The URL can be used to link to this page

Home My WebLink AboutRevisions 5 A) USE ONLY: DATE FILED: PERMIT REVISION FEE: RECEIPT# PLANNING&DEVELOP BUILDING&CODE REGUL '9pPN S a L iCOUNTY 2300 VIRGINIA,A, �,,�i —44b F L 0 R I D FORT PIERCE,FL ?.,$246ri (772)462, APPLICATION FOR BUILDING PROJECT INFORMATION 1. LOCATION/SITE, ADDRESS: S rn 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 1 4-4 t; � 3. CONTRACTOR INFORMATION: t Oc'l STATE of Fl,REG./CERT.#:0(to- ST.LUCIE COUNWXEJklT�,' BUSINESS NAME: eoA.A-r,-,, QUALIFIERS NAME: v-y\.p 5 -r-�, ADDRESS: I f2,t4%At OS rt+ CITY: STATE: ZIP: PHONE(DAYTIME):'T 7�0-:5- FAX: I 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE. FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC:9t23109 Revised 04/26/2010. Florida Building Code Online http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=WGE... j ..�, BCIS Home { Log In User Registration Hot Topics Submit Surcharge t Stats&Facts Publications ( Contact Us SCIS Site Map Links Search F1 'da (� 'Product Approval ,USER:public User adg 'd 6z�x,.c�s�y . Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15474-R4 c•- Application Type Editorial Change Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer )ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com `°-i,.:<'2' iii Technical Representative )ELD-WEN Corporate Customer Service € Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 ' (800)535-3936 `1 customerserviceagents@jeld-wen.com 4% Quality Assurance Representative Address/Phone/Email ST LUCIE COUNTY Category Exterior Doors BUILDING DIVISION Subcategory Swinging Exterior Door Assemblie REVIEWED FOR COM CE Compliance Method Certification Mark or Listing REVIEWED BY DATE Certification Agency National Accreditation&Manage ent Instit PLANS AND PERMIT 'F5fl1ST BE KEPT ON JOB OR Validated By National Accreditation&Manage ent InIllbtNSPECTION WILL BE MADE Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 ASTM E331 2000 Equivalence of Product Standards Certified By w10N Product Approval Method Method 1 OptionRCE _ Date Submitted 02/01/2018 Date Validated 02/02/2018 Date Pending FBC Approval Date Approved 02/07/2018 1 of 3 2/14/2019, 12:09 PM Florida Building Code Online http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=WGE... 01 Summary of Products j FL# Model,Number or Name Description 15474.1 Contours Steel,Wood Edge 12'-0"x 8'-0",Glazed Inswing and Outswing Door with Sidelites j -. —_..-.._ .......---- Limits of Use Certification Agency Certificate Approved for use In HVHZ:No ELI.5_474-R4 C-C C-AIOI1.059=R3.-Adf i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2026 j Design Pressure:+35/-35 Installation Instructions Other: FL15474 R4 II 3W152012FL SS 2015-01-07.pd Verified By:Hermes F.Norero,PE 73778 j Created by Independent Third Party:Yes Evaluation Reports FL15474 R4 AE PER3309 SS 2015-01-07.pdf Created by Independent Third Party:Yes i .—_.............__ -..........__ ....__.._ _..._- —.. ......... 15474.2 Contours Steel,Wood Edge 12'-0"x 8'-0",Opaque Inswing and Outswing with Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL15474 R4 C CAC_NI011064-R3 pdf , APProved for use outside HVHZ:Yes Quality Contract Expiration Datee Impact Resistant:No P 04/30/2026 Design Pressure:+35/-35 Installation Instructions I Other: FL15474 R4 II 3W142012FL SS 2015-01-07.pdf Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports F�,15474 R4 AE PER3310 SS 2015-O1-07_pS11f Created by Independent Third Party:Yes j -------- ................._......-----._..._.._.._...__.........._...-._..-- -..._...................---.-...---._.._.................. ......_............... - --._.._......................._...- -----._......_..._............._.--------- ----._..._......_..............--._.._............ .......... ...........................----..._.._..............9.... .......... ---9........................ i 15474.3 Contours Steel,Wood Edge 3'-0"x 6'-8",Glazed Inswin and Outswin Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:No F 15474_R4 C CAC NI010126 01-R2 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/31/2026 Design Pressure:+50/-50 Installation Instructions Other: FL15474 R4 II 1W17200 S 014-1 -09.pdf I Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL1S4Z.4_R4_nF.� RQx.L.S.S_2Q.14-LZ-Q9 p_df. i - Created by Independent Third Party:Yes j 15474.4 i Contours Steel,Wood Edge 5'-4"x 8'-0",Glazed Inswing and Outswing Door with Transom and Sidelites _._..........__........_..._..._ -_._................. - -._....._..---....._..............._.._.—.__._........................._....._..----....._..........................._......----.._....._...........--._..........—._...................._.i j Limits of Use Certification Agency Certificate I Approved for use in HVHZ:No FL15474 R4 C CAC N1010126.01-112.riff Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/31/2026 i Design Pressure:+50/-50 Installation Instructions I Other: ELL5474 R4 II JW17 009 SS 2014-12-09.pdf 1 Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL15474 R4 AE PER3311 SS 2014-12-09.odf Created by Independent Third Party:Yes ,15474.5 1 Contours Steel,Wood Edge 5-4"x 6'-8",Glazed Inswing and Outswing Door with Sidelites j Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL15474 R4 C CACNI0101 F n1_n Rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/31/2026 Design Pressure:+50/-50 Installation Instructions Other: FL15474 R4 II IW172009 SS 2014-12-09.pdf Verified By:Hermes F.Norero,PE 73778 j Created by Independent Third Party:Yes j Evaluation Reports I FLIS474 R4 AE PER3311 SS 2014-12-09.odl _— Created by Independent Third Party:Yes----- --–-......... ............. -----._...- -.... --..... --........_. -- ------ - : — -------..__. _ _..........._.. —_— 15474.6 Contours Steel,Wood Edge 4'-2"x 6-8",Glazed Inswing and Outswing Door with Sidelites 1 Limits of Use Certification Agency Certificate i Approved for use In HVHZ:No FL15474 R4 C CAC NI010126 01-R2 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/31/2026 Design Pressure:+50/-50 Installation Instructions Other: E.L1.5.4.74 4_Ii_].W1Z2409...SS..2Q..14_1.7_Q.9..pdf. Verified By:Hermes F.Norero,PE 73778 i Created by Independent Third Party:Yes Evaluation Reports FLIS474 R4 AE PER3311 SS 2014-12-09.pdf I Created by Independent Third Party:Yes -......................... -----....................-----.._._..---............... ........, 15474.7 - Contours Steel,Wood Edge 3-0.1 x 8'-0",Glazed Inswing and Outswing Door with Transom 2 of 3 2/14/2019, 12:09 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... s Limits of Use !Certification Agency Certificate Approved for use in HVHZ:No I FLIS474 R4 C CAC NI010126.01-R2.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/31/2026 I Design Pressure:+50/-50 Installation Instructions I Other: FL15474 R4 II JW172009 SS 2014-12-09.pdf Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL15474 R4 AE PER3311 SS 2014-12-09.pd Created by Independent Third Party:Yes Back Next 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 mall.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 cllck here. Product Approval Accepts: Credit Card :Safe 3 of 3 2/14/2019, 12:69 PM NOTICE OF PRODUCT CERTIFICATION •• . Company: JELD-WEN Doors Certifi.cation.No.; NI011064-113 3737 Lakeport Drive Certification Date: 04/18/2012 - Klamath Falls,OR 97601 Expiration Date: 04/30/2026 Revision Date: 10/12/2016` 'Product: 24 Ga.Steel Wood Edge Glazed&Opaque Doors"w/Glazed Sidelites(w/wood frame) Specification: ASTM E283-04/E330-02/E331-00/AAMA 1304-02 The"Notice of Product Certification"is only valid if the NAMI-Certification.Label has been applied to the.product as described within this document. The certification label represents product conformity.to the applicable specification and that all certification criteria has been satisfied. This product-has been approved.for listing within NAMI's Certified Product Listing at wwwiNamicertirication.com. NAMI's Certification Program is accredited by The.American National Standards Institute(ANSI). Inswing Glazed Design Test Report Number Configuration or or Maximum Pressure Drawing Number& outswing Opaque Size P.os/Ne 'Comments OXXO US Door-Glazed t2'S"X $'2" +35/=35 psf" NCTL21a-3834=3/NC-1',210-3801-1/FL 1940!W-1788 Double w/Sidelites Max.Panel Size.3'0:"'x.8'0'7Daylight.Opening:1'10."x 6V Sidelite-Glazed Glazing:IG-1/8"Tempered w/AFCO A-276 Sill Installation Details:JW 152012FL Qualifies Configurations!O/X/XO/OX/OXOIXX/XXO/OXXIOXXO OXXO IIS Door-Glazed 12'5"X 8'2" +35/-35 psfNCTL210-3804-31SJW2010-I46TL 19401W-1788 Bauble a/Sidelites Sidelite-Glazed` Max Panel Size:3'&x 8'a"/Daylight Opening:P10"x 61" Glazing:IG-,1/8"Tempered w!EnduiaLZAIL5.625DSR Sill Installation Details:JW 1.52012FL Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO OXXO O/S Door-Glazed 12'5"x 8'1" +.35/-35 psf NCTL 210-3804 d/NCTL 210-3$01-1/FL 1940/W-1788 Double Max Pmel Size:3'6"x 8-W/Daytight Opemng.,l'74"x 6'8" w/SideI.ltes Sidellte-Glazed Glazing:lc-•1/8"Tempered W/AFCO A-117 sill Installation Details:1 W 152012 FL Qualifies Configurations:O/X/XO,'OVOXO/XX/XXO/OXX/OXYO OXXO I/S Door-Opaque 12'5"X` 8'2" +35/-35 psf NCTL2103804-3/NCTL210-3801-1/FL1938/W4788 Max Panel Srz� 3'0":x 8'0"/Daylight Opening:1'10'x'6'8" Double w/Sidelites Sidelite=Glazed Glazing:>G-1i8"Tempered w/AFCO A-276 Sill Installation`Details:JW142012FL Qualifies Configurations:0/X/X0/OX/OXO/XX/XXO/O7U OXXO OXXO I/S Door-Opaque 12'5"X 87 +351-35 psf NCTL 210-3804-3/SJW2010-146/FL 1938/W-1788 Max Panel Size:3'0."x 8 0"/Dayliglu Opening:1'10"x 6'8" Double w/Sidelites Sidelite-Glazed. Glazing :IG-118"Tempered w/Endura LZAILS625DSR Sill Installation Details:JW 142012FL Qualifies Configurations:O/X/XO/OXIOXO/XX/XXO/OXX/OXXO OXXO O/S Door-Opaque 12'S"x ST? +35/-3.5 psf NCTL210-38044/NCTL 210-3801-1/FL 1938/W4788 Max Panel Size:3'0"x 8'0"/Daylight:0pening:1'10`'x.6V Double w/Sidelites Sidelite-Glazed Glaiing:IG v8"Tempered w/AFCO A-117 Sin Installation Details:JW 142012FL. Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXXIOXXO National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23012 Tel: (804)684-5124/Fax:.(804)684-5122 NAMI.AUTHORIZED SIGNATURE: JELD-WEN DOOR TABLE 1 INSTALLATION DETAILS DESIGN PRESSURE.RATING: CONTOURSSTEEL DOOR,WOOD EDGE SIZE QUALIFIES:OPAQUE ACTIVE PANELS WITH NON-IMPACT GLASS SIDELITES 5 24 GA.OPAQUE W/FULL LITE SIDELITES MAX.PANEL WIDTH 353/4" &O TALL SYSTEMS: (XX)(XXO)(QXxo)(x.)(OX)(XO)(OXO) UP TO 12`-0"X V-10" POSITIVE OUTSWING +35 OUTSWING/INSWING GENERAL NOTES I NEGATIVE 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(LB.C.)&INTERNATIONAL RESIDENTIAL INSWING POSITIVE +'35* CODE(I.R.C.)AND THE CURRENT-FLORIDA BUILDING CODES(FBC),EXCLUDING-HVHZ.AND HAS BEEN EVALUATED IN ACCORDANCE. NEGATIVE _ TO ASTM E283-04,E330-02,E331-00 AND AAMA.1304.02. 2.1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK COMPONENT LIST MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. ITEM DESCRIPTION MATERIAL QTY. 3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONSSHOWNFOR 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 2X WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. 4.THIS DOCUMENT SUPERCEDES'OTHER ANCHOR INSTALLATION INSTRUCTIONS 3 lx WOOD SUB BUCK(S.G.MUST'SE 0.55 OR GREATER) WOOD AS REQ. FOR NON-IMPACT RATED DOORS.FOR OTHER IMPORTANT 148 7/8"MAX.FRAME 4 #10 WOOD INSTALLATION SCREW W11 112"MIN:EMBEDMENT STEEL AS REQ, INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 37 1/2'MAX. 5 3/16'ITW TAPCON ANCHOR W11 1/4"MIN.EMBEDMENT STEEL AS REQ. DOCUMENT#,All06(PRE-HUNG EXTERIOR ENTRY DOORS) FRAME TYP. 74"MAX.FRAME—{ 6 99 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 FOUND ON THE JEL0.WEN WEBSITE: D.L.O. I 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL S REQ. JELD-WEN.COM/PRODUCTSUPPORT/DOCUMENTS/ SHT.# 8 #9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL 30 OR 60 INSTALLATION-lNSTRUCTlONS 9 1"O.A.IG NON-IMPACT FRAME GLAZED BY ODL PolypTupylenel 1 OR 2 5p. FLORIDA APPROVED SHUTTERS ARE NEEDED M - '® ® i 10 KWIKSET LOCK SERIES 400- -STEEL 1. - WHEN IMPACT PROTECTION IS REQUIRED'. m w 11 KWIKSET DEADBOLT SERIES 660'- - : STEEL f N" 6. FOR DESIGN PRESSURE RATINGS, it w O .*NOTE; IF PRODUCT IS CONSTRUCTED USING THE 1 1 iENGTH SEE TABLE 1,SHEET 1. OUTSWING ENDURA FOB4566(SHOWN BELOW), I I z z o THEN PRODUCT DOES NOT REQUIRE.OVERHANG T.ALL FASTENERS IN WOOD SHALL p PROTECTION.OTHERWISE,REMAINING SILLS Io BE COUNTERSUNK 3116"DEEP. Z¢ �'' LISTED ON SHEETS 3 THRU.6 HAVE NOT BEEN• RATED FOR WATER INFILTRATION. IF AUTHORITY EXAMPLE: ,� O X • _ M3116" 4I-' HAVING'JURISDICTION VALIDATESTHATPRODUCT o MEETS THIS AND/OR OTHER REQUIREMELISTED PRODUCT,MAY BE USED WHEN.INr v=ti i �, AT LOCATION PROTECTED BY OVERHANGSUCH OVERHANG =ZIll.../// � AcT INACTIVE THAT OVERHANG(OH)RATIO=OH LENGTH+OH RATIO O$FIXED. FIXED HEIGHT IS a 1.0 __ w NON-IMPACT LITE ///�� oh E° s 12-0 X 8-0 ELEVATION ///y// S "� 4 a 371/2'MAX.O.A. SEE SHT.#2 DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) ENDURA F084566 {�FRAME TYP. 75L In 0 I I "MAX.FRAME-1 �75"MAX.FRAME-1 1--112 1/2'MAX.FRAME �74"MAX.FRAME-1 O` W z LU I I I iT .. ` F' .0 li•.-:�ti a_y' - .r i ! ' .y° T�—...'! 1 j I",)[ �.f. E"ys _ O 0 Co.r j. O (j 3wz o 0 N �mW 11 'I I opo ¢o zZ 11ITYp.: W3c �o �3 LL �' k._: O I A I I I 0. / j 9, .$ 9 /.. LU L N W Z N CO Qr10 `3 I !0 Oz0 .1.1- 1 > I�k-� �a. f Of co QR Lf/ 6-0 X 8-0 ELEVATION j w 1 ! _ LSI DOUBLE(XX) O Q 0 ' z ,. ACTIVE ! ACTIVVE ACTIVE ILII '' ACTIVE I ACTIVE INACTIVE Z O~ FIXED ! FIXED \ \, FIXED FIXED.I/ ;FIXED \,;� GO v Z OPAQUE FULL LITE 6-0 X 8-0 ELEVATION 6-0 X 8 0 ELEVATION 9-0 X 8-0 ELEVATION 1111L!/L 7 O V N ° 3-0 X 8-0 ELEVATION DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) �� SGS F. SINGLE(X)&(0) 2/23(2012 j O SHEET INDIX s :NONE _ 7 SHEET# DESCRIPTION ...7t ov+c:er;G.LUBBECKE 1 GENERAL NOTES B.O.M.&ELEVATIONS 2 OUTSWING INSWING BOX MULLING DETAILS -w19Eh aK er:S.SAFFELL 3 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD Digitally signed by Hermes F.Norero,P.E. '�F '7 ; 4 OUTSWING VERT.AND HORIL SECTIONS IN MASONRY/CONCRETE Reason:I am approving this document 398 tr 1BHAC" 1 38 5 INSWINGVERTICkANDHORIZONTALSECTIONSINWOOD PP 9 q.�u ,* 6 INSWING VERT.AND HORTZ.SECTIONS IN MASONRY CONCRETE Uli, W"04 )W142012FL 7 OUTSWING AND INSWING ANCHORTNG DETAILS Date:20.15:01.0713:44:33-05'00' FBPE CE 1<!�R AI" .'*NO.29578 g' 1 OF 7 7-#8X2' APPLY DAP ALEX PLUS SILICONE PFH SCREW AT OR EQUIV.BETWEEN EACH MULLION TYP. JAMBS BEFORE MULLING 21118"MAX.D.L.O. f NL 2 FIXED ACTIVE B2 B2 v a 0 Wl M o v rn :;. 0 0 .0 M ...: :.: CL vi.....90. I ODL LIP-LITE NON-IMPACT A 3-0 X M SHOWN w E o SE INTERIOR )314o' SIDE GLASS (D � z 0~_ Lu 1 z Ogg Ogg 3(o0 o 11MAX. z z o314"AIRSPACE D LL O 3!8"MIN.GLASS I j a8" BITE F i17 W cy DETAIL B2 o r un ODL NON-IMPACT GLAZING DETAIL Z 6 o z MAX.D.L.O 21 1/ ':X791181, oN0- BOX SIDELITE MULL � A2 `,�SgU MAX.4 UNITS pt��F� �F �'� S 2/23/2012 I OAT EXAMPLE:OXXO,OXO,OX T 7 O smc.NONE f * *= Bey:G.WBBECKE DETAIL A2 BFi cHK.m;S.SAFFELL �i (7)FASTENER LOCATIONS AT � 7 [cnwu+W DOUBLE-BACK JAMB ATTACHMENT a9 plfgl ESEA 1CFL 04 B JW142012FL FBPECER7'.106190.29578-er 2 or 7 1"MIN. --f— 1 4 1 1'MIN. --I--- 1"MIN: 4 1 2 1 112"MIN. 2 1 112"MIN. 2 1 4 4 INTERIOR EMB. EMB. EXTERIOR.. I I 1 %' ' SEE NOTE#Y' / /. 2 ON SHEET 1 1 1/2"MIN. 1/4" 1/4' EMBED. MAX. 118" MAX. SHIM SHIM 1, 4 4 SEE NOTE#7 INTERIOR EXTERIOREXTERIOR 1"MIN SEE NOTE#7 INTERIOR 1"MIN r EXTERIOR ON SHEET 1 ON SHEET 1 INTERIOR OUTSWING OPERATING UNIT OUTSWING OPERATING UNIT OUTSWING FIXED UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION VERTICAL CROSS SECTION ENDURA F084566A SILL 1 1/2"MIN HEAD JAMB HEAD JAMB EMBED. 11/2"MIN. 2 1 1'MIN EMBED: 4 1 2 1-MIN —I 1/4"MAX. O!/TSWING FUIEO UNIT { t`SHIM HINGE DETAIL: VERTICAL CROSS SECTION SEE NOTE#7 TOP=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6) SILICONE AT SILL ON SHEET t CENTER TOP=8 SCREWS(ITEM#8) 1 4 4 1"MIN /�% CENTER BOTTOM=8 SCREWS(ITEM#8) + 1 BOTTOM=8 SCREWS(ITEM#8) INTERIOR EXTERIOR C c N � v �/. INTERIOR • 0 0 l"MIN. - 1 1/2"MIN: 2' m 8 EMBED:' LT 4X K E% n E o m FIXED UNIT EXTERIOR 1"MIN HORIZONTAL CROSS SECTION OUTSWING OPERATING UNIT W LU 0 z OUTSWING SHOWN /• - VERTICAL CROSS SECTION- 0 r Z C OPTIONALAFCOA•117SILL W` 1 LJ O 0 Z v 7 2' OU)6 1 2 6 .3NOTES �'IW.Z O� 2 EXTERIOR 2X FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR of- N �1X BUCK CONCRETE/MASONRY OPENINGS,SEE SHEET 4 OFU- cc O ZD 7 O O OPTIONALLY.ANCHOR CAN BE PLACED IN NARROW SECTION W�c z 0 .1 - OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND W W-co Q Z - EDGE DISTANCE AREACHIEVED. 4 �¢a g l"MIN. / 1"MINA ITEM#6.(#9 X 2 1/2')TWO SCREWS TO BE INSTALLED IN TOP (L � 2 �. 1 HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. m O� o- W INTERIOR O X: AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR Z 0� z 1 ®MAXIMUM SUPPORT. O N j $ 1"MIN. \� / 1."MIN. J��`E$F. O''��i ff 5 SEE NOTE#7 / ��` � onie,2123/2012 4 a ON SHEET 1 ��• p0 114"MAX. 114"MAX 7 s--NONE SHIM SHIM------------111111 * m* 1 112"MIN. 1 112"MIN. owrimG.WBBECKE EMBED., EMBED. 7IE9 6fi ars;S.SAFFELL OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 398 frBfACF�17Q 8 tW JW142012FL HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ' D ®Af1t1,�i.�04 FBPE CE ifim1411 FR NO.29578 5 EST 3 7 1'MIN. 1'MIN: ;"-MIN. 1'MIN. SEE NOTE#7 ' - CONCRETE/ 1'MIN.," 1"MIN. MASONRY Y"MIN..' 1"MIN. BY OTHERS TYP. ON SHEET 1 1 INTERIOR 1114' MIN." 1'MIN. Q \l. MIN. 1*MIN.. 1 = 1'MIN: .5,. INTERIOR E7tTERIOR� , .EMB.. EM8EQ .. EXTERIOR .., .. S- - :.i 1E71M4"ELN:. RIOR EMBED 2 2 � / 5 / coNCRE7Er 5 CONICRE 1114"4' d a : •d' '.a MASONRY .... MASONRY� ' '•'MIN, L d 1/4'MIN. ` d BYOTHERS � % BY OTHERS EMBED +. a .:,.v' EMBED 4 1/4 � . T ry / T / • %/ /� . / . MAX 1f4 /� // / _I 1"MIN 1"MIN'-�I V MIN SHIM EXTERIOR. MAX / _ 3 5'= - MAX. SHfM - OUTS WING OPERATING UNfT' 1'MIN INTERIOR EXTERIOR .< EXTERIOR SHIM - VERTICAL CROSS SECTION OUTSWING FIXED UNIT z - ,`ON SHEET 1. RIOR E,., S SECTION. SEE'NDTE#7 ,OUTSWIMG OPERATING UNIT SEE NOTE#7. INTER OUTISWING OPERATING UNIT SEE NOTE#7 'NIE OUTSVJING.FU(ED UNIT NDURA F064566A SILL ,' VERTICAL AT SILL- ON;SHEET I VERTICAL"CROSS''SECTION ' ON SHEET.1 CONCRETE1 VERTICAL'fCROSS'SECTION - :_ VERTICAL.CROSSSECTIONMASONRY- - OP710NAL 1XBUCK, ' -.5 2'. HEAD JAMB HEAD JAMB: . .. . BY OTHERS INTERIOR EXTERIOR HINGE-DETAIL ' 1 114"MIN $, 3- _ TOP=6 SCREWS(ITEM'#8),2 SCREWS(ITEM#6) EMBEDEXTERIOR CENTER TOP-8 SCREWS(ITEM#8),e< ,CENTER BOTTOM=8 SCREWS #8) a 1"M)N BOTTOM=8 SCREWS(ITEM#8) "MIN. -'\ ... '• ,.j�.°� 5 .. �: •• V MIN.- .. 8 INTERIOR O.. 8 I 'D 1'MIN' MINA > c $y X - OUTSWING OPERATING UNIT \ INTERIOR VERTICAL CROSS SECTION `. �- o 1"MINS ': - OPflONAL AFCO A-117 SILL. : •�. a m a 114"MAX, SEE OTE#7', 1'MIN. \�� SEE ITEM#7 6 -9 LL 1✓.� SHIM ON SHEET I I - N MIN: ON SHEET t k c. 1 1W MIN FIXED UNIT - I - - I 114'MAX. k', EMBED. N RIZONTAL CROSS SECTION ./ _ _ ` •,. ---"'111 SHIM OUTSWING SHOWN. ` / 1 1/4• �. / MIN.EMBED �,Ul w.-U' z 2: 2 6. / 1 2 7 2X OUTSWING'OPERATING UNIT Cr I-z O W zt,� CC HORIZONTAL CROSS SECTION O'W w W EXTERIOR 11/4"MIN. 00 Z EMBED OPTIONAL 1X BUCK O y a l"MIN. 5 O .�.1 Fes- �. - 1"MIN.- 4 - % -$ _1"MIN: a. EXTERIOR 0 LLQ Z` 1'MIN. 1 �, INTERIOR - % 1 W ;4 z Nx,' MIN.= FW- °0 5 _ 1°MIN. �� /• ;.1"MIN. ` d aiy �� EE NOTE#7 /� -0'� 1'MIN. ON SHEET 1 5 I I 1"MIN: �\ ON SHEET 1SEE NOTE 7 - Z< £ l7 J. 114"MAX. I I .... l 1' IN. \�� . INTERIOR O N. .Z 1114"MIN. 11SHIM 5 SHIM I tEMBEDN. 1"MIN. V `a ,�\�\ ,X�\a ��j F. EMBED.. .. % :. - . . �, ��i YE:Wn/; _ OU78WING.HINGE JAMSATFRAME- ' 'OUTSWING-LATC14JAMS AT FRAME '' "• ••• �'P ..: O1Z t!4'MAX, "r Q HORIZONTAL CROSS SECTION HORIZONTAL CROSS.SECTION NONE - SHIM :.. 7 .. .. NOTES: ' 4 It " * Dmsv>G.LUBBECKE OPTIONALLY,ANCHOR.CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG>ASMINIMUM CONCRETEIMASONRY 1 1/2•MIN? EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. - BYOTHERS EMBED : � �K• SSAFFELL 2 ITEM 1I6,(#9 X 2 1@)"TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE.,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE.INSTALL. •7.,&,•,� u WINGr ! CROSS SECTION OF HEAD JAMS OR SIDE JAMB 398& BfAC1 17#336 JW142012FL 3>AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. - DIC/� ° RFI, �3D - FBPE CEf!�H[AW0..NO.29578-EEr: 4 OF 7 1"MIN. � 1" 4 1 I'MIN. I^- 1"MIN. 4 Qi 2 2 2 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 1/2'MIN, 1 1/2"MIN. EMB. EMB. 1 4 4 T 1 '4 4 1 1 114" -r 1/4' 1 1/2"MIN. 1 112"MIN. 2 MAX. 1/8" MAX. EMBED. EMBED. SHIM SHIM EXTERIOR EXTERIOR II SEE NOTE#7 INTERIOR SEE.NOTE#7 INTERIOR I 1"MIN � Y`1-MIN ON SHEET 1 ON SHEET 1 1"MIN -1 1"MIN. }- , INSWING.OPERATING UNIT" INSWING OPERATING UNIT INSWING OPERATING UNIT INSWING FIXED UNIT" VERTICAL CROSS SECTION VERTICAL CROSS SECTION VERTICAL CROSS SECTION VERTICAL CROSS SECTION ENDURA HF14565 SILL INTERIOR ENDURA ZAIL4565 HEAD JAMB HEAD JAMB 4 1 2 1 1 4 4 EXTERIOR 1 1/2'MIN. _ EMBED. I 114"MAX. - - - ---II rSHIM SEE NOTE HINGE DETAIL: 2 ON SHEET#7 TOP=6.SCREWS(ITEM#8),2 SCREWS(ITEM#6) 1 1/2"MIN. CENTER TOP=8 SCREWS(ITEM#8) EMBED. 1"MIN j r1 1 CENTER BOTTOM=8 SCREWS(ITEM#8) BOTTOM=8 SCREWS(ITEM#8) MIN ap 9 o n o o n m /EXTERIOR �O 8 1-MIN a m • 00 � � 1"MIN / INSWING OPERATING UNIT VERTICAL CROSS SECTION i 4X AFCO A-276 SILL 0 hi a Z ^ E o EXTERIOR INTERIOR t M a INTERIOR 1 4 4 FIXED UNIT HORIZONTAL CROSS SECTION0 w z z_ INSWING SHOWN / W,w-g CCO 2 Oo Z , U 7 2 1 1 2 6 3 1EMBEDN 3.. F Z 2 INTERIOR 2X I po ai O I^ 1"MIN �I j LL O i o / F� Lu 1"MIN o . - INSWING FIXED UNIT F.W., ul z VERTICAL CROSS SECTION y X 1"MIN. % 4 1'MINA ENDURA ZAIL4565 WITH Z-60 SEAT a 4 Q NOTES O > EXTERIOR FOR PLACEMENT OF ITW TAPCON ANCHORS IN OF 4 > 2X BUCK OR 1X BUCK CONCRETEIMASONRY Z a z OPENINGS,SEE SHEET 6 U N o 1°MIN. �\�� j j/ 1"MIN. 2 OPTIONALLY,ANCHOR CAN BE PLACEDIN �� ES F �i� G SEE NOTE#7 NARROW SECTION OF HEAD OR JAMB AS �� -m 2/23/2012 1/4"MAX 4 1 ON SHEET 1 _ 1!4"MAX' I I LONG AS MINIMUM'EMBEDMENT AND EDGE tFYYYY"''�� SHIM SHIM---'''111 DISTANCE ARE ACHIEVED. T soaE:NONE 1 1/2"MIN. 1 1/2"MIN. ITEM#6;{#9 X 21M)TWO SCREWS70 BE -* ' * = °G.m G.LUBBECKE EMBED. EMBED. INSTALLED IN TOP HINGE AT JOB SITE, �6fI - Efi/� a ":S.SAFFELL CLOSEST TO WEATHERSTRIP. ' 7 INSWING LATCH JAMB AT FRAME INSWING HINGE JAMB AT FRAME 39816,,7 BFJkC(i gg'��, 38 owtnnc m.: HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 4>AT SILL,PLACE ANCHOR IN SILL DAFT Cz-,,1 JW 142012FL BASE MATERIAL FOR MAXIMUM SUPPORT. AA + -P"'04 FBI CE0.29578 S"--T S' m 7 ',. CONCRETE7MASONRY - v MIN BY OTHERS '1"MIN. CONCRETE/MASONRY 1 MIN. '1°MIN, 1`MIN. ` BY OTHERS 1 - -i'MIN.— 1'MIN. INTERIOR IN EMB i'MIN 1 EXTERIOR INTERIOR. EXTERIOR MIN.' 1'MIN.a MIN, 1'MIN. 5 5 "3 5` 3 _i t .:,$ EMBED EMBED •,, b.. '` 5 1 174"MIN. 1 1w.MIN EMBED %//%1/////% EMBED .CONCRETE/ ' .. ..MASONRY .2 2 a •a t' �•. d ,a_SYOTHERS L 114• sHIM INrEaIDR EXTERIOR' 1'MIN 1'MIN� I`1 MIN 1"MIN� - Mme' // INSWING OPERATING UNIT- INSWING.OPERATING UNIT SEE NOTE#7 SHIM ON SHEET 1, INSWING OPERATING UNIT MAX. INTERIOR • VERTICAL CROSS SECTION+ VERTICAL CROSS SECTION 'SHIM EXTERIOR `` ,SEE NOTE#T EXTERIOR '; _." ENDURA HF145B5 SILL'._ AFCO A-276 SILL = 'VERTICAL`CROSS SECTION' . ON SHEET1 - INTERIOR 'OPTIONAL:.IX BUCK :. SEE'NOTE#7 `INSWING:OPERATING UNIT INSWING:FIXED`:UNIT ON SHEET t" VERTICAL CROSS SE :VERTICALCROSS SECTION4EXMR HEAD JAMEi HEADJAMB INTERIOR EXTERIORINTERIOR1 114"'MIN. `� 1 EMBED. HINGE DETAIL:1%4*MAX. TOP=6 SCREWS(ITEM#8);2SCREWS(ITEM#6)_ '11ra^MIN: NHIM INTERJOR CENTER TOP=8 SCREWS((TE ,#8) EMBEDEMBED CENTER BOTTOM=8 SCREWS(ITEM#8)BOTTOM=8 SCREWS(ITEM#8)VMIN n 0' t o in rn 1"MIN. 2�' \ I •I. ,' ,_•,.. „ , '�• CONCRETE! \\ >EXTERIOR t MIN 1"MIN t MIN—� 1"MIN MASONRY •.. d y BY OTHERS r co INSWING:OPERATING UNIT INSIMNG FIXED UNIT' 8 VER77CAL CROSS SECTION VERTICAL GROSS SECTION 3 ENDURA ZAIL4565 ENDURA ZAIL4565 WITH Z40 SEAT 1"MIN. \\ : - EXTERIOR E o m -+-- ' FIXED UNIT SEE OTE## ON SHEET 1 HORIZONTAL CROSS SECTION INSW/NG'SHOWN \ / 5 \. t�7'W Z 5 1..MIN. t w J, 2B X 1 2 7 2X 1"MIND 4 0 2 W _ :1 ' ,\ :. INTERIOR . INTERIOR t 1/4"MIN' 'y.F Z i. .... EMBED ) z 4"MIN. \ / � 1•MIN.. - \��. SEE ITEM#7 p J N. 0 QC O O 0 8 1"MIN. o 1'MIN. ' \ -J _, t75HIMX N Lu 9HEET_i _ t EXTERIOR 1"MIN. F W; . .: / ... - .. U) x .. ✓ - MIN:EMBED J•MIN. �• INSWING OPERATING UNIT vl-¢9 HORIZONTAL CROSS SECTION �,aO.r 1'MIN \ �// 1'MIN OPTIONAL,1X'BUCK O '� m \\ EE NOTE 4 7 // v a z 0 OF > ON SHE 1 5 i"MIN. ° \ SEE NOTE Z'C7 z. 1 \ ON SHEET I- a 1/SHIMM t"MIN. a \\\ INTERIOR ��= Cj F. � '��i g z.... _ 114"MAX. 1 1!4°MIN.. v �`' ....e.• t 174"MIN, I SHIM - - _I. EMBED. t"MIN. °. - \\�. !y .• .P �„ oah:2/23/2012 - EMBED. IN JAMB AT FRAME. - INSWING LATCH iJAMB AT FRAME- 7 %,M-NONE, HORIZONTAL CROSS SECTION' HORIZONTAL CROSS SECTION - - ° 114'MAX. _* * C o,r -Y:GsLUBBECKE NOTES: — SHIM �b ,OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM - ° 4 - JErfl k" aK sr:S,SAFFELL EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETEIMASONRY BY OTHERS 1 EMBED - 3985 Gf; 7• BEAD'• , P338 onawmc ea: 1DITEM#6,(#9-X 2 1@"}TWO SCREWS BE INSTALLED IN TOP HINGE AT JOB SITE, TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE:INSTALL p n `QA04 JW'142012FL '3>AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. - - CROSS SECTfON OF-HEADJAMB OR SIDE JAM13 FBPE.CEF(f!M AIXPN� 40.29578 NOTE:3 4 5 371/2°MAX. a a 74°MAX.D.A.FRAME 1 2 SHIM FOR SUPPORT AT OR NEAR �. I{ 'O.A.FRAME EACH ANCHOR IS REQUIRED —3"TYP. '1} 3"TYP.-�I { 3"TYP. I O 1 � � a O C7 IC7 T N Z/8"MAX.O.A.FRAME F � I1 [7- TYP C7 C7 3 TYP x j 2 3 .._..... ...=.-J. .. ...._ --- Z I d a- 3: r.. I w W e ( ° z � N ..,,,.... .. . �Z II I I LL Z)� } X X w z [ A7 I 6l A7 - a v ` 4 n CL LL D7 D7 cD m cmI I �. I N U 6-0 X 8-0 OUTSWING/INSWING 3-0 X 8 0 OUTSWING/INSWING D7 D7 ((( _� ^O (30)ANCHOR LOCATIONS (18)ANCHOR LOCATIONS (FROM EDGE OF FRAME) (FROM EDGE OF FRAME). 12-0 X 8-0 OUTSWING/INSWING TYP.-'•TVP. (50)ANCHOR LOCATIONS 3"7Y I3 TYP, o m 75"MAX FRAME (1 m rn (FROM EDGE OF FRAME) a =� ° tf z m o -� �3" P. 3"TYP. ' d • a o a m 112 1/2 "MAX FRAME -- a B Y �3,:TYP. 3 TYP. (Ilan. . j Q —1 NF Z^ I n0 L n E o Z � �V � I I 0 ~ 1 wco �?Z �<n 5 - - C7WZ I w A �1 I` OZ O_Z I 17 I Q PANEL�CENTLR _f DETAIL A7 4 5 0-Z a w` a' S` (8}ANCHOR"LOCATIONS AT MULL O c� z PANEL cENTBR .-�� LL X O (LEFT MULL SHOWN, `4�5 Xa ?� a RIGHT MULL OPPOSITE SHOWN) o u 0 X 0 �) `° ; �'� s^_�� opo �rn c z m i I I Fn} co. �- 3•TY 3"TYP.. _ W X F- W ! / N O =O _ a ti -- - _............ 6-0 X 8-O.OUTSV4JING/INSWING - n O z (28)ANCHOR LOCATIONS ° d° a 9-0 X 8-0 OUTSWING/INSWING (FROM EDGE OF FRAM o N (38)ANCHOR LOCATIONS (FX X ROM EDGE OF FRAME) .�` SES F. O _ -Am 2/23/2012 2-#8 X 3"PFW -- - ----— 7 ';O su�NONE -1-'BOTTOM ASTRAGAL .Ca7 * T ? _ 'p(5} �.G.LUBBECKE eiSTRIKE PLUG -i`- -K ft;S.SAFFELL `'/ -1-TOP ASTRAGAL 1 BOTTOM SHOOT qi :�� DETAIL B7 STRIKE PLATE 398 E B/► bEA(SH' P38 (10)ANCHOR LOCATIONS DETAIL C7-C7 DETAIL D7-07. BOLT INSERT PLUG DETAIL D7-D7 IW142012FL OUTSWING OR INSWING OUTSWING ONLY INSWING. ONLY E CE/��I.t1T•n�.f � AT ASTRAGAL FBPE CER .b�1AtJTH_ 0.29578 �T 7 a 7 398 East Dania Beach Blvd. BUILDING DROPS Suite.-338 Dania Beach,FL 33004 A Perfect Solution in Every Drop 954.39,9.8478 PH [eetif tte of Authorization:29578 954..744:4738 FX: mntaeY@bulldingd'rops.corrm Pru uctTv' ua.ion . e ort of .JELD-WEN;inc: Contours;Steel,Door, Woodt Edge 24 Ga. ( .paque w Ful1.Life Sidelites Qutswiog4nswing for Florida PrOd_iict Approval _. Current.FloridaBulld' 'Code 1Wth6.d: 1 —A wertification Method} C ,te O . Exterior Doors a g rye• Sub Category Swinging=Exterior. Door Assemblies Product: Contours Steel Door, Wood Edge -�24 Ga Opaque fv/Full Lite Sidi#.ies ` Ilp to 12' 0"x 8'-w Outswingllnswing Viater►al Steel/Wood Produet Dimensions:• " 148.975-'1'X98-'1 )Waximum) PreparedTor: JELD-WEN' i , ns: p Blvd.. �iY.�y►►►ilrtt��, . . ,3'737 Lake ort Tlaxnath 'als b1 . 971 Q 9 Prepared"by- 7 fferrnes F. Nor ero; P. _ Florida Professional.:Engineer#73778 T T Date.1/1 012014 - ' 0' P�' Contents: �if jS�QNAX- Evaluation Report „ Pages 1.-=4-. fi r.I rtw� _ Digitallysigned by Homes F.Noreto,,P:.E. Hermes F:Norero,PE.� Reason;= "am.a rovin_ this docum` pp g ent Flo rida=lVo.7377$ Date:2015:01:07 1133-11 '05'00' �R BUILDLNG DRO�PS . A Perfect Solution in Every,Drop. Date: 11%10/2014 Certificate of.:Authorization:-29578 Report No: 3310 Manufacturer: '.' .JELD-WEN,Inc. , Product:Cate o Exterior'Doom g.ry:. Product.Sub-Category: Swinging,Exterior Door Assemblies Compliance Method:' - State Product-Approval.Method(1)(a) Product Name: ` Contours Steel Door,Wood'Edg%24 Ga.Qpaque w%.Fulf`Ute Sidelites, Up.to 12'-0"x:8'-0"'Outswing/Inswing 148.875"k ",(Maximurra) Scope: ThisAis a Product Evaluation Report issued by Hermes R Norero,p.E.(FL#737.78)for JELD-WEN inc. based on Method.la.of the State of Florida Product Approval,Florida Department of Business and Professional Regulation,-Florida"Building.Commission. Hermesf. Norero,P.E- does not have norwill`acquire financial interest in the:company manufacturing or distributing the productor-inany other entity,.involved in the approval process"of the pcoduclnamed,herein:,.r This product has been evaluated:for use in locations adhering to the current Florida Building Code: See-Installation Instructions;M42012FL signed and,seaied.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:currenzt Florida Building Code, excluding the"High:Uelocity Hurr..icane Zone"(HVHZ). 2 _ Product anchors shall.be as-listedand°spaced as_shownon details. Anchor embedment,into substrate;materialshal[belbeyond wall dressing orstucco, re uirin wind borne debris protectionth.is-product complies with 3. - When usedin areas q g Section 1609:1.2 of-the current Florida Building Code and does;,require an impact resistant: covering: 4. -Site:conditions that deviatefrom'the details of drawing JW142012FLrequirefurther engineering analysis'by a licensed'engineer or registered architect. 5: See'Installation Instructions:JW342012FL'for"si' e,and design pressure;limitations, Hermes F.Norero,PE. Florida No.73778, Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 11J10/2014 Certificate of.Authorization.29528 :Report No: 3310` :Quality.Assurance:, The manufacturer h;s.demonstcatedcompliance of'peoducts'.in accordance with;the florida Buildifi 'Code for:manufactuein under quality.g g a q ty,assurance program,audited by anapproved quality as urance entity through National Accreditation,.& Management institute,Inc..(FBC.Organization:#QUA1789). Performance.Standards: „ The product described herein has beers tested per; 1STME28 -04` - ASTM E330-02'' ASTM E331-00 AAMA;1304-02 Referenced Data: I Product Testing performed by National Certified=Testing lab : oratory,inci., . (FBC Organization; TST1589),'.: Report# NCTL 210-3804-1, Report Date :03/01J2012 Report#=NCTL 210 3$04=3, ReportDate:Q /01%2012 Report#' NCTL-210-3804=4, ReportDate;U3/.01/2012 Report,#"NCTL-.21b 880 01=1, aReport..Date:02/03j2012 Product Testingperformed`by National Certified;Testing Laboratory;Inc:. - , (FBC Organization#TST9341) Report#:.sjw201U;146, Report;`!)ate 08/16/2010 3, Prod uct=Certification National Accreditation and Management Institute, - FBCOrganization� Hermes F.Norero,R.E. Florida No.73778 Page 3 of A BUILDING DROPS A Perfect Solution:in Every Drap Date: 11%10/2014 Certificate ofA;uthorization;29578 . Report No: 3310 Installation: 1. ,Approved anehortypes and substrates-are as follows.,:'', :Through Frame"instailatio"n% A. For.two by(2X)wood.buck substrate,use#10 Wood 5crewtype installation anchors,of sufficient length. achieve a minimum embedment of 1:S0"into the wood substrate. B. For concrete ormasonry"-substrate,where oneby(DO non=ms' ucturale od"bucking is emplpyed,use 3/16"diame er ITW Tapcon type eoncretescrew:anchors of sufficient length to achieve minimum error d , ` bedment oft.25",into concXete,or masonry., C. For.concrete or masonry substrate where woad buckingisNOT employed;use 3/16" diameter ITW Tapcon,type concreteacrew anchors of sufficient length to achieve minlmum embedment of 1,zS"into concreteor,masonry. -Refer to Installation Instructions(1W1420i2FL)for anchorspacing and rnore details af.the installation r,'equirements. Design Pressure. ; Design Pressure k Ibxo_)Lx UO OXXO Outsvirin Positi�re *+35 P.SF Negative. 3S-PSF Inswing, Positive *+35 PSF Negative ry *-35,PSF '*If the:produc-js constructed using the vutswingEnd4a'F0134566,threshold, then the unit does not require:overhang"protection All other product :constructI ns;_have not been rated for:water infiltration If authorlty`ha ing jurisdiction requires that product meets this regwrement,productshail,be used When installe&at location protected by overhang such thatoverhang(OH) ratio, OH length/OH height is 1.0. It stallation Anchor Layout. Refer to sheet 7 of"7`°of Installation;I nstruction.s;JW142012FiL,for anchors pacing and more details"of the installation'requrements: - H ermes F,-:Norero, P.E. Florida No.,73778 Page 4.0 4 Florida Building Code Online http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGE... 'gym f 0 M Y I t' a.n.« BCIS Home { Log In User Registration Hot Topics Submit Surcharge Stats&Facts Pubikatlons Contact Us'( BCIS Site Map ° Links Search a Product Approval USER:Public User db Product Approval Menu>Product or Application Search>Application List>Application Detail o FL# FL12769-R9 :. Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative ]ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12769 R9 Equiv ASTM E84 Equivalencl Letter 017-08- 1 odf Product Approval Method Method 1 Option A Date Submitted 10/02/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/08/2017 1 of 3 2/14/2019, 12:15 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... Summary.of Products FL# Model,Number or Name Description 112769.1 Contours Steel,Wood Edge Full Lite,Inswing Door w/or w/out Sidelites,12'-0"x 6'-8" - ........................ ---.............._........... .._..................... -- -._........_.._.., Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12769 R9 C CAC NI009887-114 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2020 Design Pressure:+55/-55 Installation Instructions j Other: FL1276.9 B9 II A008730.,$$2(Z13_Q4-0.$..p.Qf Verified By:Hermes F Norero Florida PE No.73778 Created by Independent Third Party:Yes Evaluation Reports FL12769 R9 AE PER3791.1$S 2017-10-25.odf Created by Independent Third Party:Yes _....._...... .__ 12769.2 j Contours Steel,Wood Edge Full Lite,Inswing Door,w/or w/out Sidelites,12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL12...769 R9 C CAC N.I..00.98$7_R4 Cert-fi_cate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2020 j Design Pressure:+66/-66 Installation Instructions Other: FL12769 R9 II A008730 SS 2013-09-08 odf Verified By:Hermes F.Norero Florida PE No.73778 Created by Independent Third Party:Yes j Evaluation Reports i FL12769 R9 AE PER3791 1 SS 2017-10-25 odf _....- -------_ .._..........--- -..... ........_._. Created by Independent Third Party:Yes ------ _ —......---------------- .................. i 12769.3 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,12'-0"x 6'-8" i Limits of Use Certification Agency Certificate i Approved for use In HVHZ:Yes FL12769 R9 C CAC NI009887-114 Certificate p_df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2020 i Design Pressure:+55/-55 Installation Instructions Other: FL12769 R9 II A008731 SS 2015-10-03 odf j Verified By:Hermes F.Norero Florida PE No.73778 Created by Independent Third Party:Yes Evaluation Reports i FL12769 R9 AE PER3792.1 SS 2017-10-25.odf Created by Independent Third Party:Yes .__...._..._.........................__...------.....................------ ......_....---- --.....................__.-.. _......................._._ ............... - ------............... _._...� i 12769.4 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,12'-0"x 6'-8" __...._.........._... —_....--- .._...__...----- .. -------._. ..__....-- -........--- i Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL12769 R9 C CAC NI009887-114 Certificate.pd j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:No 03/31/2020 Design Pressure:+66/-66 Installation Instructions Other: FL12769 R9 II A008731 2015-10-03 odf ! Verified By:Hermes F.Norero Florida PE No.73778 j Created by Independent Third Party:Yes Evaluation Reports FL12769_R9_AE PER3792..1..,_$52017-10_25pdf Created by Independent Third Party:Yes i I 12769.5-- -- I Contours Steel,Wood Edge Half Vent Lite Outswing Door,3'-0"x 6'-8" .._..................._...---- -------- .._..._..._......_..- -.....- ..__...---._......-- - ....; E Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Ei 12769 R9-C-CA NI.0..1.1g$91 Cgi_fig.pf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i [ Impact Resistant:No 01/31/2020 Design Pressure:+55/-55 Installation Instructions i Other: FL12769 R9 II A009078 SS 2013-02-28 pd j Verified By:Hermes F.Norero Florida PE No.73778 Created by Independent Third Party:Yes Evaluation Reports FL12769 R9 AE PER3793 1 SS 2017-10-25 pddf I Created by Independent Third Party:Yes - -----.._.........................._ ----.................... ............... _....._....-...._._.._....................._... ---......................._.........- ......_._........................_...._—..__._......_...._.......... _............_! _....._...... _....................._.�----................._.__ -.............................---........_._...... ------....._........----..........................._...... .....................-- ..... 12769.6 i Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,9'-0"x 6'-8" i j Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL12769 R9 C CAC NI011352-R1 Certificate.odF i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 j Design Pressure:+50/-50 Installation Instructions Other: FL12769 R9 II A008496FL odf Verified By:Hermes F.Norero,P.E.73778 i I Created by Independent Third Party:Yes Evaluation Reports FL12769 R9 AE PER3833.odf Created by Independent Third Party:Yes Beck Next 2 of 3 2/14/2019, 12:15 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE... Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrlaht 2007-2013 Slate 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 mall 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 emaits 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: IQ ® 1 zr Credit Card ;Sale= 3 of 3 2/14/2019, 12:15 PM • I BUILDING DROPS 398 E.Dania Beach.Blvd Suite 338 A Perfect Solution in Every Drop! Dania Beach,FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buiIdingdrops.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 Jeld-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, ,��t[t11111►��jj 7 - -a •• 0 `SSjQNAL�C� ,��Digitally signed by Hermes F.Norero,P.E. 1,11 ►'I tttt1t,0 Reason:l 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 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI011352-R1 DATE: 12/10/2012 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN .. CODE: 822-1 REVISION DATE: 09/17/2015 To verify that the"Notice of Product Certification"is valid,please visit www.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 "Contours" Premium Steel Wood Edge 3737 Lakeport Boulevard Full Lite Non-Impact Out-Swing Door Klamath Falls, OR 97601 w/Endura Aluminum Bump Threshold & Ultimate Hurricane Astragal Configuration:OXXO Glazing:Insulating Glass-(Tempered)or Monolithic-(Tempered) Frame: W-2718mm(107.00") H-2064mm(81.25") Panel: W-915mm(36.00") H-2032mm(80.00") SPECIFICATION PRODUCT RATING TAS 202-94 Design Pressure: +50/-50 psf w/o Surface Bolts Design Pressure: +60/-60 psf w/Surface Bolts Qualifies Configurations:O/X/OX/XO/OXO/XX/OXX/XXO/OXXO Product Tested By: Certified Testing Laboratories, Inc. Report No: CTLA-697W/NCTL-210-3195-1/W-1535 Expiration Date: December 31,2020 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 JELD-WEN'DOOR TABLE 1 INSTALLATION DETAILS DESIGN PRESSURE RATING: SIZE: QUALIFIES:.PRODUCT MEETS.THE WATER REQUIREMENTS FOR'— ZONES-6-CONTOURS PREMIUM STEEL WOOD EDGE MAX.PANEL WIDTH 36" ss TALL SYSTEMS: FULL LITE NON-IMPACT / (xx)txxoj toxxoy t x y(ox)txoy(oxo} UP TO 9'-0"X 6'-8" WITH SURFACE BOLTS: WITH-OUT BOLTS: OUTSWING GENERAL NOTES SINGLE ACTIVE W/OR WIO SIDELITES tx,aX,go,oxo} +66 -69I.SURFACE 9 -sG1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE(FBC)BASE ON THE SIGNED AND SEALEDDOUBLE Wi OR�wroswELiTEs DATE;INCLUDING HVHZ'AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING;TAS 202-94. --N/A(XX;OXX,XXO,OxXO) 0 -50 . 2.1X AND 2X WOOD DUCKS BYOTHERSAND MUST BE ANCHORED:PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.,BUCK MATERIAL;MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER, COMPONENT LIST 3.PRODUCT ANCHOR TYPES AND.SPACING ARE SHOWN ON SHEET 6.DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS ITEM DESCRIPTION MATERIAL QTY. FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ'. 4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR NONIMPACT RATED DOORS. FOR OTHER 2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. IMPORTANT'INSTALLATION INSTRUCTIONS,REFER TOJELD-WEN DOCUMENT#JII106 QNSTALLATION INSTRUCTIONS FOR. 3 IkWOOD SUB BUCK(S.G.MUST'BE 0.55 OR GREATER) WOOD. AS REQ.., _ PRE-HUNG ENTRY DOORS)FOUND ON'>THEJELO-WEN WEBSITE:JELD-WENCbMILEARN/RESOURCE'Sl#NSTALLATION&FINISHING!. 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN!EMBEDMENT STEEL AS REQ, 5 3116"IT-WTAPCON.ANCHOR W/1 1/4"MIN..EMBEDMENT STEEL AS REQ. FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 6 #9 X2 112"PHILLIPS FLATHEAD WOOD SCREW STEEL - 2 0R 4 6.FOR DESIGN PRESSURE RATINGS,:SEE TABLE 1,SHEET 1. 15 1/2'MAX. 107"MAX.FRAME 7 t#8 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.{ SIDELITE FRAME TYP.. 8 #9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 441 7.THIS PRODUCT MEETS THE WATER REQUIREMENTS' f 314'MULL BAR TJAE 9 1"O.A.IG NON-IMPACT FRAME GLAZED BY ODL .Polypropylene 1-4 FOR HIGH.VELOCITY HURRICANE ZONE(HVHZ).SEE DESIGN. D.LO• 741/2"MAX.FRAM - 10 KWIKSET LOCK SERIES 400 OR EQUIVALENT STEEL 1 PRESSURE,CHART BELOW, SHL'#2 KWIKSET DEADBOLT SERIES 700 OR EQUIVALENT STEEL 1 I B..SIDELITES ARE AN OPTION AND CAN BE USED IN SINGLE OR 12 SINGLEGLAZE NON-IMPACT FRAME GLAZED ODL Polypropylene 1-4' DOUBLE CONFIGURATION. __— (� J 9.FULL LITE APPROVAL COVERS USE OFFRACTIONAL GLAZING, S O INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO INCLUDED m w p ARE INTERNAL AND EXTERNAL GRID,BLINDS BETWEEN GLASS, E a1 j C ay 8 °'o EXTERNAL WROUGHT IRON AND DECO.ALSO,SIDEUTES ARE AN z N .. OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. °' 1= m 6- mq x • o 10,ALL FASTENERS IN WOOD SHALL j O rn ( _ Vie.i BE COUNTERSUNK 3116"DEEP. EXAMPLE: 3/16"--^-�. - O. ♦ * V ACTIVE INACTIVE In c ii i f FD<ED f \ :FOCE nI p ,p 9-0 X 6-8 ELEVATION M to aL TYP.NON-IMPACT DOUBLE DOOR W/FULL 1-2 SIDELITES(O,XX,O) LITE SEE SHT.92 70 1l4"MAX FRAME m - 373!4"MAX.O.A. .37314"MAX.FRA E FRAME �_ _ � 741J2"MAX.,MAX:.FRAME�{ .. q.n y. BAR TYP. I 0, Ul 2 I \ Y j LU Off. LU Z� P t qe ° �z LU `4 y y Z f Z ZL_j CTI ._.._.. f ACTIVE ACTIVE . INACTIVE 11111117/ Y� KQ 11 ax-ED FlXED d FIXED �t� ///� t- w FULL LITE FULL LITE 5-4 X 6-8 ELEVATION 6-0 X 6.8'ELEVATION �� S F. �1 O 3-0 X 6-8 ELEVATION TRIPLE(O,X,O) DOUBLE(XX) �' a v SINGLE(X)&(0) O oaTc I1/18/2012 7 = SHEETINDEX wuF;NONE MOUTSSHEET# DESCRIPTION >G.LUBBECKE 1 GENERAL NOTES B.O.M.&ELEVATIONS 2 OUTSWING BOX MULLWG DETNLS i . ar.ew.S.SAFFELL 3 OUTSWING VERTICAL.AND HORIZONTAL SECTIONS IN WOOD Digitally signed by Hermes F Norero,P..E. •�.� •• 4 WWG.VERT.AND HORIZ SECTIONS IN MASONRY CONCRETE !., ocavmcrio.' 5 SURFACE BOLT SECTIONS IN WOOD AND MASONRY/CONCRETE. ReasO.n:I am approving.tllis document 398 DA Q I(D TE.338 A008496FL 6 .OUTSWINGANCHORING DEr`AILS. Date:2012.12.0:3 13:52.47A5'00' DANI iALAolH;h' 33004 FBPE'CERT.OF AUTH-NO.29578 -- 1 61 6 PRESSURE TREATED WOOD APPLY DAP ALEX PLUS SILICONE MULLION BAR(.75"x,4.5625") 6-#8 X 2 1/2 OR'EQUIV,BETWEEN PFH SCREW AT JAMBS BE50RE MULLING EACH MULLION TYP. 4 , AZ FIXED ACTIVE _ B21 B2 B2 U Y I T- 1 ocul p > n r� T • 0.0 m m: ODL LIP-LITE NON-IMPACT Odt:LIP-LITE NON-IMPACT O LL N 1-2 X 6-8 SHOWN 3-0 X 6-8.SHOWN h E o t m g R 118"MIN. 1/8"MIN. TEMPERED TEMPERED 3/8"MIN: 43/4" . GLASS INTERIOR '—GLASS BITE m z 1"O.A.MAX. c C o 12' --- iz 1f8'MIN. �j , 314"AIRSPACE TEMPERED GLASS F THICKNESS Vt �+ 1_31B"MIN.GLASS b z BITE ¢� N f DETAIL B2 cr o a: ODL NON-IMPACT GLAZING DETAIL `� W z MAX.D.L.O.3-0 X 6-8;21y"X 63y" ,�<<tttnurtirrrr G z " MAX.D.L.O.1.2 X 6-8:6 X 63/" `� i 02 BOX SIDELITE MULL � � •, �i, MAX.4 UNITS , QO EXAMPLE:O;XX,O 7 nA*E 11/16/2012 —Le NONE DETAIL A2 T T : mm sr'G.LUBBECKE .FASTENER LOCATIONS AT 1' Q` ck,.Bt S.SAFFELL (6) '•[ij. 1CP:E:' �.}IY8 oanwu:crm: DOUBLE-BACK MULL ATTACHMENT 398 DA411q�� ok STE.338 WITH WOOD MULLION BAR DANITi(IfFac 1! 33004 A008496FL FB)E CERT.OF AUTH.NO.29678 T 2 o 6 1'MIN. 1aMIN.--t 4 Q1 l"MIN: 1'MIN. 4 Q1 2 f 2 1 a 4 1 1/2"MBz 1 U2"MIN. - INTER K)R EXTERIOR EMB: EMB. ? - } + SEE NOTE 1 -ON SHEET 9 '1 112"MIN. 1/4 } 114° EMBED. MAX. 1/8" MAX. SHIM SHIM SEE NOTE#10 INTERIOR EXTERIOR 1'MIN I 1 4 4 / EXTERIOR SEE NOTE 91 INTERIOR EXTERIOR -{I ON SHEET 1 ON SHEET i - 1"'MIN--- INTERIOR, ' l OUTSWING OPERATING UNIT I' j OUTSWING OPERATING UNIT OUTSWING FIXED UNIT VERTICAL CROSS SECTION ENDURA F084566A SILL 1 1/2"MIN VERTICAL CROSS SECTION VERTICAL CROSS SECTION EMBED. HEAD JAMB HEAD JAMB 1"MIN Q 4 1 2 L_ 1"MIN ^I 1 112"MIN: V4"MAX. OUTSWING FIXED UNIT HINGE DETAIL THOUGH MULL; EMBED.. SHIM VERTICAL CROSS SECTION SEE NOTE#10 HINGE DETAIL THOUGH BUCK:'. TOP HINGE.=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6) SILICONE AT SILL ON SHEET 1 TOP=6 SCREWS(ITEM#8),2 SCREWS-(ITEM#6) CENTER HINGE=8 SCREWS(ITEM#B) ,B r MIN - CENTER=8 SCREWS(ITEM#8)' BOTTOM HINGE='8,SCREWS(ITEM#8) BOTTOM=8 SCREW=ITEM#8) 8 x 6 9 o a o INTERIOR O X 4X 2X g 4X h E . t rn 4 a � FIXED UNIT EXTERIOR i N HORIZONTAL.CROSS SECTION � N O OUTS WING SHOWN / SEE NOTE#i0 b �+ ON SHEET 1 a, n .ata. rn.�. 7 2 i 2X\ EXTERIOR' 1 2 FOR PLACEMENT OF ITWTAPCON ANCHORS IN 2X BUCK OR �+ ON, 0 1X BUCK CONCRETE/MASONRY OPENINGS, SHEET w a: 0 in OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION E 13: p O OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND f U Z 3+ l EDGE.DISTANCE ARE ACHIEVED. _ p1"MIN. 4 1".MINQ2 w . .ITEM#6,(#9.X 2172").TWO SCREWS TO BE INSTALLED'INTOP Q HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. _Z INTERIOR AT SILL,PLACE ANCHOR IN SILL B = � I A�t�`IR�fSFi �OR O z -1 - MAXIMUM SUPPORT. �� / G Z- 3 1"MIN: , / 1"MIM. ��Cve T SEE NOTE#1 Z 4 1 ON SHEET 1 O -Am I1/18/2012 ( _ 1/4'MAX, 114"MAX. 7 I, * * scue:NON.E SHIM 1 1/2"MIN. SHIM 1 112"MIN: T T ' °vc m;G.LUBBECKE EMBED. EMBED, 1_ UR Q aK.m S.SAFFELL OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 398 DA'RI h A8H 1i}3.STE.3 "I HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DAN dbBADW`FL 33004 A008496FL FBPE CERT.OF AUTH.NO.29578 3 of 6 '1'MIN. .T"MIN. '1"MIN: 1'MIN! CONCRET E/ SEE NOTE#10 MASONRY ON SHEET 1 1 tl4• 1��IINN},, - V MIN, 1'MIN;' BY OTHERS TYR INTERIORMIN. 1'MIN. '--� I, 1114- 1 1114" .EMB.:. - 1•MIN. - VMIN..; .:' �_ z .'- _. ` MIN. MIN... - INTERIOR EXTERIOR ER - EMBED - EMBED. - I 5 ExT IDR 5. .1 1/4" { E 5 ' 5 - EMB D s s CONCREfEI 2 ., n MASONR`! Co v 11/4•MIN. "4 d 4 ;d' BY OTHERS 1 MASONRY .1 - D 114' EMBE - ._ , BY-OTHERS -�-� TYPICAL tIM 1a, _ t1 - �,1'tyON 1'MIN-^� 1'MIN 1"MIN SH INTERIOR F, RIOR , MAX. EXTERIOR MAX OUTSWING OPERATING UNIT OUTSWING FIXED UNIT SHIM SHIM EXTERIOR.. VERTICAL CROSS SECTION 'VERTICAL CROSS SECTION 1 - SEE NOTE#10 ENDURA f06456BA SILL SILICONEAT SILL" SEE NOTE#10., OUTSWING OPERATING UNIT ON SHEET i INTERIOR ON SHEET 1 VERTICAL CROSS SEC77ON SEE Wt6i10j INT6214R - OPTIONAL IX BUCK " ON SHEET 1 - .. . OUTSWING OPERATING UNIT OUTSWING FIXED UNIT 11/4•MIN. . VERTICAL CROSS SECTION. - --VERTICAL.CROSS'SECTION - - . EMBED. - HEAD JAMS HEADJAMB . 114'MAX: SHIM ,EXTERIOR HINGE DETAIL: " TOP HINGE='65CREWS(ITEM#8)i2SCREN7S(I7EM#6) CONCRETE(MASONRY 1"MIN CENTER HINGE SSCREWS(ITEM#8j BY OTHERS BOTTOM HINGE=8`SCREWS(ITEM#8) \�i 1"MIN.10 x` 8 5 N a a:. 00 rn ,Y MIN, 2X .1.MIN. f y" !L, o w V MIN. S,EE OTE#iQ j I _ p; -9 FIXED UNIT ON SHEET 1 0. 1., 5i HORIZONTAL CROSS SECTION a' o OUTSWING SHOWN 26. 2X 1'MIN. a LL 5 � SEE ITEM.#10' 2 17 MIN. _ON SHEET 1 11*1M ., i Q x - V i EXTERIOR' 1 114 MIN. MIN.EMBED �. EMBED. OUTSWING OPERATING UNIT - oHORIZONTAL CROSS SECTION W i IN. a �_- OPTIONAL 1X SUCK • _ 1"MIN. , 5 2� 1 Lu 1 MIN. t'MIN. O t M otzo.�a�) �u Ir .N i'MIN. '�� t •1:MIN. fa SEE NOTE#10 - 2"o- ind - SEE NOTE#10 �' /' Z _a, 1•MII IN. ON'SHEET 1 5 1`MIN. ,, ( ON SHEET 1 C ��-- m _ 1......... T 11C MAX. .. 1"MIN. i a `,�tUtl llll fJl/�� Qp . U J . 5 'sHIM �� 1!4°MAX. 1 lye MIN 1"MIN. Q' 1114"MIN. SHIM - N � ,• d ' EMBED.' ffFF�•--- EMBEO t •• O y OUTSWINGHINGEJAMBATFRAME OUTSWING.LATCH.JAMt/4 MAX. 7 9 AT FRAME a .. wee 1iJ18/2012- °. , * . * HORIZONTAL CROSS SECTION' - HORIZONTAL CROSS SECTK)N � SHIM smNONE ' NOTES; T T Dm e1:G.LUBBECKE' [DOPTIONALLY,ANCHOR,CAN BE PLACED IN NARROW SECTION.OF HEAD OR JAMS AS LONG AS MINIMUM. CONCRETE/MASONRY 1 1/2•MIN. EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED., BY OTHERS EMBED:. I. �}qy` °��S.SAFFELL ``- 2�ITEM#81(#9X 21/2')TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE,CL03ESTT0 OPTIONAL MASONRY%CONCRETE INSTALL WEATHERSTRIP. 98 QEHEll6XK�-STET. CROSS SEC710N:OFHEADJAMB OR:SIDEJAMB � A008496FL QAT"SILL,'PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT, - DAN dtffm L 33004. FSPE CERT.OF RUTH.NO.29578 4 or 6 OUTSWING OPERATING UNIT OUTSWING OPERATING UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB W/SURFACE BOLT HEAD JAMB I&/SURFACE BOLT IN CONCRETEIMASONRY IN WOOD 7 "MINU4" 1'MIN: -1"1"MMIIN.N. 5. : ]"MIN. 4:. -MIN. - 1 1/2"MIN.. 1-MIN. T - EMBED' 1"MIN. 7' EMB. 114" 2 1i4` MAX. 5 IM 1 S f:. CONCRETE/ SURFACE BOLT STRIKE SEE NOTE#10 - MASONRY SEE NOTE 910 -PLATE(BY IVES) ON SHEET 1 BY OTHERS ON SHEET 1 TYPICAL SURFACE BOLT STRIKE PLATE(BY IVES) SURFACE BOLT SPACER(BY IVES)r SURFACE BOLT(BY IVES) SURFACE BOLT (BY IVES)_ - Ya-20SEX13OLTWIY4-20 J FEMALE END x 1.75"LONG Y-20 SEX BOLT W1 Y4-20 INTERIOR. EXTERIOR 'FEMALE END x 1.75"LONG INTERIOR EXTERIOR, - SURFACE BOLT SPACER(BY IVES)- a m m N K A p O m 6- a m m it SURFACE BOLT(BY IVES)--_ A m Yr20 SEX BOLT W1 Y4-20—. - t ^n FEMALE END.x 1.75"LONG SURFACE BOLT (BY IVES) Ya-20 SEX.SOLTWI Y4-20 SURFACE;BOLT SPACER(BY IVES) FEMALE END x1.75"LONG SURFACE BOLT SPACER(BY IVESy 4 0 } cn z-z SURFACE BOLT'STRIKE `v z O SURFACE BOLT STRIKE o �. .PLATE(BY IVES) .PLATE(BYIVES) L j . � oz f I LLI v 1 MIN. "MIN. EDGE DIST. MIN" l"MIN.I---- l"MIN. cn z =p EMB. EDGE DIST. W m 3. EMB . OUTSWING OPERATING UNIT �Gu VERTICAL CROSS SECTION OUTS WING OPERA7ING UNIT A `�t1111 t 1117/IhTT J SILL W1 SURFACE BOLT VERTICAL CROSS SECTION IN WOOD SILLW/SURFACE BOLT IN CONCRETE/MASONRY 1 Date 2(20/20/2 NOTES: _ 7 -. OPTIONALLY,ANCHOR CANBE PLACED:IN NARROW SECTION ` �OF HEAD OR JAMB AS LDNG-AS.MINIMUM EMBEDMENT AND =*' - * C r;NONE EDGEDISTANCE ARE ACHIEVED. = -a - T T J D: 41 ovu�er>G.LWBBECKE '. [DAT SILL,PLACE ANCHOR IN SILL 13ASE MATERIAL FOR Q' mK,m S.SAFFELL MAXIMUM SUPPORT, ¢aIP.1=.• /8Na; 398D1BEX6�I �hK�.STE.33 A008496FL DAN bGAL 33004 F 3PE CERT.OF AUTH.NO.29578� 5 - 6 / NOTE: Q 2 3 4 5 SHIM FOR SUPPORT AT OR NEAR 37 3/4"MAX. 6 _Y` / EACH ANCHOR IS REQUIRED O.A.FRAME ( 6" 3" 6"TYP.- ``J 3 107"MAX.OA.FRAME '� 8.91 '" - ,. I� 3"TYP. D6. D6 3"TYP.. ao `, I T�R p Z ( 0(FIXEDj X(ACTIVE) 2 3 I I U) Al 0 O --i 3 I 4r) 3 6,:,y1 6' 9. g i I LLI SLAB I + SLAB I a �. I. I DETAIL A6 X0 X }a} (10)ANCHOR.LOCATIONS AT MULL I ' EL mE6 �E6 p t ='I3 'j co 3" 9 0`X 6-8 OUTSWING �. 3-0 X 6-8 OUTSWING :i(52)ANCHOR LOCATIONS (20)ANCHOR LOCATIONS c N (FROM EDGE OF FRAME) (FROM EDGE OF FRAME c) 0 70 1/4"MAX FRAME X It X o m m N 14 9/16" 149/1674.1/2"MAX FRAME *- 3"TYP. Imo- ( 3"T P.--{ a `D r g 6"TY� �. 6"TYP.- 1� ... g L -- X n E a !2a3" qy^z n w...... . � I D6 ci z z I( I CP A6 A6' F DETAIL B6 N m ( 66 (1s2)ANCHOR LOCATIONS �` AT ASTRAGAL °i 2 1 N I. PANEL:CENTER i .14 SLAB. I SLAB —� �. o � X I �.�.::. LL x � IX � c� 0 ! O F 1 I to o a E b 3 Za a of r=r� E6 �6 vai z > ui 4 z � 5-4 X6-8OUT.SWINGd I a s ' ,,��f►Inlurr�� of o (39)ANCHOR LOCATIONS 1- 6-0 (FROM EDGE OF FRAME), (32)ANCHOR LOCATIONSAO y g -2-#8 X'3"PFH o-r 11/18(2012 2-#8 X:3"PFH SCREW (FROM EDGE OF FRAME) 7 G SCREW * . *CSUNNONE I-BOTTOMASTRAGAL STRIKE PLATE G.LUBBECKE -1-TOP ASTRAGAL ................ i� � �� an-$•SAFFELL STRIKE'PLATEp E'N oan x nu DETAIL D6-D6 DETAIL E6-E6 398 DAN(Ar 6W'B TE 338 A008496FL DANIA, IERACAS 33004 FBPE CERT.OF AUTH.NO.29578 6 � 6 3 81ast Dania Beach Blvd. B:UhLDIN DROPS su�te-338 Dana,Beach,FL 33004 i4 Perfect Wotton.in Every.Dl op . 954 39%8478 PH comficdt8 of Autt orizatioit'29578 954.744.4738 F( contact@WIdingdtops.com `of .JTLD=EVEN, inc. Contours Steel, Wood EdgeFull Lite Non=Impact ups 9 0"1-6-8 ops fvr " Florida.Product Approval. ec>`>r't.1 ® 3833- Current Florida Building Code Method:, 1 -=A.(Certificate Method) Cite . "Eateror Doors - Sub —Category. " Swinging Exterior Door Assemblies Product: ?Contours$W4 Wood Edge Full Lito Non Impact l 1?x 6':8 OSS taterlal: ;.. Wood:mth'24'Ga,S'te1 Skia Product T1i[ritensionst" ✓ Ill7'rX:$1 25"(Ma imuru) Prepared For: . 3737 Lakeport Blvd.. Ails- OR 97601.: Premired by: F g1'. No er-.O, P. 'e4 i. . • ,�� itlori la Professional Engineer#737780 -bate::-0&2§h 5 _' 7 Contents: ky Evaluation Report Pages 1-�,4. T"T - Digit liy sigRed,byHermes F Norero,p.E. Reason:I am approving-this docurxtent Hermes �t�kl ►�a;p°.E. Date: {}i:5.flfi:3(115'1.9:23-U4 U0 - Floridallo.73778 BUILaING QRORS A Perfect Solution in Every drop:.: Date 00/29/15 Certificate OA:t !zatrarr.19578 Report Not 3833 Manufacturer: JELD-WIrN, PKatlutfi°Catipgory- Exterior[ c t r Pto, uc`t sub-Category,: Swirng►ng Exterior Door Assemblies Compliance Nle#hod: State Prt�cluct Approval Method:{ {a� 'Product-Name:'' Contours Steel,Wood Edge Fult L.ite;Non impact Up to"x 6-$ = 107"` 01 Z5 {i�ttiaimurn.) 1 "Scope: ":This-is a Product Evaluation Report issued by Her F IVorero,R E�{Fl #73778)for-lE4d-1NEN inc=- lased on.Met 1a of the State of Florida hrc�duct Apprcival,bdpartment of us►t5ess and Professional Regulation L Florida B, ss Hermes F Nnrero,-PE-dce5 not have nor=�nr►ii;acquire finaneiai'inerest►n the cortpar?y. manufacturing of distributing the", roduct br►n;any other ent►ty:►nv A d► , e approyal;processof` the product:nd► ed`tere►n Ri!s-prod4ct-has been evaluate 'df or use�r locations adhering to the current Flor►da-Build►ng Code. See:Installatl6ii instruct►"s AQ0849GFL,signed and sealed by Hermes F Mor ro,P.E.(1'i #7 778}-fir r specific use parameters. Umits,of User r 1. .. This product has,been etialuated,:and`is in compliance with the-current FTotitTa Buiid'►r►g Code, - includlne the"H►gh;Velocity-Hurr6ne Zone"{HVHZj, Z. Product anchors shall be'as listed;and."spaced as-shown on,details. Anchor errrbedmentinto. substrate material shall,be"beyond=wail dressln or stucco :- 3, hen used in ar is p. quir ng wind borne debr►s'protect►on this product complies-wit Wh: Chapter 16 of the current Florida`Building Code°and does require an;irmpact resistant covering. :5. Site',,conditions that deviate frortl tfie"details of drawing A130 96F1 r-equ►re.further engineering analysis by a licensed: ng►n"eer or r g►sterecl architect`: 6; See.iris'taliatinninstruttiopsA0086Flf,arsizeand-design prassirrelim►tatipns: Fiermas`F.Nnrero,P.E. "Florida.No:`73778- - . Page 2 of 4 BUILDING, DROPS A,Perfect Solution in Every Drop':" Date; 05J29/15 `report No Certificate of,Ai th rizition:29578 �. 3833 Quality Assurant e: ' The:rri,anufacturer has demonstrated co oliance of dbo'r products to Accordance with;the.Florida Building Code and State Rqi' for nianufaefuring under a quality assurance jarogram audited by,an approued quality,assurance;entitythmugh National Accreditation"Management Institute.(FBC Organization#.Qt1A1789) 'Pe rformance,Standards The"product.descr bed Herein has 6een.tested;per: s 'T '102-94' Referenced wiii,f 1.. Product 7esting,performed by Certified Testinglaboratories (F 8 C organization#TST1577). Report"#:CTLA697W,. Report:Date:"11J11J01 Report#�CTLA-9691N,. Report Date:16/23/02, 2. Product Testing.performed by�National'Certifed Testing laboratory,"lac.. (FBC Organization#,T5T1589) Report,#:NCTL:210-3195-1 Report Date 09J28J05 3: CerfiificationAg en" cy Nationat Accreditation Management,Institute (FBC Organization#:CER1773) r 4. Component Mater-ial Certification MIAMI-Dade P.,Ell " (FBC Organization.#; ER1592); y ODL.Inc. Polypropylene"'.series High.Performance Door Lite IMaterlal NOA 10-12Q9 01 5. Component Material Testing afDylite Expandable Polystyrene by lntertek.Testing services-NA;Inc. ASTM 184=08 31303JT3/2.009Report#: 7 Equivalence of Test Standards: ASTM E84-08 has beert;evaluated fnrdifferences-"in test"methodology,lany,"between:,the edition.refierenced in the current Florida'Builrling'Code;ASTM E84'09.After review of:fhe;referenced standard an"d editiions,'it has'been found that no significanttechnical.changes havebeen;made tott eteststandards that.would--affed,,the r"esuits:.Alf referenced.standards.have'been.'found to be,bgUivalent:Alf materialstest.resuits meet.minimum requirements ofthe current:'FBC including WW'proyWons. -. Hermes,F.Norero,PE. Florida No.73778:. Page,3 of 4 BUILOING DRIPS A perfect SalutJon ,Evp ropy � Date: ,06/29/tS . Certificate of Aythdrization.29578 - Report No 3833 ' Installation: Approved anchor types:and3sub'strates'are:as follows:' A, For two by(2X)Wo 0d luck substrate;use:#lU`Wood Serew;type installation,an.ehors.o# sufficient'length to achieve am1himum embedment of 1.5b"into the wood substrate, 13, For tonctete or masonrysubstrate v�,here one by{iX),,non-structural,wood;bucking is employed,use.3J1G"'diameter,'.iT ,Tapeon=type-concrete`screvir anchois of sufficient length to`achieve rninimum embedm ent of445 into concrete or mason C: For concrete ormasonrysubstrate where,wood bucking is NUT employed;use 3J1�" diameterlTW Tapcon type concrete screw.anchors;of sufhclent iength;tb"achieve minimum embedment of 1.25"into`concr•ete':or masonry, Refer to Installation tnstru"coons(A00$49FL)for anchor spacing and mate details afithe installation. ._rh0iremerfts ' esign,Pressure: 'Des!gn.Pressure ` With Surface Bolts Without'S,urface Botts" Slagle Active ger/orwJ out sideii#es +j 66PSJ=50`PSF Double w/nor w/atrt sideutes N/A f/-S0 PSF (tx,oxx xxo,oxxo) . installation.Method:. For installation details,anchor spacing,and additional installation regcrements,please;refer to sheet6ofthe installation instruct ions,.AQ08490FL. Hennes F.Norero;PF. Florida.No.73778 . Page 4 of 4