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HomeMy WebLinkAboutPRODUCT EVALUATION REPORT 398 E. Dania Beach Blvd %y 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 vale ion Report Of ° JELD-WEN, inc. Contours Steel Door, Wood Edge fog" Florida Product Approval Report No. 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: 3737 Lakeport Bled. 1 .Klamath Falls, OR. 97601 �►►►►►�i»���� � S F. Prepared by: ��� ' � •'� . o llerines Norero, P.E. 7 Florida Professional Engineer#73778 Date: 10/27/2014 Contents: 'i �••'••.•,,,...•'' �� �� Evaluation Report Pages 1 —4 ��js`StONA� Digitally signed by Hermes F.Norero,P.E. ''���rr���►►►,``` Reason: I am approving this document Hermes Norero, P.E. Date:2014.11.1109:50:46-05'00' Florida No.73778 o �G BUILDING DROPS ,., Date: 10/27/2014 A Perfect Solution in Every Drop ��4 Report Noe 3291 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies 0 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. i 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 r 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 resistarit 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 o BUILDING DROPS A Perfect Solution in Every Drop Date: 10/27/2014 Certificate of Authorization:29578 Report No: 3291 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance`:With the del 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: 0 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) 0 i it Hermes Norero, P.E. ti Florida No.73778 f I; Page 3 of 4 I BUILDING DROPS Date: 10/27/2014 A Perfect Solution in Every Drop Report 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. 0 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. i 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. i 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 0 overhang such that overhang(OH) ratio=OH length/OH height is 1.0. I I Hermes Norero, P.E. Florida No.73778 Page 4 of 4 o �I NAMI NOTICE OF PRODUCT LINE '' CERTIFICATION Certification No.: NI010116-R4 Page 1 y Date: 02/11/2010 " Revision Date: 10/12/2016 - Certification Program: Structural Company: JELD-WEN Code: 1822-1 a 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 i are required to this document. Company: JELD-WEN 3737 Lakeport Boulevard Klamath Falls, OR 97601 ', 'I Product Line: Jeld-Wen's "Energy Saver/Contour" Impact Rated Wood Edge 24 Gauge Steel Side Hinged Doors Test Report: SJW2009-199, SJW2009-199 Addendum (06/09/2014)/SJW2009- 200/SJW2010-001/W-1685/W-1695/W-1788 ' Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consisted of finger jointed pine wood head and jamb members. The fi•aine jambs were milled and joined to the frame head using a rabbet joint and four(4) 1.6 mm x 11 mm x 51 mm(16 GA x 0.483" x 2") staples per corner. The frame sill was square cut, sealed with a foam gasket and joined at each end to the frame jambs using three (3) 1.6 min 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 nun(#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 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 B Certification No.: NI010116-R4 Page 2 1' 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 mm(13.5"), and 610 mm (24") from each end. Section 2: Registered Suppliers i 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 ZAILP56WMFI20 In-Swing-AFCO A-276 (In-swing single door only) 2.4 Hardware: Kwikset Lock Series 400 Kwikset Deadbolt Series 6600 e See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you r 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 t NOTICE OF PRODUCT CERTIFICATION 0 Company: JELD-WEN Certification No.: N1010116.01-R3 Page 3 xers { 3737 Lakeport Boulevard Certification Date: 02/11/2010 +• Klamath Falls,OR 97601 Expiration Date: 12/31/2026 AI � ? Revision Date: 10/12/2016 � Product: Series"Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o w> Side-Liter 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 w%vw.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 N 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 s Rated Comments X 1%8 Opaque 37"X 6'10" +551-55 psf 0.0 psf Yes SJW2009-200,'SJW2009-199/SA%"2009-199 Addendum Single Wind'Lone 4 (06/09!2014)iPE•R 2947/\V-1685/\V-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67" A nchor Details:J W 1621109(I-16)1A0 11271 X O/S Opaque 37"x 6'9" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199!SJW2009-199 Addendutn Single Wind'Zone 4 (06/09!2014)/PER 2947f W-1685;W-1695i W-1788 Missile Level D Max Penal Size:3'0"x 67" Anchor Details:J W 1112009(1-16)1A011271 XX I/S Opaque 67"x 610" +55/-55 psi' 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Double Wind Ione 4 (06/09/2014)iP17R 2947.AV-1685AV-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67" Anchor Details;JW1620091-Ili iA011271 XX O/S Opaque 6'2"x 6'9" +55/-55 psf 0.0 psf Yes SJW2o09-2o0,SJW20o9-199/SJW2009-199 Addendum Double Wind Zone 4 (06;09:2014)/PER 2947A'-1685/tV-1695?W-1788 Missile Level I) Max Panel Size:3'0"x 67' Anchor Dclails:JW 162009(1-16)IAO 11271 National Accreditation&Management institute,Inc./4794 George Washington Memorial Highway/Haves,VA 23072 j Tel:(804)684-5124/Fax:(804)684-5122 f NAMi AUTHORIZED SIGNATURE: a g• i f NOTICE OF PRODUCT CERTIFICATION ;'40 -inn Company: JELD-WEN Certification No.: N1010116.02-114 Page 4 A 3737 Lakeport Boulevard Certification Date: 02/11/2010 z Klamath Walls,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 A<.4' Side-Lites or w/or w/o Transom(w/Wood Frame unless noted) Specifications:ASTM E283-04/E330-02/E331-OO/AAMA 1304-02/ASTM El 886-05/E 1996-05b 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 NAMT approved certification label must be applied to the product to p claim certification status. Please review and advise NAMI if any corrections are required to this document. Inswing Glazed Design Water Test Missile 'fest Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number& Outswing Opaque Size Pos/Ne s Rated Comments. OX/XO I/S or Door-Opaque 4'3"x 6'l 0" +551-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199!SJW2009-149 Addendum Sinol„ Wind Zone 4 (06!09:2014)/PER 2947/W-1685!W-1695/%'-1788 Sin.-le w/Sidelitc O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 6.7" - Sidelitc DLO:7"x 63"(3lazing:IG-IiR"'rempered Glass Anchor Details:JW 162009(1-16)/.4011271 0X0 I/S or Door-Opaque 5'5"x 6'l 0" +551-55 Psf 0.0 psf Door-Yes SJW2009-200!SJW2009-199/SJW2009-199 Addendum Wind Zone 4 (06!0912014)1PER 2947!W-1685,1V-1695.RV-1788 Single wlSidclitcs O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'(1"x 67" Sidelite DLO:T'x 63"Glazing:IG-118"Tempered Glass Anchor Details:J W]62009(1-16)!.4011271 O/X I/S or Door-Opaque 3'2"x T1 1 +551-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Wind Zane 4 (06!09^014),TER 29471W-1685AV-1695AW-1788 Single wlTransom O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67" Sidelite DLO:T'x 63"Glazing:IG-118"Tempered Glass Anchor Details:JW1620091-I6 /.4011271 O/OXO I/S or Door-Opaque 5'5"x T1 1 +551-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Singlew/Sidelites O/S Sidelite-Glazed Wind Zone 4 Sidelite-No (06109!2014)/PFR 29471W-1 695iW-I 6951W-1 788 Missile Level D Max Panel Size:3'0"x 67" &Transom Transom-Glazed Transom-No Sidelite DLO:7"x 63"Glazing:IG-1 i8"Tempered Glass Anchor Details:JW162009(I-I6 /A011271 d National Accreditation&Management Institute,Inc./4794 George Washington Memorial Ilighway/Ilayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 NAA'II AUTHORIZED SIGNATURE: Florida Building Code Online Page 1 of 3 7777777 Na y� .c:,.....r............ ...........<...<,5 u..,„.,,w.� a ' a. i:,...a.:.rK.....».e..«. id rmlM !`u BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search 1 .i")Product Approval USER:Public User Product Aoprovai Menu>Product or Apolication Search>Application List>Appllcatlon Detail FL# FL14911-117 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (800)234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (732)435-1000 Jonberrian@slbp.com c Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer l Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King,P.E. J Validation Checklist-Hardcopy Received Certificate of Independence FL14911 R7 COI._Certificate Of Independence j21,.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA/101/I.S.2/A440 2008 AAMA/W D MA/CSA/101/I.S.2/A440 2011 ASTM D1929 1996 ASTM D2843 1993 A ASTM D635 1996 ASTM D638 1996 ASTM E1886 2005 ASTM E1996 2009 ASTM G26 1995 TAS 201,202 and 203 1994 i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 1/17/2017 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14911 R7 Equiv Equivalency Of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/02/2015 Date Validated 04/13/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/23/2015 Summary of Products d Go to Page Page 2/2 FL# Model,Number or Name Description 14911.21 u. Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.21.edF Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.21 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.21.1)df any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 14911.22 v. Series 70 Model 2127 Extruded Vinyl Single Hung Window-Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.22.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.22 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.22.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.23 w. Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911,23 Dclf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.23 for Design Pressure Ratings, FL14911 R7 AE Eval 14911,23.cdf b any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.24 x. S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911 24,_pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.24 for Design Pressure Ratings, FL14911 R7 AE Eva] 14911.24.cdf i any additional use limitations, installation instructions and Created by Independent Third Party: Yes — product particulars. 14911.25 y. S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911 25,..pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 14911.25 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.25,pdf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. Go to Page = Page 2/2 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj'59%2fDr... 1/17/2017 Florida Building Code Online Page 3 of 3 Back Nezt 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 9 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 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: I Credit Card Safe s jl i i it i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 1/17/2017 RW R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry 4 B C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of AllthoriZ'nion No.9813 Date: March 24,201531 Product Category Sub Category Manufacturer Product Name Silverline Building Products Corporation Series 70-Model 2127IMPACTFIN Window Single Hung 1 Silverline Dr. Extruded Vinyl Single Hung Window North Brunswick,NJ 08902 with Nailing Fin Phone 732.435.1000 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Silverline Building Products Corporation based on Rule Chapter No.61G20-3,Method 1d of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do 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. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). a 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. ' 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defii ned in ASTM E1996. 5. Site conditions that deviate from the details of drawing FL-14911.22 require further engineering analysis by a licensed engineer or a registered architect. 6. This product meets the water infiltration requirements for"HVHZ". 7. See drawing FLA 4911.22 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by NCTL 110-16326-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E. NCTL 110-16327-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E." Materials PVC Extrusions ETC 97-264-40910 ASTM D635-96,D1929-96,D2843-93 ETC,Laboratories J.L.Doldan,P.E. D638-96 and G26-95 2. Dade-County NOA Materials Testing 14-0423-16 Saflexe PVB Interlayer(Eastman Chemical Company) 3. Drawing No. Prepared bV Signed&Sealed by No.FL-14911.22 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 1•�5 :,fi3;F 4. Calculations Prepared by e; 13' r Signed&Sealed by ,q Anchoring RW Building Consultants,Inc.(CA#9813) �� °�<"°'s°", -°-Lyndon F.Schmidt,P.E.' ASTM E1300 Glass Load Lyndon F.Schmidt, P.E. 'M 5. Quality Assurance Certificate of Participation issued by Window&Door Manufacturers Association,certifying that Silverline Building Products Corporation is a manufacturing products within a quality assurance program that complies Gt• -3•r_ -` with ISO/IEC 17020 and Guide 53. J 0 a i ��v` Lyndon F.Schmidt,P.E. FL PE No.43409 3/27/2015 Sheet 1 of 1 d , i ``ass Silver Line ���" byAndersen =6 a is ¢ca m WINDOWS • DOORS >'•...• yg`, m 5525 MAX OVERALL FLANGEWIDTH '"�zzzrrr�Lr `` oonmi IIS--.52U'MAX.OVERALL FRAME WIDTH —�-{ I a L � N e'nS nada SERIES 70 - MODEL 2127IMPACTFIN EXTRUDED VINYL SINGLE HUNG WINDOW w/ NAILING FIN A �, o p, "IMPACT' s i� 3 u ow 4 GENERAL NOTES O O rcl N ffi I. This product has been evaluated and is in compliance with the 5th Edition(2014)Horido Building Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). b X 2.Product anchors shot be os Osled and spaced as shown on details.Anchor embedment to base ^ter material shat be beyond wall dressing or stucco. , d 3.When used in the"HVHr this product complies with Section 1626 of the Florida Building Code and does ��• not require an impact resistant covering. N w� 4.When used in areas outside of the"HVHr requiring wind bona debris protection this product complies o— i� � with Section 1609.1.2 of the IBC and does not require an impact resistant covering.This product meets - - F missile level"D"and indudes Wind Zone 4 as defined in ASTM E1996 and FBC Seclion 1609.1.2.2. o rc r 5.Site conditions that deviate from the details of this drawing require further engineering analysts by a licensed engineer or registered architect. rc 6.This product meets water intltrolion requirements for"HVHZ', t2 2 a _ TABIEOFCONIEM3 VERALL OVERALL MAX GLASS DESIGN PRESSURE(PSE). SHEET0 DESCRIP17014 FIN FRAME DTO n,PE d DI ENSlON DIMENSION ,'DIMENSION .; •POSRIVE s NEGA7li E wse 9112113 ° 1 Typical eleval'on,design rep ssuros&general notes ' . .. . srJueN.TS. o Horizontal&vertical cross sectioru55.25"x 76.25" 52.0"x 73.0" 47.625"x 33.5" Gl +55.0 -6D.0 ft.at �K o 3 Horizontal&vertical cross section 4 Buck&frame anchoring a°c an LFS ; _ 5 Bll of matednls,glazing detalst&eomoonenfs w, FL-14911.22 0 asxen 1 w 5 � d { I 4 R\ClirnlF\S:Irer(meuiltl'na Pirnln['.--to^'da hcd-A,lkFl-I4%IC- MI4F1-:6911.22-23-2.2 �3 vZ e-14) O o o A ° N fn y z a_oO =000 v o'MRS9 o u, 'u3_clr z� v z oDL� n ��L�N�ns O s Ll O m I 1/4'MIN. EMO.NP. 1 o I r o e � z 6 A o � 0 b 0m �33,t11113,/,, _: No.43409 •; G Q PRODUCT: IDo.o,nana P.epared ey: Lyndon F.SehVdt IN I ru SINGLE HUNG WINDOW P.E No.43409 �isS/ANAL��� UPDATE TO STN E0. 2014FBC LFS pARf OR ASSEMBLY: � BUILDING CONSULTANTS,INC. ` jG N 1 9 i6 I3 REWSE DRNO.N0. JK P.O.B-230,Valrlco,FL 33595 IN N u NO DATE BY HO CROSS 5&CC710RS� Phono No.:813.659.6197 REVISIONS FBPF CA.Nv.flB13 xol O R.W.nuiioir.v Cunnu.rnrvrx inv. R1 W I � I I Q A \ s 0 A N O N N � N m 0 O—O P O D r "R�0 Z�^ �m.o n / n y �j a N o a O N 00 �o •m / 4 O o N (•p� O 0 n I Z;50 n �.��Y��jcEiisF••.�' -:.,—No.43409—'••: ' - '—_ -. _. -_... 27, Qp ga �Q PRODUCT: c«cmava P.evcrea ey: .A . Lrndon F.Sc6mlde IO'••••.�OWOP...:�G���• Iw I s� I'ro SINGLE HUNG WINDOW P.E.No.43409 �isS�p�AL'1111111111T,'`���`� •• y N 2 3 24 15 UPDATE i0 5TH ED. 2014 FBC LFS ppRi OR ASSEMBLY: BUILDING CONSULTANTS.INC. j�!A 1 9 16 13 REVISE DRVIG.NO. JN HORIZONTAL&VERTICPL VI/ P•O.Bon 230,Valrico,FL 33595 i N "4O DATE 6Y CROSS SECTIONS Phone No.:813.659.9197 REVISION$ dPE C.A.No.9013 i i a ZX FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT `Qt I r OF RECORD BASED ON WIND LOADS V'r�' AND THE CLADDING BEING USED. =V E oat a•rc �;Z`z;c ITMAX 1TMAX. C2 a 2N' II� o.c.pYP.I O.C.ITYr.I '.y•'•••'........ N>E m 4" I BYP.1--� "` prP.l .", llf p11�`� 'N z —+ -- — � o= do "L � —J_ \\ N a R u TYP. TYP. L " E LZI° 2X BUCK- 2X BUCK- - TYP.(G I 3 O _ W <' T FRAMEyz MASONRY = � `" MASONRY ��yy y�y cYi'a OPENING OPENING c3 Y m t al z rc � y 7 1 1 5 O BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING z MASONRY 2XBUCK 2X STUD W d O N SCONCRETE ANCHOR NOTES: 1.Concrete anchor locations of the comers may be adrysted to maintain the min. edge distance to mortarjoinls. o 2.Concrete anchorlocations noted as"MAX.O.C.(TYP.)"must be adjusted to E mainfain the min.edge distance to mortarjolnts,additional concrete anchors rc - may be required to ensure the"MAX.O.C.ITYP,J•dimenslons are not exceeded. 3.Concrete anchor table: e 6 ANCHOR ANCHOR MIN. MIN::CIEARANCE::.MIN.CLEARANCE, m g TYPE' SIZE - EMBEDMENT TO MASONRY 70 ADJACENT .. .. ANCHOR-::::_: mITW 9 1/4" 1.1/4" 2' 4" an= 12/f3 TAPCON° scsu: N.T.S. a UELCO LTRACON. 1/4' 1.1/4., 1" 4' mro.en JK 3 aa.er: LFS WOOD SCREW INSTALLATION NOTES: na+xnc ta: L; h 1.Maintain a minimum 5/8•edge distance,I"end distonce,&1"o.c.spacing of FL-14911.22 ill woodscmws to pre—f the splitting ofwood. sxscr-�L or 5 Y S d BILLOFMATERIALS DEM 0 DESCRIPDON MATERIAL 3/4'OVERALL B 2X BUCK SG>=0.55 WOOD THK.GLASS C 1/4"MAX.SHIM SPACE D 1/,V'X 23/4"ELCO OR FLW CONCRETE SCREW STEEL QD I/8"ANNFAi En ..? EMASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI _ AIRSPACE %�)''•., >> � 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ZZ`'� •- F 08 X2'PPH SMS STEEL - 0.090'SAFLEXOPVBINTERLAYER qtE+/IMT Ptt tp °n9� m U p G 118X2-1/2"PPH SIMS STEEL 3/32'ANNEALED 1 EXTRUDED PVC MNN FRAME#52-2601PVC {`�1J = 05.6m 2 EXTRUDED PVC SRn L ft52-2683• PVC 1/TGLASS \�^i 3 EXTRUDED PVC GLAZING BEAD(INTERLOCK)#52-1257' PVC ADE INTERCEPTSPACER VVV 4 EXTRUDED PVC MEEIING RAIL#52-2907' PVC DOW 9955EAtAM E 5 EXTRUDED PVC TOP UFT RAIL 952-2949' PVC 3�D 6 EXTRUDED PVC BOTTOM RAIL 452-2905• PVC GIRL+NG DETAn a 7 EXTRUDED PVC STILE#52-2905• PVC GI --- 9 EXTRUDED PVC GLAZING BEAD(VERT.&HORT.)#52-1227' PVC 3 �^ 10 OPERABLE SASH LOCK#12-2241 PVC o �i z �o II- SASH KEEPER 1112-2240 STEEL n 0.84' � u _...... _ 12 FIXED MEETING RAIL REINFORCEMENT 450.2608(610545) ALUM S F 0.78^ 14 LOCK RAIL REINFORCEMENT#50-260916105-T5)' ALUM f II I T 15 BOTTOM LIR RAIL 85A.SH REINFORCEMENT#50.2967(6063-T6) ALUM 16 WINDOW SCREEN I LI � oa v 17 WEATHERSTRIP PILE W/FIN.187x.270,LOCK RAIL&SASH(ULTRAFAB) rc �4 TB WEATHERSTRIP PILE W/FIN.187 x.230,FlXED MEETING RAIL(ULTRAFAB) r.-\_- -_ GLADNG BEAD y GLAZING BEAD om 19 WEATHERSTRIP PILE W/FIN.187 x.150.SILL(ULTRAFAB) sDsh werbck 20 WEATHERSTRIP VINYL BULB.187°x.375"0(AMESBURY) - 33 TILT LATCH#2818-00 STEEL 0.91"f-- 0979' m 34 #8X1"PPH SMS STEEL n i 0.335^--I ---I O.BTP L THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED L QO 6 J= o S BY EXTRUDERS LICENSEES IN"MMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". L/ —14-_0.065= � � O.L25"__r+=_ 1 � - �d 1 AddI—rii F--I-1.16• c 0.455*--I {-- l-- -T. W ff Ig EXTRUDED PVC BOTTOM RAIL lOCKMEETING RAIL B DTFOM LIFT RAIL B SASH LOCK RAI[TOP u 14 Rewarcemenl TS ReinLrncemenL 12 Reinlorcemen: o >; _..._..._..1 2.69"0—...-I S 21 - A Oo 0 U LL �I l� 0.065 �I---^)I—D.D65' GSE,9/12/13 _ s L-1"1J x� N.T.S. Q }( $I I� d r m.Tm JK o o o r-`--"+-0., T EXTRUDED PVC STILE ��'� LFS p 77 �F%TRUDED PVC MEETING RAIL &C MAIN ECy�RA�1i E 1 uuxiN „ 4 1 .I— 2 PVC SILL � E EXTRUDFD PVC TOP IIET RAILPVC TOP IIET RAIL 7--14049- 11.22 0 s1EEr 5 a 5 O �. d i i i I ,I �I. I JFl /N® 74"MAX.OVERALL FRAME WIDTH CONTOURS STEEL DOOR,WOOD EDGE 72 1!4'MA%.PANEL WIDTH TABLE OF CONTENTS 6.0 X 6-B(XX)&5.4 X B-0(010X0) 36 3/8"WITH SHT# DESCRIPTION p 1 SWI G V 58GEN 5 INSWING/OUTSWING ASTRAGAL 2 INSWING ELEVATIONS m 24 GA.STEEL IMPACT DOOR SYSTEM FF3 INSWING ELEVATIONS&BILL OF MATERIALCi 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 DUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE.PRODUCT HAS 6 INSWING HORIZONTAL CROSS SECTIONS rn BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1S86-05,E1996-05E 8 AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z Q Q of SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING.DOOR SYSTEMS = 28 8 OUTSWING ELEVATIONS a LL<N HAVING SIDELITEITRANSOM COMBINATIONS RATE AT WINDZONE(WO)3. 0..-- _ 9 OUTSWING VERTICAL CROSS SECTIONS Z W m NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. w 25 T 10 OUTS VERTICAL CROSS SECTIONS W Y=to Q 2.2X AND 1%WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 11 OUTSWING HORIZONTAL CROSS SECTIONS -J Q V LOADS TO THE STRUCTURE. = 12 OUTSWING HORIZONTAL CROSS SECTIONS D n W 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR y+ O w 13 ANCHORING LOCATIONS 1 j J 2 >. 6 A z 14 ANCHORING LOCATIONS -z rt Y R EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O 6 - a 15 ANCHORING LOCATIONS 8 DETAILS 4.FOR DESIGN PRESSURE RATING SEE TABLE 1,SHEET 1. 6 6 x 16 UNIT COMPONENTS 5.SCALE BASED ON 11.17 SHEET SIZE. M NOTE 2 \ / NOTE 2 x< 6.ALL 1X 8 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. \ / n 7 FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES B AND TRANSOMS. / 8.PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION \ / w❑--w REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH INACTIVE ACTIVE ❑O O'� LENGTH/OH HEIGHT IS S.D. 3`o z w ASTRAGAL A B DOOR LEAF CONSTRUCTION: NOTE 2 o FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) ,4 3 w 4 THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) w x O O CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUNDO z >w DENSITY EXPANDED POLYSTYRENE(EPS). .'Pin m N 60 PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF O o m a 24-GAUGE(.021`MIN)GALVANIZED STEEL.THE AVERAGE MIN.YIELD STRENGTH Of 24 GA TABLE 1 o p SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90°OVER THE 1.688'X 1.0' a U LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688'X 1.203'BOTTOM RAIL TING RA CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018'MIN)STEEL THE LOCK DESIGN PRESSUREo BLOCKIS 1.688'X 31/8'%12'FINGER JOINTED PINE. DESIGN PRESSURE RATING: a m SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, -- w INCLUDING CURE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING O w CONSISTS OF TWO 0.125'TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. SINGLE DOOR WITH 8 WITHOUT DOUBLE DOOR SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM x a o FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. U r F I THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM POSITIVE +55 +55 .0. INSWING 0 w F,z CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 O D U O ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM wITIoU w FRAME CORNERS ARE COPED.BUTTED,SEALED USING SILICONE AND FASTENED USING OUTSWING POSITIVE +55 +55 o❑w THREE 16 GA.7/16'X 2'LONG STAPLES AND ONE 918X2 FH WOOD SCREW PER CORNER. x o a NEGATIVE -55 -55 INSWING SYSTEMS HAVE AY,8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED N of FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7116"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16'X 2'LONG CROWN NOTES: w AND ONE 0 8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL 1-ALL VIEWS FROM INTERIOR. ry 0 ASTRAGAL ATTACHED TO THE INACTIVE PANEL.HAVE A 7116'HOLE DRILLED AT THE STAPLES THROUGH THE JAMB.THE MULLION BETWEEN TWEE IDELITE IS o CREATED O FRAMESCH X 1/2"ICONS SEALANTAILS ARE UTHESED JAMBS 2-MASONRY AND CONCRETE CONSTRUCT`�H. CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE.APLASTIC OF THE TWO FRAMES.1'X 112"CORRUGATED NAILS ARE USED ON THE �ssl yy i� RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING ES F. O UNITS WITH AN INACTIVE PANEL,TAKE A 112"HOLE AT THE CENTER OF THE SILL ANDA EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2' t m a z SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A I tall d b Hermes Erlorero,P.E. -"p �� r'12/31109 METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2'SCREWS TO RECEIVE THE gi y signed y ` ��, r.O s WOOD MULLION COVER. THEN INSTALLED OVER THE ENTIRE LENGTH s 201411.111 r this document BOTTOM ASTRAGAL BOLT.INSWING AND OUTSWING UNITS TAKE A 1l2'HOLE AT THE a 9 _ _ sUtE OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD oce:zot4.t t.tt toatx-0sroo' •�N [�71!2-1 CENTER OF THE HEAD AND METAL STRIKE PLATE IS FASTENED USING TWO f18 X 2 1/2' *X " *_ o -G.LUBBECKE IN PLACE WITH 16GA X 7116'X 2'STAPLES. SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT 9 f� Tkpti: ? sv- 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 %O'c`F" S°"'5 K'V1NGNO= GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS �,** e,,4o-q t TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF �� � mn:� �� � JW 162009 LAMINATED VENEER LUMBER(LVL).THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16'AIR GAP. � 'pr`�° - ove AJ4>ilk.,Hs.a:s;e s—,1 a= 16 t? i I:I 'l e i I E O 64 112"MAX OVERALL WIDTH I 641!2'MAX O.V.A WIDTH 0 58 1/2'MAX.D.L.O. 35 3!4°MAX 51'MAX �I PANEL WIDTH I OVERALL WIDTH I i � I n _ NOTE 2 y y I F26 y \ °i I zs Q J O O' 7 j Z O Q M W u a m = 6 Q wlv w X ? � � � o _ _@ O G ♦ NOTE 2 ! NOTE 2 NOTE 2 NOTE 2 Ox W Q N a NOTE 2 B D 6 G f a m / NOTE 2 I 7•MAX, / T MAX. / MULL!POST D.L.O. / D.L.O. / / / / C.)a.- oo 7'MAX. MULL POSTA COOxm z 11 All 3;/ Q z NOTE 2 NOTE 2 � 12 NOTE 2 °" w PANEL WIDTH --I 4 O TRI UNIT(OXO) TYP. 12°MAX. __ NO E 2 ! p A B (INSWING IMPACT DOOR WITH PANELWIDTH 353l4'MAX NOTE 2 4 4 `— PANEL WIDTH' w x n r U I- 12°MAX. NON-IMPACT SIDELITES) X O NOTE 2 PANEL WIDTH 4 m n 35 314"MAX DUAL UNIT(OXj TYP. I�37 112'MAX O.V.A. PANEL WIDTH I FRAME WIDTH (INSWING IMPACT DOOR WITH u oO�N MULL POST NON-IMPACT SIDELITE) z z oO TRI UNIT(010X0) alo (INSWING IMPACT DOOR WITH NON-IMPACT SIDELITES&TRANSOM) w Izz x U w Z U ~ a0 25 � =- u w am oopz UO h 7 O Om woow a xN m NOTE 2 // NOTE 2 g / NOTES: I_ ALL VIEWS FROM INTERIOR. N D / 2-MASONRY AND CONCRETE CONSTR`{Ga1l111P.11jlH,, _ z N7 'P : DPW 12/31ro9 A B NOTE2 _ i/(Vd 7� i� t_ sure: 1/2"=I• *` �-= DM,aG.LUBBECKE 353/4'MAX. =-a"',�T9� i K= PANEL WIDTH PO D+, S.FREY SINGLE UNIT(X) �'FSe` = ��aC vn JWi6'LUU9 (INSWING IMPACT) �I �I, h (J, I a , I , I 11 Item DESCRIPTION Material _ 2'MAX 1 HINGE JAMB 1 114'X 4.9116'FINGERJOINTED PINE PINE 371/ O.VA. FR2"MAX O.VDTH 2 HEAD JAMB I1W X 4-9116'FINGERJOINTED PINE PINE 31 12'MAX.D.L.O. 3 LATCH JAMB 1-114'X4.9/16'FINGERJOINTED PINE PINE 4 SIDELITE JAMB 1-1/4'X 4-9116'FINGERJOINTED PINE PINE ,_ - ---- --— 5 610 PHILLIPS FLATHEAD WOOD SCREW WITH 1 12'MIN.EMBEDMENT STEEL p 6 4'X4'BUTT HINGE I2GA..089' STEEL — 7 Z ,.r N•IN7 69X314'PHILLIPS FLATHEAD WOOD SCREW STEEL NOTE 2 ^ 8 610 X 1 12'PHILLIPS FLATHEAD WOOD SCREW STEEL >Q 9 3116'ITW BUILDEX TAPCON WITH I I/4'MIN.EMBEDMENT STEEL m O \ 10 COMPRESSION WEATHERSTRIP FOAM ♦–(1) 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF1206063-TS/COMP. ALUMINUM U IZ a 26 (9 12 68 X 212'PHILLIPS FLAT HEAD WOOD SCREW STEEL a<N w 13 EXTItUOED ASTRAGAL/GLOBAL 6063.TSAL ALUMINUM LZ Y=w x _ �.._..___..____. ___ 14 NOT USED Q F- = 15 SIDELITE SEAT ZBO SERIES ENOURA VINYL 3 J 2 25. R 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL ^a o m 17 BOTTOM RAIL 25GA.0.018'GALVANIZED STEEL STEEL ' m Y R wa 18 HINGE SIDE STILE LAMINATED VENEER LUMBER/LVL LVL 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL / 20 LOCK BLOCK 1-11116'X 3-118'X 12 FINGERJOIN7ED PINE TREATED PINE w 0 21 ODLUP-LITE FRAME PLASTIC NOTE 2 / NOTE 2 22 l'O.V.A INSULATED TEMPERED GLASS GLASS o0. / O 23 16 Ga.7/16'CROWN X 2'LONG STAPLES STEEL - 30� yN 24 CORRUGATED NAIL 12'X 1-1116'25 GA. STEEL 25 KWIKSET LOCK SERIES 400 STEEL o�cei OW. 26 KWIKSET DEADBOLT SERIES 660 STEEL c7 27 68 X 2-PHILLIPS FLATHEAD WOOD SCREW STEEL O w a 28.2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w F LL C D NOTE 2 29 NON-COMPRESSION SHIM __ __ WOOD N 7O z o 353/4'MAX. 30 EXPANDED POLYSTYRENE(1.0 T01.25 IDENSITY)MFG BY JELD-WEN FOAM �'m0 ml wm r PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS F a z z C A-525 COMMERCIAL OUALTTY 0.021-MIN.THICK.) p SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEPVINri rc V – (INSWING IMPACT DOOR WITH 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM NON-IMPACTTRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP 34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5ICOMPOSITE ALUMINUM oJ'm 35 MULLPOST EDGE GLUED FINGERJOINTED PINE PINE cw7�w 36 318'ROUNDED SCOTIA PLASTIC z 37 SILICONE BEAD DOW 1199 SILICONE _<O 38 JAMB.1-1/4'X4-112-FINGERJOINTED PINE LVL m n u, 39OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM o w c, 40 AS7RAGA BOL70.313IA DSTEEL oou w u1 41 OPTIONAL IX WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w w 42 11116 O.V.A.INSULATED 1/B'ANNEALED GLASS GLASS 43 1'STEEL BRAD STEEL 44 ALUMINUM GLAZING SPACER AL.ISEALENT w 45 GLAZING CLIP CELLULAR PV NOTES: S a 1-ALL VIEWS FROM INTERIOR. o ci m 46 SASH CELLULAR PVC2-MASONRY AND CONCRETE CONSTF!q(kla...117//� ^^ 47 STRIKE PLATE GLOBAL STEEL ���rGS F',7D /�� m<O 48 DEAD BOLT BACK PLATE ISI.GLE DOORSYSTEMS ONLY STEEL 49 BOTTOMASTRAGAL INSERT PLUG GLOBAL PLASTIC �` O oa*e 12/31/09 7R _ncve 1/2'=V * eG.LUBBECKE ZZ��T✓. (OR`LJ.�e'��: 4 ., r S.FREY FsNu13.K.ve)re JW162009 c��p 41uTHb�'�,Nxs,n c T_LcF 16 a i i I j ,I a m a N 114'MAX a VII/ SHIM THK.OOy _ 1112" 11 ,nMIN.EMB. EXTERIOR zHE Z O INTERIOR O Ay _ T a ZO 79'MAX PANEL HEIGHT m m 1114" ti mo MIN.EMB.— m 114"MAX z n m d ➢SHIM THK. zn ? _' y O EXTERIOR { O O ��. z' Oy d 2m m z 3 N p z c INTERIOR 1 .��e O U z y0y ➢K a z z v L79'MAX PANEL HEIGHT m I-1 1/4'MIN.EMB. ZA gzNOZ�0Nmp-DN?z Qpmn l0n m _... "MAX 114 SHIM TH2KoO. yOMIN.EM ' B.zorz-g F pK O nm 0m 2yO3 Nm4- EXTERIOR Y g y V _IA 2- Zp PAZ➢ ZZ Z :. o �<nrn p 9 a =D OoZ O �.....:. N ...... m ,m } +.m INTERIOR m N m om z w ?y 7 112'MAX.D.LO. m z ym 3 D L79'MAX PANEL HEIGHT 10 3 p O m N 12'MAX.PANEL HEIGHT m p 13 112'MAX.FRAME HEIGHT— m 1 114' _ a p 1 m^� MIN.EMB. mm �+ m➢ 1/4'MAX i o� d N> SHIM THK.�� zO n o O EXTERIOR Oy d Z z nm \./�: �.Ai Z . e• Z`,{i Z a INTERIOR m O e - �6-13� nk m w RIO.K 1�Y2' t� 79'MAX PANEL HEIGHT— 712'MAX.D.L.O. o • . I z- _ __.-.-_ ____.—__.__ .__ �. �a'm..v? • f O �••. + ?' 12"MAX.PANEL HEIGHT ! -+ 1*, 0 ` — 1 1/4"MIN.EMB. —13 112'MAX.FRAME HE 3H 1, T m i u Q s y PRODI'CT: CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. n C1 6-0x6-8(XX)8 5-x6-8(010X0) INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. R o n B 10.27.14 ,5TH ED CODE CHANGE SM PART ORAssEMeLr KLAMATH FALLS,OR,97801 A 12.01 11 2010 CODE CHANGE JLA INSWING VERTICAL CROSS SECTIONS PH.547-882.3451 ' < s NOI DATE DESCRIPTION BY =_vlSwrls o ' i f Y 6— 1"MIN. NOTE 1 m 1• 1"MIN 1' G F w — 1'MIN --28 41 a w MIN. 1"MIN NOTE 1 m— MIN. 1'MIN 1'MIN — 9 28 47 ai 1•MIN. 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NOTES (7 a 38 SEE DETAIL 38 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w o w SHEET 15 8 15. 1 o Ot71 w /// _ 2.SPACING FOR ITEM#12 FROM TOP DOWN: OO¢ y 6',28,k".50-j 73-}". 3"O 46 42 3.ASTRAGAL SCREW SPACING FOR ITEM#27 d FROM TOP DOWN:g,3-j'.20",24-j",54-}",59" o z F o: n. 75-l'8 78-�. .a 3 z 4.1X BUCK MAY BE UTILIZED AS AN OPTION w^r 0 r O Z ? AS LONG AS MIN.ANCHOR EMBEDMENT _ DEPTH,INTO MASONRY,CONCRETE,OR w 16 y p �I, WOOD,IS MAINTAINED. •I T 36 43 S.TAPCON(ITEM#9)ANCHOR SPACING SAME �1, '6N Z 29 45 37 29 AS WOOD ANCHOR(ITEM 45)SPACING. z z INTERIOR 6.OPTIONALLY,ANCHOR CAN BE PLACED IN z v SEE 41 20 B 41 SEE 9 NOTE 4 NOTE 4 9 NARROW SECTION OF HEAD OR JAMB. 2 \HORIZONTAL CROSS SECTION N >- 7 VIEW AT FIXED TRANSOM —I-MIN.— w m IIIf (MASONRY AND CONCRETE INSTALL) f 1'MIN. — 1'MIN — Z 5 I Izz 1 1/4" 114"MAX. 1 1/2- SEE DETAIL w O a of 1/4"MAX. MIN.EMB.— SHIM THK. MIN.EMB. - .1 I/a'MIN.EMO. 0.6!z H SHEET 15 SHIM THK. 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I^ O SHIM THK a 38 SEE DETAIL 38 1 1!2' SEE DETAIL A NOTES w-w SHEET t5 MIN.EMB.— SHEET 15 1.F80 SANCHOR SPACING,SEE SHEETS 13,14 0.0m z 3 31 2.SPACING FOR ITEM 912 FROM TOP DOWN:44 S 30 20 6•.28-,.,,50- .73-}° '. Oz p46 42 0 19 2 u 3.ASTRAGAL SCREW SPACING FOR ITEM#27 py a a P m FROM TOP DOWN:}',3-}•,20•,24-j',54-1",59" 0.1i 00 4.lX BUCK MAYBE UTILIZED AS AN OPTION ' z S AS LONG AS MIN.ANCHOR EMBEDMENT � Z W jU 3643 DEPTH,INTO MASONRY,CONCRETE,OR 29 MAINTAINED. 45 37 29 _ WOOD,IS X03¢ O 502 30 EXTERIOR 5.TAPCON(ITEM#9)ANCHOR SPACING SAME c z SEE 41 26 EXTERIOR 8 41 SEE SEE NOTE 428 41 2 AS WOOD ANCHOR(ITEM#5)SPACING. 00 9 6.OPTIONALLY.ANCHOR CAN BE PLACED IN U n`1 9 NOTE 4 p HORIZONTAL CROSS SECTION OTE a HORIZONTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB. 12 VIEW AT FIXED TRANSOM 12 VIEW AT DOOR LATCHlSIDE JAMB a m 0 (MASONRY AND CONCRETE INSTALL) (MOOD INSTALL) MIN— FIT91N. - 1•Mit wU'w 5 =40 1 1!4' 1!4°MAX. SEE DETAILA 1 1!2 MIN.EMO.MIN.EMB. SHIMTHKEM1Bi` 3 31 uwVo u --MIN 112°GLASS BITE 114 MAx 9 1 2 9 4 F N m �10 19 2 2U SHIM THK. 1/8'TEMPERED SEE DETAIL A _ D SHEET 15 10 -w zF ? _ OPTIONAL MASONRY AND CONCRETE INSTALLATION In O �2 z j/ // 1 314' 3/4'AIRSPACE FOR HEADERS AND JAMBS !1111u1it,SEE NOTE 5 8 6,THIS PAGE Jg FI,i4of •I I q8 2 30 jl�EMPERED Z-:byj _ ^12131/00�i O 'ifJr� 77 3'=r EXTERIOR INTERIOR �� �,•. = n"e IG.LUBBECKE !� =*, SEE NOTE 8 41 GLAZING DETAIL -- SCALE:6'=1b• 5.FREY_ �1 HORIZONTAL CROSS SECTION %O'�• �11••t+ ��'�C "'""`"' yini 12 VIEW AT DOOR LATCH/SIDE JAMB �fW"� `IyVJ Qy. M"JW762000 (MASONRY AND CONCRETE INSTALL) dee >` SKEET 72� 16 i i 0 m 69 112" o 39 314' 7vr SEE DETAIL E SHT.15 (BOTH JAMBS) 813/4'MAX FRAME HEIGHT(INSWING) �—80112"MAX FRAME HEIGHT(OUTSWING) v 5' 5'TYP. 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Z O a M J I m -, Z W LL aN0 a a W 1'2co c7 z - w rte- I _ 0 1 34 39 12 � Q 47 Oul r, 2 n o 0 _ ! 1 3 4 �•_� 2 a I I LL DETAIL D a x 29 ASTRAGAL _ I TOP S71KE PLATE O 28 w w 28 SEE NOTE 0 0 z I I \\ I d2 B 7 000 O TY \` DETAIL B DETAIL C ¢,b 11 I I I I I f l CORNER DETAIL AT HEAD CORNER DETAIL AT SILL 7 `^ o l Z 0 P 61J MULL T "/ MULL ozo DE w `—&EE DETAIL HINGE DETAIL y�6 o,j x ,n Z on r a ANCHORING LOCATIONS TRI UNIT olU j INSWING.'OUTSWING UNIT(OXOI SCALE:1/2'=1'-0' p7 49 DETAILF _ I. ASTRAGAL BOTTOM V m INSERT PLUG(INSWING) DETAIL G -w 48 X 21/2' 36 23 LATCH 8 DEA LT STRIKE 47 j�ip WOOD SCREWS 27 PLATES _ Cttil TYR — m c=i'- a 27 O owz 2 11 34 39 • 0 0 C, 38 ou-, 24 0- � 27 \DETL F AI ASTRAGAL BOTTOM(OUTSWING)• f w v¢ 6 IJ a ` ' _ 2 NOTE(S): . �E9 F. O i� m¢z I 35 1-ANCHOR SPACING FOR BOTH �� '•'- I 1 4 INSWING 80UTSWING. �.2-;'yylS' 0�+ rc'12131109 '/Nr✓ 7 - AS SHOWN 2-SCREW 9281N DETAILC,NOT USED IN � '.•:" p, (XX)CONFIGURATION. T T j -S.LUBBECKE p DETAIL HS.FREY CORNER DETAIL AT TRANSOM MULL -Z,� Ow'c DETAIL ��`© Q���� JW 162009 ! MULL POST(SILL SIMILAR) ,cg7')d' \�� sneer o� e lf4i:LA�,no:n.>n moi` 16 e i. .kl Q I f- 4 9116' —�'� 4. _– 5518' WOOD J GERJOINTED PINE N O O n I m r are M O O _ _ —� �- yr I I I i f - �, UuU�- I—t1v18,-1 mO SCALE:B'= COMPRESSION LATCH STILE F-cn 2 -�I-- ( I O ENDURA INSWING THRESHOLD WEATHERSTRIP _T'li-1!8° TOP RAIL U Q y 1/8'Min 11 I h�3!B' 6063 T5 AL AND COMPOSITE VINYUFOAM HINGE STILE Z O 3 SCALE:6"=1'-0' SCALE:6'=,'-0° LAMINATED VENEER LUMBER Z W LL-oNp 4 O SCALE:I6 GE-04x12 GA.STEEL 10 i7 M RAIL 25 GA-BOTTSTEELSCALE:fi'=1'-0', 7 J G fes—3 118' I SCALE:6"=I'-O" 16 18 19 I m Q n S W nJ2 -- // 4 518' w 5 518' LOCK BLOCK 20 F NGERJONTED PINE O AFCO OUTSWING THRESHOLD I °w O AFCO OUTSWING THRESHOLD Ow SCALE:6"=I'-C" 6063 T5 6"AND COMPOSITE 39 DOOR BOTTOM SWEEP ~1 314' O 0 a SCALE:6'=1'-0° 6063 T5SCALE:AL AND COMPOSITE 32 00 SCALE:6'=1'-0' VINYL OCORNER PADS F SCALE:6°=1'-0' 3: 33 PLASTIC 3 v0 z A B SCALE:6"=1'-0" &;A z _ a / O 0�m3 m 0 '— 73/4'—I 15/8I X03=d O o oZ 000 lo o -� U G ...... ....._.. .-......_.._._._._._ a v ASTRAGAL STRIKE PLATE 1 3—18' — 47 STEEL g Q A ,3 ASTRAGAL EXTRUDED SECTION A-A SECTION B-B' / 2, ODAL LIP FRAME SCALE:6'=1'-0' `n 6063-T5 ALUMINUM SCALE:6'=1'-0' z 0 SCALE:6'=1'-0' a z z 1132'---1-- 3 1/2' o= Q., nfi "I .3125' z _ o oo00 T 2112'— —�2118'�— o°�„ 40 ASTRAGAL BOLT 35 MULL POST H o I�� l COLD DRAWN STEEL EDGE GLUED FINGERJOINED SCALE:6'=1'-0SCALE:6'=1'-0' IOO xo m —I 1 318" I I I 13116' SIDELITE SEAT 48 LATCH PLATE.STEELo 41 I 15 SIN�S� UNITS ONLY ,p L 'a O EXTUDED PLASTIC ` `Ap�yT[ gry�•_p; ' 'n SCALE:s'=1'-0' `J - 1 c�E II Nc%7�iY7ry'+. «.As sHowN 1116'—II— ~t/2• 4112' i =_*t.._r�- �... * ins.S.LUBBLCKE ZD ,-0 TRANSOM SASH 45 TRANSOM GLAZING CLIPO 36 FIXED CORNER TRIM 39 TRANSOM JAMB �'�� •�4•,1-,�� .u�u - CELLULAR PVC O CELLULAR PVC O PLASTIC O FINGERJOINTED PINEZ�`�' L' -N�„�,��� JN/162UU9 SCALE:6'=1'-0' SCALE:6'=1'-0' SCALE:6'=1'-0' SCALE:6'=1'-0' a,E G!(djyyj�,° se�i16 o- 1G Q