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HomeMy WebLinkAboutProduct Approval-Door-FL14569-R8 01/09/2018-12:07pm intem1 V:\Projects\_Master Plan Sheet Store\Windows-DoorsShutters1400 Wind Charts\_Reference12017 Windload Charts References\2017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH s 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ON Kd=0.85 ENCLOSED STRUCTURE,FLAT MRH=MEAN ROOF HEIGHT INTERIOR ZONEE4 PRESSURES EXTERIOR ZONES PRESSURES (SEE BELOW) 4 INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSF)-ZONE 4 c, Mean DESIGN PRESSURES(PSF)-ZO E 5 �1 1IDENTIFY THE ZONE OF THE OPENING A5*INTERIOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE Roof Tributary Area(Sq FLr� _ •-._,� ,2'R f Tributary Area(Sq Ft)(,_12 BELOW LEFT OR INFORMATION PROVIDED TOYOU•BY-QTHERS. - ,/ 1.1. ANY QUESTIONABL OPERING;IS-TO BE•CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE Hei:ht 10 20' 30 40 50 1 -'0eight 10 20 30 40 50 5. 2. IDENTIFY THE BUILDING MEA AVERAG OYJF,HEI T FROM THE LOWEST GROUND ELEVATION.IF -41.0 -39.3 -38.3 -37.6' 37 0+� -- // -50.6 -47.2 -45.2 -43.8 -42.7 MEAN ROOF HEIGHT CANNbT,BEIDENTIFI D USE,TH PEAK(HIGHEST)ROOF HEIGHT. 0-15 g 16 -i-`d� 15 ft - 2.1. ALWAYS ROUND UP ROOF HEIGHT TO NEXT TABLE VALUE. +37.8 +36.1 +35,1 +34.4 +33 8.. +37.8 +36.1 +35.1 +34.4 +33.8 /�2. VALID FOR ALL ROOF SLOES FO LOP ,./. ?SEE AN ENGINEER FOR REDUCTIONS. -42.6 -40.8 -39.8 39.1`.-"'=38.5"-`�. v'' -52.6 -49.0 -47.0 -45.5 -44.4 \j•/CALCULATE THE TRIBUTARY-AREA�OF:THE OP EN1NOTN•QUESTION AS THE GREATER OF(HEIGHT" �-1 I H)OR THE SPAN LENGTH(HEIGHT)`•_AN EFFECTIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT 2/3). 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 3.1. USE THE AREA BETWEEN STRUCTURAL-OPENINGS ONLY-HIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. 20 ft -43.6 -41.7 -40.7 -39.9 -39.4 20 ft -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +40.2 +38.3 +37.3 +36.5 +36.0 +40.2 +38.3 +37.3 +36.5 +36.0 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft READ OFF POSITIVE AND+42.1 +40.2 +39.1 +38.3 +37.7 IN ACCORDANCE ITH CODE,NEGATNE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF -47.4 -45.5 -44.3 -43.5 -42.9 -58.6 -54.6 -52.3 -50.7 49.4._ 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +41.8 +40.6 -r.-e9.8- +39.2 +, GENERAL NOTES: -49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56.4 -54.0 -52:3;""'57.0 °'`. -1'-'11/TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft IL ,/SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 +4'1'1 •top 5 .DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft -50.4 -48.3 -47.1 -46.2 -45.5 40 ft -62.2 -58.0 -55.6 fl O 8 512.5 ` \2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF HIS RATING.FIND CATEGORY TO MATCH OR BE LESS +46.5 +44.4 +43.1 +42.3 +41.6 +46.5 +44.4 +43.1 -4 1.6 ti THAN THE RATED LIMITING WIND VELOCITY ABOVE. _'4-Y= TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 <253:$L 4.INERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 5. HVHZ USE OF Kd HIGH VELOCITY HURRICANEDIRECTIONALITY ZONE. WITH LOCAL BUILDING DEPARTMENT. ZONE 6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 50 ft -52.8 -50.6 -49.3 -48.4 -47.7 50 ft -65.2 -60.8 -58.3 -56.4 -55.0 7.THIS DOCUMENT ISA MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. +48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +46.5 +45.2 +44.3 +43.6 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -53.9 -51.7 -50.3 -49.4 -48.7 -66.5 -62.1 -59.4 -57.6 -56.1 9.HIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 55 ft CORRESPONDINGTABLES AND &OTHER COEFFICIENTS HEREIN SHALL BE +49.7 +47.4 +46.1 +45.2 +44.5 55 ft +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED AND VEIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR 60 ft -54.9 -52.6 -51.3 -50.3_---49.6Z t -67.8 -63.2 -60.5 -58.6 -57.2 APPLICABILITY1 . IS SPECIFICATION THE USE DOESF THESE TABLES IS/OFFERED Y.lRbDUC HEREIN. ' r- 10. THIS NOT�OFFER ANY PRODU APPROVED CERTIFICATION. REFER TO ANY SEPARATELY +50.6 +48.3 +47.0 +46.QJ 1+45 3- /� +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTHER ?PROVES FOR-DESIGN,tNSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TIO'BE VERIFIED^BYTHERS'iNcACCORDANCE WITH GOVERNING CODES. I 1- 11. ADHERE TO ALL LOCAL IMPACT PROTECTIOWSYSTEM ORDINANCES. �.- f 12. NO CERTIFICATION IS OFFERED IFOR.TREl1NTEGRITY OF;HE HOST STRUCTURE x., k .P1 13. EXCEPT AS EXPRESSLY PROVIDED;HEREIN,N'0 ADDITIONAL'iCERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE() EXTERIOR ZONE()= ROOF`HEtGHT EXPLAINED LEAST HORIZONTAL c m m m z ut o m m-i~=1{m 0 2"--.1,-,.,-,4,7%-.0,,, , I DIMENSION rn I'-.m G1 z m O0 ,Nt[�- a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF ME1AN ROOF PEAK ROOF z o z C 3` z'T� O HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT © © ±m o m o 3 71 x x -DH w m rn X 7I D HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. \ -,,o a D i.0 s.m 1e c 2 w 01 Z O CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN © ® rn N -i F'' .Do,m Z ., r�T1 O ROOF moz., DZmcn 3 '-"� REQUIRED. MEAN EAVE HEIGHT m A-z m re-ix D C m O M nor ya aay ROOF ROOF \ '�VnDD2v'OD2m0) iOH > I ' Z cm Z61rGlOrA n HEIGHT HEIGHT N D o C m 0[1„G� H i..c S (� co 1--1 zI- p0-I0Z ZZm m O QO © ocn m' r» >G1mDmrrI D O O -H'azoA-2.6.FD7mor�-i O C z (n 0 ® © /� ® ® v'a PLAN VIEWCD G>>-iz-Ii l D�Am m 0 O D a �Q5 COMPLEX orn Nma=�mmr Z T r t ISOMETRIC CORNERS ELEVATION a-i�a © 50 x¢° �'v m c' -n -I "v -‹ to 8 REMARKS DRWN CHKD DATE '� ` m # ti o g INITISSUE GSS TSB 03/05/12 6TH EDITION FLORIDA BUILDING CODE ENGINEERING `No�` 0 o _ m 3 i REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 T ' . EXPRESS® - i z REV 2014 FBC DGM TSB 06/10/15 o f : N ( E UPDATES,2017FBC FLB FLB 12/17 ASCE 7-10,CHAPTER 30 CORPORATE OFFICE: Z �m z m 160 SW 12th AVENUE, SUITE 106 ._ z I� m - DESIGN LOADS FOR COMPONENTS&CLADDING m m A DEERFIELD BEACH, FL 33442 o v a I -- 50 1) cai THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 rg T ,o LIN o AND SHALL NOT BE REPRODUCED IN WHOLE 0R PART WITHOUT CERT OF AUTH#9885 z v O 8 _ -p >. WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE 7 1 E:HELLO@ENGINEERINGEXPRESS.COM -a (AI (J PERM TED AND INVALIDITIONS,OR OTHER D OUR CERTIFICATION INGS TO THIS DOCUMENT ARE NOT ASCE / 1 O y? m 4CO m o ENGINEERINGEXPRESS.COM 0 / - ,` y 3- { s� r rr a .:,vx"" J111111 Trip }^. ��i'�. $ I, i._._._-.' - .. ..�_._._._...�..__.�m._._.,. ..,..___ �.^ ....__ - - �" � ,�., �� .:,»6�i•. �:;.Sa�,.-,'.,. :T.x..4r.._,.1�14-� fi� �'� `�''-`�"y� BCIS Home Log In 1 User Registration Hot Topics I Submit Surcharge ' Stats&Facts Publications ( FBC Staff BCIS Site Map Links Search Florida lidlAs Product Approval �i �°°^ USER:Public User , i .. Product Approval Menu>product or Application Search>Aoolication List>Application Detail FL# FL14569-R9 ! t Application Type Revision ' ' • .$ Code Version 2017 II; 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 JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com - Technical Representative JELD-WEN Corporate Customer Service • Address/Phone/Email 3737 Lakeport Blvd. i l Klamath Falls, OR 97601 (800) 535-3936 I" customerserviceagents@jeld-wen.com iii Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies � I Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute • Validated By National Accreditation&Management Institute � }l I ? i Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards • Certified By Florida Licensed Professional Engineer or Architect FL14569 R9 Eauiv ASTM E84 Equivalency Letter SS 2017-08-31.odf L 1 i Product Approval Method Method 1 Option A Date Submitted 10/02/2017 ;` . ' Date Validated 10/03/2017 Date Pending FBC Approval I Date Approved 10/11/2017 Summary of Products . FL# Model, Number.or Name Description 14569.1 Contours Steel,Wood Edge Full Lite Door, Outswing, 6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R9 C CAC NI006255-R7 Certificate,pdf Approved for use outside HVHZ:Yes pp Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 • Design Pressure: +60/-60 Installation Instructions • r Other: Product must be installed per manufacturer FL14569 R9 II 3W0509-03 Installation.pdf instructions as stated on drawing JW0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3392.pdf �Craatarl by inrjpnanrlant Third Party• Yac 14569.2 Contours Steel,Wood Edge Full Lite Door, Inswing, 6'-0"x 6'-8" I . Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R9 C CAC NI006255.02-R3 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions Other: FL14569 R9 II 3W0509-04 Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes s a Evaluation Reports FL14569 R9 AE PER3393,pdf Created by Independent Third Party: Yes '_ - 1 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0"x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R9 C CAC NI006254-R5 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other: FL14569 R9 II 3W0509-01 SS 2015-07-02,odf Verified By: Hermes Norero 73778 { .r Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3391,odf • ! Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/or w/o Implact&Non- Impact Rated Glazed Sidelites, 12'-0" x 6'-8" Limits of Use Certification Agency Certificate - , Approved for use in HVHZ:Yes Fl 14569 R9 C CAC NI011067 N1011062,01 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date s j Impact Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: i FL14569 R9 II JW032012FL Installatian.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3321,pdf Created by Independent Third Party: Yes f i 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact&Non- Impact Rated Glazed Sidelites, 8'-4"x 8'-0" I Limits of Use j Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R9 C CAC NI011061-R1 Certificate,pdf ,-, K'' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R9 II JW072012FL Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes; Evaluation Reports { FL14569 R9 AE PER3322.odf Created by Independent Third Party: Yes 14569.6 Contours Steel, Wood Edge Opaque Door, Outswing,w/or w/o Sidelite, 8'-11" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R9 C CAC NI011082 R1 Certificate, df PP P Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other: FL14569 R9 II 5-2104 Installation,Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3398.Ddf Created by Independent Third Party: Yes 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/or w/out Sidelites, 8'-11"x 8'-0" Limits of Use Certification Agency Certificate f Approved for use in HVHZ:Yes FL14569 R9 C CAC NI011096-R1-NI011096.01- Approved for use outside HVHZ:Yes R1 Certificate.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date' Design Pressure: N/A 08/31/2019 Other: Installation Instructions FL14569 R9 II S-2108-01.Ddf I ; Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports { FL14569 R9 AE PER3832.pdf Created by Independent Third Party: Yes } Ba'4 111e t Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 r, � 1 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 I 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 4_° 3 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. I I Product Approval Accepts: �.,.,.:: OrM, ct'heck �• , •� Credit Card Safe " securityMETRTcs- NOTICE OF PRODUCT CERTIFICATION im pCEF71,i0.4)E: , , �c,Q�`,?' ` �L�Re°rai. CERTIFICATION NO: NI006255.02-R3 '.' 'r' `� , DATE: 06/23/2011 1 N M I ;i CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN , ) f r f,,SfF.vT v:S CODE: 104-3 %pi oiCW REVISION DATE: 05/05/2015 To verify that the"Notice of Product Certification"is valid,please visit wI IN.NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood- Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing:IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/0.090" Solutia Interlayer/1/8"! Annealed Glass I Frame: W-1880mm(74") H-2083mm(82") Panel: W-927mm(36.5") H-2013mm(79.25") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 In-Swing(US)Design Pressure: +60/-65 psf US Water Resistance Test Pressure: 137 Pa(2.86 psf) Out-Swing(O/S)Design Pressure: +65/-60 psf 0/S Water Resistance Test Pressure:467 Pa(9.75 psf) Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1/SJW2011-050/W-1486/W-1556/W-1564 Expiration Date: June 30, 2019 Administrator's Signature: .>140 NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 JELDWEN® Steel CONTOURS STEEL DOOR,WOOD EDGE 6-8 INSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT 74" MAX. OVERALL •a-o o' of UTILIZING COMPONENTS FROM ODL°INC.AND 37 1/2 MAX. FRAME WIDTH c ENDURA PRODUCTS INC. FRAME WIDTH r O m o co a 36 1/2'7' MAX. m 35 3/4 MAX. PANEL WIDTH — O o -m u87 PANEL WIDTH W/ASTRAGAL an co cO GENERAL NOTES 3 CO 4-:c7- 1 1 O CO to to Ar-LI ---- 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING I1 I �� - - xr..... _ . d u. - CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH / -- ra THE FOLLOWING: TAS 201-94 = 20 1/2" ,I 20 1/2" I = Y co TAS 202-94 d C� MAX. MAX. TAS 203.94 = o = c~9 I D.L.O. D.L.O. ��I o = 2.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER w �' 20M 2" _ -J rfs • < w INACTIVE ACTIVE a LU LOADS TO THE STRUCTURE. a 2 a- O F- a I• D.L.O. , / , m L-`a OPP. .II _ © • _ ', u-i O- 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. © • r'' © \ a . V. , © 1...- , © O LU= ANCHOR STUEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 0 I I Q N 4 © li 0 N O n IY OR4.DESIGNED PRESSURE RATING SEE TABLE I,PAGE 1. 0 / 0 m `* /� / v O O 5.THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR HIGH N ® \ iv cb C) VELOCITY HURRICANE ZONE(HVHZ) co Os °O O d Z 6.PRODUCT REQUIRES PROTECTIVE COVERING IN ACCORDANCE TO THE FBC IN O m 0 HVHZ L__ _ -1 0 0} Q W " ��Ow wZ RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Al --------I I -=- I ? N J DOOR LEAF CONSTRUCTION: ABO A B Elk agA0co- 0 U w Face sheets: 24 GA(0.021"min)thickness.Galvanized steel A-525 ©0 ©0 ©0 0 commercial quality AKDQ per ASTM 620 with average minimum yield cc z % strength Fy(ave)=30627 psi. REF ASTRAGAL BOLT ITEM #12 a a Core Design: Expanded polystyrene with 1.0 to 1.25 lbs density,by Jeld-Wen Inc. SINGLE INSWING UNIT (X) DOUBLE INSWING UNIT (XX) 0w m Panel Construction: The active and inactive panels are constructed from 24 GA SCALE. 1/2" =>'-O" SCALE: 1/2" =1"-0" g 8o (0.021"min)galvanized steel.The face sheets at top and bottom are bent 90°over m O c0 0 O the top and bottom rails.The top p rail measures 1.0"high x 1.688"wide.The steel ALL DOOR MODELS ARE VIEWED Z En 30 Flu)Flu)bottom rail measures 1.21"hi h x 1.688"wide.The sides of the face sheets are roll FROM THE INTERIOR SIDE formed into the latch and hinge stiles which measure 1.00"high x 1.688"wide.The OCC 0 Et CC interior cavity is filled with expanded polystyrene.The face sheets are glued to the ~- 0-I-I2 expanded polystyrene.The panels are cut out for the two-piece ODL Aluminum TABLE I DESIGN PRESSURE RATING o O M C ALLEN frame.Units are glazed with tempered and laminated impact 1"IG.On j WHERE WATER INFILTRATION WHERE WATER INFILTRATION =Z'-'ZZ U REQUIREMENT IS NOT NEEDED OR F W OLA W6 double door applications the inactive door is fitted with an extruded aluminum REQUIREMENT IS NEEDED. PROTECT •• •VERHANG.* NOTES: 'D cD-cD cD Q astragal of 6063-T5 alloy,manufactured by Endura. POSITIVE NOT APPROVED .60.0 PSF 1 - ALL VIEWS FROM INTERIOR. Frame Construction: The frames are constructed of fingerjointed pine jambs NEGATIVE NOT APPROVED .65.0PSF 2 - FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN ._ o o.w measuring 4-9/16"x 1-1/4".The head jambs are mortised and butt joined to MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. o Nor`F- the side jambs,and attached with three(3)16GA 7/16"crown x 2"long * Unit shall be installed at location protected by overhang such that 3 - FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN cv����o staples on each side.The threshhold is attached to the side jambs with overhang ratio(OH)=OH length/OH height greater than 1.0 MASONRY/CONCRETE. SEE SHWit i4i slIiI/,,,, DETAILS - ° v N three(3) 16GA 7/16"crown x 2"long staples on each side. TABLE OF CONTENTS .•`�� ES F. ,i w o O CO<o Glazing: ODL insulated file is 1"overall thickness,consisting of one(1) �. Q�e..4.70.< �s z pane of 0.125"tempered glass;0.5"air space;two(2)panes of 0.125" SHEET# DESCRIPTION `��i:: 1 .j''QO DATE: 2/5/08 annealed with.090"PVB interlayer by Solutio.All tiles are sandwiched 1 TYPICAL ELEVATIONS �jQ 7,.% SCALE:AS NOTED glazed into the panels. 2 VERTICAL CROSS SECTION 8 BILL OF MATERIAL3 HORIZONTAL CROSS SECTIONS - * * = DWG-BYC -EAG4 OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS 'fit"�jT�T • E. U+ CHK.BY:S. SAFFEL - ----_ - - 5- ANCHORING LOCATIONS- __ - - _ i OR •" (�YSnr�?� DRAWING NO.: moi-- DirlG6attt1 �� 6 COMPONENT DETAILS Digitally signed by Hermes F.Norero,P.E. 3g�� r B `iT�lsa6 JW0509=04 7 UNIT COMPONENTS Reason:I am approving this document pp sEdEa �I,al� Date:2015.02.0911:11:05-05'00' FBPE CEpffuf Mi JO.29578 SHEET 1 OF 7 r ® I— 1" MIN. 1" MIN. •- 111111114: 1111111" MIN, 1" MIN. Item DESCRIPTION Material mai 1 SIDE JAMB (1 1/4"x 4 9/16"FINGERJOINTED PINE) PINE w 2 HEAD JAMB (1 1/4'x 4 9/16"FINGERJOINTED PINE) PINE _ Z Q Q �® 3 4" x 4" BUTT HINGE 12GA. (.089" MIN) STEELco #9 x i" PHILLIPS FLATHEAD WOOD SCREW STEEL 'm n �- 5 #10 PHF SCREW WITH 1 1/2"MIN. EMBED. STEEL W i m rno 1 1/2" s `� © 6 #10 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL O �r m 1/4" MAX. 7 #8 X 3" PHILLIPS FLATEHEAD WOOD SCREW STEEL O m rn M N IIIIIMII MIN. EMB. ,-.-.-- 0(.10 �% SHIM THK. 8 #8X1" PHILLIPS FLAT HEAD WOOD SCREW STEEL 7 co 0 ��%-'��.�CZ�0i►OT� © d 9 COMPRESSION WEATHERSTRIP (0-LON ODS-650) VINYL 'r n Oc0 03 11 INSWING ADJUSTABLE THRESHOLD (ENDURA) ALUMINUM °I 1 ..% / • 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16 x 18" STEEL a m�'v v 1/4" MAX. SEE S '��� �( \ © 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL Q--I f0 i-`- SHIM THK. DETAIL A � ON HEAD JAMB z C''r s X SHT. 7 SEE 14 16 Ga. 7/16 CROWN x 2"LONG STAPLES— — —STEEL— - a m @ a 1i issm DETAIL A ��C`// ._,: SHT. 7 X 1''.4 n 15 KWIKSET LOCK SERIES 400 STEEL- E iimillir4.es 16 KWIKSET DEADBOLT SERIES 780 STEEL m 4D 17 © 0 18 E DURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 2 ' ® 19 2x WOOD BUCK WOOD �; m€1, O "' 20 NON COMPRESSION SHIM WOOD It Iv ) 0 ® .1 21 DOW 995 SILICONE SEALANT SILICONE \ b w`544 .1 (' ..:{; )� 22 1"IMPACT IG ASSEMBLY BY ODL GLASS c.o I `1��• -;-� p 1-- 23 1 8"TEMPERED GLASS GLASS i =a / wp- ® moi- / ' ® \. �� __ _ I 24 3/8"LAMINATED ANNEALED GLASS GLASS w Z cq :moi •�i�I I }_1_::=�`'".;;-��, p N= Z 1- I ® 25 LOCK BLOCK WOOD SEE ® :moi 1,� 26 TOP RAIL (FINGER JOINTED LVL) LVL O o p 1=� LTJ o EXTERIOR DETAIL G i H. , 27 BOTTOM RAIL (25GA MIN GALVANIZED STEEL) STEEL 3 0 wQ J SHT. 6 = o SEE 28 EXPANDED POLYSTYRENE(1.0 TO 1.251bs DENSITY BY JELD-WEN) FOAM CCU 0 mow' w p w -I EXTERIOR DETAIL G 29 STEEL DOOR PANEL SKIN MATERIAL (24GA GALVANIZED) STEEL O'C J� Q Al ® w SHT. 6 A-30 ODLS25 COMMERCIAL QUALITY LTEALLEN FRAME(ALUM0063 T5) THICK.) GALVANIZED p cop0� w X .�00} 00 HINGE SIDE STILE(FINGER JOINTED LVL) r a 31 LVL w p� Q r ® Z w I 32 LATCH SIDE STILE(FINGER JOINTED LVL) LW. w- m co C, III ® J co ® 33 #8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL Z O N U m w r _1 34 INSWING VINYL DOOR BOTTOM SWEEP VINYL Ir)-w Q ti p N INTERIOR in Q 35 3/16' TTW BUILDEX TAPCON WITH 1.25"MIN. EMBEDMENT STEEL i- m-; w co w N 36 OPTIONAL 1x WOOD BUCK WOOD g O I Z o > X > co INTERIOR o i_oz o Z In ED i r' &o a EDCDi, m , r- `��' '===yl NOTES: oz •z z f. 'i ;...:-•!•1•':".".-.is•! 1 0 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR m o ct o 0 O + f "' _ :'1', SPACING (ITEMS #5 & #34), SEE SHEET 5. z . E 1'''' `'' MASONRY AND CONCRETE INSTALLATION DETAILS. o Ir c_i Ir Ir © 0 E zv opi, �' FOR VERTICAL ANCHOR IN 1 X BUCK OPTION IN o o _1 `- ® MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. =1--161--1 z v 1-1.1.1pLAW Ci 411 maw �j L i 3 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW I'0.<00 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 0 d• �-? U o i •IP-- ,M. EMBEDMENT IS ACHIEVED. ��O UJ z _ -- �fl cow . o_�ro-¢ milmiii ... __ 1 - z - 0011%111i t 1,'' `��N SES F. O ,i�� w 0 0 M<d. 1 1/2" MIN. EMB. Will MillIllIll"' o r<4,....-c, SE DATE: 2/5/08 1 7;-::P° soALE:AS NOTED Z ai `* 1*_ DWG. BY: EAG co �w -p STT CHI.BY:S. SAFFEL - 1" MIN. - • 1„ MIN. ��CH', M-•,h,P0,"Ek,�: DRAWING NO.: _ _ rnrw n ©e VERTICAL CROSS SECTION TYR ©e VERTICAL CROSS SECTION TYR a98% kDIAc•er BPs I a JW0509-04 WOOD FRAME INSTALLATION SCALE.: 6" =1'-0" CONCRETE INSTALLATION SCALE: 6" 1'-0" '� rSHEET 2 OF 7 FBPEC 491Alia 29579 • 1 1/2" 1 1/2" - ©© — MIN. I�1/4" MAX. O 1/4- MAX. MIN. — ©©Q EMB.--I SHIM SEE DETAIL A SHIM EMB. SHEET 7 ® ® SEE DETAIL A 1N SHEET 7 W 1" MIN. O ,;,, O MIN. 0 ,,...,:..�.:� SEE ,.,.,..,,... o N- 0 DETAIL G _ 0 '� :.... ` g rn rn 0 0 SHT. 6 .0-1- ---, O �.0 "t O > O,.N 1" �'� ® ® J 1� Q " (L)CI MIN. `'�,�` ,...5.:1...;,,...i:.41,:,..,;. ]::::!:.-:.11.11,t, :: ! E RIOR ` ��!i1 - `r.�.'>: r` ,.�10. Ai OMIN. '• a0 m m 0 r i►. I. };. c '♦ T ♦ .'i.7 .Ct`,'t AMiw i�h.. J—V V' Yt Z Q _ ::-.140.. _ IIN co - - � � = ;'i all 1 .� -- - z-r`� m - K il 49 0 0 © 20 Y O 30 0 10 HORIZONTAL CROSS SECTION TIP. WOOD INSTALLATION (SCALE. 6" =1'-0") a HORIZONTAL CROSS SECTION TIP WOOD INSTALLATION (SCALE: 6" =1'-0") ©IW® 11/4" w —IMIN. EMB. 1 1/4" W O— O • G _ 1/4" MAX. 1/4" MAX._MIN. EMB. —i- 0 N O 1" • I r SHIM O SHIM I 1^ O g rt 1= MIN. SEE DETAIL A SEE DETAIL A I MIN. 0 O Lu 4 SHEET 7 ® ® SHEET 7 1" F-p MIN. ,ui. Avnin,iuuni�:' E O 144.1Air MIN. p¢Ow (nDETAISEGarI ,t,,,�•,,�,,,,,tt„tt,,,. OO m O SHT. 6 , ® J U w LTA O 0 1. MIN. OW `- _ :,...,:',7".:1 7-_a EXTERIOR 110017.:.;:.',:.',.;..,' ..%4 1 1" ,_ (n(q p w Z MIN. �' .i��� �• y%, .,,•".o , .;.^. �1I11�. 1" N .i, :1. MIN. Z to O •�,?., ..�,_; oi' MIN. ,Y_W a N �I j i't'j'�! ♦ ♦ ,cai :i AMYII..k 1 0 CO CC E4 49 Pr i .= I.9__!..,, INTERIOR i (lily'. z,. ,. .. /II� 6 O Z to rr 0 — Y® 23 ®,. .-;. ;./ O d OU ._ m 0 ® 0 0 0 © 20 0 ®a© N;�La WM.Op HORIZONTAL CROSS SECTION TIP. ® / HORIZONTAL CROSS SECTION TIP. 0 00.00 0 O O CONCRETE INSTALLATION(SCALE: 6" =1'-0") a CONCRETE INSTALLATION(SCALE: 6" =1'-O") LL 0 0 v1 z� .�J�J NOTES: O D:U C_CC EXTERIOR ©m ASTAGAL FASTENER SPACING DETAIL F, SHEET 6. (TOTAL OF 14 SCREWS). - ---,0 J—, ,, I,0 I - LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. w W O LU L U I _�- - BOTH PLATES REQUIRE#8 X 3"PHILLIPS FLAT HEAD WOOD SCREWS. z Z a Z Z INACTIVE r,i.-.:,.1'a''':^'. ;.�..,:'.I;.:;s: - -, p. :1�_.i,', ACTIVE t i Cw9 a Cw.7 L.:', ,G ,. `,:f, .,; •''r;••c'1•• ' /T..',1,','. ''..)''';'.4`.'6. ' E> 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16"1TW BUILDEX TAPCON. j>;rt_`s..•:'4;`4;,{;'....:�;:1,"'r'rd. : /t.',..te1..,,,;f,..1.1.....,,,11',:?;:X.;•10 7•1 ® FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS#5 &#34), SEE _\DD 0 0 -y.a'itr: ' 5!"... ... ;'.i;+,•, / .`„r..,.. v.i,tT r.,, SHEET 5. \n\\nH• // Ail O o a0—Q -- E> FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR \N:t\N 0 INTERIOR 0 0 0 077'CD DETAILS. © OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION 0O� g]1F,J 7:::;1_00.N....:.G0:2/0570.<8g AS MINIMUM EMBEDMENT IS ACHIEVED. �� '.•, i w :� DATE:E' ASTRAGAL CROSS SECTION TYP. �� 'y - 33 (SCALE: 6" =1'-0") _* ;j j0• 7/.7%._*V. SCALE:AS NOTED ��. �T T • CH CHK. BY'S. SAFFEL W � — : M.'.Thi"7 r��.` DRAW7NG.NO.: - •, J[Iad400 s i�lep `. JW0509-04 398�j N,H( BLIT,3:, 338 FBPEk Ila( LJI1MN0 8 SHEET 3 OF 7 II,® 1 1/4" " MIN. EMB. --1" MIN.— 1" MIN. G _1/4" MAX. O 1" MIN. 1" MIN. 1„ I • 1 I SHIM MIN. 1" SEE DETAIL A *q -rn.--2 MIN. / SHEET 7 ® - =v m m .au::::unity ai v�t�a` OM OM N L., IL EXTERIOR ® Ci N o z . QOW SEE o.O a°DD m-� v _ �► ® DETAIL G m Y D-r Lo t/4" MAX. 0 MIN. .., �',, J To- SHIM THK. ------ - �%J:•yY//�aan�Q�� MIN. _.. y :a.,,`(;. ;•zi i..� - ^W= x - SEE f� ��� © ® , � II :' ,F' JITERIOR 1�� - -- $r�i E Cl-tL DETAIL A ` l `�-� -r, ii ) coy HORIZONTAL CROSS SECTION TIP® ®� ©e OPERATING UNIT IX BUCK 32 0 ;err.':;< OPTION IN MASONRY/CONCRETE 20 0 0 i.?,.,....i;:::1. (SCALE!. 6" =1'-0") 1 1 1/4" W Z :i.'I ® 1/4" MAXIN�.{EMB. la —r 0 Lu Q F- ZO ® •"-1.Ji ' O SHIM II 1- WZ -JO �: ® 0 N = , I SEE DETAIL A I MIN. 00 ,a116)-1 DEE ® SHEET 1" I O O Z0 = EXTERIOR DETAIL G o MIN. p p SHT. 6 -! _ 1—\` ,\�r.��,,,\‘,o O_U JO_ .I `I 1- ® o SEE �� ® �� 00" ZU LL m DETAIL G ® n w iO o f �� ® SHT. 6 Al!! 11 w 0 00 m EXTERIOR -,1 ,_ti; :. _ 11 • 1- MIN. Z m cn w III 'n ' ''f _ - II ki MI- N $Q o ® � �� �' MIN. ��OW INTERIOR :W,, ..;';,,,!..1:...,:.;;'•„ ,;h �? �^ Y\ iiir 'i i.. ® INTERIOR IIP_����'-' •'1' /.1�. \ ,i .I- - XU ` o V -„... ;rI , MIN. ® 0 © ® 1 $ U ®® T .._. . .`�� ® EMB. 30 ® 0 JOw Y ® ®O®O©®® OV •U L L L m 0000 m� NN HORIZONTAL_CROSS SECTION TIP. o-- ® 1” MIN. ©e OPERATING UNIT IX BUCK z�i �i OPTION IN MASONRY/CONCRETE O D-0 Q x RIGHT HINGE SHOWN, LEFT HINCE OPPOSITE SHOWNo.Uki i I 1" MIN © ill,41\\ / (SCALE. 6" =1'-0") w w C 6 - • oww v_ M® -�_d�1 W I "Il;i. \ 0 a 0 0 Q o "� 16 `• NOTES: t--! Z �0 '�`, FOR SHEET 5. MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34), SEE ^O O O 0Ng w L I �i� \�\\h I- `I.\\�" -AS OPTIONALLY, EMBEDMENT IS ACHIEVED.ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG \.N N 0 1" MIN. �z 4``�II 1" MIN. a °' �� fit\ SEE DETAL A `````iiiiilllf/7j,, w O U m¢O• w -2 MIN.- 1" MIN. •1 ' � `ON SHEET 7 ♦♦��� . ..F. �' pis Z I 1/4" x/ -.)_'P 1 DATE 2/5/08 e VERT/CAL CROSS SECTION TYP. ° • f--MAX. '•No'• '_ SCAM AS NOTED © SHIM Na. 7 ....':.. _ _ OPERATING UNIT IX BUCK • OPTION IN MASONRY/CONCRETE . ° 1 1/2" MIN. EMB. = 7t ' * = DWG. BY: EAG (SCALE. 6" =1'-0") �; .T�T • �` CHK. Br:S- SAFFEL CONCRETE/. —OPTIONAL MASONRY/CONCRETE INSTALL ..cH ".'"ii•Crnf�w: DRAWING NO.: MASONRY 8 �o81GDHdgSI BY CROSS SECTION OF HEAD OR JAMB a9..all ggigtr r•Oa38 JW0509-04 OTHERS FBPEG aletttila.29578 SHEET 4 OF 7 • 2 © SEE DETAIL B . SHEET 6 O SEE DETAIL B . SEE DETAIL B I NI SHEET 5 SHEET 5 ® N_ J •q n rn m L`O SEE DETAIL A o `T'0 0 Lj —I 6"h , _16,,r___, ` SHEET 6 6' - 12' - 12' -12' -- 12' -- t2" - ' o m o m N - W W .,. 411-7-7-7_, Q `p :To_ � Wii vi 071.7 ` 1i /. �I I I I I I I I I + a 0 m,_,0"" J © i11� Jcr, R m Q a M .,..:)00,7 TYP.® M „moi x��L m _ N TYJ- N iv SEE DETAIL D n - cn E a LL • - O O I SHEET 6 - 11 �ti�� a0 � � \ Y '.2 M O RIR in O O d M • • � CO 1 C. © p CO J ® Wpz® U .- ® �f-- pp N po J—. nQTYP. OnoZM ©TYP. 3 Oi0 eeF pN�'p .�'� �iP O Q4., U(ni - J� _ oar -l<6 I I I I t 0 ppm - ¢ cD,-, / wzp_, Zp 6"I— 37 i/2" —I 6" — SEE DETAIL A SEE DETAIL A -----------4.. I I � �- 1.....i z a Li U SHEET 5 SHEET 5 6" - I' 12' `I- 12" 12' 12" - 12" —6" R 0 m _ ce < Z ALL DOOR MODELS ARE VIEWED 74 o co z o FROM THE EXTERIOR SIDE o Z�O in ii I ' i -)L , 1 a� a SEE DETAIL E -r w m SHEET 6 O O i o ANCHORING LOCATIONS ANCHORING LOCATIONS DOUBLE m 0 ID 0 0 INSWING SINGLE UNIT (X) INSWING UNIT (XX1 Cr)3V)V) SCALE: 1/2" =1'-0" SCALE,- 1/2" =1'-0" Z , Oo:Uacc 0 O W U W W U (ID =Z p Z Z Illt O ~WOWW lapC7¢CD0 Q '�!IV7 00(O p1O u'7mQ��I� N o• III ���`` SFr r�''''i,i WoOm¢o,�.-�_,Q�`` ��i� 'y F' fps•_ DnrE: 2/5/08 ® - 7 /--- _ Ste:AS NOTED ▪* * DWG. Br: EAG ▪ - - STT 0( r L y CHK. BY:S. SAFFEL DETAIL A — — DETAIL B i��o.-'�60°'E[(0 RAKING NO.: - D SCALE: 3" 1'-0" SCALE: 3" =1'-0" �e JDiric-eNobs i •`• JWO509-04 „al- ,,,4 ,(43.I 8\7,.336 FBPECEI�f/OIhMN0t29578 SHEET 5 OF 7 •--- ___ . _ 1— 4 9/16" —1 ANCHOR @ EXTERIOR SIDE .. 1 1 I I 1 EXTERIOR 3/4" 1/4" 0 0 lririlrAirdrd 1 I mow I QD IR 04•,:i CY,1-•C> 0 81/8' o o in 0 0 - _ 101111A1ISO1II INiMImMMg...- 00 DRREITLAL IN13E/R8"B1OALSTT°RHAeGOsALLE1 10 'S 5 1/2 i,nNk. eGe 1/2 THRU FRAME/MASONRY . x 1-3/8" DEEP DETAIL B DETAIL C DETAIL D DETAIL A -HINGE MOUNTING DETAIL TIIROWBOLT STRIKE PLATE MOUNTING STRIKE PLATES TO JAMBS STRIKE PLATES TO ASTRAGAL SCALE: 3" 4'-O"... SCALE: 3" .--r-0" SCALE: 3/8" --.1'-0" SCALE: 3/8" -..-P-0" w cl 1.- 4J C) LI Z 01•1 0-¢ ..1 0 < 1 0 ZE 1.11 0 0 0 1:o 1.-- z z uizcze, E • .1 . 0 DRILL 5/8" ASTRAGAL RETAINER BOLT HOLE 03 1 1/2" x 1/4" CU-D SPACER Soizo THRU THRESHOLD x 1-3/5" DEEP WITH PLASTIC INSERT Co 0 o (AT SILL) 0 cc 0 a i CL 0 0- .-• M v, cD >- INTERIOR 1 , 0, T ,--- v) FA ...—...------ i:- i .4.—,—,:if '- 1/8" TEMPERED GLASS ..4:. INEN11101111IMM ? :,:-....:::: .%:-:,, ,.,:::.-.-.•,:::•711:1,,-.1.._:- 0 0 0 0 0 ., Ul ' '1 •11.-. 11M1-- M111111.11.11111111111. ... . OTYP. : Oceotxx ----- 41.1 / * 1.----... ---- 1\..• ------ INTERLAYER BY.0.- 1,- co - -1 1 .. .- '-* 111 11., - . • t • .•.,.:.•":' -. ''. ,..41011 1/2" AIR SPACE 0.090" PVB P Z _1 _1 ej ,:,g L1.1 LU (7 MZC)ZZ "11110 , EXTERIOR SOLUTIA I-LooLuL,./ 6 ,f)0<0 0 EXTERIOR 1" t 5/8" GLASS__ k 0 ' 1/8" ANNEALED o a .4. L0,-cocoo In BITE cr...--......_.oc),..,ui a_l'I•05''I..7( DETAIL E DETAIL F - ENDURA ASTRAGAL DETAIL 0 - ODLk,"••• .. i•-•..0 TYPICAL ASTRAGAL RETAINER BOLT HOLE FASTENER SPACING USE 4,8z1" PH. WS GLAZING DETAIL ISOLATED GLASS ottiiiitio, *-- SCALE: 3" .--f-0" SCALE: VTS SCALE: 6" ••=r-0" ,,,o , . ,i,ir., woom<6 :." •_11, Z ..1.. .e‘,470,), ",•,) n . DATE: 2/5/08 7,4*•*::: -:::. SCALE:AS NOTED -- DWG. BY: EAG - 'T • 3 fr Z -.: III t• .: CHK.FOS. SAFFEL __ ____ _ 1. am:4i',•.r.'''V."0..... ,,..:, MIRA . •,,, 7* .. DRAWING NO..• _ ______________._____ -—---— -194s°}6"lie i>33 JW0509-04 398 eiVIZTM r FDPE-OthiOt 111.714 ilt.2E578 SHEET 6 OF 7__ 4" , lam.�� o 4 9/16" . .. .•. e=_, .o N O O11 0 > %////2//i2./i2.2/j } I O O 4 9/16" I Q° �'N O /// // / �//l I + ° + 'kg 2 2 I-2 3/16"-- 1/16" (Min) o m Lo al - - INSWING THRESHOLD w ali EWOOD JAMB FINGERJOINTED PINE3 BUTT HINCE 4x4z>2 CA. 9 COMPRESSION WEATHERSTRIP / ENDURAJ PT#ZAILAA4565LP "'0 coE3 E_: SCALE. 6" =1'-O" SCALE. 6" =1'-O" OQDS-650 SCALE 6" =/'-O" SCALE: 6" =1'-0" � Y - 1 13/16" - 2 1/2 1 1/4" 77 Q '-- I rw I I` 3 1/8"' 1 3/16" I �I 1 11/16" -i w W Z OO Oo rn I ON= N. O N 11/1x"/ LI688Th' to � ® . �f-- 1/8", o m 5/8.. • 5/16"- w z o m o -I ®TOP RAIL (LVL) 0 vi o W -- HINGE STILE (LVL) BOTTOM RAIL z w a ASTRAGAL STRIKE PLATE NDURA ALUMINUM ASTRAGAL LOCK BLOCK WOOD LATCH STILE LVL STEEL. 25CA MIN. GALV. ro- ce '3 SCALE: 6" =1'-0" ® SCALE: 6" =1'-0" '2`5 SCALE: 6" =1'-O" ® SCALE: 6"" =1'-0" z7 SCALE: 6" =1'-0" o 0I z o Z ii)IC CC 0_OO a 1 3/4.. !.....-- V/z .N m i i,, N 1 3/4" z •z z U C'J O O ) _ r �---r-i 7/8" j "Y= =',_ f� I Z ce cc .. � I � > I OD'UO_� :�1 l�1T___n6715\ P z ri JQJJ 2 \ —yl 1r I =w0ww V ASTRAGAL BOLT a ow! ail MAT.- C/R STEEL ROD ODL ALLEN FRAME ,-01-o<9 ow o (DA/AT. z ZINC & YELLOW CHROMATE 30 ALUMINUM 6063 T5 ODOOR BOTTOM SWEEP o o w SCALE: 6" =1'-0" SCALE: 6" =1'-0" SCALE: 6" =1'-0" o car'a �\N V\'N 0 ```,1111111111!,.,' %% SES F. �i, w o o CO< 3/16" C-SINK-l- NOTE 2. • a.. ,/'QQ .' z /� �1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT ' r''.G N ;'j s DATE: 2/5/08 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 4.,...- 0./ 7 r SCALE:AS NOTED 2-USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. E* . i * = / it / OWG. BY: EAG \� / 3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. =" T T • e cHx.BY:S. SAFFEL WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. :�� 07, r.... 1�QOyj;..44'? DRANO NO.: —- — - -- Grafi�roas DETAIL A COUNTERSINK DETAIL - - -- ♦ ff ` -JW0509-0.4 SCALE: 1/4" =1'-0" 39H{�)_V1��gib?' 338 FBPE CE eki4 0.29578 SHEET 7 OF 7 398 East Dania Beadi Blvd. BUILDING DROPS Suite338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Inswing Impact Glazed Single or Double Door Unit for Florida Product Approval Report No. 3393 Current Florida Building Code Method: 1 — A (Certificate Method) Category: Exterior Door Assembly Sub — Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Wood/24 Ga. Steel Product Dimensions: 74"x 82" Prepared For: JELD-WEN, inc. 3737 Lakeport Klamath Falls, OR. 97601 Prepared by: ,`SES F o•'.'� .�� Q- F Hermes Norero, P.E. S :'\-\. : 0 ; Florida Professional Engineer#73778 = • Date: 01/26/2015 — :TT * X = Contents: •.;. '•. C 0- Evaluation Report Pages 1 —4 �i FS ...... • Digitally signed by Hermes F. Norero, P.E", 0NM- %% Reason: I am approving this document ���/rrr1111��‘� Date:2015.02.09 11:09:40-05'00' Hermes Norero, P.E. Florida N'o.73778 BUILDING DROPS 4/<}' A Perfect Solution in Every Drop Date: 01/26/2015 Report No: 3393 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door,Wood Edge (Impact) 74"x 82" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method la of the State of Florida Product Approval, Florida Department of Businessland 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 JW0509-04, signed and sealed by Hermes Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, 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 JW0509-04 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-04 for size and design pressure limitations. Hermes Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS 01.5 in A Perfect Solution in Every Drop ReReport Noo:: 3 393 3393 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc. (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization# TST1589) Report#: NCTL-210-3195-1, Report Date: 04/28/2005 Report#: SJW2011-050 Report Date: 06/13/2011 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization#: CER1773) 4. Material Certification Miami-Dade RER—Product Control Section NOA Eastman Chemical Co.—Saflex HP Interlayer 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 • Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 Hermes Norero, P.E. Florida No.73778 Page3of4 BUILDING DROPS A, Date: 01/26/2015 A Perfect Solution in Every Drop Certificate of Authorization:29578 Report No: 3393 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 I Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1 I 1) ASTM E84-09 I I 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 1 standards have been found to be equivalent. All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: I A. For 2x wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. 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. Refer to Installation Instructions(JW0509-04)for anchor spacing and more details of the installation requirements. I Design Pressure: Design Pressure Positive 60 PSF Negative 65 PSF Note: 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 locations protectedJby overhang such that overhang(OH) ratio=OH Length/OH Height> 1.0 l Hermes Norero, P.E. ' Florida No. 73778 Page 4 of 4