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HomeMy WebLinkAboutProduct Review BUILDING DROPS <, Date: 09/22/2014 A Perfect Solution in Every Drop Report No: 2743 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Design Pro/Smooth Pro Full Lite Non-Impact For use outside the High Velocity Hurricane Zone(HVHZ) 3'-0"X 6'-8" (Nominal) 3'-0"X 8'-0" (Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method la of the Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. 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 International Building Code, International Residential Code,and Florida Building Code. See Installation Instructions A010832A,signed and sealed by Hermes F. 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 International Building Code (IBC), International Residential Code (IRC),and Florida Building Code (FBC), 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 require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010832A require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions A010832A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Report No: 2743 "- Certificate of Authorization.29578 Quality Assurance Entity: 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(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: o ASTM E283-04 ASTM E330-02 • AAMA 1304-02 o TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST1589) Report# Report Date: NCTL-210-3918-01 10/4/13 SJ W 2013-231 12/3/13 SJ W 2013-251 12/23/13 SJ W 2013-252 12/23/13 SJ W 2013-253 12/23/13 NCTL-210-3925-03 02/07/14 SJ W 2014-032 04/22/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 SJ W 2014-068 07/07/14 SJ W 2014-071 07/07/14 SJ W 2014-069 07/07/14 SJW2014-079 07/07/14 2. Product Testing performed by Quality Testing Inc. (FBC Organization#TST7638) Report# Report Date: S1 W 2010-003 01/11/10 3. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING CROPS Date: 09/22/2014 x� A Perfect Solution in Every Drop Report No: 2743 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate(Min.S.G.=0.55),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 (Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete(Min.ft=3000 psi)or masonry(Conforms to ASTM C90) substrate where wood bucking is NOT employed,use 3/16"diameter ITW Tapcon or%" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010832A)for anchor spacing and more details of the installation requirements. Design Pressure: MAX.OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING POS. NEG. POS. NEG. X 3'-0° 6'-$" so, 50 508 SO NON-IMPACT # RADIUS 3'-0" G'-8" SO`` so 50* SQ NON-IMPACT X VENT 3`-0" 6'-$" 500 50 50* 50 NON-IMPACT X Y-O" 81-0" 50* SO 50* s0 NON-IMPACT Hermes F. Norero, P,E. Florida No.73778 Page 4 of 4 GLAZED AREA CALCULATIONS SQUARE FOOTAGE TO BE REPLACED 20.00 SQUARE FOOTAGE REMAINING 234.39 TOTAL SQUARE FOOTAGE 254.39 PERCENTAGE BEING REPLACED 7.86% TO BE REPLACED TO REMAIN 1 36 X 80 20.00 A 53 X 38 13.99 2 B 72 X 80 40.00 3 C 96 X 80 53.33 4 D 106 X 51 37.54 E 26 X 51 9.21 F 26 X 51 9.21 G 26 X 38 6.86 H 53 X 51 18.77 1 74 X 63 32.38 J 37 X 51 13.10 K L M N O P Q R S T. 06/30/2015-2:37pm gabriels V:\Projects\-2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH L MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES PSF)-ZONE 4 Mean DESIGN PRESSURES PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sci Ft), Roof Tributary Area S Ft 1. TABLES ARE INTENDED TO EPCCP THE WORST CASE'PRESSURES.'WORST CASE'IS 10 15 20 25 30 >;. aI 0 eight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI DITI01�"'OFTAN.Y,7CTN WN VARIABLE AS DESCRIBED BELOW. s USE OF CRITICAL CO D NS.g�EQUIREDIFOR U ITH THESE TABLES. -41.0 -40.0 - 9.3 -38.7 -38.3 -3 9 64 "3 Os -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID O LY 0I�.6.740 I�I1GSOFI;NJ.A ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft L,' . 0-15 ft 3,TABLES VALID F R LIROOFVE 4 P APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 36.1 +35.5 +35.1 + 4 +t34 3 t yY +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 10°SHA 6 ?;Q B3 INEER AS A SITE SPECIFIC CONDITION. sw -41.6 -39.8 -39.3 -38.8 3 4 (8'',1yz 86 3�5 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B LIf'G-ME AVER�'.aE JELD-WEN Design-Pro l" and Smooth-PrVr' Fiberglass Doors WINDOWS R DOORS The performance information listed is for new products and is intended to be used for reference only,and is not complete.Depending on the components,accessories,and options chosen,the actual rating could vary.Confirm ratings for specific products with your supplier or JELD-WEN sales representative. Highlighted options are ENERGY STAR certified in all zones. Highlighted options are ENERGY STAR certified in Northern,North-Central zones. r -rr Door Illustrations are examples of glass area and are not representative of the full selection of door desi ns available. 114 Lite 1/2 Lite 3/4 Lite Full Lite � l ' ii. GLASS UNIT THICKNESS/ t _ TYPE DESCRIPTION GLAZING Y :ry. Moxcerta WOMIA, ' WMENO Y , Clear 0.23 0.10 0.28 0.19 0.31 0.26 0.36 0.34 1/2" Low-E 0..21 0.09 0.25 0.16 0.28 0.21 0.31 0.28 Clear w/Grids 0.23 0.09 0.28 0.17 0.31 0.23 0.36 0.30 Low-E w/Grids 0.21 0.08 0.25 0.14 0.28 0.19 0.31 0.25 314" Clear with SDL NA NA NA NA 0.30 0.20 0.34 0.26 Low-E with SDL NA NA NA NA 0.25 0.16 0.28 0.22 Clear 0.22 0.10 0.27 0.19 0.30. 0.26 0.34 0.34 Low-E 0.21 0.09 1 0.24 0.16 1 0.26 0.21 z -0.29 1 0.28' M 1„. Clear w/Grids 0.22 0.09 0.27 0.17 0.30 0.23 0.34 0.30 Inswing and Outswing Low-E w/Grids 0.21 0.08 0.24 0.14 0.26 0.19 0.29 0.25 Clear w/Blinds NA NA 0.28 0.17 0.32 0.23 0.36 0.31 Low-E w/Blinds NA NA 0.27 0.12 0.30 0.16 Decorative Glass" Decorative/Clear 0.21 0.09 0.24 0.15 0.26 0.20 =0.30,'' 0.2T' " Embossed NA U- -0.17 SHGC=0.01 Flush NA U-Factor=0.16 SHGC=0.01 Impact Glass` Clear Lam 0.24 0.08 0.29 0.15 1 0.33 0.20 1 0.38 0.27 Triple Pane Clearw/Blinds and Grids NA NA 0.23 0.12 NA NA 0.27 0.23 Low-E w/Blinds and Grids NA NA 0.21 0.10 NA NA 0.24 0.19 Clear NA NA 0.25 0.11 0.27 0.15 0.31 0.20 1/2" Low-E NA NA 0.23 0.09 0.25 0.12 0.28 0.16 Clear w/Grids NA NA 0.25 0.11 0.27 0.14 0.31 0.18 Low-E w/Grids NA NA 0.23 0.09 0.25 0.12 0.28 0.15 3/4" ClearwithSDL NA NA NA NA 0.26 0.13 0.30 0.17 Low-E with SDL NA NA NA NA 0.24 0.11 0.26 0.14 Clear NA NA 0.24 0.11 0.26 0.15 0.30 0.20 Low-E NA NA 0.22 0.09 0.24 0.12 0.26 0.16 Sidelite Clear w/Grids NA NA 0.24 0.11 0.26 0.14 0.30 0.18 1 • Low-E w/Grids NA NA 0.22 0.09 0.24 0.12 0.26 0.15 Clear w/Blinds NA NA 0.25 0.09 0.28 0.12 0.32 0.16 Low-E w/Blinds NA NA 0.24 0.05 0.26 0.07 0.28 0.09 Decorative Glass` Decorative/Clear NA NA 0.23 0.10 0.24 0.13 0.28 0.17 Embossed NA U-Factor=0.17 SHGC=0.01 Flush NA U-Factor=0.16 SHGC=0.01 Impact Glass` Clear Lam NA NA NA I NA I NA I NA 0.36 0.14 These options include direct glazed and lip lite glazed products. Performance values calculated in accordance with NFRC 100&200.This data Is certified by NFRC and can be licensed to participating dealers.Certified product must carry a label with valid NFRC logo. Rev.12/15/14 Florida Building Code Online .�..,y,..-m.,�..,.,.._ _ ..�,G._. ern—ate..-��•-, an1777^^- .m, 1OU's�yl�a� -; r ut r}e rpre:ti" BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications ; FBC Staff. I BCIS Site Map Links Search Businessi"", Professional �,' �Product Approval USER:Public User /tet . if`r1 Product Menu>Product or Annbratipn Search>Application List>Application Detail r 4 4 FL# FL13541-119 i . Application Type Affirmation Code Version 2014 Application Status Approved i x 4 I. Comments a Archived ❑ i Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin :• j fbcl@jeld-wen.com - Technical Representative JELD-WEN Corporate Customer Service } s, Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 1. (800) 535-3936 customerserviceagents@jeld-wen.com _ Quality Assurance Representative, Address/Phone/Email i ..j Category Exterior Doors sSubcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing i 2 r ! Certification Agency National Accreditation&Management Institute e Validated By National Accreditation&Management Institute f . it i 1 t.: ? Referenced Standard and Year(of Standard) Standard Year •~;rl AAMA 1304 2002 ASTM E283 2004 ASTM E330 2002 i TAS 202 1994 1 (,• $ Equivalence of Product Standards ? Certified By ❑� I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquynOPErOHeeZaoNzG36psAUjLoQiojTfR951krkFb%2bYQ%3d%3d[I1/16/2015 12:25:00 PM] Florida Building Code Online compliance with the new Florida Building Code. s l i Documentation from approved Evaluation or Validation Entity Yes ONo ON/A Product Approval Method Method 1 Option A Date Submitted 02/20/2015 1 Date Validated 02/20/2015 Date Pending FBC Approval Date Approved 02/28/2015 i p Summary of Products FL# Model, Number or Name (Description I , 13541.1 1 Design Pro/Smooth Pro Single(X)Opaque Fiberglass Door i E t Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No I FL1_3541 R9 C CAC NI011906.01-R3.odf Approved for use outside HVHZ:Yes FI-1.3541. R9 C CAC N1011906R3.pdf j Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 I Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions a - FL13541 R9 II A0. 0831A SS 2014-09-26.pdf fI Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes j Evaluation Reports i FL13541 R9 AE PER2742 SS 2014-09-26.pdf > Created by Independent Third Party: Yes • 1541.3 541.2 Design Pro/Smooth Pro Single(X)Glazed Fiberglass Door mits of Use Certification Agency Certificate j pproved for use in HVHZ: No FL13541 R9 C CAC NI011921.01-R3-signed.rdfpproved for use outside HVHZ:Yes FL13541 R9 C CAC NIO11921-R4.odf mpact Resistant: No Quality Assurance Contract Expiration Date esign Pressure: +50/-50 03/30/2018 ther: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation InstructionsFL13541 R9 II A010832A SS 2014-09-26.�dfVerified By: Hermes F. Norero, P.E. 73778Created by Independent Third Party: YesEvaluation Reports FL13541 R9 AE PER2743 SS 2014-09-26.pdf Created by Independent Third Party: Yes Design/Smooth Pro Double(XX)Opaque Fiberglass Door ; j Limits of Use Certification Agency Certificate r, Approved for use in HVHZ: No ( FL-1.3541 R9 C CAC NI011907.01-R3.rLdf Approved for use outside HVHZ:Yes FL13541. R9 C CAC NI011907-R3.12df t ! Impact Resistant: No IQuality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions i ? j FL1.3541 R9 II A01 0833A SS 2014-09-26.pdf I I j Verified By: Hermes F. Norero 73778 s Created by Independent Third Party: Yes Evaluation Reports FL13541, R9 AE PER2744 SS 2014-09-26.pdf Created by Independent Third Party: Yes 13541.4 Design/Smooth Pro Double(XX) Glazed Fiberglass Door y f Limits of Use Certification Agency Certificate x , Approved for use in HVHZ: No FL13541 R9 C CAC NI011908.01-R4.pdf I Approved for use outside HVHZ:Yes FL13541 R9 C CAC NI011908-R4,pdf Impact Resistant: No Quality Assurance Contract Expiration Date i Design Pressure: +50/-50 03/30/2018 i I Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions FL13541 R9 II A010834A SS 2014-09-26.odf IVerified By: Hermes F. Norero 73778 i Created by Independent Third Party: Yes Evaluation Reports FL13541 R9 AE PER2745 SS 2014-09-26. df http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAUjLoQiojTfR951krkFb%2bYQ%3d%3d[11/16/2015 12:25:00 PM] Florida Building Code Online { Created by Independent Third Party: Yes i,_ 13541.5 Design/Smooth Pro i Single with side lite(s) (X,O/O,X/O,X,O)Opaque Fiberglass I Door 1 { {Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541. R9 C CAC NI011910.01.-R4jDdf Approved for use outside HVHZ:Yes ' FL13541 R9 C CAC NI011910-R4.pdf I Impact Resistant: No j Quality Assurance Contract Expiration Date Design Pressure: N/A j 03/30/2018 Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL13541 R9 II A010835A SS 2014.-09-26.Ddf y + Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R9 AE PER2746 SS 2014-09-26.Ddf i I Created by Independent Third Party: Yes -----' j 13541.6 Design/Smooth Pro I Single with side lite(s) (X,O/O,X/O,X,O)Glazed Fiberglass — e _ Door Limits of Use Certification Agency Certificate r Approved for use in HVHZ: No EL13541 R9 C CAC NI011923.01-R4.pdf Approved for use outside HVHZ:Yes FL13541 R9 C CAC NI011923-R4.pdf Impact Resistant: No Quality Assurance Contract Expiration Date ry: 7. Design Pressure: N/A 03/30/2018 j Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions f FL13541 R9 TI A010836A SS 2014-09-26.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports f F1_13541 R9 AE PER2747 SS 2014-09-26.pdf Created by Independent Third Party: Yes 13541.7 Design/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O)Opaque o I Fiberglass Door + �- Limits of Use 'Certification Agency Certificate I1 Approved for use in HVHZ: No FL13541 R9 C CAC NI011 11.01-R4.pdf I E Approved for use outside HVHZ:Yes FL13541 R9 C CAC NI011911-R4.pdf Impact Resistant: No Quality Assurance Contract Expiration Date I Design Pressure: N/A 03/30/2018 E Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions FL1.3541 R9 II A010837A SS 2014-09-26.pdf ( t Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes t Evaluation Reports FL13541 R9 AE P R 748 SS 2014-09-26.pdf Created by Independent Third Party: Yes m' I 13541.8 Design/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O)Glazed �� Fiberglass Door Limits of Use Certification Agency Certificate 1 I Approved for use in HVHZ: No FI-13541 R9 C CAC NI011912.01-R4.pdf j Approved for use outside HVHZ:Yes F1_13541 R9 C CAC NI011912-R4 pdf �. Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions FL13541 R9 II A010838A SS 2014-09-26.11df ' I Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports I FL13541 R9 AE P R 74 014-0 - 6.pdf = �+ Created by-Independent Third Party:Yes ° i` ;y Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please 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., http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAUjLoQiojT4t951krkFb%2bYQ%3d%3d[l l/16/20I5 12:25:00 PM] Florida Building Code Online please click he[fl_. Product Approval Accepts: 4� { i tiCtlll'fI\.t l'I mcs' http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQMDquynOPErOHeeZaoNzG36psAUjLoQiojTfR951krkFb%2bYQ%3d%3d[I1/16/2015 12:25:00 PM] NOTICE OF PRODUCT CERTIFICATION �i ti�A(L`g 4� ' CERTIFICATION NO: NI011921.01-R3 .{, T �•cx DATE: 03/26/2014 CERTIFICATION PROGRAM: Structural " COMPANY: JELD-WEN CODE: 822-1 MEN, tib'. � firb pao�' 'F REVISION DATE: 09/19/2014 To verify that the"Notice of Product Certification"is valid,please visit%N., w.NA i;IlCertification.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 NANG if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro" 3737 Lakeport Boulevard Fiberglass Glazed Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Door Configuration:X Glazing:Insulating Glass(Tempered) IS Frame: W-952mm(37.50") H-2487mm(97.93") OS Frame:W-952mm(37.50") H-2466mm(97.12") Panel: W-908mm(35.75") H-2419mm(95.25") DLO: W-606mm(23.87") H-1995mm(78.56") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Qualifies Configurations:X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013-253/NCTL- 210-3 925-03/SJW 2014-032/NCTL-210-3 93 0-O 1/NCTL-210-3930-02/SJW 2014- 068/SJW2014-071/SJW2014-069/SJW2014-079/A010832A SS/W-1672/W-1697 Expiration Date: March 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 NOTICE OF PRODUCT CERTIFICATION cEan�o CERTIFICATION NO: NI011921-R4 DATE: 03/26/2014 .y CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 REVISION DATE: 09/28/2014 `417} ED PRS ,,..<. .. To verify that the"Notice of Product Certification"is valid,please visit www.NAiNIlCertification.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. ANAMI 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 NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro" 3737 Lakeport Boulevard Fiberglass Glazed Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Door Configuration:X Glazing:Insulating Glass(Tempered) IS Frame: W-952mm(37.50") H-2081mm(81.93") OS Frame:W-952mm(37.50") H-2063mm(81.25") Panel: W-908mm(35.75") H-2012mm(79.25") DLO: W-606mm(23.87") H-1587mm(62.50") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Qualifies Configurations:X AAMA 1304-01 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013-253/NCTL- 210-3 925-03/SJ W2014-032/NCTL-210-3930-01NCTL-210-3 93 0-02/SJ W2014- 068/SJ W 2014-071/SJ W 2014-069/SJ W 2014-079/W-1672/W-1697 Expiration Date: March 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804) 684-5124/ Fax: (804)684-5122 MAX, PREPARED BY: O.A.WIDTH pgyJ,�'�y J 7 J.�7_JL.��J" E S a — 371/2"IDTH BUILDING DROPS,INC. LLJ O.A.WIDTH ua r.a.,Nie uaa�a:•n,sn na WINDOWS & DOORS r, I � 2 oanut GeACX n 7aoss 5 C 6 prV.195gn59Aat9 � Fae:I4S917n-t 411fi 6 .VFtl,,vw.m,:anygrvs.<on DESIGN PRO/SMOOTH PRO FULL LITE E I W o NON—IMPACT s Z = s roTn a a `-' z I— C,FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) ^2pill ` °r'" s ACTIVE o , m� < ;� e o N z 114 � W �aha � ACTIVEO 3 Pao ha L'iU" pfd GENERAL NOTES: j 3 0 i 0 2 x z z ^g O 2 m / 2 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT O 2 Q INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE.(IRC),AND FLORIDA BUILDING CODE A 4 LU Z o (FBCI,EXCLUDING HVHZ AIJD HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: J ¢ G ASTM E33(K2 2 LU W • ASTM E283-04 Q — Lu • AAMA304-02 T 4 s b 7 8 9 3 9 • TAS 202.94 n 9 a n q a a a l q q a a 4 U ° TYP.ELEVATION 1 �22Z� TYP.ELEVATION 2 n V`) MMM���111 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 1 s•a-000a Xocm 1 1'-0'000!Nn6X1 ~uj RFS157ING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 371/2"MAX. FOUNDATION S THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. O.A.WIDTH r REMARKS BY DATE 3, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED Add ADA nu,MuEd-p!,t Lxk GL 105/24 HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ( add TAS 20•9n Sundam SM 09122/19 DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. uF _ / __ .r• ave_wun, l Z M.IfiOJ*—Tr(NtVWAY CJ MMGx6 rdf.W.�kCry ! S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. i7 m a O xs.earnwN:,ruencN�•e,oN omen 2 LL ia:in r"n oorurx��jr,or>,w,inrues 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN 3 a G 0 SSS` �S F GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.`DENT LITES ARE QUAUFIED FOR 6'-8" 3 O DOORS ONLY.RADIUS(SHAPED)LITES ARE QUALIFIED FOR 6'-8"DOORS AT DP+-50 PSF ONLY. O?¢ , l9 �`��nf"� f�'• (� ���` =NOTE: 97 SILL MEETS WATER INFILTRATION AT 1VATER TEST PRESSSURE (WTP)OF 9.75 PSF. m � ,��..•.:OT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THATHIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BYACTIVE '"""`HAT OVERHANG(OH)RATIO= LENGTH?OH HEIGHT IS 21.0Of p0� 3 TYP.ELEVATION 3 s•.lU 1"11T 11 eenaXAt 111Or[ leee o rrAP14t:���e�iu TABLE OF CONTENTS NOTE: see snar sroA esulne aFr.as p.va RFent lura x+F nn.ur nmmrNvuwN XF:.rvsrs DOORS SHOWN ABOVE MAY BE LEFT e SHEET REVISION SHEET DESCRIPTION OR RIGHT HAND OPERATING DOORS. Digitally s19ned by Hermes F.Nnrero,P.E. Reason:I am 1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES approving this document MAX. L Dace:20t 4.09.2614:47:32-04'00' 2 A TYPICAL 7SNCHORLAYOUTS AND NCITES NOMINAL INALNAL SIZE DESIGN PRESSURE(PSF) MISSILEGATE: 02,05.14 3 A OPTIONAL 2X 3UCK ANCHORING DETAILS CONFIGURATION INSWING OUTSWING IMPACT DWG, Y: CNK. Y: 4 a YERTICALASSEMBLIES WIDTH HEIGHTPM 4 POS. NEG, ftATTNG GL W SSgMSS 5 A HORIZONTAL ASSEMBLIES X 3'-0" 6'-8" 50• 50 50` 50 NON-IMPACT SCALE: NTS 6 A GLAZING DETAILS 50' 50 ON- P 'I owG.a:A010832A 7 A WCIODSUBSTRATESP�- NT 6'-8' 50• 50 50• SO NON-IMPACT SHEET: OF9 8 A CONCRETE SUBSTRATES 3'-0" 8'-0" SO• 50 50• SO NONIMPACT 9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. INSTALLATION NOTES: PRFPAQD BY 1. ONE(1)INSTALIATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. n C�a> 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WI TH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. 5HIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMIS)SHALL BE nr rao-cuwa;vn.sYr.s.+s CONSTRUCTED OF A NON-COMPRESSIBLE COMPOSITE OR BETTER. �� .Alla Henn+,e.3saa Prl{SS 1j344.18 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO rnc.+v!sv:a.ana STUCCO.FOAM,BRICK VENEER,AND SIDING. '.4(1!.wvx•.bu.MinpCrops.<�m 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST B'MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 'r� MANUFACTURER'S INSTALLATION INSTRUCTIONS. 371,12 MAX. LLJ O.A.WIDTH j mom S. FOR HOLLOW Bt OCE.AND GROUT FILLED BLOCK,00 NOT INSTALL INSTALLATION ANCHORS INTOMORTAR 3"TYP. q0 C3 a m JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE C2 a F Z SHELL OF BLOCK• q u x�= ~q Z E a 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF I HESE.PRODUCTS SHALL BE THE SAME AS FOR 2%BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED OFI SUBSTRATE MATERIALS WITH THE O O y FOLLOWING PROPERTIES: R y F+" A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. = B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C,GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASrIA C-90 WITH MINIMUM COMPRESSIVE STRENGTH .y = m © H O OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTIi OF 2000 � PSI. n cc 0.HOLLOW BLOCK CMU UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTHz LL i A Z % OF 2000 PSI. ?z v Q WWW111 Fad a Z_ S. SEE SHEETS 7AND 8 FOR MORE DETAILS OFTHE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR '^O t � H r ' LOCATIONS,EDGE DISTANCES,EMDEDMENTS,AND SHIM SPACING. O � / I 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION O:°HEAD OR IAMB A5 LONG AS MINIMUM REMARKS BY DATE EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED, Add ADAslil,Muh4Point Lode GL ONGS114 ANCHORTABLE 6'B'DOORS 8'0"DOORS A2 A2 "-.im ss%i:i Nor uiarvnrsucmmriHONar•R 1 TYP.ANCHOR LAYOUT •r[MfgM.•OO'roNt wG HrrvG,O.PHA• ANCHOR MIN. MIN.EDGE 2 ANCHOR TYPE SUBSTRATE 4'�"lSd DOOMrR1GHl •nG+cs roars(.xun HmPcaummnno SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. SPACING AT SPACING AT `55 SES F.NO JAMBS JAMBS �� Q- 'A"• �(C` NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. { �{ 2%WOOD BUCK IV / 7� WOOD SCREW JI10 1.1/2" 3/a" 17-3j2" 17-1/4" _ OR lRAMING ITW TAPCON 3116" CONCRETE/CMU 1.3/4" 2.1/2" 17-112' 17-1/4" O� 1-3/8'-GONG. ELCO ULTRACON 1/4" CONCRETE/CMU 1-114"-CMU 1" 17-1j2" sse t,u4A1�IRS, ,iu o IMNin aau+.:1>>cuc cm v'C rYxY.Gr.URWa D2 Ilk 2-49X21/2'PFH ' SCREWS -I�1 4 DETAIL D2 25 26 DATE: 02.05.1 2-e9 X 2 l/'e RH TIP.HOPPE PFH SCREWS DWG. Y: CHK. Y: MDL PLAATEE LOC TON30it GL�TJM SStMSS DETAIL B2 (RH PLATE SHOWN) SCALE: N I•T S TYP.HOPPE I•BOTTOM SHOOT 02 MULTI-POINTSHOOTBOLT BOLT PLATE DWG.JJ:A010832A PLATE LOCATION HOPPE*2098911 SHEET: OF9 (q1 SILL SECTION VIEW HEAD SECTION VIEW 2 INSWING SHMNN OUr5W1«0 i'NIUH � INSWING SHOWN WYSWM41A4lAlt , SC(OCTAIt6} GCC OFInl10} 1'REPAII[D HY: BUILDING DROPS,INC. w nADn,vu xr.D..s;e.ent +,VA\•.r AfP(tl,fl 13W4 V'l 19',31YM8a:8 f.U.(3Y.3c44 4133 41/Z"r•/P. — lI2"nP. 1 1/2" T TIP. y S N v b n- On w N O 4F Y J vLL m m C)C DOLu q a � m w �z N � U) �s a z az z o o W� u o 0 z a y _ REMARKS BY DATE Add ADA fl1,MnhFPovd Irick GL OV0511A 1 P.ANCHOR LAYOUT 3 ioxuttada Mcovun4rAAsoxar Nu iwu nor el.arrnro;i¢o ciuvnnii a ru°`"ir� nawrlurrrcN CM.eeNr _ Ne evws,rNe. au i�aoa�l����xe�riw+rRr o�iao �1 1/4`MIN.EMBED TYP. � �$F z ff o-G SEE TABLE 22X BUCK ANCHOR TABLEp.�;T ���,N\S'• �'• O +❑ (*�' 818"DOORS 8'0"DOORS b TpT � z Z ANCHOR MIN. MIN.EDGE MIN.CENTER x1 •• / J4 f ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER i �,n'•.�� OP?• �/ t7 N ' SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. i "••.,,,,,..• �� 0 0 I SPACING AT SPACING AT L2X WOOD BUCK INSTALL. IAMBS JAMBS 2X WOOD HOCK ANCHOR PER BUCK ANCHOR TABLE a+ue.�i.CsfNPly}.rC�L3. ITW TA 1/4" CONCRETE/CMU 1.114" 2-112" V 25" 30.1(4" IA(lfirH 340E fOPf([+1.M•ViiN Gi!DY D0.3J:>8 ELCO ULTRACON 114" CONCRETE/C%IU 13/0•CONC. 1" 4" 25` 2X WOOD BUCK INSTALL. T2X WOOD BUCK INSTALL. 1.1/4 -CMU CaOif SBCT•UN SrDI N[W DATE: 02.05.14 NOTES: - DWG. Y: CHK.BY: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL - GL/TJM I SS/MSS SCALE: NTS 2, ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 413. DWG.N:A010832A SHEET: OF 9 3 6: PREPARED By. LLJ j7— I BUILDING DROPS,INC./ \ =4-! ,ael n.N!A.cAcr ni;w.,,ir.aw —It' u`n,N!A R!:nCn,(I.'13NY rn:195n13t40r)e INILRIOR EXTERIOR EXTERIOR T/. INTERIOR 4 O I 5 INTERIOR / / EXEERIOR h .. _ _ •7 F/.I C) Vl a a_a LL V J z4~ OPERABLE HEAD W Y �l OPERABLE SILL OPERABLE SILL o ` Q7 OUTSWING SHOWN-INSWING SIMILAR INSWING OUTSWING a2 QF w ENDURA ZAIL4565F AFCO J-2297 Z. U cr W W 0 > e 11 ti„7 EXTERIOR '/ INTERIOR 7 INLERIOR FJOERIOR REMARKS BY DATE INTERIOR EXTERIOR 1D •/ •/ Add ADA 2111,M.hi-Point Lock GL 06/93/:6 -� 6 �J.. oinvrowcu�in mat ox r..i� OPERABLE ADA SILL ® OPERABLE SILL OPERABLE SILL Q J INSWING/OUTSWING INSWING 4, OUTSWINGw� i �.1 ENDURA HC15000 AFCO A-276/P-2000 OPTIONAL AFCO H497 ``S�0ir S F' o -r * T o�TT E1� ir 11 ': �•-'•..........••Gam?`�� �����SS�ONiDRInEC����� t �i a 9 INTERIOP, I EXTERIOR oAN.e[no. :moa I INTERIOR EXTERIOR Nn.rase DATE: 02.05.14 DWG. Y: CHK. Y; g OPERABLE SILL _ g OPERABLE SILL C L TIM ss�Mss WING � � J SCALE: NTS ING OPTIONAL AFCO �/ OPTIONALENDSURAZOBL4565FDWG.U:A010832A SHEET: OF9 4 1'RFPNif.J BY' BUILDING DROPS,INC. 1,LA-—C. HINGE SCHEDULE HINGE DETAIL AT JAM& PLACE#9,X 2-1j2"PFH SCREW NEXT 10 WEATHERSTRIP DOOR HEIGHT QUANTITY 3 4 Lij DO 4 '1 19 LITH 11 INTERIOR INTERIOR C) –j ' 1-#9 X 24/2"PHILLIPS Z FLATHEAD WOOD SCRCW 0 WG w 3-99 X 3/4"PHILLIPS O 0 FLATHEAD WOOD SCREWS EXTERIOR EXTERIOR, 4'49 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 314"LENGTH FOR 6'-8"DOORS USE I"LENGTH FOR 8`0"DOORS LOCK JAMB HINGE JAMB REMARKS LY DATE OUTSWING SHOWN-INSWING SIMILAR— 5 OUTSWI NG SHOWN-INSWING SIMILAR­ kid ADA sil,,M,I(i-Po;M LoCk a 13-#8 X 13/8"PFH(6'•8"UNITS) 9 49 X 13/4"PFH 3 PH X 2"PNI 8 #9x21/2"PFH W/HARDWARE W, ls-08 X 13/8"PFH UNITS) W/STRIKE HARDWARE (6--g- 8'-0'UNITS) ,STRIKE HARDWARE COMES W/HARDWARE IF I-MPL STRIKE PLATE �sl MPL STRIKE PLATES 4-tAl X I 3/8`PFH 21 I REINFORCEMENT PLATE 20 HOPPE#2512296 EXTERIOR EXTERIOR Tx 9� AI I . ............ 0-- INTERIOR it a DATE: 02.05.14 SS Y GL/TIM I SSYM: ss 4 ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB J6- HOPPE MULTI-POINT LOCK SCALE: NTS OUTSWING SHOWN-INSWING SIMILAR \1�5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-AcnvE PANEL ONLY DWG.mA010832A SHEET! OF9 5 PREPARED By BUILDING DROPS,INC. I"MAX. 1'Mt.%. 1"MF%, clx r.lawa eleeu x:vP,tn'+m _ _ I 1'MAX. aal.0 xtacR.rtlucx N. 3J4"AIRSPACE III—. II�•—3,%4"AIRSPACE 314"AIRSPACE. Itlt II .h:rLl%�W. I X INTER03 II I-�--- 114"AIRSPACE /I CJI la � � la i�7XI Wf�wvw.4u:Jln¢il,v.,.rvin INTERIOR la INIERIOfl I I IYTERIOR 14 1/8"TEMPERED GLASS ti 1/8"TEMPERED GLASS .�, 1/8"TE MPERED GLASS 1/8"TEMPERED GLASS Pm.. SILICONE �uyjr SILICONE 1. 4 „ m BUTYL .i 3 BUTYL u SILICONE � BUTYL YONf. J a;mo 4 o EXTERIOR EXFERIOR EXTERIOR EXURIOR ¢ W I I I I _ ms 22 22 23 2 1.- 13 m" REDI-SEAL REDI-SEAL _.— < IIE01-SEAL 2 0 rj--�6'-8" GLAZING DETAIL 08'4- GLAZING DETAIL r3--� FLUSH GLAZE DETAIL Q GLAZING DETAIL a z Z" 201/2"MAX.D.L.O.WIDTH ` f 201/2"MAX.D.L.O.WIDTH l 237/8"MAX.D.L.O.WIDTH FOR OVAL,SUNBURST,AND ROUND TOPS L? ¢ � 62 1/2"MAX.D.L.O.HEIGHT �v 781(2"MAX.D.L.O.HEIGHT �`:.`� 78 7/8"MAX.D.L.O.HEIGHT ONLY IN G'8"UNITS AT DP+/-50 PSF W Ur LM^ o H W: v- 3/4"NIAX. _ REMARKS BY DATE =4EXVTERIOR 1/2"AIRSPACE A4d ADA till.Mull-Point Lock Gl 005114 a la 1/8"TEMPERED GLASS BUTYL w"roi uc avnrxw<uri�wrcni un rNrr INTERIOR vAr riur vn,nrx<o..vw or wnw,c annn,rvc ,c"mc,on unux ' 23%x"OVERALL rrxawoe;ro nesmeuM�r��it�nur vtxminePn"P 19 "D.L.O.24 �5�� �•S F. 0 A��� �.. i SILICONE REDI-SEAL ✓ T/�T 9� A 5 GLAZING DETAIL �o�:��pq�'••••°�'' �� HALF LITE VENT LITES o FOR 6 IN 6'8"UNITS ONLY Q '"' wua eu�.rum4.�tann CI ci ~ DATE: 02.05.14 OWG. Y: CHK. Y: GL TJM I SS MSS SCALE: NTS _ NOTE: 6 DWG•++:A010832A TRACTIONAL GLAZING,INCLUDING INTERNAL GRID.BLINDS SHEET: OF 9 BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED 24 ODL VENT LITE ASSEMBLY IN ALL GLAZING DETAILS SHOWN ABOVE. P17L P}AEU GV: —7,K WOOD BUCK lJ G BUILDING DROPS,INC. MIN. �. naw 7 „..su..srn EDGE DIST. ��L %%f WOOD ANCHOR •=•wva c a.1na SFE TABLE SHEET 2 SEF TABLE ON SHEET"< w H - fat.(4'rl})fa,XT}5 SILICONE x':e+.ww lX.ai,.aa.Xn�a :E % w w w 2R WOOD BUCK "CJ J i /rii% lir � o wpm z orwm Q Feu x 1 4 MAK. - 2X WCOD BUCK WOODANCHOR SHIM g h n SEE TABLE ON SHEET 2 MIN.EMBED. Cl Q ^'� SEF;TABLE 5!JECT 2 tS�c F— �1`L HEA® (TYPICAL) JAMB (TYPICAL) ®yJ OPERABLE SILL °z z OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR INSWING-NO ANCHOR REQUIRED g 0 Wa ENDURA ZAIL4565F L? 0 „ w ~5 SILICONE SILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK REMARKS BY DATE Mid AW.sill Matti Pott Lk GL 06/051119 2Y,WOOD BUCK OPERABLE SILL OPERABLE SILL r7 l OPERABLE SILL Wf pUt Wnit.tNCONSIM OF XL(i JIMi pROP.,(H:. al o-P+110X:.a0p!ICNS. 4�SNnN:L OX ONYX � � J erRAgNGS fp�N'itrt:CUM ' \!/ OUTSWING-NO ANCHOR REQUIRED INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NOAHCHORREQUIREDr�riXplw."fw�flw..N AFCO J-2297 AFCO A-276/P-2000 AFCO X-497 i� i SILICONESILICON£ r- r G l I1F1.0{'aU;IrpHUr n)N Np.IaSJa 2X WOOD BUCK 2X WOOD BUCK ZX WOOD BUCK DATE: 02.05.14 OPERABLE SILL OPERABLE SILL 401 OPERABLE AGA SILL WG.VY: Ss Y! OUTSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED INSWING/OUTSWING-NO ANCHOR REQUIRED AFCO A-117 ENDURA ZOBL4565F ENDURA HCI5000 SCALE: _NTS DWG,o:A010832A ' D OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9 SECTION OF HEAD OR IAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE.DISTANCE ARE ACHIEVED. PRF.PARED BY. h MUN LX WOOD BUCK BUILDING DROPS,INC. FUGF DIST, (OPTIONAL) SILIC.ONF. '•ax r OAm;:e(arry ec�p,ua sw SEE.7 AB, E SHEET] cauM xrco:.l sang+ Z a n V*M I SJ 49 fl+>A f a •x %%�� CONCRETE ANCHOR - inx ssnt a xse SEE TABLE ON SHEE72 •r.'(a-,•+,.( ks.oNxio,x CONCRETE/ MASONRY n , BY OTHERS % Q CONCRETE/ J / MASONRY Z / O o N a BY OTHERS C, u:W 1X WOOD BUCK .'.•,, CL I, < x N N ✓� % ��� /�. (OPTIONAL) ��. 0,25• ti4 Q m� d —♦-I--MAX. V) CONCRETE ANCHOR p Z SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS — MIN.EMBED. O w SEE TABLE SHEET 2 W Z. BEAD(TYPICAL) JAMB (TYPICAL) OPERABLE SILL ` 8 OUTSWING SHOWN-INSWING SIMILAR �) OUTSWING SHOWN-INSWING SIMILAR 'AU 1 INSWING-NO ANCHOR REQUIRED w 0tl ENDURAZAIL4565F 4 U T - SILICONE ,;� i-••-; SILICONE SILICONE SILICONE ~ _ REMARKS 8Y DATE Fed wAun.M.Uni Pofm Luck G WWle CONCRETE/ CONCRETE/ - CONCRETE./ — MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS I,NV SNALL H010(0.(vvtlWC(4M WiWtL VA V,4u( ,wiNCuftwmFN MUKN"Of OV'lNrv4 Wtl;S,.N[ 1,wppi WNG N;CmLxlU;G,Gn GiN(4 M+itlrvLSTP v^6 WC(1M+.i.,Bf.NO1 vlxinYf[Ucrvo 4 OPERABLE SILL �� OPERABLE SILL _ OPERABLE SILL -sF4,I�a 8 OUTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED $ OUTSWING-NO ANCHOR REQUIRED �Q�•.•• AFCO t-2297 RECO A-276/P-2000 AFCO H-497 •% �,••• i� O 7, , Lu O�`• (ppP. �w a. SILICONE G sRlcone SILICONE G��t~` . nr— hr—s•r, nva 1.oS�u�� ON eoa:u e. a ... v CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY � MASONRY BY OTHERS BYOTHERS BY OTHERS DATE: 02.05.14 $ OPERABLE SILL _ 9 OPERABLE SILL J, OPERABLE SILL DWG. Y• CHK.BY; 8 OUTSWING-NO ANCHOR REQUIREDOUTSWING-NO ANCHOR REQUIRED UTSWINGIINSWING-NO ANCHOR REQUIRED SS M SS AFCO `����'J/� A-117 ENDURA ZOBL4565F ENDURA HCIS000 ADA SCALE: NTS DWG.rl;A010832A I p OPTIONALLY,ANCHOR CAN RE PLACED IN NARROW SHEET: OF9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM /•� EMBEDMENT AND ECGE DISTANCE ARE ACHIEVED. yr PREPARED Ely: BILL OF MATF.RWS 20 ROCKWELL MOLT-POINT LOCK 21 HOPPE MULT-POINT LOCK ITEMa DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#209891.1 FINGER-JOINTED PINE 2 SOLID PINE O BUILDING DROPS,INC. 1 FRAME HEAD/IAMBS spa t.axv�s atnvDi.m,srz.sia LAMINATED VENEER � r xR BEnM.R3lCM LUMBER yr Ms;xYs2saa me{YS3Jxaa,a>3x COMPOSITE I 2 !NOT USED) w J Q 3 (NOT USF.A) m N h b O' ' 4 ENDURA L1tL4565F THRESHOLD w - O 5 AFCO 1-2297 THRESHOLD - p y 6 *CO A-276!P-2000 THRESHOLD - O O S a 7 AFCO H-497 THRESHOLD . O 8 AFCO A-11.7. THRESHOLD - C u 0®0 o � o � � 9 ENDURA ZOBIA565F THRESHOLD - � O O V �2 O HANDLE d 10 ENDURA 1-105000 ADA THRESHOLD - Z.Z? ° o ^— HEIGHTZ�✓ q Q N °+1n 11 WEATHERSTRIP URETHANE FOAM&r O o=� ° ® 0 kD I-- •�: POLYETHYLENE o o a w 2 1*! 12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE o O Qo O w ; HANDLE 6 13 001.LIPLITE KIT(RADIUS LITES) PLASTIC HEIGHT G d W' 14 1"O.A.16 TEMPERED NON-IMPACT GLASS O 15 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEELc - ~ L) 0 so° Q 16 CCNC.JCMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL � � REMARKS BY DATE 17 BUTT HINGE(SEE SCHEDULE SHEET 51 STEEL °P Aae auA s,u,Mub-nom,LgL 6L n47a.ft-^ 18 KWIKSET LOCK SERIES 400 STEEL os � 19 KWIKSEE DEADHOLT SERIES 780 STEEL - - O 20 ROCKWELL Ml1LTl-POINTTON60E lATCHk7322R76A 6-8 UNIT s�.vD xiniirmi ni urncmann.awiniew+re.er ROCKWELL MULTIPOINT TONGUE LATCH 0732287808.0 UNIT STEEL M1!°UI WRIFFN(fINYH„°ND�JitD'D4 UDC^S,�xC 9 0.53" wn.D<as,onxswu.•e• wrriawnc°.rra 21 HOPPE MULI-POINT HARDWARE HL59006 STEEL No 22 ODL UPUTE KIT(NI) PLASTIC 23 FLUSH GLAZING LEGFIBERGLASS O Z ",•� r ` r 24 ODL LIPLITE KIT(VENT LITES) PLASTIC —�•�-�,,��` `* '%� ��•" *r 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 0$7$4091 STEEL O ��CACI I -9 T•�• q 26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE Rfl 88783923 i ( (4STEEL LL —I2 15.65`r FRAME END�RAZAIL4565F AFCO J-2297 AFCO A-276/P-2000 —HEAD SHOOT BOLT PLATE(LH) VARIES,sEE (�DTHRESHOLD ,����''^••..r�� P�t�C�[�7�` ti BOM THRESHOLD +e �_ I ui.s Yw.n+,rr sxus COMMr sri aer.cr nvnwu•,ror+ro.ivsra f f 4.563"-- 4.56^--{ 5.G2" { 4.57" f 1.,75" DATE: 02,05.14 DWG. Y: CNK. Y- (7 AFCO H-497 THRESHOLD /o AFCO A-117 THRESHOLD / ENDURA ZOBL4565F 10 ENDURA HC15000 ADA Z6 HEAD SHOOT BOLT PLATE{RH} GL TJM SS/MSS THRESHOLD THRESHOLD I SCALE: NTS DWG.R:A010832A �� ®'� - •x_-vv�".;�.` (yJ"p- 'o SHEET: OP9 asa.S$" �� 4.62" 398 East 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 Of JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Non-Impact For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 2/7-43 Current Florida Building Code Method: I —A (Certification) Category: Exterior Doors Sub— Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Full Lite Non-Impact For use outside the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-©"X 6'-8"(Nontinal) 3'-4"X 8'-O"(Nominal) Prepared For: .ice A-1-le-NVEN. hw. S F �01 '7'7 Lakeporl- BINA, 0 Klannath falls, 0 Prepared by: -0 Hermes I"'. Nf,-Prem 111L Florida Professional Engineer# 73778 Date:09/22/2014 Contents: Evaluation Report Pages I —4 Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2014.09.26 15:18:14-04'00'