 BUILDING DROPS ri '- Date: 10/27/2014 A Perfect Solution in Every Drop 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 f` `y A Perfect Solution in Every Drop Date: 10/27/2014Report No: 3291 —w' Certificate of Authorization:29578 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. Q ualitY Assurance National Accreditation and Management Institute (FBC Organization#: QUA1789) Hermes Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS 4 A Perfect Solution in Every Drop Date: 10/27/2014 Certificate of Authorization:29578 Report No: 3291 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. Hermes Norero, P.E. Florida No. 73778 Page 4 of 4