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HomeMy WebLinkAboutProduct Approval, -exterior doors (2) i ' Florida Building Code Online 46 p , .zqr . '.IR- AIM MR BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications I FBC Staff ! BCIS Site Map Links _ Searches fl�'�110 Product Approval dbpl ` '�`� USER:Public User Product Aooroval Menu> Product or Anolication Search>Anolication List>Application Detail FL# FL14569-R9 Application Type Revision Code Version 2017 Application Status Approved PP PP *Approved b DBPR. Approvals b DBPR shall be reviewed and ratified b PP Y PP Y Y i the POC and/or the Commission if necessary. '. Comments Archived 0 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 f Technical Representative -WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. i Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email P Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing i' Certification Agency National Accreditation&Management Institute . : Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 r Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect } FL14569 R9 Eauiv ASTM E84 Equivalency Letter SS 2017-08-31 [Ldf littp:Hwivw.floiidibtiilditig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWydhcl7CZpMvRfMOUwxlktQ%3d%3d[12/21/20174:04:51 PM] I Florida Building Code Online .:ry m I". Product Approval Method Method 1 Option A Date Submitted 10/02/2017 i` Date Validated 10/03/2017 Date Pending FBC Approval . 4 Date Approved 10/11/2017 E Summary of Products FL# Model,.Number or Name Description 14569.1 i 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 i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer FL14569 R9 II JW0509-03 Installation.Ddf 666 instructions as stated on drawing 3W0509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3392.odf Created by Independent Third Party: Yes 14569.2 I Contours Steel Wood Edge Full Lite Door,Inswing,6'-0"x 6'-8" g Limits of Use Certification Agency Certificate ! Approved for use in HVHZ:Yes FL14569 R9 C CAC NI006 SS.O -R ifi at .pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2019 Design Pressure: +60/-65 Installation Instructions fI Other: FL14569 R9 II JW0509-04 Ins alla ion.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports . FL14569 R9 AE 'PER3393.odf Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge Full Lite Door,Outswing, 6'-0"x 8'-0" g Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R9 C CAC NI006254-R5 C ifi a .pdf y t Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 a Design Pressure: +50/-50 Installation Instructions Other: FL14569 R9 II 3W0509-01 SS 2015-07-02.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes I Evaluation Reports FL14569 R9 AE PER3391 pdf Created by Independent Third Party: Yes 14569.4 Contours Steel,Wood Edge Opaque Door, Inswing/Outswing, w/or w/o Impact&Non- I '•; I Impact Rated Glazed Sidelites, 12'-0"x 6'-8" 1 � Limits of Use Certification Agency Certificate .' Approved for use in HVHZ:Yes FL14569 R9 C CAC NI011062 N1011062,01 Certificatepdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions f' Other: F1_14569 R9 II 3W032012FL Installation.idf Verified By: Hermes Norero 73778 j Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3321.pdf Created by Independent Third Party: Yes y x ........... ..............---- ... .. — - — -- -- ..........--_._ ..........._... _ 14569.5 1 Contours Steel, Wood Edge Opaque Door,Inswing/Outswing, w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 8'-4"x 8'-0" Limits of Use Certification Agency Certificate gtjr Approved for use in HVHZ:Yes FL14569 R9 C CAC NI011061-R1 Certificate.p.�if http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=%vGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWydhcl7CZpMvRfMOUwxlktQ%3d°/"3d[12/21/20174:04:51 PM] Florida Building Code Online Approved for, se outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions # Other: FL14569 R9 II 3W072012FL Installation.[�df 9 A� i Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3322.pddf 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" _ I Limits of Use Certification Agency Certificate g'. Approved for use in HVHZ:Yes FL14569 R9 C CAC NIO11082-R1 Certificate.j2df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure: N/A Installation Instructions I Other: FL14569 R9 II S-2104 Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes I Evaluation Reports 9 FL14569 R9 AE PER3398.Ddf j 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 Approved for use in HVHZ:Yes FL14569 R9 C CAC NI0110 6-R1-NI0110 6.01- Approved for use outside HVHZ:Yes R1 Certificate.pdf t Impact Resistant:Yes Quality Assurance Contract Expiration Date ?. Design Pressure: N/A 08/31/2019 ' Other: Installation Instructions t � 6 FL14569 R9 II S-2108-01.gdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes ( Evaluation Reports FL14569 R9 AE PER3832.12df Created by Independent Third Party: Yes Y J 1¢ ' ' Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 ` The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement:;Refund Statement 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: E° ® N:hxd M i ' Credit Card Safe i http:;/www.Floiidabuilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWydhcl7CZpMvRfMOUwxlktQ%3d%3d[I2/21/20174:04:51 PM] BUILDING DROPS 398 E.Dania Beach. Blvd A Perfect Solution in Every Drop! ISuite 338 Dania Beach, FL 33004 'Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com August 24,2017 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: Jeld-Wen 3737 Lakeport Blvd. Klamath Falls,OR 97601 This document shall serve to state that leld-Wen products tested in accordance with ASTM E84-05 as per the 5th Edition Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Building Code. The testing on the products complies with the requirements specified within the ASTM E84-13 standard,as required by the 6th Edition Florida Building Code.This standard is listed under Chapter 35 of the current Florida Building Code and titled "Standard Test Method for Surface Burning Characteristics of Building Materials". ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-05.All test results meet or exceed requirements of the 6th Edition Florida Building Code. Respectfully submitted, F. 0 7 — � TT � — � 3 ' 4 ► It `S�ONA1-�� ��� Digitally signed by Hermes F.Norero,P.E. If i l l% Reason:I am approving this document Date:2017.08.3109:51:27-04'00' Hermes Norero, P.E. Florida Registered Professional Engineer#73778 Certification of Independence: Please note that I do not have nor will I acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also,I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed product(s). Page 1 of 1 - i NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI006255-117 DATE: 10/14/2005 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN ���•$�,���� s�` CODE: 104-3 Ep pia° -' REVISION DATE: 05/05/2015 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertitication.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 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 Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing:IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/0.090"Solutia Interlaver/1/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83") Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3 195-1/SJW2011-070/W-1 556/W-1 565 Expiration Date: September 30,2019 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 JELBrWEN@) Steel CONTOURS STEEL DOOR,WOOD EDGE 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT rn - UTILIZING COMPONENTS FROM ODL°INC.AND m 74" MAX. OVERALL O c v ENDURA PRODUCTS INC. FRAME WIDTH O m 0,co N 37 1/2" MAX. A C m N o r FRAME WIDTH 36 1/2" MAX. w a O CO LO 35 3/4" MAX. PANEL WIDTH — m vi GENERAL NOTES PANEL WIDTH W/ASTRAGAL o-j to 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING ,Z Cl) r–�– CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS201-94 Y TAS 202-94 V/TAS 203-94 2.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER ~x _ _20M/2"– 20 1/2- LOADS TO THE STRUCTURE. p cx7 20 1/2" w c� – MAX w _ _ Ci x w J w W MAX D.L.O. 3.PRODUCTANCHORS SHALL BEAS LISTED AND SPACED AS SHOWN ON DETAILS. w y6 D.L.O. z w W D.L.O. to Wp~ ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING a zQ M INACTIVE ACTIVE a zQ p W j OR STUCCO. � 0 - a 2a 4.DESIGNED PRESSURE RATING SEE TABLE I.PAGE 1. X j 5' 3 N x 3 OPP �� 0 3 \ a 3 ti O 5.THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE(HVHZ) M A C C E C N .00 $i 6.PRODUCT DOES NOT REQUIRE SHUTTERS a 3 � 4 UU J Ln \ B m 400 to RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) / Z DOOR LEAF CONSTRUCTION. vw ta7 Face sheets: 24 GA(0.021"min)thickness.Galvanized steel A-525 a �a ¢O� commercial quality AKDO per ASTM 620 with average minimum yield Z 0 a w strength Fy(ave)=30627 psi. A B A A 8 A A A $Z to L3 cD Core Design: Expanded polystyrene with 1.0 to 1.2516s density,by Jeld-Wen Inc. 2 4 2 4 2 4 a a Panel Construction: The active and inactive panels are constructed from 24 GA REF ASTRAGAL BOLT ITEM # 12 t31 m (0.021"min)galvanized steel.The face sheets at top and bottom are bent 90"over M the top and bottom rails.The top rail measures 1.0"high x 1.688"wide.The steel SINGLE OUTSWINCUNIT (X) _DOUBLE OUTSWINC UNIT (XX) z z z bottom rail measures 1.21"high x 1.688"wide.The sides of the face sheets are roll SCALE.• 1/2" =1'-0" SCALE. 1/2" =/'-O" m O O O U-to vt Vl formed into the latch and hinge stiles which measure 1.00"high x 1.688"wide.The Z�o interior cavity Is filled with expanded polystyrene.The face sheets are glued to the 0�v�rr expanded polystyrene.The panels are cut out for the two-piece ODL Aluminum ALL DOOR MODELS ARE VIEWED F Z m ALLEN frame.Units are glazed with tempered and laminated impact 1"IG.On FROM THE EXTERIOR SIDE p¢0<¢ z double door applications the inactive door is fitted with an extruded aluminum w w c 1 w of 7 astragal of 6063-T5 alloy,manufactured by Endura. TABLE I DESIGN PRESSURE RATING ww w Frame Construction: The frames are constructed of fingerjointed pine jambs APPROVED FOR USE WHERE 0 a CD 0 O- measuring 4-9116"x 1.114".The head jambs are mortised and butt joined to PROTECTION FOR WATER NOTES: the side jambs,and attached with three(3)16GA 7/16"crown x 2"long INFILTRATION IS REQUIRED 1 - ALL VIEWS FROM EXTERIOR. N o 0 o w staples on each side.The threshhold is attached to the side jambs with POSITIVE 60.0 PS 2 - FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN 0 to m three(3) 16GA 7116"crown x 2"long staples on each side. NEGATIVE soo PSF MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. C4 0 . Glazing: ODL insulated lite is 1"overall thickness,consisting of one(1) 3 - FOR VERTICAL ANCHOR IN 1X BU idl`IITIQn,IN 04 t pane of 0.125"tempered glass;0.5"airspace;two(2)panes of 0.125" MASONRYCONCRETE. SEE S TABLE OF CONTENTS / EEO 5FF %AILS. w o v m a z annealed with.090"PVB interlayer by Solutla.All lites are sandwiched glazed into the panels. SHEET# DESCRIPTION DATE: 6118113 1 TYPICAL ELEVATIONS t '] /,•._. scALE:AS NOTED --- 2 VERTICAL CROSS SECTION&BILL OF MATERIAL DWG. BY: -EAG--- ------ 3 HORIZONTAL CROSS SECTIONS y3 : uJ CHK.BY:S. SAFFEL 4 OPTIONAL 1 X BUCK IN MASONRY/CONCRETE CROSS SECTIONS CR Ro�• 5 ANCHORING LOCATIONS DRAWING NO.: ����pp11�1I, ao'� �1��yy �`` 6 COMPONENT DETAILS Digitally signed by Hem+es F.Norero,P.E. 39�1`yyaNA7lfekFgtAB6yD- 1:1e JW0509-03 Reas—I am approving this document NNp g�ddEEllll''FF4 7 UNIT COMPONENTS Date.2015.02.0911:14:04-05'00' FBPEGEfS{!6/pDY1d0.29578 SHEET 1 OF7 — 1" MIN. — 1" MIN. Item DESCRIPTION Material 1„ _ 1 m 1 SIDE JAMB 1 114"x 4 9116-FINGERJOINTED PINE PINE � Q 1 2 HEAD JAMB 1 114-x 4 9116"FINGERJOWTED PINE PINE MIN. MIN. 19 41 MIN. 1" MIN. 3 4" x 4" BUTT HINGE 12GA. .089" MIN STEEL = ? I_ 4 #9 x 1" PHILLIPS FLATHEAD WOOD SCREW STEEL ® m Q 19 35 5 10 PHILLIPS HD SCREW WITH 1 112" MIN. EMBED. STEEL �ja o m rn 1 1/2' 20 2 6 10 X 2""PHILLIPS FLATHEAD WOOD SCREW STEEL (T10 > 1 4" MAX. O m o N MIN. EMB. / 7 8 X 3" PHILLIPS FLATEHEAD WOOD SCREW STEEL G o� SHIM THK. 20 8 8X1"PHILLIPS FLAT HEAD WOOD SCREW STEEL o m Lr) \ 2 9 COMPRESSION WEATHERSTRIP 0-LON ODS-650 VINYL • cL co co 11 OUTSWING THRESHOLD ENDURA ALUMINUM 0°Y w ;:- 2 2 12 ASTRAGAL THROW BOLT STEEL ROD 5116"x 18" STEEL 0 c='T a 1/4" MAX. DETAISEEL A 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL A n c m w SHIM THK. SEE ON HEAD JAMB z-- .-x- SHT. 77116' n �---- 26 14 16 Ga. CROWN x 2"LONG STAPLES STEEL m 0-LL DETAIL A 15 KWIKSET LOCK SERIES 400 STEEL E SHT. 7 26 16 KWIKSET DEADBOLT SERIES 780 STEEL m 28 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM Y 1 5 9 28 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 19 2x WOOD BUCK WOOD 30 21 1 34 9 20 NON COMPRESSION SHIM WOOD 21 DOW 995 SILICONE SEALANT SILICONE Lu 30 21 22 7 IMPACT IG ASSEMBLY BY ODL GLASS 21 21 23 1 8 TEMPERED GLASS GLASS Ld c)Ow ti - z 24 3 8 LAMINATED ANNEALED GLAS S GLASS N (n 2 p _ z � wooD 25 LOCK BLOCK SOLID WOOD x 12" cD 21 LG 0 1 w SEE ~ 2 TOP RAIL LVL LVL o CD O O DETAIL G EXTERIOR ` 27 BOTTOM RAIL 25GA MIN GALVANIZED STEEL STEEL 31-0 U2 m J SHT. 6 = SEE 28 EXPANDED POLYSMENE 1.0 TO 1.2516s DENSITY BY JELD-WEN FOAM rr¢p cWi1w < C5o w DETAIL G EXTERIOR 29 STEEL DOOR PANEL SKIN MATERIAL 24GA GALVANIZED STEEL 0Z.J v¢ LL X 23 � o SHT. 6 A-525 COMMERCIAL QUALITY 0.021'MIN. THICK. GALVANIZED p-D7 to� ¢ ¢ 30 ODL LTTE ALLEN FRAM ALUM 6063 i5 ALUMINON cD x 23 31 HINGE SIDE STILE FINGER JOINTED LVL LVL W Z p U O ¢ 22 J < 32 LATCH SIDE STILE FlNGER JOINTED LVL LVL w� m J J w \ J 33 8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL � O w ¢� o 24 x Go 22 34 3 16"ITW BUILDEX TAPCON WITH 1.25"MIN. EMBEDMENT STEEL v1 p W(11' m x INTINTERIOR > 24 35 OPTIONAL 1x WOOD BUCK WOOD oow O N INTERIOR o 2 O o 221 1 a a o 27 21 NO�o m 30 21 NOTES: O m o o O 28 co 30 21 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR 9 3 LI)L/) 29 SPACING (ITEMS #5 & #34), SEE SHEET 5. Z o OUD_m 27 28 FL> FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN HJ z J J Z 27 ' `{ 29 MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. o w o w w g o g OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW w a w w 11 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 1 5 11 EMBEDMENT IS ACHIEVED. o o o 1 oo w 1 34 LOoo 1 1/2" MIN. EMB. ����SES F• p �i�� w o v m¢z 19 +� j po DATE: 6118113 =* : �7✓ ...i..* scAe:ASNOTED \mow - f - Dwc:BY: --EAG — � v . TE i � = �- 1" MIN. — 1" MIN. H' lu : CHK.er:S. SAFFEL MIN. MIN. ��9 ¢O�77 �: DRAWING NO.: �� 9i A IpiACotrt3Bs.iB JW0509-03 3 A VERTICAL CROSS SECT ON TYP. �! a 1 VERTICAL CROSS SECTION TYP. y.r+Y{1 �Q ,2 WOOD FRAME INSTALLATION SCALE.- 6" =/'-0" E 2 CONCRETE INSTALLATION SCALE.- 6" =>'-0" FBP I0/,(A, 0.29578 SHEET 2 of 7 1 1/2" _ a 3 5 MIN.- I^1/4` MAX. 1 1/4" MAX._ -MIN. 5 3 4 SHIM SEE DETAIL A 15 SEE DETAIL A SHIM 1.• SHEET 7 22 SHEET 7 1" o MIN. SEE DETAIL G MIN. ti SHT. 6 30 « 9 o-6 t77''��''''''4h1Zrn 0 o g 30 21 21 nW 31 1. 23 q Q " 4)C'4(D MIN. INTERIOR a 6 MIN. a C O co co QJ lL 1[') a ----- -— 33 4 ------ - ti -- •.. EXTERIOR D-LL 25-.. 24 21 r1 m 19 32 28 4 0 20 27 3 20 Y 1 19 T6 AElORIZONTAL CROSS SECTION TYP. 1-. 81 HORIZONTAL CROSS SECT/ON TYP. y 3 f W00D INSTALLATION (SCALE- 6" =>'-0") I 3 WOOD 111TALLATION (SCALE- 6" 5 a 34 1 1/4^ 0 IMIN, EMB. 1 1/4^ I W W N � MIN. EMB. Z Z _ 1/4" MAX. 1 1/4- MAX.. 1I^ O � 'I^ I I— SHIM I O C5 O U MIN. SEE DETAIL A F28 29 SEE DETAIL A MIN. y' O W 1" SHEET 7 15 22 SHEET 7 1" QU c MIN. SEE DETAIL G 9 MIN' 00 J SHT. 6 30 ar ------------ QI I m O K 9 30 21 21 nz 31 1 WZOJJ 1" 23 m �c�n�0 w Z 1" MIN. IN7ERIt)R ... 1" O rn MIN. ;r.*, �:.�.: 2 MIN. (n O •�' .:1.•`,`:.';``:,z r� I' MIN. uj is i! �r"•:f��.r 5 33 EXTERIOR �1' ED U a� a 19 32 25 21 24 21 P9 4 20 28 3 20 4 34 4 5 N m � 1 r� OR/ZONTAL CROSS SECTION TYP. HOR/ZONTAL CROSS SECTION TYTrp, 6 V ZCC 0 Z Iv�l 3 CONCRETE INSTALLATION(SCALE.- 6" =>'-0") 3 CONCRETE INSTALLATION(SCALE.• 6" =>'-0") m U7 - z NOTES. gwc x V) INTERIOR 2 17 [D ASTAGAL FASTENER SPACING DETAIL F, SHEET 6. (TOTAL OF 14 SCREWS). O Q Q Q Z LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WRH ADJUSTABLE NUT PLATES. LU Of 1 8 Q�BOTH PLATES REQUIRE#8 X 3`PHILLIPS FLAT HEAD WOOD SCREWS. S Z Z >0)> E>2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16"ITW BUILDEX 7APCON. s ,;�.,.,:;;: .`,.✓;'.! 1" r q�FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS J5 &#34), SEE p0 cO O SHEETS O• w INACTIVE 1 ' ° ACTIVE O Nr~ FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR N Lo m p DETAILS. N EXTERIOR 2g 29 32 25 28 111unuui/ ©OPTIONIMUM EMBEDMENT BE ACP ACED IN NARROW SECTION 0��1 <SI>FJ 6 AT9AS MIjj.ONG w p a Z E1 ASTRAGAL CROSS SECTION TYP DATE: 6/18/13 is O U (SCALE: 6" =I'-O") =* �� 77�._i.*z s—:AS NOTED f / _ DWG,BY:- --EAG T TE F CHK. BY:S. SAFFEL � DRAWING NO.: :�q 'C."irons I ��N JW0509-03 39il'(yj1AAllAppl�j{plq(11B4l�gb:5 J3B FBPE CENT/aRNH` 0.295/8 ISHEET 3 OF 7 1 34 1 1/4" IMIN. EMB. I 1" MIN.-- 1" MIN. I1/4"—11— MAX. O 1" MIN. 1" MIN. 1.. { I I^ SHIM of p��rn MIN. 1" SEE DETAIL A 28 29 O > �n o v I MIN. SHEET 7 15 Poo m o M N m 22 Q '" m c�o v w Q Q 9 21 SEE • a 30 0 co00 = DETAIL G m ^ Y - 35 23 SHT. 6 tt m�'v y. 1° � O J m Ln Ln 20 1" MIN. I iN ERIOR }i 1/4" MAX._________ MIN. Z. SHIM THK. LL SEE2 33cc DETAIL A /"-Z/X11 SHT. 7 26 21 Y B 0 C O 25 24 �XIEPIQR 1 34 9 28 2 4 OPERATING UNIT 1X BUCX 35 32 OPTION IN KASONRY/CONCRETE 20 _ 21 (SCALE- 6" =f'-O") 1 1 1/4 U p �Z 30 1/4" MAX.IN. EMB. —r p W Z O 1 SHIM 1. p N 0 J W 21 21 n { o� SE D AIL A MIN. r E ET { 22 SHEET 7 1• U O UoN SEE -O Z01 SEE MIN. U p `O w DETAIL O EXTERIOR DETAIL G 21 30 , Y 9 � I a Q -DK x S SHT. 6 O d W U o 23 6 ar 31 { Ohm Z} 23 �w O`p O zU CL Q .. z ro 22 INTERIOR a.:.:;.>. ...:: .., 1" Lu p m 0In 0 .;_:;�:....i MIN. V) to Imo-p w v�S� > 24I �OJQ UW N INTERIOR t IMIN. p N T `II r 1zomK I EXTERIOR oo w ...M...:... (n r XZ n 21 ci 21 1 1/4^ 21 29.. 28 •4.../��}�O Of a r1 O m 30 MIN.EMB. ul 3 4 20 35 34 1 J 14 m 28 21 34 19 20 t l HORIZONTAL CROSS SECTION TYP 6 N O 1 2 31 L-' 4 OPERATING UNIT fX BUCX U OZ Y7 29 OPTION!N MASONRY/CONCRETE GO Fn a RICHT HINGE SHOWN, LEFT HINGE OPPOSITE SHOWN MIN. o (SCALE: 6" =f'-0") OZ cr 111n J z 1 34 I 1" MIN. a' ;' w w �...... ;:'.i. r Z ? W LTJ 5 a a O 0 00(O O NOTES: O O w \z Q r ° \\\ SEE DETAL A SHEET 5. MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS i)5 & X34), SEE 04 In ro 04 1" MIN. — MIN. 1 Q �ON SHEET 7 Z OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF H 40 tihlW AS LONG N� 1' MIN. 1" MIN. .D ��\ AS MINIMUM EMBEDMENT IS ACHIEVED. �5��€ S F "-*,, w 0 DO Z 1 ATE: 6/18/13 a v a MAX. i:�O SCALE:AS NOTED F— �: �r\� 2 A RT/CAL CROSS SECT/ON TYP MAAX.SHIM — 4 OPERATING UNIT IX BUCK o DWG.BY: EAG OPTION IN MASONRY/CONCRETE 1 1/2 MIN. EMB. -* * _______ _ (SCALE.- 6' =f'-0") 5 n T D.P t Of`CHK.BY:S. SAFFEL CONCRETE/ CFLpQI 7" kV DRAWING NO.: OPTIONAL MASONRY/CONCRETEINSTALL a� BEaCABLv JW0509-03 MASONRY ' IL111t{S• IBc���� BY CROSS SECTION OF HEAD OR JAMB 0 FF Q`� OTHERS FBPEPEI@ Ff. 849578 SHEET 4 OF J I I I 80 3/4" 13 7/8" TYP. 6" 8" — 5 1 2" SEE DETAIL C 36 3 a p I / / SHEET 6 CQ a �o c� I I I I I 1 rn ao � a } �ti v cn ti I y� rn 1 I IQ I m 6" TYPICAL w 6" TYPICAL m 0 c t� MO z mm (n Ln mo mo mm �a U 7 3/8"— Mo _ 38 3/8" Lnm n '0 > a r 69 3/8" m v I o A 80 3/4" 13 7/8" TYP. —6" U) m m rn o n � a_ t mFri f Ccs °' J ti N ys N 36 3/8" —5 1/2" w� U N y J N b w =m Pi"� w 0o x m mm � ami o �7 rn rn D C 0) TL 0 6" TYPICAL 4 0 6" TYPICAL— } xm U)(n mm mm �o 73 mm io F L N 38 3/8" cn D a � 69 3/8" m off, ���NinnNttt� i x PRODUCT: m .. E 1 20 1 5TH EDITION FBC SM -CDNTISURS STEEL DOOR, WOOD EDGE o w a q" D 1 1 17 10 GENERAL REVISION GL 6-8 OUTSWING IMPACT GLAZED w .UR C 2 5 08 ADD CONC. DWG. EAG SINGLE OR DOUBLE DOOR UNIT 3737 Lakeport Blvd. B GENERAL REVISION DRE PART OR ASSEMBLY: Klamath Falls, Oregon 97601 Iv T o m wA 12 17 04 GENERAL REVISION ANCHORING LOCATIONS Ph.'.(541)882-3451 o NO DATE BY REVISIONS & DETAILS Fax:(541)850-2609 I I ' I i 4 9/16" — ANCHOR @ EXTERIOR SIDE } } EXTERIOR 3/4 1/4" 7 34 1 � k,- n o T o 013 6 5/8" O co O m o r N D 4 ® 33 • 33 34 + m 0)O.-- ° - O • INTERIOR 13 5 71/, 0 5 1/2" O� o m 1.7 a LL___ -_- ® • DRILL 3/8" ASTRAGAL LL 1 z M a - - • 4 RETAINER BOLT HOLE 0 3 THRU FRAME/MASONRY 33 34 33 2 6 x 1-3/8" DEEP Y DETAIL B DETAIL C DETAIL D DETAIL A -H1NCE MOUNTING DETAIL THROWBOLT STRIKE PLAT FOR HEAD STRIKE PLATES TO JAMBS STRIKE PLATES TO ASTRAGAL w SCALE: 3" =1'-0" SCALE: 3" =P-0" SCALE: 3/8" =/'-0" SCALE: 3/8" =P-0" o `'-I a z ocSD� i� 3N00 cn (L J O p m H ° I W Z o} W ° w3 m 17 ° 00 Z3 DRILL n DRILL 3/8" ASTRAGAL RETAINER BOLT HOLEo w a THRU THRESHOLD/MASONRY x 1-3/8" DEEP ° 1/2" x 1/4" CU-D SPACER ~X00 U 0 Iz o 00 Y o (0(/) 30 of \ ° 0 21 a a N 3 n ° 001/8" TEMPERED GLASS �¢ o m -4 ' O 0000 0 ° i/2"AIR SPACE m 0Ln 0 7 34 8 TYP. ° o� zo�j� 00 _ 0.090" PVB 0 z Of 0 irQ� ° INTERLAYER BY J 0 J J Z 18 SOLUTIA w a<0 9 9 o 1 °O } Fn EXTERIOR =nom.w o w w U.) 00 1 r -T 5/8" GLASS, 21 BITE 1/8"ANNEALED Lo n m c0 0 0o w oa0�,n'�a DETAIL E DETAIL F - ENDURA ASTRAGAL DETAIL G - ODL N o ASTRAGAL RETAINER STRIKE PLAT FOR SILL FASTENER SPACING USE #8x>" PPH WS CLAZ/NC DETAIL ISULATED GLASS yy111 i 11j�� N•t N SCALE: 3" =1'-0" SCALE.- NTS SCALE.- 6" =/'-0" �� �S F. �y 1 AO: DATE: 6118113 scALE:AS NOTED _ DWG. BY:- EAG T T F CHK.Bv:S. SAFFEL t.E 00jjn DRAWING NO.: 9'��rj`��M/j iAcesrdB4s �fpB JW0509-03 FE CEFif/d 0.29578 SHEET 6 OF 7 -4 4 9/16" —9116" C'4 0 co Lo cL oo co T-�-4 9116" .4 2 3116" —11-1116" (Min) 0 7; WOOD JAMB FINGERJOINTED PINE 91BUTT HINGE 4.4.,02 GA (QCOMPRESSrOV WEATHERSTRIP @a=E,&LVG-TRRESROLD (ENDURA) c" E u- SCALE, 6" =f'-O" SCALE.- 6" =/'-O" '\�QDS-650 SCALE.- 6" =f'-O" SCALE.- 6" =P-0" 2 112 1 1311 — —1 1/4 Ld 1 3116" wo 3 1/8 11116" Ld rj r Lo Of /-AITRIGAL00 BOLT& 11/16., LATCH V) Ld @SUPPORT 0 CL Lu 2: LOCK 04 � 0 26 1 11116" 51co 16 Q 31HTOP RAIL (L �f)Or m C)w HINGE sTfLE L v) BOTTOM RAIL @A LATCH STILE (L 25GA MIN, CALK -j LOC W S L) 3-9 SCALE.-TALE- SCALE.- 6" �/'-O" SCALT 6f=f-TO' @ofdSflCALE 2 112 1 314 mO0OOL,En w Lo ZE K 0 OC of Of Z 0 I= z Ul 18" _j _j_j L0<c 0 3:L'j I W LLj Z,zz > ASTRAGAL EoLr N<.CwRo'. MAT CIR STEEL ROD ASTRAGAL SILL ODL ALLEN FRAME 10 o 0"Lj 18 STRIKE 6'MKO- @2Uffi� 0 r- N Lr)DO c1j't cli uj 0 0 m 3/16" C-SINK. -NOTE Z 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT %,I..C) DATE: 6118113 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 77 SCALE:AS NOTED 2-USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. DWG:-By:—EAG--- 3-USE 3/16" ITW TAPCON ANCHOR W1 1 1/4" MIN. EMBED. CHK.BY:S. SAFFELL WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. Ro j;.e DRAWING NO.: DETAIL A - COUNTERSINK DETAIL 39 A B 8 JW0509-03- SCALE.- 114" =/'-O" F PE cE B th, 0.29578 SHEET_.7_OF_7_ I 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@buiIdingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" ®utswing Impact Glazed Single or Double Door Unit for Florida Product Approval Report N . 339. Current Florida Building Code Method: 1 — A (Certification) 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 80.75" Prepared For: JEL - 'F , ine. 3737 Lakeport ort Blvd. Klamath Falls, OR. 97601 ``NN ES F. O �i,1 Prepared by: llc •� zc o clro, 1 . . s v� ' .�a Florida Professional Engineer#73778 = * 7 Date:01/26/2015 :moo Contents: �� �`� .• • . Evaluation Report Pages 1 —5 ��i sS •••••••• •�G�``�� `V Digitally signed by Hermes F.Norero, P.E. Hesero, P.E. j Reason:I am approving this document Florida No. 73778 Date:2015.02.09 11:15:53-05'00' I ' BUILDING DROPS °`; ' A Perfect Solution in Every Drop Date: 01/26/2015 Report No: 3392 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 80.75" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for 1ELD-WEN Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation- Florida Building Commission. Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW0509-03,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 JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero, P.E. Florida No.73778 Page 2 of 4 i { i iI { BUIILDING DROPS Date: 01/26/2015 A Perfect Solution in Every Drop Report No: 3392 Certificate of Authorization:29578 Certification Agency: 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:01/08/2013 Report#:SJW2011-070, Report Date:06/03/2011 2. Quality Assurance National Accreditation and Management Institute (FBC Organization# QUA1789) 3. Certification Agency National Accreditation&Management Institute,Inc. (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 i Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 I , i- BUILDING DROPS Date: 01/26/2015 .`� A Perfect Solution in Every Drop Report No: 3392 Certificate of Authorization:29578 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 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. Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate, use#10 Wood Screw type installation anchors of sufficient len th 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(JW0509-03)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero, P.E. Florida No.73778 Page 4 of 4 i � I