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Home My WebLink AboutProduct Approval Florida-Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?pa... IR BCIS Home Log In 1 User Registration Hot Topics { Submit Surcharge Stats&Facts ( Publications Contact Us t BCIS Site Map ; Links tI Search r of ida Product lApproval RECEIVE® USER Product Approval Menu>Product or Application Search>Application List>Application Detail JAN 17 2020 y� FL tt FL11136-R8 ST. Lucie County, Permitting Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 1 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing 1 Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute ;a1 . Uj Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 ® TAS 202 1994 �A■ TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11136 R8 Equiv ASTM E84 Equivalency Letter SS 2017-08-31 pdf 1 of 4 1/6/20, 15:23 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?pa... Product Approval Method Method 1 Option A Date Submitted 04/09/2019 Date Validated 04/29/2019 Date Pending FBC Approval Date Approved 05/08/2019 Summary of Products FL# Model,Number or Name Description 11136.1 Contours Steel,Steel Edge 3'-0"x 6'-8",Opaque,Single Door,Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11136 R8 C CAC N1013373.02.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2022 Design Pressure:+65/-70 Installation Instructions Other: FL11136 R8 II D015024 Contours Energy Saver SE IS OPO SS 2019-04-25.pdf Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R8 AE PER6165 SS 2019-04-25.pdf Created by Independent Third Party:Yes 11136.2 Contours Steel,Steel Edge 3-0"x 6'-8",Opaque,Single Door,Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011233-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2020 Design Pressure:+80/-80 Installation Instructions Other: FL11136 R8 II DC9970 Installation.pdf Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R8 AE PER3390.pdf Created by Independent Third Party:Yes 11136.3 Contours Steel,Steel Edge 3'-0"x 8'-0",Opaque,Single Door,Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011232-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2020 Design Pressure:+61/-65 Installation Instructions Other: FL11136 R8 II DC9970-1 Installation.pdf Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R8 AE PER3389.1)df Created by Independent Third Party:Yes 11136.4 Contours Steel,Steel Edge 3'-0"x 8'-0",Opaque,Single Door,Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011232-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2020 Design Pressure:+61/-65 Installation Instructions Other: FL11136 R8 II DC9970 Installation.pdf Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R8 AE PER3390.pdf Created by Independent Third Parry:Yes 11136.5 Contours Steel,Steel Edge 3'-0"x 7'-0",Opaque,Single Door,Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011401-R3.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2026 Design Pressure:+66/-66 Installation Instructions Other: FL11136 R8 II A008267-FL Installation.odf Verified By:National Accreditation&Management Institute Created by Independent Third Parry: 2 of 4 1/6/20, 15:23 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?pa... Evaluation Reports FL11136 R8 AE PER3399.pdf Created by Independent Third Party:Yes 11136.6 Contours Steel,Steel Edge 3'-0"x 7'-0",Opaque,Single Door,Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011401.02-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2026 Design Pressure:+66/-66 Installation Instructions Other: FL11136 R8 II A008267-FL Installation.pdf Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R8 AE PER3399.pdf Created by Independent Third Parry:Yes 11136.7 Contours Steel,Steel Edge 3'-0"x 7'-0",Opaque,Single Door,Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011401.01-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2026 Design Pressure:+47/-47 Installation Instructions Other: FL11136 RB II A008267-FL Installation.pdf Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R8 AE PER3399.pdf Created by Independent Third Party:Yes 11136.8 Contours Steel,Steel Edge 3'-0"x 7'-0%Opaque,Single Door,Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011401.03-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2026 Design Pressure:+47/-47 Installation Instructions Other: FL11136 R8 II A008267-FL Installation.pdf Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R8 AE PER3399.pdf Created by Independent Third Parry:Yes 11136.9 Contours Steel,Steel Edge 3'-0"x 7'-0",Opaque,Single Door,Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011573.03-R6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2026 Design Pressure:+70/-70 Installation Instructions Other: FL11136 R8 II A009423 Installation.pdf Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R8 AE PER3400.pdf Created by Independent Third Parry:Yes 11136.10 Contours Steel,Steel Edge 3'-0"x 8'-0",Opaque,Single Door,Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11136 R8 C CAC N1011574.03-R6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2026 Design Pressure:+55/-55 Installation Instructions Other: FL11136 R8 II A009424 Installation.pdf Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R8 AE PER3401.pdf Created by Independent Third Party:Yes Back Next 3 of 4 1/6/20, 15:23 Florida Building Code Online https:Hfloridabuilding.org/pr/pr__app_dtl.aspx?pa... Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAIEEO employer.CODyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not wantyour 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: ® e0iiR O Credit Card Safe 4 of 4 1/6/20, 15:23 NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: N1011233-112 $d�xs rn ,�1 P '"+ 3737 Lakesport Drive Certification Date: 118/14/2012 Klamath Falls,OR 97601 Expiration Date: 08/31/2020 Revision Date; 05/16/2016 Product: Contours Steel Opaque Steel Edged Door(w/Wood Frame) �v �o tttrz�'� Specification: PA 201-94/202-94/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Opaque 3'2"x 6'10" +80/-80 2.86 psf Yes CrLA650w Single Max Panel Size:3'0"x 6'8" w/Kwiksct 700 Latch&Deadbolt&ADA Threshold Qualifies Configurations:X X O/S Opaque 3'2"x 6'10" +80/-80 12.0 psf Yes CrLA65ow Single Max Panel Size:3'0"x 6'8" w/Kw ikset 700 Latch&Deadholt&Endura 4566A Threshold Qualifies Configurations:X X I/S Opaque 3'2"x 6'10" +80/-80 2.86 psf Yes CrLA65oW Single Max Panel Size:3'0"x 6'8" w/Kwiksct 700 Latch&Deadbolt&ADAThreshold Qualifies Configurations:X X O/S Opaque 37"x 6'10" +80/-80 12.0 psf Yes CTLA65OW Single w/Yale Heritage latch&Deadbolt&Endura 4566A Thn:shold Qualifies Configurations:X X O/S Opaque 3'2"x 6'10" +80/-80 12.0 psf Yes CI'LA650N Single Max Panel Size:3'0"x 6'8" w/Kwikset 700 latch&Dcadholt&Imperial High Dam Threshold Qualifies Configurations:X National Accreditation&Management Institute,IncJ4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 NAMI AUTHORIZED SIGNATURE: JELDIV'EN® Steel STEEL,STEEL EDGE DOOR 6'-8"&8'-0"SINGLE OUTSWING OPAQUE IMPACT DOOR S-1 3/4' OA GENERAL NOTES —MAX. FRAME WIDTH 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA 3' OA CURRENT BUILDING CODE INCLUDING "HIGH VELOCITY MAX. PANEL WIDTH HURRICANE ZONE" (HVHZ) REQUIREMENTS. 3'-t 3/a' D.A. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY MAX. FRAME WIDTH— TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED 3' OA AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MAX. PANEL WIDTH MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: -FOR 6'8" WOOD FRAMES - SEE TABLE SHEET 1 -FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1 F,7 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE _ AS PER ASTM-E331. 7. SEE DESIGN PRESSURE TABLE & NOTES BELOW REGARDING _ WATER INFILTRATION REQUIREMENTS, _ _ a W n OUTSWING IMPACT STEEL EDGE DOOR 2 27 [[A ' (Common to all frame conditions) 2$ 0 DOOR LEAF CONSTRUCTION: A B m Face sheets: 24 go. (0.020") minimum thickness, Galvanized A B o o Steel A-525 commercial quality - AKDQ per ASTM 620 with r. minimum average yield strength Fy=26,240 psi. m o m Core design: Expanded polystyrene with 1.0 to 1.25 lbs. m density, by JELD-WEN. I i io � m Panel Construction: Steel face sheets glued to expanded O polystyrene (EPS), with steel top and bottom rails and m steel stiles with a wood lock block reinforcement. The hinge stile contains a MDF board for added hinge support. Frome Construction (Both Frame Types): The head jombs and side jambs are mortised, butted and joined using (3) A B A B 7/8" x 2" wire staples. An bumper threshold OUTSWING threshold was unitilized at the sill. An optional aluminum ADA threshold is available. 6'8" SINCLE OUTSWINC UNIT (X) 8'0" SINGLE OUTSWINC UNIT (X) TABLE OF CONTENTS SCALE.- 1/2" =P-0" SCALE.' 112" =1'-0" SHT # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES ALL DOOR MODELS ARE VIEWED 2 VERTICAL CROSS SECTIONS & BOM FROM THE EXTERIOR SIDE 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS & DETAILS 5 UNIT COMPONENTS *NOTE: PRODUCT HAS NOT BEEN R WATER INFILTRATION UNLESS USING IF AUTHORITY HAVING JURISDICTION THAT PRODUCT MEETS THIS REQUIR DESIGN PRESSURE RATING PRODUCT SHALL BE USED WHEN IN AT LOCATION, BY OVOH NOTE: USE OF ITEM f 1 MEETS WATER THAT OV N- OH INFILTRATION REQUIREOENTS UP TO A DESIGN • WHERE WATER INFILTRATION WHERE WATER INFILTRATION OH HI(�PI P.O. 0 PRESSURE OF +70 PSF (UNLESS VALUES IN REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED DESIGN PRESSURE TABLE TO RIGHT GOVERN) �`-Z;:' � �O N 6'8" (X) +70.Opsf —SO.Opsf +80.Opsf —80.Opsf * : ? � o . TAT rr 8'0" (X) +61.Opsf —65.Opsf +61.Opsf —65.0 -psf ��0 / .( pQ,;`R�44j a 2 1/2" MIN. EMBED. I1 1/4" MIN. LEM DESCRIPTION 3/4" MIN. iv m EMBED 1 LATCH JAMB 1 1/4" x 4 9/16" PONDEROSA FINGER JO EDGE DIST. w xY 9 Y 2 HINGE JAMB 1 1/4" x 4 9/16" PONEROSA FINGER JOIN 3 HEAD JAMB 1 1/4" x 4 6/16" PONDERSOA FINGER JOII Z4 4" x 4" BUTT HINGE 12 a. .097" HAGER 31 7 31 a GQ e..v 4 5 9 X 1" PFH WOOD SCREW HINGE TO DOOR 32 iN 32 9 x 3 4" PFH WOOD SCREW HINGE TO DOOR 1 7 #8 PFH WOOD SCREW WITH 1.15 MIN. EMB. INTO SUB-8 3 3 8 #10 x 2" PFH WOOD SCREW 9 3 16" ITW TAPCON MIN. EMBEDMENT 1 1 4" INTO MASC 10 ADA EXT. ALUMINUM THRESHOLD MODEL 6063-T5 11 OUTSWING HIGH DAM THRESHOLD 1.75" x 5.25" SEE DETAIL A SEE DETAIL A 12 OUTSWING BUMPER THRESHOLD 1.0" x 4.625" ' ON SHEET 5 ON SHEET 5 13 ICOMPRESSION WEATHERSTRIP SCHLEGEL Q-LON QDS 650 1813 18 13 14 1#12 x 3" PFH WOOD SCREW 1 #9 x 1" PFH WOOD SCREW 16 FACE SHEET 24GA. .020" THK. MIN. GALVANIZED STEEL 17 #8 x 2" PFH WOOD SCREW ,.'.j•'. ~' 18 TOP RAIL 1.73" x 1.21" x 0.021" THK 26 C 26 C 19 BOTTOM RAIL 1.73" x 1.21" x 0.021" THK 20 SIDE STILES 1.73" x 1.21" x 0.021" THK 16 cn v> 16 V) vii 21 WOOD LOCK BLOCK 1.67" x 3.0" x 18.75" Z) D D :3 22 STRIKE PLATE o 00 00 o 23 MDF BOARD m 00rn ao 24 0.50" x 1.69" DOOR BOTTOM SWEEP 00 00 00 00 25 WOOD LOCK BLOCK to Un Ln U) 26 EXPANDED POLYSTYRENE1.0 to 1.25 Ib. DENSITY BY Ji 000 `: r� o ao r� 27 KWIKSET TITAN SERIES LATCH & DEADBOLT 200 & #66 I I ro I I °p 28 KWIKSET TITAN SERIES LATCH & DEADBOLT 700 °0 �o p O II II °0 f° p II II 29 LATCH SCREWS 8 x 1 1 2' PFH WOOD SCREW w - __ Ll - - 30 NOT USED 0 0 F � a0 0j c� 0 � Ll 01 �1 31 2X WOOD BUCK _ = W Z iD a0 == w to 00 32 1/4- MAX. COMPRESSION SHIM 33 16 GA. 7/16' CROWN x 2" LONG STAPLES z z m m a 0_ 26 16 W W X y W W < � o a o Li Of 00 a d xxx x W .' z 24 26 0 0 26 0 0 5'..•:' a o 19 19 z ' a C-4 m 't. 13 11 oW 9 13 12 �m 2 1/2" MIN. z W EDGE DIST. i VERTICAL CROSO I ION TYF CONCRET \ 1, N�� SCAB 31 3/4" MIN. �I 7 1 1/4" MIN. 9 `�— EDGE DIST. EDGE DIST. EMBED 37 3/4" MAX. FRAME WIDTH 31 32 22 36" MAX PANEL WIDTH 32 31 17 20 21 25 EX I TERIO 23 8 01 SEE DETAIL A-"'� 13 INTERIOR ON SHEET5 27 2 1 1 1/4- 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMB. 1 1/2" MIN. EMS.- L HO)UZONTAL CROSS SECTION TYP, \,AWOOD INSTALLATION SCALE: 3" =f'-O- 37 3/4- MAX. FRAME WIDTH ----I- 36" MAX. PANEL WIDTH 36" MAX PANEL WIDTH 32 31 31 17 A 22 21 25 EXTERIOR4 8 9. 20 23 5 9 1313 013 �� 130 16 62 O� 2 1/2" MIN. SEE DETAIL A IN 26 26 13 2 1/2" MIN. EDGE DIST. ON SHEET 5 v EDGE DIST. El 03 7 2013 �-1 1/4" 1/4" MAX. SHIM SPACE 1/4" MIN. EMBK-Dl MIN. EMB. K E 1 HORIZONTAL CROSS SECTION TYP. \,3 CONCRETE INSTALLATION SCALE- 3" =/'-O" S . 0 Z -10S SEE DETAIL SEE DETAIL A 8 9/16" 8 9/16" 6, SEE DETAIL D 4 7 Og 6' -1 6"---17 + 1'-0 1/ " P. 9 1F16 7 9 1'-0 1/4" 4' 5 2'-2" t LYS \ M U')9 1 ,.� ^ 1'-0 1/4" 00 I N 9 1,'/16- -04/4 7 9 2' \ 1' 9 1 /16" 7 9` TM _ T,P _ j 1'-0 9 1 1/16" "' 9 1 /16" SEE DETAIL B - B 1'-0 1/4" SEE DETAIL 8 2'-2" A 9 1 /16" A 7 9 Q 1'-0 1/4" C 7 9 C TYR !T- 6'=-{ 6" SEE DETAIL C 6' -� 6 {-- SEE DETAIL ANCHORING LOCATIONS ANCHORING LOCATIONS 6'8" OUTSWINC SINGLE UNIT (X) 8'0" OUTSWINC SINGLE UNIT (X) SCALE.- 112" =1'-0" ALL DOOR MODELS ARE VIEWED SCALE.- 112" =1'-0" FROM THE INTERIOR SIDE 3 3 2 2 6 6 ® 14 12 �S1IF 8 17 33 _ * N 7 TT � 0 � DETAIL A DETAIL B DETAIL C DETAIL D �'••� OP 4" I 3/4., N O O 4" 0 0 2 1/4" �-- 2 3/16" -1 �!_ 1/2"/ " OUTSWI C HIGH (D=ffSCALE- 1/16" (Min) T- SCALE.• 6" WOO MB FINGERJOINTED PIE INGE 4s4a>2 CA. /n A AL IM1M THRESHOLD SCALE. 6" =>'-0" 6" =>'-0" SCALE 6" =>'-0" z 3 @=SCALE.- BU�i6" �-� 9/16" —{ 1 3/4" 1 3/4" �- � r �� I�1 3/16" —� 1 3/16" 1 1/8- F 73 COMPRESSION IYEATHERSTRIPI oY �n�U00R TOP RAIL & SIDE STILE '9 O @SCALSCALE. 6 => -0" SCALE. 6" =>'-0SCALE. 6" =>'-0" E 6" =>'-G 18 /4for DOOR 11 3/4"" 6'-8 FOR 6'-8" DOOR 1 23/32" 1 3/16{ 4 1/4" T— \ 3/16" C-SINK: 3" L( I I I �� \ DIA. VARIES WITH HARDWARE USED 2 4 VINYL BOTTOM DOOR SWEEP 2' 2 LOCK BLOCK DETAIL A y SCALE.- 6" =P-0" SCALE.• 3" =1'-0" SCALE. >/ * 7 _ _ 398 E.Dania Beach.Blvd BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach,FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN,inc. Steel, Steel Edge Door 6'-8" and 8'-0" Single Outswing Opaque Impact Door for Florida Product Approval Deport No. 3390 Current Florida Building Code Method: 1—A(Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Steel,Steel Edge Door Material: Steel/Wood Product Dimensions: 37-3/4"X 97-5/8"(Afaxintuin) Prepared For: JELD-WEN,inc. 3737 Lakeport Blvd. Klamath Falls, OR.97601 j"S'FfitO.1.1.1 Prepared by: �Q-, . Hermes F. Norero, P.E. O Florida Professional Engineer#737787 -' Date:04/19/2015 -o •_ T T tr Contents i�0 Evaluation Report Pages I—4 � ReasonAAkU- lyl signed bam y Hermes F.Norero,ving document ''' s�O lil Date:2015.04.10097:11-04'00' Hermes F.Norero,P.E. Florida No.73778 'BUILDING DROPS A Perfect Solution in Every Drop Date: 04/19/2015 Certificate of Authorization:29578 Report No: 3390 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: Steel,Steel Edge Door 37-3/4"X 97-5/8"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)forJELD-WEN,inc. based on Method la of the State of Florida Product Approval,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 Florida Building Code. See Installation Instructions DC9970,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 Florida Building Code, including 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. 4. Site conditions that deviate from the details of drawing DC9970 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions DC9970 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: 04/19/2015 Certificate of Authorization:29578 Report No: 3390 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: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA455W, Report Date:10/11/1999 Report#:CTLA650W, Report Date:01/03/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) 3. Material Testing for'Dylite'EPS Core performed by Intertek ETL Semko: ASTM E 84-05 Report#: 3113726SAT-001 Date:02/05/07 Equivalence of Test Standard(s): The following test standards have been evaluated for differences in test methodology,if any,between the edition(s)of the test standard(s)listed below and those edition(s)referenced in the current Florida Building Code.The manufacturer has tested their products to the following test standard edition(s): 1) ASTM E84-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC,including HVHZ provisions. Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 ' BUILDING DROPS A Perfect Solution in Every Drop Date: 0 Certificate of Authorization:29578 Report Noo:: 3 3390 015 3 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#8 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(DC9970)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Rating 6'8 Doors(X) Positive 80 PSF12 Negative 80 PSF12 8'0 Doors(X) Positive 61 PSFt2 Negative 65 PSF12 1. Product has not been rated for water infiltration unless High Dam Threshold is used Item it .If authority having jurisdiction requires that product meets this requirement,product shall use this threshold or be installed at a location protected by overhang such that overhang(OH)ratio=OH length/OH height is>1.0. 2. Use of High Dam Threshold(Item 11)meets water infiltration requirements up to a design pressure of+70 PSF unless values in design pressure table above govern. Hermes F.Norero,P.E. Florida No.73778 Page 4 of 4