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HomeMy WebLinkAboutProduct Approval Florida Building Code Online ?411 F• 's p iFt„�i y,-IBt# �n���-� BCIS Home Log In _User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines���..-`. Professiorial t �no. '!USER PObli���r°"a' f= 12 Loch-Aeoroval"dams>Product or Arplit' Cin St arch>Anolication List>Application Detail FL# FL14569-R7 Application Type Revision Code Version 2014 j 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 a , Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin 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 4 Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 1 Compliance Method Certification Mark or Listing 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 Equivalence of Product Standards Certified By hnp:/./www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW 1XNZW 1DOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] Fldrida Building Code Online Product Approval Method Method 1 Option A Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Summary of Products: i FL#— — Model, Number or Name i 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 i FL14569 R7 C CAC NI006255-R7 Certificate.pdf 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 FLIA569 R7 II ]W0509-03 Installation,pddf instructions as stated on drawing 3WO509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL.1.4569 R7 AE PER3392.pdf Created by Independent Third Party: Yes 14569.2 Contours Steel, Wood Edge Full Lite Door,Inswing, 6'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIOO6255.02-R3 Certificate.ndf 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 R7 II JW0509-04 Installation.pf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3393.pdf Created by Independent Third Party: Yes 14569.3Contours 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 R7 C CAC NIO06254-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: FL1.4569 R7 II 3WO509-01 SS 201.5-07-02.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.pdf ! Created by Independent Third Party: Yes j 14569.4 Contours Steel, Wood Edge Opaque Door,Inswing/Outswing,w/or w/o Impact&Non- Impact Rated Glazed Sidelites, 12'-0"x 6'-8" i Limits of Use _— — Certification.Agency Certificate j Approved for use in HVHZ:Yes FL14569 R7 C CAC NI011O62 NI011O62.O1 Certificate.[)df I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions ! Other: FL14569 R7 II JW032012FL Instal iion.12df Verified By: Hermes Norero 73778 j Created by Independent Third Party: Yes Evaluation Reports j FL14569 R7 AE PER3321.ndf Created by Independent Third Party:Yes 1 j 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" y I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLIA569 R7 C CACNIO 106 -R1 C rtificate odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDquxTVBjriRcYg%2fDEHW 1 XNZW I DOuyPOG87L WwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] Florida Building Code Online X Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes { 04/30/2020 Design Pressure: +45/-45 I Installation Instructions Other: I FL14569 R7 II 3WO72O12FL Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes E Evaluation Reports FL14569 R7 AE PER3322.12df i E Created by Independent Third Party: Yes ' , 14569.6 I Contours Steel,Wood Edge Opaque Door,Outswing,w/or w/o Sidelite, 8'-11"x 6'-8" k jLimits of Use _ — Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R7 C CAC NIOII08 -R1 rtifi a .W Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 j Design Pressure: N/A Installation Instructions Other: FL14569 R7 II 5-2104 Installation.pdf Verified By: Hermes Norero 73778 1 Created by Independent Third Party: Yes 1 Evaluation Reports FL14569 R7 AE PER3398.12df -_ Created by Independent Third Party: Yes _... . ----- ----—— ------- ------- ._.._—�-------- — --- --- --------------------------- 114569.7 Contours Steel, Wood Edge Opaque Door,Outswing,w/or w/out Sidelites, 8'-11"x 8'-0" i Limits of Use — i Certification Agency Certificate _ j, 2 Approved for use in HVHZ:Yes ( FL14569 R7 C CAC NIO11O96-R1-NI01 1096 01- y . Approved for use outside HVHZ:Yes R1. Certificate.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/31/2019 p ; Other: Installation Instructions i ` FL.14569 R7 II S-27.08-O1.pdf Verified By: Hermes Norero 73778 i Created by Independent Third Party: Yes Evaluation Reports i FL14569 R7 AE PER3832,pddf Created by Independent Third Party: Yes + i 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 j;Y; 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 t 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: leChech j sccurit mii rst:(s' { http://www.floiidabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZW IDOuyPOG87LWwGxpHtrgMQ%3d%3d[12/30/2015 9:43:09 AM] NOTICE OF PRODUCT CERTIFICATION axK �'0Cmnpany: .JELL)-WEN Doors Certification No.: N1011062-R1 (G 4 ACCRh' 1 ? 3737 Lakeport Drive Certification Date: 04/17/2012 Klamath Falls, OR 97601 Expiration Date: 04/30/2020 N� ! Revision Date: 10/27/2014 Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/ & w/o Impact& Non-Impact Rated Glazed Sidelites (w/wood frame unless specified) PRfl9JG - Specification: TAS 201-94/202-94/203-94 The"Notice of Product Certification"is only valid if the NAM 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.Namieertitication.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number& Outsw'ing Opaque Size Pos/Neg Rated Comments X I/S Opaque 3'2" x W10" +65/65 psf Yes NCTL-210-3801-2/17I. 180-2 Max Panel Size:3'0'�x 6.5., Sin-le Installation Details: ,IW-32012FL QAnal i Pies('OtltigUraliOIIS:X X O/S Opaque 3'2" x 6'9" +65/65 psf Yes NCn.-210-3801-2;111 1802 htas Panel Size:3'0"x 6'8" Slagle Installation Details: .Ib'-3201211. Qualifies Con figurations:X OXO I/S Door-Opaque 9'5"x 6'10" +65/65 psf Door-Yes NCT1.-210-3801-2/1:1. 1802 Max Panel Size:3'0".x 6'8"Maylight Opening: I'9" 5.3•• Single �w/Sidelites Sidlelite-Glazed Sidelite-No Cilazing:IG- 14'Tempei-ed Installation Details: .)W-320121[- Qualifies Configurations:t:)/X/OX/XOlOXO OXO O/S Door-Opaque 9'5"x 6'9" +65/65 psf Door-Yes NC T-210-3801-2/111 1802 hlax Panel Size:3'0"x 6'8••/Daylight Opening: IV'x 5'3" Single w/Sidelites Sidelite-Glazed Sidelite-No Glazing: IG- 1/8"`rempered Installation Details: .IW-3201-2FL Qualifies Configurations:O/X/OX/XO.t.)XO OXO I/S Door-Opaque 9'5"x 6'l 0" +65/65 psf Door-Yes NCT1.-210-3801-21Ft. 1802 Max Panel Size:3'0":x 6'V/Daylight Opening: 1'9",5'— Single \v/Sidelites Sidelite-Glazed Sidelite-Yes Glazing: IG-Lanunale-1/8'Annealed Glass/.090' SOIUUa PVB Interla\'erilt8' Annealed Glass;1/8- tempered Glass Installation Details: JW-320121.. Qualifies CUnIItiUratiOn$:0/X/0X/X0!0X0 OXO O/S Door-Opaque 9'5" x 6'9" +65/65 psf Door-Yes WTI.-2 10-3801-2/11, 1802 Max Panel Size:3'0'-.\6-V/Daylight Opening: I.9`x 5'3•' Single w/Sidelites Sidelite-Glued Sidelite-Yes Glazine:IG-Laminate-I/S"Annealed Glass/.090'"Sohttia PVB Intedava/l/s'• Annealed Cllass/1/8- tempered Glass Installation Details: M-32012171. Qualifies Conti^urations:O/X/OX/XO/OXO National Accreditation & Management Institute, Inc./4794 George Washington Memorial I-Iighwa '/1-iaj, VA 23072 Tel: (804)684-5124/Fax: (80=4) 68=4-5122 NAMI AUTHORIZED SIGNATURE: NOTICE ®F .PRODUCT CERTIFICATION ���clrtlrrq�� IcC E oy Company: .JELD-WEN Doors Certification No.: N1011062.01-RI UU4 X10 °jr'.� 3737 Lakeport Drive Certification Date: 04/17/2012 �Z Klamath Falls, OR 97601 Expiration Date: 04/30/2020 Revision Date: 10/27/201=4 Product: 24 Ga. Steel Wood Edge Impact hated Opaque Doors w/& w/o Impact& Non-Impact c� y5� ` Rated Glazed Si(lelites (w/wood frame unless specified) Specification: TAS 201-94/202-94/203-94 The"Notice of Product Certification"is only valid if the NAM 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 ii•Ni,ia•.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number& Outswing Opaque Size Pos/Neg Rated Comments XX US Opaque 612" x 6'10" +60/60 psf Yes N01-210-3801-2/1'l,1802 Max Panel Size:3'0"x 6'8" Double Installation Details: JW-320121:1- X.X O/S Opaque 6'2" x 6'9" +60/60 psf Yes NCrt.-1-10-3901-2/1'1- 1802 Max Panel Size:3'0"x 6'9" Double Installation Details: JW-320121`1, Qualifies C'ontieurations XN Double w/Sidelites Sidelite-Glazed J Sidelite-No Max Panel Size:3'ti x 6 9°�/Day light Openin6: I'rt x S'3'° Glazing:IG- 1.4"tempered Installation Details: JW-330121`1 Qualifies Configurations:XX/XXO/OXXiOXXO OXXO O/S Door-Opaque 12'5"x 6'9" +60/60 psf Door-Yes NC'I'I.,-1 I0-11997-1/FL 1902 Max Panel Size:3'0"x 6'9"/Daylighl Opening: I'9"x 5'3" Double w/Sidelites Sidelite-Glazed Sidelite-No Glazing:IG- 1/8"'l'empered Installalion Details: JW-330121`1., QualificsConfieurations:XX/XXO/OXY/OXXO OXXO US Door-Opaque 12'5" x 6'10" +60/60 psf Door-Yes NCrL-110-11997-1/FL 1902 Max Panel Size:3'0"x 6'V/Daylight Opening: 1'9"'x 5'3" Double w/Sidelites Sidelite-Glazed Sidelite-�es C;lazing:[G-Laminate-1/9"Annealed Glass/.090"SOIUtia PVB Interlayer/1/9" Annealed Glass/l/8-Tempered Glass Installation Details JW-32012FL Qualifies Configurations:XXAXO/OXX/OXXO OXXO O/S Door-Opaque 12'5" x 6'9" +60/60 psf Door-Yes NCL I W-I 1987-1/1:1.. 1902 Max Panel Size: :'0"x 6'V/Daylight Opening: 1'9"x 5'3" Double w/Sidelites Sidelite-Glazed Sidelite-Yes Giving-IG-L amnitne-1/9"Annealed Glass/.090"Solutio PVB Interlayen`1/s" Annealed Glass/I/9""1'empued Glass Inslallation Details: JW-320121`1.. Qualifies Confi,urations:XX/XXO/OXX/OXXO National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/I-layes A 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AU'ITIORIZED SIGNA'CURE: JELD-WEN DOOR TABLE 1 INSTALLATION DETAILS HVH7 APPROVED SYSTEM D x J(l.X(1 or UX,0%0,UQC ox>4 xxQ Qxxv Q°u w BoxeQ slrn-I Irls CONTOURS STEEL DOOR,WOOD EDGE 112E CUAL11"111r QPAUI IE ACTIVE PANEL AND IMPA UNON-IMPACT GLASS SIDELIm3' 5 — ------ --- --- --- -- 24 GA,OPAQUE DOOR&GLAZED SIDELITES MAX PANEL WOTI,-J6' EP T H s,STFMS (xx 1.%XO)IOxxOI (%)(OXO) UP TO 12'-0"X 6'-8' ------ — ' OUTSWWO POSITIVE +50 r 65 OUTSWING/INSWING GENERAL NOTES A NEGATIVE - --- _....... ....... k4 ..... . ........ .._....-- 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(LB.C.)&INTERNATIONAL RESIDENTIAL INSWING POSITIVE , ;U CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 292-94 AND NEGATIVE 60 TA5 203-94. PRODUCT ALSO MEETS'HIGH VELOCITY HURRICANE ZONE-(HVHZ)REOUIREI'MENTS. 2..X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL COMPONENT LIST _ MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. -- -"-'--- A-T� ITEM DESCRIPTION MATERIA QTY. 3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET'7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) _ WOOD !AS REQ. FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 12X WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. 4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS _ 3_ _1_X WOOD SUB BUCK(S_.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 4 010 WOOD INSTALLATION SCREW Wi 1_1/2'MIN.EMBEDMENT STEEL AS REQ. DOCUMENT#JI1106(PRE-HUNG EXTERIOR ENTRY DOORS)FOUND ON THE JELD-WEN WEBSITE: 5 3116"ITW TAPCON ANCHOR W/1 114"MIN.EMBEDMENT STEEL AS REQ. JELD-WEN.COMJPRODUCT-SUPPORTIDOCIIMEIJTSIINS,ALLA710N.INSTRUCTIONS --" `- _6 _ 410 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL 3 OR fi I[E>FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REOUIRED ON NONAMPACT 7 #8 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. GLASS SIDELITES. 8 #9 X 1_IHILLIPS FLATHEAD WOOD SCREW STEEL 21 OR 28 149'MAX.FRAME— 9 1-OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL ALUMINUGA 1 6.FOR DESIGN PRESSURE RATINGS,SEE TABLE?, 37?12"MAX. ..-74"MAX.FRAME 70 KWIKSET LOCK SERIES 40D STEEL 1 SHEET 7, FRAME TYP.~ D.L.O. I 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 1 1 7.ALL FASTENERS IN WOOD SHALL SHT.; 12 1'OVERALL PLASTIC FRAME NON-IMPACT GLAZING IG BY ODI. PVC 1 BE COUNTERSUNK V16'DEEP. 13 #8 X 1 112"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 3116" I--- —_ EXAMPLE: = d ` © ( © - � O'JERHANG o !� "� I� LENGTH r NOTE: PRODUCT HAS NOT BEEN RATED FOR I - 0 i o { 8.CORE DESIGN.EXPA -ED POLYSTYRENE WITH m to 0 WATER INFILTRATION. IF AUTHORITY HAVING )� o m rn N N I.0 TO 1.25 LBS DENSITY,BY JELU-WEN INC. z 1 la \ JURISDICTION REQUIRES THAT PRODUCT MEETS o m z a a THIS REQUIREMENT,PRODUCT SHALL BE USED - WHEN INSTALLED AT LOCATION PROTECTED BY 9.FACE SHEETS'24 GA(0.021'MIN)THICKNESS. m 3¢ _ I 0 j I-vJ m OVERHANG SUCH THAT OVERHANG(OH)RATIO= n o v GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD M 2 Ci OH LENGTH_OH HEIGHT IS<1,0 n m 5i .. STRENGTH FY(AVE)=40300 PSI. O ?� W I IATIO, sx RHANGACTIVE �- a E-11 FIX=D W W IMPACT LITE NON-IMPACT LITE T 12-0 X 6-8 E SEE SHT.#2LEVATION � SEE SHT.#2-- °° w DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) o w 37 112'MAX.O.A., C7 n z FRAME TYP. 1 w LU z I ,,, �-{ I 75'MAX.FRAME•—�-I 1 —7.i MAX.FRAME---I 1-1112 112"MAX.FRAME--�( 74"MAX,FRAME—�{ ` (n P Iz 'j x (� I '• (( °o ma �o Zile Jr�v. ` II / e ,\LW�a �e I. I SCJ L�SIe ILl I`I uJ O o° z �_z o a n. o f oI a o I- ° L6 rn2� � + i �, ( I 0 z ( I' 6-0 X ELEVATION O z O 1j H 'rho' `_' UBLE(XX) p a. a M1CTIVE i ACTIVE I ACTNE ACTIVE hGTIVE INACTIVE ♦- J F0:0, "'- \'. �, FIXGD x FIXED _._.-_ FIkLD _..... \ __-_- O a g ..L-_ OPAQUE FULL LITE 6-0 X 6.8 ELEVATION 6-0 X 6.8 ELEVATION S-0 X 6-8 ELEVATION L) :D ' 3-0 X 6-8 ELEVATION DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) Chis F OR � SINGLE(X)&(0) :�F'- MIF:1/20/2012 yy� ^{y pp SHEET INDEX i N� _ NONE SHEET k DESCRIPTION G.LUBBECKE I GEtJEPfiL NOTES B.O.M.ELEVATIONS N ANCHOR LOCATIONS 'Q� - 2 CUTSWINCflN51VING FOX MULLING DETAIL; ? u,•a,.S.SAFFELL Digitallysi ned b Hermes F.Norero,P.E. OLJTS'NING VERTICAL AND HORIZONTAL SECFIC75IN WOOD 9 Y ':F 7MWIN:I:x: -4- 211T$WIN'VERT.AND HOP'JZ.SECf10N51N MASONRY/CONCRETE Reason:I am approving this document 398 '@E11ICA E-#338 6 _{N;YN GNVERT..A_D_HORTICAL DLSECTIONSINMASONRY/CONCRETE � D� ���,�'bBµ 3W032012FL __ _ Date:2015.01.0715:24:33 OS00' FBPECNO.29578 7 QUTSV NI'AND INSWINGANQtJORINGI D TA! APPLY DAP ALEX PLUS SILICONE 6-tib X 2" OR EQUIV.BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. —201/4"MAX.D.I..O.--1 21"MAX.D.L.O. 13 �- -- i A2 I I)l I B2 B2 I FIXED I ACTIVE U \\ O a A xo Q A 1V g zem 0\ O D � npi .moo \\ Q m cc N N r � mo ODL IMPACT(ALLEN)FULL LITE ODL LIP-LITE NON-IMPACT a t 3-0.X 6-8 SHOWN 3-0 X 6-8 SHOWN x n A o 518'MIN. 1 718" ODL REDISEAL GLASS BITE IN 111 SIDE R 1/8-TEMPERED w 0 FOAM GASKET g W VB"TEMPERED IN fERIOR 12 GLASS f9 F_\ \SIDE 21 W Z GLASS O E C - Z \, �+ C I C - O Q z o 1"MAX. 1 314" 1 314' 1'M11AX. w Z 2 t -+ T c� fn 0.509'AIR SPACE 314'AIRSPACE j t9 (2)118°ANNEALED 3/2'MIN.GLASS O z .� GLASS OIL REDISEAL �. 1318 BITE W C) m FO APd GASKET Lup LGD-D SPACER 1n W x 4 a. 0.090 PVB DETAIL B2 DETAIL C2 �a > INTERLAYER ¢ cq Z BY SOLUTIA ODL IMPACT GLAZING DETAIL ODL NON-IMPACT GLAZING DETAIL 0 IL G MAX.D.L.O:20 1/2"X 62 1f2" MAX.D.L.O:2 63" r z O o BOX SIDELITE MULL A2 f — F ,, 1 o MAX.4 UNITS .t•� 1/20/2012 � EXAMPLE:OXXO,OXO,OX 2 rN-C pp f� + NONE� i k / = wn c:G.LUBSECKE DETAIL A2 �i6A6 Ae7h1%7 Fak.r:S.SAFFELL (12)FASTENER LOCATIONS AT DOUBLE-BACK JAMB ATTACHMENT 398 BEltCtti !1338 3W032012FL DA�af� t�arn,�L Loa jFBPE CEflff."ORAW .'140.295781— 2 - 7 1"MIN. ---f— 1°MIN. 1 2 1"h11 N, I— 1"MIN, —f,.4 4 1 112'MIN. 1 112"MIN, _ EMB. r !I EMB._ INTERIOR EXTERIOR 1 %TD' i �/ ......_..._._ ..-'---'--- �� 112"MIN. ...- j 114° I 114" MAX. 1/8" MAX, EMBED, SHIM SHIM SEE NOTE#7 INTERIOR SEE NOTE#7 INTERIOR EXTERIOR Imo—,' EXTERIOR � 1"MIN � ON SHEET 1 ON SHEET 1 f----- P'MIN------j _ OUTSWING OPERATING UNIT ---J`--- VERTICAL CROSS SECTION OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT SILL VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMS HEADJAMS I I in,MIN IM'VAX., EMBED.1+—swM SEE NOTE#7 . TON SHEET 1 NOTES: �1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR o 1X RUCK CONCRETEIMASONRY OPENINGS,SEE SHEET 4 M y O a 1- m g OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION a, INTERIOR O S OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS o tf ac g 3X ACHIEVED. • o m `^ "MIN. ITEM 46,(810 X 2•)ONE SCREW TO BE INSTALLED IN EACH A N 4X / HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. M / E AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR m a / BINGE DETAILI ®MAXIMUM SUPPORT. UNIT EXTERIOR 3 REQ'D STATIONARY m HORIZONTAL CROSS SECTION 0~ z C OUTSWINGSHOWN /' 0 -I•- U LUa6 � NZ 7 {G/ 1 7) y 1 2 6 S C w 0 he Y z EXTERIOR a .---- _...�....---.. . O as I a \ / / tUO - z / LU [1>1"MIN. \ _ rA 4 1 2 1•M11IN, U)W ?f 7� <N nj INTERIOR O Z ': 0 12 z a o 1"MW. 1"MIN. t��n�,S F, SEE NOTE#71/20/2012 4 1 ON SHEET t _ � °'0 NONE I 114"MAX. 11 SHIM--I r/' 1 7fj1 —M ,._,._. 1 1/2'MIN.I �� SHIM _ 1 112"MIN. * - 11i' r awr,.e":G.LUBBECKE EMBED. EMBED. •/NORERj¢Z ae.ar:S.SAFFELL ( C` ORAWfNC Nn: OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 348 r,+1336 )yN032012FL HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION � 04 _,_ FBPE CERVIQldi#111;f yNO.29578 s'eT 3 1°' 7 ......... ............_...... -- • M.N.-- --( C NCRETF_I MIN 1' 1'MIN,— 1'!AIN. — t•MIN.— 1'h11N. I, SONRY I I'1y�1. 1' 1'MIN. B OTHERS TYP. MIN I" N. ✓ — 1MIIr. 1'MIN.--- "' V 1^MIN--- 5 !NiER10R EXTEP,ICR x•11 EM119EMBED . 5 1:a'MN. 4- 05 MBED "� i I CONCRFTE! CONCRETE/-/ _ 1 MASONRY I �T /'T�/J7�i `'•�J� `•� I_/ BY OTHERS MASONRY.— MIN. 11 _ =�. "f_•_• BYOTHERS— �.✓ EMBED 1 1/4' /� ///// /// ii4' /� /��// 1/ I'- 1•MIN ---��--- r MIN�I SHIM 1I4' MAX. / OUTSWING OPERATING UNIT SHIM EXTERIOR MAX. SHIM VERTICAL CROSS SECTION ! SHIM EXT4RIOR SILL _ ' SEE NOTE 17 OUTS WING OPERATING UNIT L41rRID2ON SHEET 1SEE NATE M7 INTER!C,R SEENOTE77 VERTICAL CROSS SECTION ' ON SHEET'I ON SHEET 1 SEE NOTE 47 OPTIONAL 1"BUCK OR SHEET 1��INTERIOR EXTRIOR CONCRE?E! M1tASONRY 1 1 OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT �`F BY OTHERS VERTICAL CROSS SECTION VERTICAL CROSS SECTION �. ��\\� \� \ HEAD JAMS HEAD JAMB 1 1:4`MIN. 5 EMBED 8 X .• �'.: 1 5 �: P \ r 8 3X �.. . I r MINIM \ 0 > ^ h 1'MIN—j--1'MIN--i I 0 mm \, p O O m 6 OUTSWING STATIONARY UNIT I HINGE DETAI ei \ VERTICAL CROSS SECTION '\ R s N BOXED SIDELI7E SILL 1"MIN. \ p 'i- 3 REQ'D 1 '�\ -SEE ITEM iff 1"MIM I I ON SHEET 1 k m E c —1 SHIM 2 2 6 / �' // 1 1/4' MIN.EMBED w F V' ZO 2 7 C7 z OUTSWING OPERATING UNIT .. _.. ... HORIZONTAL CROSS SECTION w w� IL 1.O EXTERIOR _--- I EMBED) I OPTIONAL 1"SUCK O 6)Z Q / _..I... � tgWyZ O 1'MIN. 0(D 11N. � � 1'hP /, 1 ! 1'h11N. 1"MIN. a O.6 O 1 INTERIOR OJ O�O z w Oa con a z ( ~ w 1 I a \. u1 x 1'MIN. \ ``�--SEE NOTE N7� ��/ I'MIN. V \ cc O -. C Z 1-MIN. \ SEE NOTE 07 � O ON SHEET 1 O 2 - 5 ., 1'MIN. 5 I �\ ON SHEET 1 O1- d0 0 W Z L1 114 MAX. 1'h+.IN. "� \:�� Z Q I z •I 1!4'MAX. SHIN{ 111 I Qo `{lit i��! o 0(D n 1 1!4"MIN. 1 lWMW, ! v SHIM -..I I. EMBED. � N EMBED. ' `�(ve .•' F mc:1/20/2012 OUT5WING HINGE JAMB AT FRAME_ OUT SWING LATCH JAMB AT FRAME_ I!q•MAX Z,` �,,�� •j.�� HORIZONTAL CROSS SECTION IiORIZONTAL CROSS SFCTION \ - I` SHIM NOTES: 4 =•k��.�; i * avc:.ar.G.W8BECKE OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINMIUM CONCRETSWASONRY 1112•MIN, ,GL' EMBEOMENT IS ACHIEVC-D. BY OTHERS EMBED 6R E "'""S.SAFFELL ITEM Ro,(ft 10 X 2')ONE SCREWTO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEiATHERSTRIR OPTIONAL SECTION ON OF HEAD h'MS O INSTALL 398 '.'d j"E'AL�G�- q„''0338 3W032012FL _ ��p CROSS SECTION OF HEAD JAMB OR SIDE JAMB D/CICd `��RITt(,P1X�.7�04 L'J T SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. �FBPE CEKt!/0G A07R.NO.29578" , 4 � 7 - SEE NO'T'E N1__ • ON SPIEET I. ` --'—' EXTERIOR IN_'(eR_IOR 1"MIN.f�--- P'MIN. S 4 1 2 1"1v11N.�__._.....__........._ 1'•MIN. - f 4�i �� — --_ EXTERIOR INTERIOR L'l•,4 \�J 2 1 I 11!2"MIN. 7111."MIN. 1` I 1 4 ) EMB. F f ^�.�- _+= r[r�j/ I \z 1 1!2"MIN. �l L�,/ f 1t4" 11;2"MIN. ''�."' 21 EMBED. 1/4" ��, ,.... EMBED. " MAX. � 1/8" MAX. ! SHIM / SHIM 1'MIN XTERIOR SEE NOTE#7 EINTERIOR SEE NOTE#71EX?'ERIOR t_N7ERIGft ""'—I 1"MIN f"- 1 ON SHEET 1 ON SHEET I MIN INSWING OPERATING UNIT INSWING STATIONARY UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION INSWING OPERATING UNIT INSWINGSTA UNIT SILL BOXED SIDELITE SILL VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB HEAD JAMB I I 1 iR'MtN,++ 1.4'fJhX. srnM SEE NOTE 97 �ON SHEET 1 NOTES: I•MLN E>FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR ��� 1 1X BUCK CONCRETEWASONRY OPENINGS SEE SHEET 6 w O O go f ,/`" -� 2 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION EXTERIOR / E>OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS p � c � N // 3X ACHIEVED. `� ° _ V MIN. / ami w .-. [DITEM#6,(#10 X 2")ONE SCREW TO BE INSTALLED IN EACH Q �i 4X / HINGE AT JOB SITE.,CLOSEST TO WEATHERSTRIP. p h Bi wC AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR HINGE DETAIL ®MAXIMUM SUPPORT. INTERIOR 3 REO'D STATIONARY UNIT ul HORIZONTAL CROSS SECTION w r O INSWING SHOWN /' Q w O U1 Z 7 1 On 2 6 3 � z INTERIOR Y 0 :D 00 - ( —� Sao WOE Q� i ~ 0 FD D1"MIN. 4 1 2 1"N IN. j X t- / / EXTERIOR =O 0 zF O z 't a 1"MIN. i°MIN. \� �` — /�� �.IY0 SEE NOTE#7 / . w¢ F : w,c 1f20J2012 f 4 t ON SHEET 1 tt4"MAX. I S:• �G¢ f�0 �= 114'MAX. _ i'�N ,7 •: w.u:NONE SHIM ---- 1 112"MIN. SHIM 1 10MIN. _*�• ovum:G.LUBBECKE EMBED. EMBED. 6ji, Efi crn -:S.SAFFELL INSWING LATCH JAMB AT FRAME INSWING HINGE JAMS AT FRAME 398 "A `#338 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ,A,,,, f �4 3W032012FL FSPE CE t AW9.�0.29578 1-- 5 � 7 f..,. M N. - MIN,— CONCRETEJ 1"MIN.---1"MIN. -__._. 1'•MIN. --........_.1"MIN. .- _ - IdASONItY � 1' J.-- 1"MIN.— --- 1"MIN. BY OTHERS TYP. b4' I tt4" / MIN 1'tdW- MIN. S MIN Q 1 tdlN 5 I f 5 EXTERIOR h,TERIOR EMB, BED .... , s t 11,1"MIN, M EMS--D J 2 — rI C0NCRI",I CONCRETEI _ I ✓ 1114° ���-r'~� •�� MASONRY MASONRY-L- BY' _ .. .�.� M111N. Q'f DTHERS �l/r THERS— EMBED •.• 14' G t li/. / j/ / r MAX. 1 INTERIOR 1,4 r/ / AIN 11 MIN—._I SHIM 114' MAX, INSWING OPERATING ONl7 MAX. INSERt4P. SHIM VERTICAL CROSS SECTION /X7ERlOR SEE NOTE#7 SHIM SEX ERIOR SILL SEE NOTE 47-f ' SEE NOTE 97 EXTERIOR INTERIOR ON SHEET, INS WING OPERATING UNIT ONSHEET 1 ON SHEET 1 SEE NOTE 07 E%TERiCR INTERIOR VERTICAL CROSS SECTION ON SHEET 1�`� OPTIONAL 1'SUCK INSWING STATIONARY UNIT \� CONCRETEI /3 INSWING OPERATING UNIT \ \ MASONRY VERTICAL CROSS SECTION I� \ BY OTHERS VERTICAL CROSS SECTION HEAD JAMB HEAD JAMS IW IA P1 EMBED 1;i %//�/// 5 ` INTERIOR 8 4XM /�- 3X -- t"MIN� \ !'MIN 1"MI OEE > �n INSWING STA71ONARY UN IT �\ - • i' O ` VERTICAL CROSS SECT ION --r- �_"e• �i. .•gym HINGE DETAI J� 4 BOXED SIDELITE SILL .�� lit m w N 3 REO'D I 1`MIN. \\ SEE ITEM#7 0 f 1'MIN, ' ON SIiE[T 1 SHVI/SHIT 2 z 6 / 1 114" MIN.EMBED W u,,(D 2 T 2 7 INSWING OPERATING UNIT (9 z O HORIZONTAL CROSS SECTION w { i O INTERIOR / 1IWMIN. OPTIONALi"BUCK o z N I i EMBED 00 c� / tLNQuJ z z tv11N. r J V O ce 1'MIN. � 2 C J /// n Z 11 MIN, V � .. O S O 1"MIN. FD EXTERIOR I 1 O I MIN. cn � �\ �–sEE NOTE 47 04 y t'MIN. \ SEF.NOTE 47 S O Q > ON SHEET t L7 t'MIM. �\^ , \\,\ ptJ SHEET 1 O O Z L) 4"MAX. I` 1`MIN, �� ' Z Q H i14'P,,AX. �/ SHIM +- C `OM1! T 1 IA*MIN. 1'MIN. \. \� S F•p� �/ Z 1IM"MIN. SHIM _.) EMBED, v _ �. \ _. `�� E -ld EMBED, 1/20/2012- INSWINGHINGEJAMBATFRAME INSWING LATCH JAMBAT FRAME ' h114"MAX. " 'Z \r�•• .�(� HORIZONTAL GROSS SECTION HORf20NLAL CROSS SECTION ° '-" SHIM r .�'N � •/' s<n�E:NONE d q+ /_...f/ ""E G.LUBBECKE 1UOPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG A5 MINIMUM CONCRETEIMASONRY 1 112" N. "Q. vGC EMBEDMENT IS ACHIEVED. BY OTHERS EMBED rj,SAFPELL >TEM#6,(91O X 2•')ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST 1'0 WEATHERST'RIP. OPTIONAL IAASONRYICONCRETE INSTALL 398 Y^UI^B£ACF3 x#338 JW032012FL. CROSS SECTION OF HEAD JAMB OR SIDE JAMB DA'Rip}j1SERUM FL Vbb4 �AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. IFBPE CEf�{'?RAR i1lh RN40.29578``^'=E' 6 °K 7 37 O.A.FRAME 2"MAX._ a a SHIM FOR SUPPORT'AT OR NEAR �--74 MAX.Q.A.FRAME---�-� ^ h �" EACH ANCHOR IS REQUIRED = I®-3"TYP 1) 3"TYF' I I! , I-.-3 TYP i U c7 C7 ( C? -------------_.-.--..-149"MAX.O.A.FRAME - tam z II ! , ? �-"_-3"TYP. C7 C7 3 TYP - - -f- j - i B ' T (2: _l.. ' �< LL Q �w A7 i B i A� �co -- iia n IL I yr F- n� ¢ O i X X O -i D7 D7 ---II M CL � F- o i 6-0 X 6-8 OUTSWINGANSWING 3-0 6-8 OUTSWINGANSWING D7 D7 (30)ANCHOR LOCATIONS ( )ANCHOR LOCATIONS _._...._ _...__._.. v ` �j (FROM EDGE OF FRAME) ( ROM EDGE OF FRAME) I'll IN 1 I 12-0 X 6-8 OUTSWINGANSWING I TYP. TYP'� a , (50)ANCHOR LOCATIONS 3'n ' 75"MAX FRAME h�"—3 TYP. Q m m N ' (FROM EDGE OF FRAME) ( -, •�—YTYP. o 3"TYP.-�`. a - r v 0= <o 112 1/2"MAX FRAME----- ° F _ c u� {-3" P. 1_ - 3"TYP. 0 a $ I iTF q V !� 1 OW A7 Oowi �Z '( Wg : w' 'S Ci �? A7 I A7 a4 PANEL CENTER ' � DETAIL A7 Lu W z ! u-t'- i A 5 (8}ANCHOR LOCATIONS AT MULL O w z z f PANEL CENTER X O I O O X ! O i ! TYP. TYP. O aS Q I E ! rl� 3'•TYP, `� p I U)w X co rn m I 7 + I 6-0 X 6-8 OUTSWING/INSWING —'M c I ( 177 77-=_._.....- (28)ANCHOR LOCATIONS o EL 9-0 X 6-8 OUTSWINGANSWING FROM EDGE OF FRAM A z o o (38)ANCHOR LOCATIONS ( (FROM EDGE OF FRAME) LI 2-#8 X 3"PFH care 1/20/2012 3"PFN SCREN!FROM S O __ SCRENI FROM ASTRAGAL KIT ;i 7 (a s w e NONE 0 \ ASTRAGAL KIT \ -, o _?Y �* owr:en G.LUBBECKE S. -- --- �._.._ 1-BOTTOM ASTRAGAL Rb — • - S.SAFFELL J STRIKE PLATE SL 00 7�7 DETAIL B7 J 1-TOP ASTRAGAL \ / —.. 1-BOTTOM SHOOT _ 398 EL�/S' V� 138 uaaaysrn.: STRIKE PLATE - (10)ANCHOR LOCATIONS _DETAIL-C7-C7 DETAIL D7--D7 BOLT INSERT PLUG DETAIL D7-07 DAf# m, Q$ 3W032012FL OUTWING OR INSWING OUTWING ONLY INSWING ONLY FBPE C PA X6 ji; 29578 AT ASTRAGAL tttiltll s 1¢ 7 GF 7 398 East Dania Beach Blvd. B Suite 338 UILDING DROPS A Perfect Solution in Every Drop Dania Beach, FL 33004 954.399.8478 PH L2j Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com 'P-roduct Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelites Up to 121-01I .x 6'-811 Outswing/Inswing fog Florida Product Approval Report No. ". 321 Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Doors Sub— Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge 24 Ga. Opaque Door& Glazed Sidelites Up to 12'-0"x 6'-8"OutswinglInswing Material: Steel/Wood Product Dimensions: 149"X 81.875"(Maximum) Prepared For: klan'iath i alis. OR.. 97601 F. 0 0 . 0 Prepared by: / 41� Z Florida Professional Engineer# 73778 T T Date: 11/11/2014 0 C3 O 'S`/ONAUS� Contents: IZ j%%NN Evaluation Report Pages I —4 Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No. 73778 Date:2015.01.07 15:14:34-05'00' BUILDING DROPS A Perfect Solution in Every Drop Date: 11/11/2014 Report No: 3321 K' Certificate of Authorization:29578 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: Contours Steel Door,Wood Edge 24 Ga.Opaque Door&Glazed Sidelites Up to 12'-0"x 6'-8"Outswing/Inswing 149"X 81.875" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method 1a 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 JW032012FL,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, includine 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. Non-Impact Sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing JW032012FL require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW032012FLfor 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. 11/11/2014 Report No: 3321 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-210-3801-2, Report Date: 02/04/2012 Report#: NCTL-110-11987-1, Report Date: 04/06/2009 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA1789) 3. Material Certification Miami-Dade RER Product Control Section NOA Eastman Chemical Company Saflex Clear and Color Glass Interlayer 4. Material Certification Miami-Dade RER Product Control Section NOA ODL Series"HP Polypropylene"White Material Component Approval Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS 014 A Perfect Solution in Every Drop Date: 1 1 Report Noo:: 3 33321 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(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. 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(1W032012FL)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX XO,Ong. X,OXO Outswing Positive 0 PS Positive 65 PSF* j Negative 60 PSF Negative 65 PSF Inswing Positive N4WJP19 Positive 65 PSF* Negative 60 PSF Negative 65 PSF *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 location protected by overhang such that overhang(OH) ratio=OH length/OH height is 1.0. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4