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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORt.thX ? 5 �.',i y,..t f" •r- t�. v- �'�y TF (-r^ t rti...i r; , .�. $cr r 64 ;Js�' 7-1 �k t,�«{t�} Mtn, h .. hflC y • t�'uE. �^�i.:Ii.`` ; t { ,�,.ir"i v.,>� t '� j ' �.'� ic�t ,r 'e114i�'A�,f'•v �e 'I' r �i }�"�v .•1 ;, {t ! E r . e '• t ,'' :�� ry'���'tj '1� ,rt t `t+' t �.�iSJ;��i�`'`�r,'rC' tf�!' Y+s,� F r�?f��r S�f1iJ� ' f nos per• l f 'r'�' ' a � e`. Ujr.�,{'d+l,�, r#••!��' L`j 0 � � 0 j�f,� �.ti �.4 I. r. -n'., Litt. "1G'-„t'�C':.:1 : 1SII1' TJ1.•. .- �i'Iy�F�r^?' j�,t(y,•:pp ry,�e;�t.�,1�=�ir h: "µ�"{r,st'�'"ii:::.. 't�yC�C•t, ,�,���' � �� � _ - i:.�'r•�'n' .•'atd�('r:.F:i 'i��'D t�4'H' .}tila��sZ�-:`=:t•��'�.r 'L`.�!•:�-s::.ix�.'_•1 ,id��c tt<fLi7 "'crrft'b�•n• � � � :i Fl0lidpC att TI tE BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines i;5 Professi cal `SP Product Approval USER: Public User Rui�$ibn Product Ana royaI Menu > Product or Application Search > Application Ust > Application Detail iw `- er,IIJ FL# FL11136-R3 Application Type Revision Code Version 2014 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 Product Manufacturer Add ress/Phone/ Erra it Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email - Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved JELD-WEN 3737 Lakeport Blvd idarrath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Kaede McLaughlin fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. bamath Falls, OR 97601 (800) 535-3936 custorrL-rserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 r F,1 4 k ` a.� . f4 � 4•, �. �� F 99 , Ari i Method 1 Option A 05/15/2015 06/02/2015 06/06/2015 Summary of Producd- FL # Model, Number or Name i Descriptiv.. 11136.1 Contours Steel, Steel Edge 3'-0" x 6'-8", Opaque, Single Door, Inswing Limits of Use i Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R3 C CAC NI011235-RI Certiflcte. odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2016 Design Pressure: +80/-80 Installation Instructions Other: FL11136 R3 II DC9970-1 Installation. odf I Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports ' FL11136 R3 AE PER3389.odf Created by Independent Third Party: Yes 11136.2 I Contours Steel, Steel Edge 3'-0" x V-8", Opaque, Single Door, Outswing Limits of Use [ Certification Agency Certificate Approved for use in HVHZ: Yes ! FL11136 R3 C CAC 1\1I011233-R1 Certificate.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes i 08/31/2016 Design Pressure: +80/-80 Installation Instructions Other: FL11136 R3 II OC9970 Installation.odF Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports' FL11136 R3 AE PER3390.Odf 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 R3 C CAC NI011232-R1 Certificatepdf Approved for use outside HVHZ: Yes { Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2016 Design Pressure: +61/-65 Installation Instructions Other: FL11136 R3 II DC9970-1 Installation. odf i Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports i FL11136 R3 AE PER3389.odf 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 j Approved for use in HVHZ: Yes FL11136 R3 C CAC NI011232-R1 Certificate. odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: Yes 08/31/2016 Design Pressure: +61/-65 i Installation Instructions Other. FL11136 R3 II DC9970 Instaliation.odF Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports i FL11136 R3 AE PER3390.odf Created by Independent Third Party: Yes 111136.5 I Contours Steel, Steel Edge . 3'-0" x 7-0", Opaque, Single Door, Inswing i I Limits of Use Approved for use in HVHZ: Yes ! Approved for use outside HVHZ: Yes I Impact Resistant: Yes Design Pressure: +66/-66 Other: Certification Agency Certificate FL11136 R3 C CAC NI011401-R1 Certificate. odf Quality Assurance Contract Expiration Date 10/31/2020 Installation Instructions FL11136 R3 II A008267-FL Installation. odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R3 AE PER3399.odf Created by Independent Third Party: Yes 111136.6 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque, Single Door, Outswing i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R3 C CAC NI011401.02-Ri CertiF{cate.adf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date l Impact Resistant: Yes 10/31/2020 I Design Pressure: +66/-66 : Installation Instructions Other: FL11136 R3 II A008267-FL Installation.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: { Evaluation Reports ' FL11136 R3 AE PER3399.odf Created by Independent Third Party: Yes 11136.7 Contours Steel, Steel Edge i 3'-0" x 7'-0", Opaque, Single Door, Inswing Limits of Use Approved for use in .,(Z: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +47/-47 Other: 11136.8 'Contours Steel, Steel Edge I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +47/-47 Other: 11136.9 Contours Steel, Steel Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other. 11136.10 Contours Steel, Steel Edge I-- .. - _ .—.. . Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes i Design Pressure: +55/-55 Other: Certificates :ency Certificate FL11136 P- 'AC NI011401 01-RI Certificate.odf Quality Assurance Contract Expiration Date 10/31/2020 Installation Instructions FL11136 R3 II A008267-FL Installation.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R3 AE PER3399.odf Created by Independent Third Party: Yes �3'-0" x 7-0", Opaque, Single Door, Outswing 4-- Certification Agency Certificate FL11136 R3 C CAC NI011401.03-R1 Certificate.odf Quality Assurance Contract Expiration Date 10/31/2020 Installation Instructions FL11136 R3 II A008267-FL Installation.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R3 AE PER3399.odf Created by Independent Third Party: Yes 3'-0" x 7'-0", Opaque, Single Door, Inswing and Outswing Certification Agency Certificate FL11136 R3 C CAC NI011573.03-R4 Certificate.I& Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL11136 R3 II A009423 Installation.pdf Verified By: National Accreditation & Management,Institute Created by Independent Third Party: Evaluation Reports FL11136 R3 AE PER3400.odf Created by Independent Third Party: Yes `3'-0" x 8'-0", Opaque, Single Door, Inswing and Outswing Certification Agency Certificate FUI136 R3 C CAC NIO11574.03-R4 Certificate.I& Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL11136 R3 II A009424 Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports F1 11136 R3 AE PER3401.odf Created by Independent Third Party: Yes 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., please click here . Product Approval Accepts: r W1q n:K9 M x'Ct11'IU''� h�.-r.� , r —i PM 'EN6 Steel STEEL. STEEL EDGE DOOR fi-6"S 6=0"SINGLE INSWING OPAQUE IMPACT DOOR 3•-1 3/4' DA CC GENERAL NOTES MAX. FRME WIDTH — O 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA 3•-1 3/4, o.a. T 0-k CO CURRENT BUILDING CODE INCLUDING "HIGH VELOCITY MAX. FME WIDTH MAX. PANEL WIDTH HURRICIWE ZONE" (FNHZ) REQUIREMENTS. 3' aL Z 0 2. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY • PANEL Y°DTM C TO TRANSFER LOADS TO THE STRUCTURE W 00 3. PRODUCT ANCHORS SHALL BEAS LISTED AND SPACED AS SHOWN A DETAILS. ANCHOR EMBEDMENT TO BASE M MATERIAL SHAD BE BEYOND WALL DRESSING OR STUCCO, O 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. ® ® LLI ¢ _ 5. DESIGN PRESSURE' RATING SHALL RE AS FOLLOWS: k M YJ � -FOR 6'8" WOOD FRAMES - SEE TABLE SHEET 1 i3 -FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1 SYSTEM WAS TESTED, FOR 2.86 LBS. WATER PRESSURE k I -..,'ER ASTM-E331. &w �W PRODUCT DOES NOT MEET THE WATER REQUIREMENTS la --- "HVHZ = w s w d 28 27 INSWING IMPACT STEEL EDGE DOOR 9.4 (Common to all lrame�conditions) A B o 0 DOOR LEAF CONSTRDCTION: rn A B o ry pZ� Face sheets- 24 go. (0.020' minimum thickness, Galvanized �� m �m O V Steel A-525 commercial quality - AKDq per ISTM 620 wiU1 V, `� �n LU 0 minimum average yield strength Fy-26.240 psi. •i N Core design: Expanded polystyrene with 1.0 to 1.25 lbs. No n� W V74 O density, by JELD-WEN. m m ti Ow J QN Penal retie Construction: Steal taco sheets glued r expanded vl DO a , W Z Polystyrene with(EPS).a with steel lop and bottom rails and J Q J steel stiles with a wood lock' block reinforcement. The hinge stile contains a MDF board for added hinge support ti O ULLI A 2 �I 1 0 aZ Frame Censlruclion (Roth Frame '[goes); The head jambs oo �� and side jambs are mortised, butted and joined using (3) A 7/8" x 2" wire staples. An aluminum adjustable inswing 1 2 a a threshold was unitilized of the sill. An optional aluminum ADA threshold is available. 5 }m 6'8" SINGLE I Hr,[NC UNIT (X) !L SiNCLE INSWINC UNIT (X) ovFnluwc N TABLE OF CONTENTS SCALE.• 112" =1'-O" SCALE:' l/i =Y' o" I -I tENrTH [9 SHT DESCRIPTION 1 _ TYPICAL ELEVATIONS &GENERAL NOTES ?� VERTICAL CROSS SECTIONS ik BM ALL_DOOR MODELS AR VIEWED L Q HORIZONTAL CROSS SECTIONS FROM THE INTFrnn_a SII1F L'— ANC OR G -LOCATIONS & DET LS o d O 5 UNIT COMPONENTS $ u7 NOTE: PRODUCT HAS NOT BEEN RATED FORI; WATER INFILTRATION. IF AUTHORITY PLANING N N p p N JURISDICTION REQUIRES THAT PRODUCT MELTS oLU 0 THIS REQUIREMENT. PRODUCT SHALL RE USED w WHEN INSTALLED AT LOCATION PROTECTED BY mNn^_a OVERHANG SVIII1I11116T, OVERHANG (011) RATIO CI 0 0 = OH LEA H � 4T IS z 1.0 S� 4`ri,• 'P HERMES F. NORERO DAie72/07/07 �= O FLORIDA P.E. N0. 73778 AS NOTED _ MD. ay: EAG TT' �0�'., ( qP,? <v� "= CHIC. ar:S. SAFFEL Digitally signed by Hermes F. Norero, P.E. '••.....•• ' �� \� DRAWING No.: Reasan:l am approving this document ,����s`S/ONA1- E�G`�,\° Drrors, nx; DC9970-1 Date: 2015.04.1009:10:29-04'00' A�/llllllll1110" Mswot u°o FDVE rA, AW r Ibn Nn zosTe SHEET 1 OF S DESIGN PRESSURE RATING • WHERE WATER INFILTRATION REDNREaENr IS NEEDED WHERE WATER WriLTRAnaN flEOUIRENENr 6 NOT NEEDED 6'8" (X) +80.Opsf -80.OpsF +BO,Opsf -80.Opsf +61.Opsf -65.Opsf +61,Opsf -65.Opsf i m N mN v ` zj �Z m\ Tr A e d N � N N r a� w v V N W \ u a b � � N D m X - ' O a im N � O � N = O O � nrri a 1 L N v. lk a' m m N o_ M\ mN o ` N � .iZ ® ® ® ® ®®®11 ® ®® ®m ®©®® I 96.0'MAX. ® ®®O 0 ® E B e m PANEL HpGHT cam ®®® PANEL HpGHT y W v STEEL, STEEL EDGE DOOR 6'-8" & 8'-0" SINGLE INSWING OPAQUE IMPACT DOOR PART OR ASSEMBLY: HORIZONTAL CROSS SECTIONS I� ZIn rn m y orrrs, N W t= y 3 Nr Z � n m m I I JELD-WEN, INC. 3737 LAKEPORT BLVD. KLAMATH FALLS, OR, 97601 PH. 541-882-3451 0 fi 9 15/16" 9 15 16"to \ 8 9/16" 8 9/16" SEE DETAIL D 6'=1 I I 7 9^ sl\ � _ M M M r I 7 9 \ in SEE DETAIL B A 7 9 B 7YP. — 6'8 lNSXNC NCLE UNIT (X) SCALE.- 1/2" =1'—O" 1 / � P m �9C: lrY: SEE DETAIL A - 6" I 1'-0 5716" 7 9 TYPI 1'-0t7i 4' 5' l'-0 3%16" 1-0ap 7 9 IYe, _ 1'-0 1'-0 g%16" SEE DETAIL B 1'-0 5716" C C NP 9 SEE DETAIL C 6- i— o -i I - ANCHORING LOCATIONS O'0" INSWING SINGLE UNIT (X) SCALE.- 1/2" =1'-0" ALL DOOR MODELS ARE VIEWFD FROM THE EXTERIOR SID -PETAIL C DETAIL D SCALE.- 3" =1'—O" SCALE,- 3" =1'—O" SEE DETAIL D I 8 +3 2' SEE DETAIL C DETAIL A o n > 0= J � m _ U�CEL ZwLL-� LuYzw 3gQ� � m YQ c� Z a3 y EC ova o w zow4 y00 o� <n ro a in t F. Z r 0 V l Y M N^ �(i• '• 'pp �p�. • •� �Z' ,`.� J�'��SS�pNAt ECG � lllllt\\\\` HERMES F. NORERO FLORIDA P.E. NO. 73778 cu�c aro�s, we ��5" uor, i iiawm rave a 2os7n OAlE:12�07 07 SCALE: AS NOTED MM. Un EAG CHtL er:S. SAFFEL DRAWING NO.: DC9970-1 SHEET 4 OF 5 L'IZ zz— /// /// 3 I I-- 2 3/16" -I Pl C JOl ED PJN SCALE.• 6" =>'-0" 2 v �I 9/16" 73 CODIPRESSION lYEATHL'RSTR/p SCALE.' 6" @PMMMSC-4ffL-Ep OOOR SW rP• 6" =1'-0" ' �. 4" N LO O O —II— 7/16" (Min) BUTT HJNGE'4x4x12 CA SCALE.- 6" =1'—O" —I 1 3/4" 1 1/4� " L J DODR TOP RAIL &SIDE STILE �8 Z� 021" MIN CALV STEED. SCALE.- 6" =P-0" 4" 1/4 1��r T 'Q A ALUMJMJAI THR SHOLD SCALE. 18 3/4" for 8'-0" DOOR 11 3/4" FOR 6'-8" DOOR 1I/4" IJEC O -1� OIA. VARIES WITH HARDWARE USED SCALE 8C ` I --0" 1 3/4 1 In� 1 3/16" 79 O TOM RAIL SCALE• 6" =1'-0" 1 23/32" 1 3/16" 0 Cb O Cb cr- I_� Q lQL N 4 9'16" w x no " Y- G THRESH�b W ^ g 2 SCALE.• 6" =1"-0" � CO Y [L c� Z 0 13iI oZo I--{ -1 3/16" II—T w z w?Q o 1 M / BOARD 1 : ao ,2.3 SCALE. 6"=1'-0•' �j al � o a 3/16" C-SINK.—I-- I DETAIL A SCALE.- 1/4" =1 '—O" .2 N T+ " n' :2 N tJ. `1t111ill7tl//t' O o o ^ ^ S F. 4 Q ' �'��C�• O �. HERMES F. NORERO OATE.72 07 07 %� ? FLORIDA P.E. NO. 73778 Ste: • , * _ y AS NOTED GwG BY. SAG ' T T O ••. C DP:; � � �Cr•'"•.......... chic. er:S. SAFFE DRAWING NO.: DC9970-1 �C� �� l���is`S10NAL E�G�lllc on m. Ra t t t t 111I1ttttt _ �9 r° isr . nve C..0 - BaG'Oa'tin sow"• 1— SHEET 5 OF 5