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Home My WebLink AboutProduct Approval - 03/13/2017-2:24pm_masonb V:\Projects\2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current)Gordon.dwg 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY - 170 MPH MRH -60' -- - DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft) - -- Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DF Cf THESNORST CASE'PRESSURES.'WORST CASE'IS - Hei ht .11 15 20 25 30 - -4'0_ 45 50 -:eight 10 15 20 25 30 35 40 q5 DEFINED AS THE CRI'TICACCONWTIO'P�jO TJNKNOWN VARIABLE AS DESCRIBED BELOW. _ USE OF CRITICAL CONN, ONS REQUIRED FOR U IfH THESE TABLES. -41.0 40. -39.3 8.7 -38.3 -3yr9 �3 T6 - - 770 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43. -42.7 I 2.TABLES VALID 0 L ifO�Bl71C 6 F E4t7`ROOF HEIGHT AS LIMITED ABOVELE REDUCTIONS FOR R. 7 4: +ti- 3. 37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34. +33.8 3.TABLES V ALID FILL & GIN ERAS ABSITE SPECIFIC CONDITION.SLOPES 0-15 +37.8 36. +36.1 35.5 +35.1 +3 . 0-15ft LESS THAN 10 SHAL B ERFQ- E B 1 -40.5 - -39.3 -38.8 -3?4 3 i3 .8 -3 6 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 - 4.IDENTIFY THE Bll��dING' Eg1V AVE_ E)_ OF HEIGHT.IF THE MEAN ROOF HEIGHT +38.3 +37.3 +36.6 +36.0 +35.6 + .2 -+3._.9 +34.6 4 +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF� D�IU5 TH EAK Rj' E -42.1 -41.1 -40.3 -39.8 -39.3 -38. a38., 8.3='-3 .0 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 5. ALWAYS ROUND UPl OOF• E GWTSN T LE VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRIBUTAR HE OP NING IN QUESTION(HEIGHT WIDTH)OR 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35 3'"+3 �.:-+4.7 !17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MULTIP ED AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT 2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft RY +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 h +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 AREA OPENIOF AN OPENING CANNOT BE IDENTINGS ONLY-THIS INCLUDES AREAS FIED,THE MOST ETWEEN STRUCTURAL RITICAL(0 SQUARE FEET)SHALL -43.1 -42.0 -41.3 -40.7 -40.3 -39.9- -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA,DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +365 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5 - -=47,0 -46.4 -45.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 21 ft +40.6 +39.5 MUNICIPALITY IN ACCORDANCE WITH CODE. M+38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 + 3+Z 37 3 +3.6. C6 +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 -5 .01"`-TO .- TZ"--`- 6:8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +q1.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22 ft +41.0 +39.9 +39.1 + .5 8;, + i7.0 +36.7 GENERAL NOTES' 23 ft 44'9 -43.8 •43.0 -42.4 -41.9 -41.5 41.1 -40.8 -40.5 23 ft -55.4 -53.2 -51.6 -5II!4 --4 T4 .6 0�54 47.3 -46.7 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 +3 +_8.0 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE-45.3 -44.2 -43.4 -42.8 -42.3 -41.9 •41.5 -41.2 -40.9 -55.9 -53.7 -52.1 •5x, . - -47.1 CRITERIA AS OUTLINED HEREIN.24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +35.7'-3 - . +37.6 +37.4 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4- -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 h +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 ft -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 42.2 41.9 -41.6 26 ft -56.8 -54.6 -53.0 -51.8 -50.8 49.9 -49.2 48.5 47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +42.4 +41.3 +40.5 +39.9 +39.4 1+39.0 +38.6 +38.3 +38.0 +42.4 +41.3 +40.5 +39.9 j+39.4 +39.0 +38.6 1+38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. -46.4 -45.3 -44.5 43.9 -43.3 -42.9 42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY 27 ft + VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 -" 5---42.2- -57.7 -55.4 -53.8 -52.6 '-51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,AND OTHER - 28 ft -28 ft COEFFICIENTS LISTEDJ-lE IN&H, CTATED-AND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +40.0 + . -+3.9. 38.9 +3. i +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM Dp RMIT OLDER. - %IRRANTY FOR APPLICABILITY OF TABLE - -47.1 -46.0 -45.1 -44.5 -44.0 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFER DHE 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 + .9 -+39: + 3, 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 5.THIS SPECIFICAT O IS D "�O FFER ANY PRODUCT APPROVED CERTIFICATION. REFS` R SEP RAL UJIMITTED TEST CRITERIA AND OTHER 30 ft -47.4 -46.3 -45.5 -44.8 -44.3 -4�3 "543.5 •2 - 9 30 f[ -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE GN-&1N •tTIONJ. Fd MATION AND APPLICABILITY OF THESE TABLE +43.7 +42.6 +41.8 +41.1 +40.6 +4 .2 9. 9.5 +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IS T Bi'VEIQFIE �Y OTIjE'l I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL(.�-`LL'�IMPACi 2RO�6C-T2 TEM ORDINANCES. -48.1 -46.9 -46.1 -45.4 -44 9 445" -43.5 -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATIOTI'ISYOF�EREDFOR�TJ-;(E IN GRTTY OF THE HOST STRUCTURE. - =32-ft- 44T._ i 32 ft 8.EXCEPT AS EXPRESSLY PROVIDE HEREIN,NO ADDITIONAL CERTIFICATIONS OR + -+43.2-+q2:3--+41-7--+412 +40:7= +40 3='+4_�.; 9J_--__ +44.3,=+43.2 -±42.3--+41.7- +41.2_ +40.7 +40.3 +40.0 +39.7 _ 35 ft -49'0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 35 ft •60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 -AFFIRMATIONS. RE7INTENDED._ +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 -!40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.S WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT ----_- ---40 ft'---- - - --- - 40 ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALLIN QUESTION.CONSULT MEAN - - -- - -- ----- -- -- - _ +45.2. +44.4 +43.7 +43.1 +42.7 +42.3 f41.9'�-+4L6- -' ------ -+46.5--+45.-2--+44:4.-+43:7-:+43.-1 +42.7--+42.3 +41.9. +41.6 __AN-ENGINEER-FORA MORE SPECIFIC INTERPRETATION IF REQUIRED. -- _ - _ r- __ _- __- --ROOF--- 45 ROOF- - 45 ft 45 ft - __ --'-- --- - ----- ---- --- - --- --- - EAVE_ - HEIGHT- -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 --63.8- •61.3' =59:5- =58:Y' -57.0 --56.0 -55:2---54:5- -53.8 - - - +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 a a ROOF - - -- - SOft --52.8 -51.5..:50.6 =49.9- 49.3 -48.9 48.4 48.1 _47.7 _ _50ft- -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HEIGHT +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7• +47A +46.5 +45.8 +45:2- +44.7 -+44.3--+43.9 -+43:6-- Q -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 4 - 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 11/a��y -54.9 -53.6 -52.6 -51.9 -51.3 1-50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 ELEVATION _ 05 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WA-LZONE FIGURES ISOMETRIC rA CD o REMARKS GSS CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o m0 D O [NIT ISSUE GSS TSB 03/05/12 m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 w WO r 3 2014 EXPRESS °°z " i REV 2014 FBC DGM TSB 06/10/15 9 A - -fl ASCE 7-10,CHAPTER 30 COR"oII-EOFFICE: Z z m _ 160 SW 12th AVENUE, SUITE 106 m I� DESIGN LOADS FOR COMPONENTS &CLADDING m D DEERFIELD BEACH, FL 33442 0 I� THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 z z In AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7- 10 CERT OF AUTH#9885 m a p p r a WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE O ADDITIONS. E:HELLO@ENGINEERINGEXPRESS.COM Z I� v W PERMITTED OR OTHER MARIO OUR CE THIS DOCUMENT ARE NOTV m o PERMITTED AND INVALIDATEouRCERnRCAnoN' ENGINEERINGEXPRESS.COM Florida Building Code Online e p Florida Department BCIS Home Log In 3 User Registration I Hot Topics Submit Surcharge ' Stats&Facts j i ublications FBC Staff BCIS Site Map I Links Search Bus,ines I 11'3 Product Approval Professi rYal USER:Public User Regulation II Product Approval Menu>Product or Application Search>Application List>Application Detail i ! _ FL# FL14569-R5 j gr Application Type Revision xe. Code Version 2014 r Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or "- the Commission if necessary. ' r� t i Comments Archived 0 a a. A10z, v €� Product Manufacturer JELD-WEN • = Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 , s (800)535-3936 �'s s fbcl@jeld-wen.com "i i 3 Authorized Signature Kaecle bcl@jeldLwenhclom Technical Representative JELD-WEN Corporate Customer Service 'ia Address/Phone/Email 3737 Lakeport Blvd. sx Klamath Falls,OR 97601 f ,, a = R , i (800)535-3936 >ecustomerserviceagents@jeld-wen.co'mi ��` r Quality Assurance Representative Address/Phone/Email s Category Exterior Doors r Subcategory Swinging Exterior Door Asi emblies Compliance Method I ; Certification Mark or Listing Certification Agency National Accreditation&Management;Institute ag €. Validated By National Accreditation&Management-Institute, Referenced Standard and Year(of Standard) Standard i Year k TAS 201 i 1994 r YJ TAS 202 1994 TAS 203 I 1994 Equivalence of Product Standards :i Certified By ag° s i 1 i http:/hvww.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTV BjriRcYg%2fDEH W 1 XNZWjpShomH4k%2bJoflCFgKYwvg%3d°/n3d[7/15/2015 4:29:43 PM] I Florida Building Code Onlinei ' i r Product Approval Method Method 1 Option A { 1 m Date Submitted 07/01/2015 Jr� Date Validated 07/06/2015 1 3 Date Pending FBC Approval i Date Approved 07/14/2015 � 3 � r Summary - a � FL# Model,Number or Name Description x° `, 14569.1 lContours Steel,Wood Edge Door Full Lite,Singleior Double Door,Outswing,6'-0"x 6'-8" I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R5 C CAC N1006255- Approved Certificate.odf S r e Approved for use outride HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 i� Design Pressure:+60/-60 Installation Instructions Other:Product must be installed per manufacturer instructions as stated FL14569 R5 II JW0509-03 Instailation.odf r , on drawing 1W0509-03 Verified By:National Accreditation&Management Institute Created byIndependent Third Party: �7 Evaluation Reports FL.14569 RS AE PER3392..Ddf .'ri 14569.2 Contours Steel,Wood Edge Door Full Lite,Single or Double Door,Inswing and Outswing,6'-0"x 6'-8" H� Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R5 C CAC NI006255.02-R3 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Coritr'act Expiration Date Impact Resistant:Yes 06/30/2019 v Design Pressure:+60/-65 Installation Instructions 1 ` "' Other: FL14569 R5iI JW0509-04 Installation.odf 4 "t Verified By: National Accreditation&Management Institute Created by Independent Third Party: q t Evaluation Reports t FL14569 R5IAE PER3393.odf t" fit � wr x Created by Ipoependent Third Party:Yes F, Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:Yes FL14 6 RS AC N1006254-R5 rtifi at .Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2019 Design Pressure:+50/-50 Installation Instructions Other: FL14569 R5:iII JW0509-01 SS 2015-07-02odf q } y Verified By:National ALr"editation&Management Institute �p * Created by Independent Third Party: s� Y Evaluation eports FL14569 R5.1AE P R31.Ddf Created by Independent Third Party:Yes 14569.4 Contours Steel,Wood Edge Door Opaque Dooriw/&w/o Impact&Non-Impact Rated Glazed Sidelites ` (w/wood frame unless specified) f k Limits of Use CertificationlAgency Certificate k£r s Approved for use in HVHZ:Yes FL1456 R5 A NIOII062 NiOt 106 0 r ifi a Ddf _ r r Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date X, Impact Resistant:Yes 04/30/2020 y Design Pressure:N/A InstallationlInstructions Other: FL14569 R511II JW032012FL Installation.od Verified By:National Accreditation&Management Institute x = Created by Independent Third Party: Evaluation Reports FL14569 R51AE PER3321.ndf Created by Independent Third Party:Yes 14569.5 Contours Steel,Wood Edge Door Opaque Door,iw/&w/ojImpact&Non-Impact Rated Glazed Sidelites(w/ L 9 m r wood frame unless specified) t a Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:Yes FL14569 R5,C CAC N1011061-R1 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 3t Impact Resistant:Yes 04/30/2020,1 gp' b ��', Design Pressure:+45/-45 Installation jInstructions Other: FL14569 R5 II JW0720121`1_ Instailation.odf o} : x r , Verified By:INational Accreditation&Management Institute t k _ Created by Independent Third Party: s� g" ,= Evaluation Reports s FL14569 R5 AF PER3322.odf Created by Independent Third Party:Yes 14569.6 Contours Steel,Wood Edge Door Opaque Door,w/or w/o Sidelite(wood frame) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14569 R5 C CAC NI011082-R1 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2019 Design Pressure:N/A Installation Instructions Other: FL14569 RS II s-2104 Installetian.Ddf Verified By:INational Accreditation&Management Institute ii Created by4ndependent Third Party: i http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHWIXNZWjpShomH4k%2bJ fICFgKY%wg%3d%3d[7/15/20154:29:43PM] i i ' Florida Building Code Online, Evaluation Reports j R? "*� ; r, FL14569 R5 AE PER33914 n Created by Independent ThirdParty:Yes § r r r § 14569.7 Contours Steel,Wood Edge Door Opaque,Outswing,w/or w/out Sidelites I " mN Limits of Use Certification Agency Certificate I ° Approved for use in HVHZ:Yes FL14569 RS GI CAC NI011096.OS�,df Approved for use outside HVHZ:Yes FL14569 R5 C-1 CAC NI07.1096.pdf ""MV : Impact Resistant:Yes Quality Assurance Contract Expiration Date X11 _ w Design Pressure:N/A 08/31/2015 j I Other: Installation Inlstructions FL14569 RS II 5-2108-6l.gdf � t 1 Verified By:Hermes Norero 73778 k Created by Ind ependentlihird Party:Yes Evaluation Reports F 1456 RS AE PER383Z;pdf Created by IndependentiTfiird Party:Yes r �fi Y�7 � 1 � - .7� Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:1850-487-1824 14 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 1 �sg ° Under Florida law,email addresses are public records.If you do not want your e-mail address released in responsejto a public-records request,do not send electronic mail ,�q' 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'JPyou 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 area licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: C � eCheck I I ®� sccurttynu:ralcs' -F rgK � Cout" �laJi� I` »p h I I I I ! 1 I 11 i I I , I I i 'I I I ' I ' l e i \ I . I I i i I I I I i I I , I 1 I 1 � ' I I I 1 I I http://1vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEH W I XNZWjpShomH4k%2bjofl CFgKYNvvg%3d%3d[7/15/2015 4:29:43 PM] I r NOTICE OF PRODUCT CERTIFICATION 1 t - �,b� sfl� '�,� CERTIFICATION NO: NI006255.02-R3 I " o DATE: 06/23/2011 r k CERTIFICATION PROG ;RAM: ; Structural COMPANY: JELD-WEN c��.c �•� CODE: 104.3 REVISION DATE: 05/05/2015 To verify that the"Notice of Product Certification"is valid,please visit www.NAN41Certification.com to assure that the product is active and currently listed.This certification represents product conformity to theiapplicable specification and that certification criteria has been satisfied. ANAMI approved certification label must be applied to;the product to claim certification status. 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COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contour Premium!Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood- Klamath Falls, OR 97601 Edge EntryIDoors w/ODL Impact f Allen Frame and Endura Ultimate Hurricane;Astragal Configuration:XX Glazing:IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/0.090"Solutia Interlayer/l/8" Annealed Glass Frame: W-1880mm'(74") i H-2083mm(82") i Panel: W-927mm36.5") H-2013mm(79.25") DLO: W-559mm(22") H-1626mm(64") it SPECIFICATION PRODUCT RATING TAS 201/202/203-94 In-Swing(US)Design Pressure: +60/-65 psf I/S Water Resistance Test Pressure,': 137 Pa(2.86 psf) Out-Swing(O/S)�Design;Pressure: +65/-60 psf O/S Water Resistance Test Pressure:467 Pa(9.75 psf) Large ,Missile Impact Rated Product Tested By: National Certified Testing Laboratories I ' 1 Report No: NCTL-210-3195-1/SJW2011-050/W-1486/W-1556/W-1564 Expiration Date: June 30,2019 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE,,IINC 4794 George Washington Memorial Highway, Hayes,VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 I 1 I I JELDrWEN® Steel CONTOURS STEEL DOOR,WOOD EDGE to 6.8 INSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT 7a" MAX. OVERALL a r- rn UTILIZING COMPONENTS FROM ODL°INC.AND 37 1/2 MAX. FRAME WIDTH 02 c m ENDURA PRODUCTS INC. FRAME WIDTH o m o M N 36 1/2" MAX. A r a'i N o 35 3/4 MAX. PANEL WIDTH 1s oa 0 m m PANEL WIDTH W/ASTRAGAL to GENERAL NOTES �; O-j to 10 In 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING a to CODE(178C).INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH s THE FOLLOWING: j m TAS 202-94 01-94 20 1/2- 20 1/2" Y r o MAX. MAX. rj TAS 20344 o = t D.L.O. D.L.O. J _ ri 2.WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPER,Y TO TRANSFER = 20 1/2" wZ _ is w W LOADS TO THE STRUCTURE MAX A O D.L.O. a OPP INACTIVE O ACTIVE i TAILS. o b tD W�Z 3.PRODUCT ANCHORS SHALL 8E AS LISTED AND SPACED AS SHOWN ON DEIL ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING L< 3 0 3 1 3 3 0 .� � �N� OR STUCCO. 8 C C C 4.DESIGNED PRESSURE RATING SEE TABLE 1.PAGE 1. q / q m q �j / q 3 o 5.THIS PRODUCT DOES NOT MEET THE WATER RC-0UIREMEMS FOR NIGH i5 ltd VELOCITY HURRICANE ZONE(HVHZ) cc cc ao n D¢, 6.PRODUCT REQUIRES PROTECTIVE COVERING IN ACCORDANCE TO THE FBC IN / / D m O HVHZ -00 CI J Q 0 RESIDENTIAL INSULATED STEEL DOOR(Common to all trams o � 1n V) Ul nditions) Z N I Inw In J-r DOOR LEAF CONSTRUCTION: q q q A AA Q 0 K U Face sheets: 24 GA(0.021"min)thickness.Galvanized steel A-525 2 4 2 4 2 4 'o o D commercial quality AKDO per ASTM 620 with average minimum yield o Z strength Fy(ave)=30627 psi. REF ASTRAGAL BOLT ITEM #12 a.o a Core Desion:Expanded potystyrene with 1.0 to 1.25lbs density,by✓eld-wen Inc. _SINGLE INSWING UNIT (X) DOUBLE INSWING UN/T jXX) r SCALE 1/2" =f'-0" SCALE.• 1/2" =1'-0" Lo 0 o m Panel Construction. The active and inactive panels are constructed from 24 GA o (0.021"min)galvanized steel.The face sheets at top and bottom are bent 90"over U ZZ Z the top and bottom rails.The lop rail measures 1.0"high x 1.688"wide.The steel ALL DOOR MODELS ARE VIEWED m2092 2 o to 2 _ _battom.rail measures 1.21_"highx 1.688"wide.The sides of the lace sheets are roll - _ FROM THE INTERIOR SIDE Z Z Z formed into the latch and hinge stiles which meas 1.00'Aigh x 1.666'wide-The -- _— — ---- -- --- --- -- __- __ __ o w ci of ir interior cavity is lilted with expanded polystyrene.The lace sheets are glued to the I-=Z=- =tn-- o_j 0_j Z i expanded polystyrene.The panels are cul out for the Iwo-piece ODL Aluminum TABLE I DESIGN PRESSURE RATING w 9 U O ALLEN/rams.Units are glazed wth tempered and laminated impact 1'IG.On WHERE WATER INFILTRATION =z o z z U) _ = -- -- _--__- __ _ _ _ WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED OR 1- OU3 >> - - - +- _double.door applications the lrlaCl(vedoor is lilted tWlT n extrUdedatCTfiJFm '- 'REQUIREMENT IS NEEDED.--'---PROTEOTED YOVERHANG:*- --'- --'--- -------____-_----_-__-____-- _ �W Q W W - NOTES:` astragal of6063•TSalloy,manufactured by Endura. POSITIVE NOTAPPROVED . ovs 1 =-ALL-VIEWS FROM-INTERIOR- - - - - -- Frame Construction: The frames are constructed of fingerjointed pine iambs NEGATIVE NOTAPPROVED 65.0 PS F 2 - FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN '2-00-0 --- ---- measuring-4-9/16"xI-I/V'.Thehead)ambsare mortised and buttjoinedtoMASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. o oon�I the side jambs,and attached with three(3)16GA 7/16"crown x 2'long - * Unii shah be i stalled at loratlon-protected by overhang such that- 3 - FOR-VERTICAL ANCHOR-IN-1 X-BUCK OPTION IN N-to staples on each side.The threshhold is attached to the side jambs with overhang ratio(OH) CH lengtIvOH height greater than 1.0 MASONRY/CONCRETE. SEE SHWII01IGK DETAILS =_(4 three 16GA 7116'crown x 2"long les on Glazinn)ODL insulated file is i overall thickness,s,consF consisting of one e (1) TABLE OF CONTENTS `��`h side. ��ES • Ol r�zi�x w o 0 m a Z pane of 0.125"tempered glass;0.5"air space;two(2)panes of a 125" SHEET p DESCRIPTION � ;' QO�� DATE: 215108 annealed with.090"PV8 interlayer by Solutia.Ail fires are sandwiched 1 TYPICAL ELEVATIONS - 7 s - scALE:AS NOTED glazed into the panels. 2 VERTICAL CROSS SECTION 8 BILL OF MATERIAL " 3 HORIZONTAL CROSS SECTIONS -* L* DWG.BY: EAG v . T T f U, = CHK.SYS. SAFFEL 4 OPTIONAL 1X BUCK IN MASONRWCONCRETE CROSS SECTIONS ��• Po fE w ` 5 ANCHORING LO 'T�Tr DRAWING No.: e COMPONENT DETAILS 0191WI si9nedEyHe ,F.Nar P.E. as��a e JW0509-04 7 UNITCOMPONENTS Rea— 7 l-app,aving tN%darunfeni �� Date:201 Sn2M9 11.1105-DS'W FDPEc ISHEET_L OF f- - 1" MIN.--- 1" MIN, MI 1" MIN. Item DESCRIPTION Material 1" 1' MIN. m 1 SIDE JAMB I 114"K 4 9176'FINGERJOINTED PINE PINE MIN. ig a w 2 HEAD JAMB 1 114"x 4 9 16 FINGERJOINTED PINE o d 3 4" x 4" BUTT.HINGE 12GA. .089" MINSTEEL z Q 19 36 4 9 z 1" PHILLIPS FLATH AD WOOD SCR STEEL 20 2 5 10 PHF SCREW WITH IN 2"MIN. EMBED. STEEL r1 v a'N o 1 1/2" 6 10 .K 2"PHILLIPS FLATHEAD WOOD SCREW STEEL— O c v ca MIN. EMB. 1/4" MAX. 7 8 X 3" PHILLIPS FLATEHEAD W000 SCREW O m m co N SHIM THK. 20 8 8XT"PHILIPS FLAT HEAD WOOD SCREW STEEL A O N \ 2 9 COMPRESSION WEATHERSTRIP 0-LON QDS-650 VINYL • a O m co 11 INSWING ADJUSTABLE THRESHOLD ENDURA ALUMINUM n Y 2 12 ASTRAGAL THROW BOLT STEEL ROD 5116 x I8 STEEL R O y v o 1/4" MAX. SEE \ ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL O J m w SHIM THK. DETAIL A SEE 13 ON HEAD JAMB r L= SHT. 7 26 14 16 Go, 7116'CROWN x 2'LONG STAPLES STEEL �' a m DETAIL A 15 KWIKSET LOCK SERIES 400 STEEL E u SHT. 7 26 16 KWIKSET DEADBOLT SERIES 780 STEEL co 28 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM Y 1 5 9 28 IS 2x WOOD BUCK 19 2x WOOD BUCK WOOD 21 7. 30 1 35 9 20 NON COMPRESSION SHIM WOOD 21 21 DOW 995 SILICONE SEALANT SILICONE uj 30 22 1 IMPACT IG ASSEMBLY BY ODL GLASS 21 f 21 23 1/8"TeMPERED CLASS GLASS w o~ 24 318-LAMINATED ANNEALED GLASS GLASS o w co = 21 21 25 LOCK BLOCK WOOD O O O SEE 70P RAIL FINGER JOINTED LVL LA O _ E1XTT RF,� DETAIL G = 27 BOTTOM RAIL 25GA MIN GALVANIZED STEEL STEEL 3 F o w¢ SHT. 6 cD o SEE 28 EXPANDED POLY6IYREIJE 1.0 TO 1.25lbs DENSRY BY JELD-WEN p W o = X7 R DETAIL G P9 STEEL DOOR PANEL SKIN MATERIAL 24GA GAWANIZ£0 STEEL O 2 Ld �1 23 o SHT. 6 A-525 COMMERCIAL QUALITY 0.021'MIN. THfCK. oo m (21 w 30 L LITE ALLEN FRAME ALUM 606J TS ALUMINUM O O w Q Q 23 31 I SID 1 H JOINED LVL LVL w 0 0 00 00 22 32 LATCH SID SALE PINGJOIN LVL LVL 3 -j-j w24 22 33 8 x 2 PHILLIPS FLATHEAD WOOD SCREW STEEL Z O Ucn > -1 \ 34 INSWING VINYL DOOR BOTTOM SWEEP VINYL v)-w� - 0 � INT R Q4 24 35 3 16•TTW BUILDEX TAPCON WITH 1.25•MIN.EMBEDMENT STEEL o,- w cli INTERIOR 36 1 OPTIONAL 1 x WOOD BUCK W000 0l2 o 0 21 ' ao 0 } 21 01 21 21 co NOTES: z Z z 21 30 1p 00 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR o SPACING (ITEMS #5 & #34), SEE SHEET 5. Z - — ---_- — - -29----MASONRY—AND_CONCRETE_INSTALLATION-DETAILS. O m 1 34 27 -- — --Q JOZ-- -V) 5 � FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN w a4-g 0 34 MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. =w p w w Ln ---- -- - ---- -- --- -- -- NAL - - AN -- - " Oujw PT40NNLLY_ANCHOR CAN B AS LONG AS MINIMUM � a EMBEDMENT ISOF EACHIIEVED.D 00 M BNARROW— SECTION �^o o o E PLACED IN NARROW 35 00 vo o a M O O._. _ . �Z _ �Nd'N 1 1/2" MIN. EMB. I `�.��ES F./y� '�i�i w p v m¢Z .�O: DATE 2/5/08 7SCALE:AS NOTED \Z m I =* _ * DWG.BY: EAG 1" MIN. -`-1' MIN. 18 w 1" MIN. 1" MIN. -{ per; T T fE lu cHx.BY:S. SAFFEL �;� �� T� DRAWING NO.: fes/_•Y 1 VERTICAL CROSS SLLUON TYP T-�(0 1_yGRT/CAL CROSS SECTION TYP ' AaD � °' JW0509-04 2 WOOD FRAME INSTALLATION SCALE 6" =1'-0" 2 CONCRETE INSTALLAT/ON SCALE,• 6" =1'-0" FOP 101 95" SHEET 2 OF 7 1 1/2' _ _ 1 1/2" a s 5 MIN.EMB. 1/4 MAX. 1 1/4" MAX. MIN. 5 3 a SHIM SEE DETAIL A 15 SEE DETAIL A SHIM --I�•-EMB. 1' SHEET 7 22 SHEET 7 - 1' MIN. SEE g MIN. - n DETAIL 6 z M-o��rn 9 SHT. 6 31 f c v m "tW O m 0MN 1" 21 24 21 A �' N o MIN. .E37EHlQB rS ;rj i•,, 6 MIN. '� O m m j G� ro Lc)•f 33 Ln LJ.. . 25... 2JNIE8L48 e m E a LL 19 20 32 29 3D 27 27 28 1 30 20 Y 19 1�[H 1 HORIZONTAL CROSS SECT/ON TYP. 1�/_o�HORIZONTAL CROSS SdL'T'!ON TYP 3 MOOD INSTALLATION (SCALA' 6" =l'-0") ,", 3 ROOD INSTALLATION (SCALE: 6" =f'-0") w 5 4 35 1 1/4' O ^1MIN. EMB. 1 1/4" W o N MIN. EMB. W Z Z L 1/4' MAX. 1/4" MAX. {� O¢N O O 1. SHIM 1 SHIM I 1' O"•1 r U MIN. 1• SEE DETAIL A 28 29SEE DETAIL A I MIN. w 3(0 00 I 22 MIN. SHEET 7 15 SHEET 7 SEE x 9 MIN. p a V) DETAIL C a O m a 9 SHT. 6 IBJ W 31 -J ca 00} U I WZO� t' 21 � 21 -a 1" 30'W FQ-• MN. ,,: .,. LnU7 p m z MIN. 'c.;; =":: :t: �.: ri1.;••,":: r':i:'Y MIN.I" Z MIN. W O ;'r� ,�; '�:"��•:2 '�:3.:. ,�;i:'.,?'<:-..;s: LY J Oa00 •,,� :if_� a U O I O O 33 ,:1i 'fit .:it�• '.:i�N `•`+,+`•' t-Jp 1- _ zs 23 29 O 19 20 32 30 21 21 28 4 3 20 4 35 4 5N 0Of ¢ m 30 lal o 1 fes! L-' YON TYP. 6 " =l'-0J moOONZ CRENTELINSRTALATN(SAL6" =f'-0")3 CONCRETE INSTALLATION(SCALE: Um O C'I O O_ Vg)p U)Ln> NOTES—_ 17 - --_ —_—_ _- __ _ _, _Z_____V) EXTERIOB 2 E>ASTAGAL FASTENER SPACING DETAIL F,SHEET 6. (TOTAL OF 14 SCREWS). W U O 1 8 LATCH AND DEIDBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. W W W UI '-- -'- ----- ---- _ _ BOTH PLATES REQUIRE/6%J'PHILLIPS FIAT HEAD W00 SCREWS = Z Z _INACTIVE-. -ACTIVE---_—_ ---__ - __-_--____-___ _ __ �1 W LL CO 4 • .t ; '�r, I I - _ I I' ----- ---�-2x_BUCK TO-SUBSTRATE FASTENING,MAY UDUZE_OPT70NALD3/T6;RW BUILDER TAPCON - K i'...:•.I.1, is`:'�':l © ' "-,n..•i= - _`_ - .__ -_ _- s'.'.;.*.,;,,;•,: •-^'1+`.''<r:; .',•i - ,;•1+,d ©FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING(RENS/5&/34), SEE 7� O O .,,.y. '•y SHEET 5. O 6 O rZ W E>7—FOR HORIZONTAL ANCHOR IN-IX BUCK-OPTION-IN MASONRY/CONCRETE.•SEE SHEET 4-FOR fV DETAILS. INTERIG, 28 29 32 25 28 IIIIII1f1ff ©OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION ql}w��D�I�,J fi�/jONC AS MINIMUM EMBEDMENT IS ACHIEVED. �� N" 0_ASTRAGAL CROSS s wTTioy TYP Z }'0' a 2 5 08 3 (SCALE. s' =f'—D") _* 7t *- MALE-.AS NOTED / DWG.BY: EAG cHK.er:S. SAFFE! �• DRAWING NO.: 3se� 'aODfe��sy�Sae JW0509-04 F8PEoE�f101 Nb.2DM SHEET 3 OF 7 1 35 1 1/4' MIN. EMB. F—1'MIN.— 1" MIN. 1/4' MAX. - _ o .. 1" MIN. 1" MIN. �I f SHIM ro MIN. 1' SEE DETAIL A 28 29 M-o rn rn MIN. SHEET 7 15 Lo 0 O O m 0 c`�•1 m o a W 9 EXIEBl46 22 SEE Ga O coo coo z d 36 21 24 DETAIL G a x u 1" SHT. 6 � 10-a' 20 1� MIN. O n m 1/4' MAX. MIN. �,�LL K SHIM THK. Z n t r ^y mo w SEE \- v 33 / / ..i E @ DETAIL A t INTERIOR SHT. 7 P6 ./ 25 23 Y 1 35 9 26 2 4 OPERATING UNIT 1X BUCK 36 32 21 OPTION/N MASONRY/CONCRETE 20 30 21 (SCALE: 6" =1'-0") 1 1 1/4' I 30 MIN. EMB. p 20 1/4' MAX._ I W 21 21 i SHIM I r M1. IN. O g H� I SEE DETAIL A O � SEE22 SHEET 7 = 1Q� DETAIL G o x 9 MIN. U p _JO: o0 6 = ¢ ¢U o SEE <r OO m J 2 1. 2J DETAIL G n w 31 p ? 0� SHT. 6 21 - _j U O r (LZ 22 EXTERIOR •.7 a; :: >... 1. W Z O. 00 24 ;.r L',. :�.�;�s' MIN.1" 3 K 'n 24 H `�'• •�`'::•'.,•r?. :i:'•'� MIN. Z O N Y\ o INTERIOR m S '(f`: "' p-W { ,•> �o a0 z 0 03 21 21f- p N XU 1 1/4" 29,". :•28'. ".4. O Ix O a ^U MIN. 21 21 JO EMB. 30 3 4 20 36 35 1 _j U m 28 35 19 20 N 0p 1 2 31 32 6 UO_0O_O_ !'•�} I v z C HORIZONTAL CROSS SECTION TYP. m N p :.,. 27 ... ,,,.._...,.. 34 1"-MIN. ° Z -=- - _ -- _- _ _ _ 4 OPERATING UNIT 1X BUCK -- - - --—'___ - -- -- --- - --- - -OPTION_/N MASONRY/CONCRETE_ _ _ O Z RICHT HINGE SHOMN, LEFT HINGE-OPPoSITE-SHONN— _ <:<O__j_j=Z--= 1' MIN 5 v (SCAU1 6" =1'-0") w W U W w 2> II-w p W W 1,.1 11D& � ..--- --- � ------- - -- .. a_...__.._. �. _. - ---- NOTES:._ _"-- -- - --------- -- ------ - -- ---- _ Z °' FOR TAPCON,MASONRY AND WOOD SCREW ANCHOR SPACING(RENS/5&P34), SEE -- do 1O' -- -- ° SHEET 5. O O Lj L OPTIONALLY,-ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG N p AS MINIMUM EMBEDMENT IS-ACHIEVED. 1" MIN. a d .• `11111 1//!// � .- \� MIN. 11 1 ONE SHEET 7 `��1 �$F. �� W O U 19 D Q Z 2' MIN.- 1" MIN. .v �1/4. ;•' .p Gw ogre: 2/5/08 - VERTICAL CROSS SEC2'/ON TYP. ° Mm. 1 SCALE:AS NOTED 4 OPERATING UNIT 1X BUCX SHIM - ": OPTION IN MASONRY/CONCNETE ° 1 1/2" MIN. EMB. ro T T y DWG.By. EAG (SCALE' 6" =>'-0") - 73 E tU CHK.BY:S. SAFFEL CONCRETE/ OPTIONAL MASONRY/CONCRETE INSTALL nblaemobs�y��j '�� DRAWING NO.: MASONRY BY CROSS SECTION OF HEAD OR JAMB >9r x aSyF.; ala �wo5os—oa• OTHERS ` 'tf� 578 SHEET 4 OF 7 FBPE I Ii� I ; I ` I 82" F. I 12" TYP. .. i I SEE DETAIL C I—36 3/8" -- 5 1/2" SHEET 6 I I a I L4 III �p rn I I 1 1 m Q o \TYPICAL w 6" TYPICAL— "-I— WM N 1\ a x m rn ,I mm m xm CIO 1 p m m m lY I Tt a 7 3/8" m� m I n n 38 3/8" r F O I rn n m t 69 3/8' < cA 82" ' I m m m ' (A 10 � i m y r �r 12" TYP. -{ 6" x I I i I ma Inn it a L'Im It m w n w (A O N N ~ Oi m N n 36 3/8° 5 1/2" N N v, o L =ftA*7 I I N N n R7 J_ O f I I � I �ti I I I I 1 I I � ' I 7 3/8" � I 38 3/8" I I i � 69 3/B" � I I rpm m T I i 'O � � I O ` Ni o g I' PRODUCT: f E 1 20 15, 5TH EDITION FBC SM CONTOURS STEEL DOOR, WOOD EDGE LDrWEN 2zo a n N D 1 1 10' GENERAL I REVISION GL 6-8 INSWING IMPACT GLAZED �N D O W S k DOORS I� o o cn w cn C 2 5 08 ADD CONC. DWG. EAG SINGLE OR DOUBLE DOOR UNIT 3737 Lakeport Blvd. to ' �n 0 8 4M06 O6GENERAL IREVISION DREW PART OR ASSEMBLY: Klamath Falls, Oregon 97601 (� o M A 12/17/04 GENERAL 1 REVISION ANCHORING LOCATIONS Ph. (541)882-3451 v NO DATE I' BY & DETAILS Fax(541)850-2609 REVISIONS t I 4 9/16 ANCHOR @ EXTERIOR SIDE EXTERIOR 3/4"L 1/4" 2 13 7 35 2 T o _ m Id ' Ild 1/8 O O 2 ct/Z" m O4 o O 33 o ° 00W aOmco • 33 35 � m -^^INTERIOR 13 5 t/2" 0 1 5 t/2^ r-ns n n a• DRILL 3/8" ASTRAGAL 1-@ a M • 4 RETAINER BOLT HOLE 33 35 33 s THRU FRAME/MASONRY m U. 6 x 1-3/8" DEEP Y DETAIL B DETAIL C DETAIL D DETAIL A -HINGE NOUNTINC DETAIL THROWBOLT STRIKE PLATE MOUNTING STRIKE PLATES TO JAMBS STRIKE PLATES TO ASTRAGAL 1 SCALE' 3" =P-0" SCALE.- 3" =P-0" SCALE.' 3/8" =>'-0" SCALE.' 3/8" =>'-O" o � W a 2 O N En ROO w 1 oau o ohm i- , t z � CD 0M Z z o (n 0w m t? W DRILL 5/8" ASTRAGAL RETAINER BOLT HOLE m E-i m o THRU THRESHOLD x 1-3/8" DEEP WITH PLASTIC INSERT 1/2" x 1/4" CU-D SPACER oIZ Lnm (AT SILL) `� ° � 30 = a O INTERIOR m ° 0 21 V) m 1/8" TEMPERED GLASS z z z o o0 00 -_.__.....--.....--- ` m p 3 o D m -t AIR SPACE -o-- 1/2" m - ---- - -- - - - - - -owc - O J Z J z 1 0.090" PVB w�L)w x FAO --- - --- ---- :� ° INTERLAYER BY p w - w EXTERIOR SOLUTIA F-z<w w EXTERIOR 1"- -- I 5/B' GLASS 2T - -- - - , � -- -- ;.� BITE o o�w DETAIL E DETAIL P - ENDURA ASTRAGAL DETAIL-G=-ODL" - - - - - - C.4- - - •- TYPICAL ASTRAGAL RETAINER BOLT HOLE FASTENER SPACING USE�Sx>" PPH WS GLAZING DETAIL ISOLATED GLASS- SCALE- d N ,�T1111I NUh SCALE- 3" =1'-0" SCALE.' NTS SCALE.' 6" =1'-O" �� S F• p i�� w o w m¢z Pp DATE: 215108 7 / sc—:AS NOTED * * = owc.eY: EAG v T T gj ' cHx.BY:S. SAFFEL OMWINC NO.: aJW0509-04 F829S78 SHEET 6 OF 7 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop I i 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product EvaluationReport Of JELD-WEN, inc. I Contours Steel Door, Wood Edge 6'-8" Inswing Impact Glazed Single or Double Door Unit for Florida Product Approval, I Report No. 3393 Current Florida Building Code Method: 1 —A (Certificate Method) Category: Exterior Door Assembly Sub—Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Wood/24 Ga'. Steel! Product Dimensions: 74"x 82" i Prepared For: JEL D-NVEN, iiie.. 3737 Lakeport Blvd. � Klamath Falls. OR. 97601 Prepared by: ```� ��Es F��'•� Hermes `aorero. P.E. ti .rte,•• � %. 0 , Florida Professional Engineer#73778 = 7 Date:01/26/2015 Contents: Evaluation Report Pages 1 —4Fs--'......... G� �%% Digitally signed by Hermes F.No,rero,P.E�'ice Reason:I am approving this document Date:2015.02.09 11:09:401-05'00' ; Hermes Norero, P.E. Florida No.73778 I I it 11 BUILDING DROPS ► ; A Perfect Solution in Every Drop j Date: 01/26/2015 Certificate of Authorization:29578 Report No: 3393 I I I , Manufacturer: JELD-WEN,inc. la Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies j Compliance Method: State Product Approval Method(1)(a) I Product Name: Contours Steel Door,Wood Edge (Impact) I 74"x 82" i ' I I+ I I Scope: This is a Product Evaluation Report issued by Hermes Norero,P E. (FL#73778)for JELD-WEN inc. based on Method la of the State of Florida Product Approval, FloridaDe part ment of Business and Professional Regulation-Florida Building Commission. Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. f II t This product has been evaluated for use in locations adhering to the current Florida Building Code. i it See Installation Instructions JW0509-04,signed and sealed by Hermes Norero, P.E. (FL#73778)for specific use parameters. j i ' Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and do&not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-04 require further engineering analysis by a licensed engineer or registered architect. 5. 5. See Installation Instructions JW0509-04 for size and design pressure'limitations. ii I � ' Hermes Norero, P.E. 11 i I Florida No.73778 Page 2 of 4 1 I I I ' � ' I I I I i e it 1 I ' I i i /pAN. BUILDING DROPS A Perfect Solution in Every Drop j Date: 01/26/2015 Certificate of Authorization:29578 Report No: 3393 II ' I Quality Assurance: The manufacturer has demonstrated compliance of products-in accordance with the Florida Building Code for manufacturing underla 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: j • TAS 201-94 • TAS 202-94 I + 0 TAS 203-94 II , I ' i I w Referenced Data: r 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST1589) j Report#: NCTL-210-3195-1, Report Date:04/28/2005 Report#:SJW2011-050 Report Date:06/13/2011 2. Quality Assurance � National Accreditation and Management Institute (FBC Organization#:QUA1789) i j 3. Certification Agency National Accreditation and Managerri,nt Institute (FBC Organization#:CER1773) r i ; 4. Material Certification Miami-Dade RER—Product Control Section NQA Eastman Chemical Co.—Saflex HP Int layer 5. Component Material Testing of Dylite'Expandable Polystyrene by I Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT-001 R1 Report Date:103/13/2009 I II I i ' ' ! Hermes Norero, P.E. Florida No.73778 Page 3 of 4 i i ' I . t I I ! i J/ BUILDING DROPS Date: 01/26/2015 A Perfect Solution in Every Drop Report No: 3393 Certificate of Authorization:29578 ii i Equivalence of Test Standards: I J Various test standards have been evaluated for differences in test methodology,,if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc.has tested their products to the following test standard!edition(s): i li 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following edition's of the above mentioned test standards: { 1) ASTM E84-09 i After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the;results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: I { A. For 2x wood buck substrate, use#10 Wood Screwitype installation anchors of sufficient length to achieve a minimum embedment of 1.501 into the;wood substrate. l For concrete or masonry substrate where one by(i1X),non;structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screwanchors of sufficient ength to achieve minimum embedment of 1.25"into con�c-ete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry: Refer to Installation Instructions(JW0509-04)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure �I Positive 60 PSF I ; Negative 65 PSF�I I ; Note: Product has not been rated for water infiltration. If authority having jurisdiction requires that product meets this requirement,product shall be used when installed at locations protected by overhang such that overhang(OH) ratio=OH Length/OH Height>10i Hermes Norero, P.E. Florida No.73778 Page 4 of 4 I i � it l I ' Florida Building Code Online i ;lyl-_._�p x § ,','' l m'j? ,, *WT p p{ BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts i Publications i FBC Staff ,BCIS Site Map I Links •`Search' Florida Depaltm nt I 1 Business - Product Approval I I Pdessi nalat tm&Ir USER:Public User Re ulation 'I Product Anoroval Menu>Product or ADDlication Search>Aoolication List>Application Detail I i FL# FL14704-R2 I Application Type Revision a = r Code Version 2014 Application Status Approved fit h *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or 5Z A w . the Commission if necessary. 41? E � Comments Archived s , Product Manufacturer ]ELD-WEN sA z x Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 !I * �a fbcl@jeld-wen.com r � x + Authorized Signature Kaede McLaughlin ", fbcl@jeld-wen.com Technical Representative Steve Saffell *�� Jr Address/Phone/Email 3737 Lakeport Blvd s , Klamath Falls,OR 97601 I� (541)882-3451 Ext 2900 # y stevesa@jeld-wen.com a � Quality Assurance Representative w Address/Phone/Email I Category Windows Subcategory Fixed W-r a — ' Compliance Method a Certification Mark or Listidg ' 3K M K& I I "" § *. Certification Agency National Accreditation&Managementhnstitute Validated By National Accreditation&Management Institute, e� ,ag zfi I 9K*N W e; W *t z s Referenced Standard and Year(of Standard) Standard I Year b TAS 201 1994 + o- a TAS 202 1994 IN, TAS 203 1994 ti 1 S d 14 Equivalence of Product Standards a k Certified By � � I http://�vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzcUeEoRSenjUSbUoNnog4VUA0fg7c1Mk2Q%3d%3d[7/8/2015 9:17:19 AM] Florida Building Code Online 4' o � 2�. Product Approval Method Method 1 Option A 34 n # Date Submitted 05/15/2015 Date Validated 05/18/2015 1 Date Pending FBC Approval a Date Approved 05/25/2015 s .I Summary of Products rvj° a; FL# Model,Number or Name Description a 14704.1 Steel Wood Edge Full Lite Fixed Sidelites w/ODL Impact Glass or ODL Impact Allen Frame S s Limits of Use Certification Agency Certificate! v t1+ Approved for use in HVHZ:Yes FL 14704 R2 C CAC NIO06332A-R5 NI006332D-R3 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Coritract Expiration Date Impact Resistant:Yes 09/30/2021 luV Design Pressure:+80/-80 Installation Instructions J Other:Configuration:0 Glazing:IG-Laminate-1/8"Annealed Glass/0.090" FL14704 R2 II JW0509-OS Installation.pdf k Solutia Interlayer/1/8"Annealed Glass/1/8"Tempered Glass See drawing Verified By:Alexis Spyrou,P.E.Florida P.E.68101 x ., JWOS09-05 for Frame,Panel,&DLO dimensions Created by Independent Third Party:Yes ^ Evaluation Reports a FL14704 R2 AF PER339d.pdf Created by Intlependent Third Party:Yes I� i F EM zt a i r��» t "rrc 3 Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 _ The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement :Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic mail 3 # to this entity.Instead,contact the office b hone or traditional mail.If you have an y. .� � Y Y P Y y y 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 withlan email address if they have one.The emails s� v 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:; I• S, eCheck ®I securltvmi,-rltiCl ® a d r I i I I , I� I i I .I i • i http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVzcUeEoRSenjUSbUoNnog4VUAOfg7c{Mk2Q%3d%3d[7/8/2015 9:17:19 AM] , it i NOTICE OF PRODUCT CERTIFICATION CARR' ! CERTIFICATION NO: NI006332A-R5 x DATE: i 12%12/2005 CERTIFICATION PROG ,RAM: i . Structural s p' COMP ,ANY: JELD-WEN CODE: 104-3 ". pq� REVISION DATE: 05/05/2015 j To verify that the"Notice of Product Certification"is valid,please visit www.NAIyIlCertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. ANAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Contours PITmium Steel Wood-Edge 3737 Lakeport Boulevard Full Lite Fixed Sidelight"w/ODL Klamath Falls, OR 97601 Impact Glass or ODL,'Impact Allen Frame Configuration:O Glazing: IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/ 0.090"Interlayerlby Solutia/1/8"Annealed Glass Frame: W-940mm(37") 1 H-2032mm(80") Panel: W-889mm,(35") H-2007mm(79") DLO: W-559mm�(22") i H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +80/-80 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories ,I Report No: NCTL-210-3194-1/SJW2011-73/W-1487/W-1560, Expiration Date: September 30,2021 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE,iIINC 4794 George Washington Memorial Highway: Hayes, VA 23072 ; Tel: (804) 684-5124 Fax: (804) 684-5122 i NOTICE OF PRODUCT CERTIFICATION tio?. '•Q i CERTIFICATION,NO: NI006332D-R3 DATE: 12/12/2005 CERTIFICATION PROGRAM: Structural NI 1' COMPANY: JELD-WEN CODE: 104-3 �r � IHENt12{ "k' } REVISION DATE: i 05/05/2015 771 I To verify that the"Notice of Product Certification"is valid,please visit www.NA1 1ICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. ANAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to tliis document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Contours Premium;Steel Wood-Edge 3737 Lakeport Boulevard Full Lite Fixed Sidelight"w/ODL Klamath Falls, OR 97601 Impact Glass or ODL Impact Allen Frame Configuration:6 Glazing:IG-1/8"Tempered Glass/ Laminate-1/ 8"Annealed Glass/ 0.090"Interlayerlby Soltitia/1/8"{Annealed Glass Frame: W-946mm(37.25") H-2438mm(96") Panel: W-889mm(35") H-2413mm(95") DLO: W-52Imm(20.5") H-1997mm(78.62") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +80/-80 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3194-1/SJW2011-73/W-1487/W-1560, Expiration Date: September 30,2021 Administrator's Signature: ! u l � NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE,;IINC. 4794 George Washington Memorial Highway!, Hayes, VA 23072 ! Tel: (804) 684-5124 , Fax: (804) 684-5122 ! I I I i ; JELDrWEN@ Steel o - - CONTOURS STEEL SIDELITE,WOOD EDGE fO 6-8 OR 8-0 IMPACT GLAZED FIXED SIDE LITE 37 1/4" MAX. �o v UTILIZING COMPONENTS FROM ODL°INC.AND FRAME WIDTH J o m o Cn N ENDURA PRODUCTS INC. 35 3/4" MAX. • a O�U) GENERAL NOTES 37" MAX. PANEL WIDTH e y _ 0 N m ~ FRAME WIDTH r �J�Iv Iv 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT A r m FLORIDA BUILDING CODE(FBC),INCLUDINGHVHZAND HAS BEEN EVALUATED 35" MAX. x IN ACCORDANCE WITH THE FOLLOWING: PANEL WIDTH r R M m fl li TAS 201-94 E TAS 202.94 TAS 203-94 Y Z 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO 20 1/2- TRANSFER /2"TRANSFER LOADS TO THE STRUCTURE. MAX s' 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON D AILS. // D.L.O. w w 0 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DR ING w —! = CD p OR STUCCO. = 20 1/2" of i w w Q.DESfGNED PRESSURE RATING SEE TABLE I,PAGE 1. w — MAX — o w / ZQ p 1Z .THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCI x D.L.O. _ d 01 HURRICANE ZONE(HVHZ) w a 6.PRODUCT DOES NOT REQUIRE SHUTTERS z La d co 3 u1 3 r Li C' Z RESIDENTIAL INSULATED STEEL SIDELITE Common toBUfiame ncWns } ¢w DOOR LEAF CONSTRUCTION: n w o M �Z Face sheets:24 GA(0.021"min)thickness.Galvanized steel A-525 com ercial u' to Co W w J quality AKDO per ASTM 620 with average minimum yield strength /� // In 0: aJ Fy(ave)=30627 psi. o Cr U w o Z Core Design: Dylite Expandable Polystyrene with 1.0 to 1.25 lbs density,by o mj r JELD-WEN Inc a o m U Panel Construction: The panels are constructed from 24 GA(0.021"min) galvanized steel.The face sheets at lop and bottom are bent 90"over the top and 2 2 A C m co w o m bottom rails.The top rail measures 1.0"high x 1.688"wide.The steel bottom rail p p Z -22- measures zZmeasures 1.21"high x 1.688"wide.The sides of the lace sheets are roll formed infom O 2CD 0 0 I,.CA, 3 v11n -the lalch.and:hingestiles which measure 1.00"high x_1.688_wide.The.interior _ _ _ _ _ S m p�j cavity is filled with expanded polystyrene.The face sheets are glued to the 'KINCGE 6=8"FIXED-UNIT(07 SINGIE_-8'=0"FIXED-UNITYQ9 o Com•'w 0 W(Wr expanded polystyrene.The panelsare cut out forthe two-piece ODL Aluminum SCALE.- 1/2" =1'-0" SCALE: 1/2" =1'-0" E J O Zo J J z ALLEN frame.Units are glazed with tempered and laminated impact V IG. w<Z U K� o_ F.rame.Constmction:.-The frames are constructed of fingerjointed pine jambs---_-_ --___ -_ =Z p m Z Z - - ALt�SIDELITE-MODELS-ARE------ ow w --- -- - - -measuring 4-9.16"x1-1;4".-Theheadjambsare.modisedardbuttjoinedto the _. _ ___. __ _ _ - w¢¢ w-�i---- side jambs,and attached with three(3)16GA 7/16"crown x 2"long staples on - - --VIEWED-FROM-THE-WTERIOR= each side.The bottom Siff is attached to the side jambs with three(3) 16GA- SPE m CO Coto o _ 7.'16"crown x 2"long staples on each side. - 000 w Glazing: ODL iniulaled a is 1"ovr:Fall tNcknes`s,'&UhsWing ofFnne(1)""pane o/ - -- -- ---'- - -- --- -- - -- - - - - - ------ - ---- -- ---- --- -_ ____ _N a.r1 N m ¢_ 0.125"tempered glass;0.5"air space:two(2)panes of 0.125"annealed with .090"PVB interlayer b Solutia.All files are sandwiched lazed into the panels. TABLE I DESIGN PRESSURE RATING / m rn N-t N Y Y 9 P ttttttttUN ' WNERE WATER INFILTRA710N `�� R O r// U_W 0 U m Q O REIX11nEMENT IS NEEDED i Z TABLE OF CONTENTS se fol .80 PEP 1-80 PSF \G L p DATE 2/5/08 SHEET# DESCRIPTION tln-1D1 BOPBF/-tlOPSF �' jj 7 i'i0 SCALE:AS NOTED 1 TYPICAL ELEVATIONS •k Y / * = 2 VERTICAL CROSS SECTION&BILL OF MATERIAL = -O n — DWG. Br: SA 3 HORIZONTAL CROSS SECTION AND GLAZING DETAIL �1A¢T §7� (� CHIC.er:S. SAF FEL 4 ANCHORING LOCATIONS �i nAR Y•e T+R�aiTr DRAWING NO.: 5 UNITCOMPONENTS igitally signed by Hermes F.Norero,P.E. � i117t1i1t7b91 %% dW0509-05 aeA eason:I am approving this document fjpMlt/1p 4 yyy ate:2015.02.0911:18:58-05'00' FBPE CEAt/cis 8 SHEET jEOF 5 1" MIN.— 1" MIN. ai Item DESCRIPTION Material a w - 1" MIN. 1" MIN. 1 SIDE JAMB 1 1 4 x 4 9 16 FINCERJOINTED PINE PINE Nw 1 --^1" MIN. \- 2 HEAD JAMB 1 1 4"u 4 9 16"FINGERJOINTED PINEPINE T MIN.' I 19 ? Q 3 STILE ING R J)NTE LVL LVL o - - z RAIL FINGERJOINTED LVL) LVL 5 70 PHF SCREW WITH 1 112_ MIN. EMBED. STEEL �a�rn c, 20 FA 6 NOT USED O > 0 v m 19 2 7 NOT USED O m o co cv m 14 4 8 OOL ALLEN LITE FRAME ALUM 6063 TS ALUMINUM ii o -a Ln \ 20 9 WHITE VINYL LATEX CAULK • 0.0 aD m •�Y 10 14 10 7/16"x 7/16" 7/4 ROUND SIDE LITE STOP WOOD vi 4 11 SILICONE SFAIANi O-j m Ln uui- 1 5 75 \ 12 18 Go. NA@RDW CRl7WN x 1 8`LONG STAPLES STEEL ii v x v .y 10 13 ENDURA OUTSWING SILL, PART1 F0134566A ALUMINUM �m 2 21 I ~ 1 25 14 16 Ga. 7 16'CROWN x 2"LONG STAPLES STEEL E u. 15 15 1 18 Go. NARROW CROWN x 7 8"LONG STAPLES STEEL m SEE DETAIL A _ �. 16 1 EXPANDED POL15TYRENE 1.0 i0 1.25lbs DENSITY BY JELD-WEN FOAMY SHEET 5 9 j 1 21 4 �N 2 / 17 STEEL DOOR PANEL SKIN MATERLAL 24GA GALVANIZED STEEL 21 J 11 A-525 COMMERCIAL OUALIT7 0.021"MIN. THICK. GALVANIZED = SEE DETAIL A 9 18 OTTOM RAIL 2 GA IN AL ANIZED STEEL 57EEL 16 SHEET 5 4 = 8 21 19 2x WOOD BUCK WOOD 21 21 NON COMPRESSION SHIMWOOD w 16 21 DOW 995 SILICONE SEALANT _ SILICONE 0 p w 22 1 IMPACT IG PER CURRENT OOL NOA GLASS a X LL 1" o, = 21 23 1 8 TEMPERED GLASS GLASS o w J o SEE p w 21 24 3 6 LAMINATED ANNEALED GLASS GLASS 0 7- 131 DETAIL A �; : Q o 0 a1I�o SHT. 3 24 w, < 25 13/16-TAPCON PER CURRENT ITW NOA, 1 Min. Emb. GLASS 3N U¢ J _ �! 1 _0 1" 26 OPTIONAL Ix WO WOOD g W- O coO w-..._. _j O I �W 22 a1�0 p DETAILEA 24 F^ N.— 1" MIN. W �¢ m�E 43 w mJ SHT. 3 I 1" MI 1" MIN. �dw o� moo! z \^ 22 (�--SEE�DETAII--A- UO co p m`�°� 23 26 En N U j _ m 0 21 21 m O d 20 0 aD 0 U O o 16 21 _ 2 08 21 m 21 I \ av1 5o 1610 r 18 0 21 1 25 N 0 3 a: m 10 131 25 i5 z •zz 500 0 v�tn..,,, - --- - == _ 1-1 - -- - 1z�- w)B _ SHEET 5 -9- SHEET o r r 9 21 oa a¢ z -- --- 8 16 ww ww m -- --' - - - - - -- - - -- - - - -- w ---- .__ Q w 19 �zm - - w SEE Ln_ Q - oo0 x-- - -- - m -- --�w - - 1-3/4"-I - - - --- 21 21 Z DETAIL w, -- ------ - -- - - - ILA w MIN. I -1" MIN.--2 1/2" MIN.— 5HT.3 01 m11 w o ZB CROSS S O YP. �' m rn N`t m 3 VE C L CROS SECTION 11111 r 2 CONCRETE INSTALLATION SCALE• 6" =1'-0" 3 >X IN co SONO $hE' �T�� -0' w z % p DATE 2/5/08 A FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING ITEMS 5 & SCALE:AS NOTED 1-V ti 1 VERTICAL CROSS SECTION TYP. t� ( N 7�' 1 ' WOOD FRAME lNSTALLATlONSCALE.' 6" =1'-0" x/25), SEE SHEET 4. JiMi ; * = �. _ DWG.eT: EAG FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE TRT cxx.Dv.-S. SAFFEL DETAIL C2 FOR DETAILS. a.C'� 1,$ 0°�n 'r DRAWING NO.: 9 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB ��i1ofACerrt7ds��p �, JW0509-05 AS LONG AS MINIMUM EMBEDMENT 15 ACHIEVED. ss�E�ZxW D�tb;� a q FOR LOCATIONS FOR STATIONARY PANEL ANCHOR (ITEM #14), SEE SHEET 4. FBPEEC� fm .2978 SHEET 2 OF 5 I I i I I , I I II fI I 80" 8 1/2" TYP. i 6" , I pan a bo I I h� I ' W a = } 1 I w C* i xm rnN r^�^ m II i° I n � 2 o mm If mMO I I D Ay O i — A D 96" r 10 1/2- TYP. — m 6" II I —n i I Ln I I — IN m a I I f c I I I I I I I I I_ m • I D W �_ _ 00 Ln OD - o 1 III o c7 1 v11 to to O =m wN M MM i ! mo Mo I I A D A D F D r m II I 1 a 84" ka �. 71.. 57�,. 2 nn i I 42" nn 44„ �0lio 32" C� I 2211-- C� 192"— n 122.. `� _ 122.. � m. d �• ,y �a I I I � a u, '• m O ��ys � o \ y. Cb 0�.r w cn u !!l/�4nItH11`� � II " c- ^ g F 1 20 15 5TH EDITION FBC SM PRODUCT CONTOURS STEEL SIDELITE, WOOD EDGE - E 5 4 11 ENERAL REVISION GL o t a N D 9 B E' BOM WBD 6-8 OR 8-0 IMPACT GLAZED FIXED IWINDOWS • DOOIOA noo:e IA No }n cn SIDELITE � C 2 5 OB ADD CONC., DWG. EAG 3737 Lakeport Blvd. 9, o , T 0 A 12 1817004 GENERAL REVISION DRE PART OR ASSEMBLY: Klamath Falls, Oregon 97601 I0 U -n ^1 NO DATE i gy ANCHORING LOCATIONS Ph. (541)882-3451 P ID REVISIONS I & DETAILS Fax(541)850-2609 1 3/16" 1 3/4" 1 --sa a r ,77q oa O N O 4 9/16" I `rte pa 0 m o m N Q 0 e 00G' 4 9/16" ` r n p m o � f .r m f/� i r»-2 3116"-1 n�a L ODL "ALEN' FRAME FIXED THRESHOLD �' E ' WO J MB FINSCALE. 6" _- 0" 4 S-TIL 6AIL>jLOL A SCALE: 6"�I$0" 1 6063T61ALUNUM66A X SCALE: 6" z ip w M X M U W 3/16" C-SINK. — NOTE - 1-USE J{10 WOOD INSTALLATION SCREW Wj i 1/2" MIN. EMBEDMENT o¢ a �II t f8, t WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. � Q > o I I-- 2-USE #8 x 2 1/2' PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. -v co 3-USE 3/16ITW TAPCON ANCHOR Wj 1 1/4" MIN. EMBED. N Z WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. BOTTOM RAIL 18 ST EL 25 A MIN. CALK_ nFTA>/ A - COUNTERSINX DETAIL �Io� o SCALE.• 6" =1'-0" ao olm � m � 6 mz ZZ O 092 1 (> �tyny N>> L)LX W O O W W N zz ozz � cr �ooa w - - -- - - - aoMNao�o J` �51F i i►0��i�� W o c�m¢ ��.�� + •:• pp DATE: 2j5 08 scALE:AS NOTED owG.wY EAG CHK.eY:S. SAFFEL �ON� 4.73n w URAw7110 NO.: jfibpt�pirtCexriB4 UfCr'C@ JW0509-05 OF FBPe aEAf/�WAtM1C78 SHEEP 5` 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 i 954.744.4738 FX contact@buildingdrops.com Produrirat Evaluation Repolrt OtIf JELD-WEN, inc Contours Steel Sidelite, Wood Edge 6'-8" or 8'-0" Impact Glazed FixedSideiitle for Florida Product Approval 1II Rxp"n,r-( No. 3,103 1 Current Florida Building Code Method: I —A (Certificaie, Method) Category: Windows Sub—Category: Fixed Product: Contours Steel Siddite, Wood Edge Material: Wood/24 Ga. Steel Product Dimensions: 37.25"x 961, 37"x 80" Prepared For: S F. 0 Prepared by: • • 0 Hermes 1"N"orevo. P,E. Z 7 Florida Professional Engineer#73778 •3 Date: 01/26/2015 J4u Contents: Evaluation Report Pages I--4 Digitally signed by Hermes F.Nor"e'ro,P.E. Reason:I am approving tli'is document Hermes Norero, P.E. Date:2015.02.09 11:18:23!1-05'00'1. Florida No.73778 i BUILDING DROPS I Date: 01/26/2015 a A Perfect Solution in Every Drop Report No: 3394 Certificate of Authorization:29578 i I Manufacturer: JELD-WEN,Inc. i Product Category: Windows Product Sub-Category: Fixed i Compliance Method: State Product Approval Method(1)(a) , I Product Name: Contours Steel Sidelite,Wood Edge (Impact) 37.25"x 96" 37"x 80" ,I E Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#;73778)for JELD-WEN,inc. based on Method 1a of the State of Florida Product Approval,Flo rida;Department of Business and Professional Regulation- Florida Building Commission. I� Hermes Norero, P.E.does not have nor will acquire financial interest inithe company manufacturing 11 1or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current;Florida Building Code. See Installation Instructions JW0509-05,signed and sealed by Hermes Norero, P.E. (FL#73778)for specific use parameters. i I , Limits of Use: 1. This product has been evaluated and is in compliance1with the,currelnt Florida Building Code, including the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. i 4. Site conditions that deviate from the details of drawing JW0509-05 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-05 for size and dlesign pressurel limitations. I , Hermes Norero, P.E. i Florida No.73778 Page 2 of 4 I i i ` I ;I j� BUILDING DROPS A Perfect Solution in Every Drop Date: 01/26/2015 � �, �, Report No: 3394 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing underia quality`assurance program audited by an approved quality assurance entity through Natiorial Accreditation& Management Institute,Inc. (FBC Organization'#'QUA1789). I Performance Standards: The product described herein has been tested 1per: • TAS 201-94 • TAS 202-94 II • TAS 203-94 i Referenced Data: I 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization#TST1589) Report#: NCTL-210-3194-1, Report Date:09/28/2005 Report#:SJW2011-073 Report Date: 06/29/2011 2. Quality Assurance National Accreditation and Management Institute i (FBC Organization#:QUA1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization#:CER1773) j 4. Material Certification Miami-Dade RER—Product Control Section NOA Eastman Chemical Co.—Saflex HP Inte;flayer ; 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ;I ASTM E84-08 l Report#:3113726SAT-001 R1 Report Date:103/13/2009 Hermes Norero, P.E. Florida No.73778 ' Page 3 of 4 I I i BUILDING DROPS Date: 01/26/2015 A Perfect Solution in Every Drop Report No: 3394 `# Certificate of Authorization:29578 i � I i� Equivalence of Test Standards: I Various test standards have been evaluated for differences in test methodology;if any,between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standardlledition'(s): 1) ASTM E84-08 I ! s ; Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editionI,it has been found that no significant technical changes have been made to the test standards that would affect thei results'All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. I ! Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: �� A. For 2x wood buck substrate, use#10 Wood Screw:type installation anchors of sufficient length to achieve a minimum embedment of 1.50"Minto th"e'wood substrate. ? ` B. For concrete or masonry substrate where one by(1U X),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 of masonry. I i � 1 C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry.! Refer to Installation Instructions(JW0509-05)for anchor spacliig and more details of the installation requirements. Design Pressure: I Design Pressure I ' Positive 80 PSF Negative 80 PSF '! Hermes Norero, P.E. Florida No.73778 Page 4 of 4 t I f I , I I I Florida Building Code Online, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts ublicationls FBC Staff BCIS Site Map Links Search Business' , I Prof essiora I + °1 Product Approval °°a' USER:Public User I Prnduct A. o- val ht nij>Produc-or Aonli ation Sparch>Anoli a ion I ist>Application Detail I i FL# FL11870-R4 l # _ S Application Type Affirmation I Code Version 2014 I! 1 c Application Status Approved { M1 Comments 1 Archived ❑ I j fProduct Manufacturer ]ELD-WEN ! � Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97605 + (800) 535-39361 { fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin ; 1 fbcl@jeld-wen.com i Technical Representative JELD-WEN Corporate Customer Service % Address/Phone/Email 3737 Lakeport Blvd. I Klamath Falls OR 97601 i .1 (800) 535-3936 I l I I y customerserviceagents@jeld-wen.com c s S t Is r Quality Assurance Representative I 1 Address/Phone/Email j I v ja I l s 9 Windows Category ( s Subcategory Mullions 4 Compliance Method Evaluation Report from a Florida;Registered Architect or a Licensed 4 Florida Professional Engineer ,. q �E i ❑ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Robert J. Amoroso, P.E. j Evaluation Report x Florida License PE-49752 ut ! Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 01/01/2018 l I Y Sten W id M. " t Validated B vePE I ' ❑ Validation Checklist`- Hardcopy Received I r ,g Certificate of Independence FL11870 R4 COI C of I X263 RevO 41.3- 1003 JW StructuralMullidn odf Referenced Standard and Year(of Standard) Standard ' Year x , TAS 201 I I 1994 i? .'I t.'✓F I i TAS 202 1994 TAS 203 1994 I ` http://wtvw.floiidabuilding.org/pr/pr_app_dtl.asps?param=wGEV\QwtDqub%2f1V12eroZGl6BisGr%2fb6bylhlDBD%,9QTz2Ls4YhtY8zA(.3dO,3d[12/1%20158:23:47ANQ II � ' i Florida Building Code Online I i Equivalence of Product Standards i I Certified By Florida Licensed Professional Engineer or Architect FL11870 R4 Equiv EER i?_263 RevO 413- 1003 JW 5tructiiralMulli6n' A.Ddf i l , a � l l Sections from the Code ❑� I affirm that there are!no changes in the new Florida Building d Code which affeet my product(s)land my product(s) are in compliance with)the new Florida Building Code. Documentation from approved Evaluation or Validation Entity f, OYes ONO ON/A Product Approval Method Method 1 OptionID :i Date Submitted 06/17/2015 ' Date Validated 06/17/2015 �I Date Pending FBC Approval Date Approved 06/27/2015 EI Summary of Products --- FL# i Model, Number or Name Descriptiod 11870.1 Clipped Aluminum Tube Mullion1 10 or 1x4 Tube Mullion Limits of Use I Installation Instructions Approved for use in HVHZ:Yes FL11870 R4 II JELD0108 RevO pdf Approved for use outside HVHZ:Yes Verified By:ilRobertJ.'Amoruso, P.E. 49752 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +75/-75 Evaluation IReports U Other: FL11870 R4 AE PER:226 RevO 413- 1003 JW StrurturalElullion A odf Created by Independent Third Party: Yes 3 ' F e I � , (t( 2 Contact US:: 1940 North MonroeStreet-Tallahassee FL Phone:!�850-487-1824 h f Te State of Florida is an AA/EEO employer, oovriah 007- 01� tat of Florida ;:Priva I Sta m n.= � P t::A �sibility S a m nt:;Refund Statement „i 5 ti 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 r' 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 '[ f 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S:I must provide the Department with an email address if they have- one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal { address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: i sccurrtcw 11W ffriirmm I I i I � i 1 bttp:/Av%v'v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZGl6BixGr%2fb6byINDBDc9QTz2LAYhtY8zA%3d%3d[12'/1/2015 8:23:47 AM] i I , Arnpro ALW Certificate of Independences Date: November 20,2013 f 3 Report#: 2263-Cofl f i I Report Revision No.: 0 ; Project#: 413-1003 ' Product Mfg.: Jeld-Wen Inc. 3737 Lakeport Boulevard , math Falls,OR 97601 Product D ion:� Clipped Aluminum Tube Mullion—LMI/SMI—HVHZ uct Category: Windows ' Product Sub-Cat: Mullions j Compliance Method: Product Approval Rule 61G20-3.009—Certification of Independence I Prepared By: Robert J.Amoruso, P.E. a : Florida P.E. No.49752 PTC Product Design Group, LLC, PO Box 520775, Longwood; FL 32752-0775 Florida C of A No. 25935 i CERTIFICATE OF INDEPENDENCE �llplf110i'sA? PTC Product Design Group, LLC and Robert J.Amoruso, add . Nm E, P.E. do not have, nor will acquire, any financial interest R� , in the company manufacturing or distributing product(s)covered by this Product Evaluation Report. r ` m ca PTC Product Design Group, LLC and Robert J.Amoruso, ° a 1fR rd •f•.+w a � P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product {6 ,t� i 0I�40 Evaluation Report. <a� iy f°'ai•Sa+°°�� 9y�" 10NL 1 it PTC Product Design Group,LLC Project No.413-10031 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Certificate of Independence i s FL No 49752 Phone:321-690-1788 Fax:321-690-1789 Report No.2263-Cofl ' Page 1 of 1 FBPE Certification of Authorization No.25935 4 E I ' | ! ' . . . . / | ' | � � . . Equivalency of Standards Evaluation W the Current Edition of the Florida Building and 1111 sid,eniial Codes Date: November 20,2013 Report#: 2263-EER Report Revision No.: 0 Project.#: 413-1003 Product Mfg.: Jeld-Wen Inc. 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Description: Clipped Aluminum Tube Mullion—LMI/SMI—HVHZ Product Category: Windows Product Sub-Cat: Mullions ` Compliance Method: Product Approval Rule 6lG2O-3�05(l)(d)—Produ | n Re port byaLicensed Professional Engineer ` | Prepared By: Robert].Amoruso,P.E. Florida P.ENo.4975Z PTC Product Design Group, LLC, POBox 520775 Longwood, FIL 32752-0775 | Florida CofANo. 2G93S � CERTIFICATE OFINDEPENDENCE PTC Product Design Group, LLC and Robert 1Amorus4 E Al P.E. dnnot have, nor will acquire,any financial interest in the company manufacturing or distributing product(s) covered bythis Product Evaluation Report. PTC Product Design Group, LLC and Robert 1Amorusn, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. \ � � | � . / PTC Product Design Group,LLC R6bert J.Amuruso,P.E. ' P.O. Box 52o}75—Longwood Florida 37252 EquivalencyEvaFLNo497SZ i � Phone:321-690-1788 Fan 321-690-1789 Report No. Page 1of3 F8PE Certification ofAuthorization No.25935 | ' ' . . 1 ! � \ . . / J ' � ' I i I , SCOPE ' Evaluate equivalency of testing standards used for the performance testing of Jeld-Wen Clipped Aluminum Tube Mullion — LMI/SMI — HVHZ for conformance to the Current Edition of the Florida Bbilding Code — Building and Residential Volumes including the High Velocity Hurricane Zone (HVHZ). DESCRIPTION OF PRODUCT- INSTALLATION REQ,"UIRE!MENTS See Reference 1.a for a description of the product, its installation and ,other pertinent data related to its approved use. f PERFORMANCE AND TESTING STANDARDS it SUMMARY Reference 2 conducted testing to the following standard(s). 1. TAS201-94, Impact Test Procedures. jl 2. TAS202-94, Criteria for Testing Impact& Non-Impact Resistant Building Envelop'e�Components Using Uniform Static Air Pressure. iI 3. TAS203-94, Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. I REFERENCES & SUPPORTING DOCUMENTS 1) Drawing 1 I a) JELD0108, Rev. 0, dated 11/20/13,signed and sealed by Roberti.Amoruso,i,P.E.Jeld-Wen Clipped Aluminum Tube Mullion, Large and Small Missile Impact Resistant-HVHZ, Mullion Span vs. Load Width Tables-Installation Anchorage Details 2) Test Reports by National Certified Testing Laboratory, Inc. in Orlando, FL' a) No. NCTL-210-3383-2, dated 10/22/07, TAS 201, 202 and 203 testing for Jeld-Wen LMI Mullion b) No. NCTL-210-3383-2A, dated 6/28/10, TAS 201, 202 and 203 testing for Je,ld-Wen LMI Mullion I I ` 3) Reports a) PTC Report No. 2263, Rev.0, dated 11/20/13, Product Evaluation foJeld-Wen Clipped Aluminum Tube Mullion, Large and Small Missile Impact Resistant- HVHZ, Mullion Span vs. Load Width Tables- Installation Anchorage Details, signed and sealed by Robert J.Amorulso, P.E� 4) Current Edition of the Florida Building Code—Test Protocols �I a) TAS201-94 I { b) 'TAS202-94 c) TAS203-94 I 1 I I r ! PTC Product Design Group,LLC Project No.413-1003+ Robert J.Amoruso,P.E. P.O. Box 520775—Longwood,Florida 37252 Equivalency Evaluation FL No 49752 Phone:321-690-1788 Fax:321-690-1789 Report No.2263-EER! Page 2 of 3 FBPE Certification of Authorization No.25935 t i I , 'I I Aropr 1 AW Product Conformance Evaluation t FO 01C/FRC , Testing(Reference 2)was conducted to the following standards as clocume,Ited in!Vrocluct Evaluation Report No. 2263 (References 3.a). Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Based upon a review of(a)Chapter 35 of the Current Edition of the Florida Building,C odes iand(b)Chapter 43 of the Current Edition of the Florida Residential Codes the following is concluded • The testing standard revision levels listed above and used for testing of products};included in this evaluation have been compared to those currently listed in the Current Edition of the Florida Building ti and Residential Codes. Based upon that review, it was determined that the; est results documented in Reference 2 test reports demonstrate code compliance to the Current Eclitiph of the FBC/FRC with regard to testing requirements, results reporting and results interpretation. No changes exist in the listed testing standards that would necessitate re-testing of the product(s) included in this evaluation. • Testing standards listed above are all present in Chapter 3511 of the Current Edition;of the Florida Building Code and Chapter 43 of the Current Edition of the Florida Residential Code.1 : Therefore, all test standards listed above and test results associated with this prod6ct are valid for and demonstrate compliance to the Current Edition of the Florida.Building Code and the Current Edition of the Florida Residential Code. is it PTC Product Design Group,LLC Project No.413-1003 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Equivalency Evaluatio. FL No 49752 Phone:321-690-1788 Fax:321-690-1789 Report No.2263-EERI i Page 3 of 3 FBPE Certification of Authorization No.25935 JELD-WEN co CLIPPED ALUMINUM TUBE MULLION LARGEAND SMALL MISSILE IMPACT RESISTANT- IIVHZ _ w - MULLION SPAN VS. LOAD WIDTH TABLES-INSTALLATION ANCHORAGE DETAILS D- GENERAL NOTES: INSTALLATION NOTES: 1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA 1.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 20112021203.AND ALUMINUM DESIGN MANUAL. 2 ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4"TO CONCRETE AND 2"TO HOLLOW BLOCK. 2.NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF M o n Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD(i.e.3/4'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). = w O 3.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 4.ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 1/2". 001 JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. L) w'R-' 5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.55 OR GREATER. N CO a o 4.THE SYSTEMS HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE,FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, K 0 o O SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. *m Z U w. OZ w 5.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS 7,FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONE-TIME U D_ O Q ¢ O (BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DAOE 2 00 O j 4'1 Z BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. 2 03 U) 2 W 6.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. w Km F K.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE 3 O LL c) o a 7. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEETAII APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR 0 p- a� LOAD RESISTANCE,AIR 8 WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR W W U) &__ REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. Q Z " 8.TOP 8 BOTTOM DETAILS SHOWN MAYBE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAYBE MOUNTED VERTICALLY g Q f^l OR HORIZONTALLYAS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT W ` FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING, m Y Q~O 9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 00 w a 10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS J 10, WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE"G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. UW 11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, 11. ANCHORS 70 CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH W ° LLa FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST'CLIP AND CUP PLATE. C0 u pig E gg 12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT,VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: i TO BE USED WITH THESE MULLIONS. - 1. TO CONCRETE BLOCK 13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1.1. 3116'DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1"MINIMUM EMBEDMENT AND 2"MINIMUM 14. IN ACCORDANCE_WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD_BUCKING SHALL EDGE DISTANCE. ---- `-HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OFA-DURABCE'SPECIES. - -- -- __.-=_7.2.-_ALTACHMEN_T-MAY-BE MADE THROUGH-1X OR2X�WOOD_BUCKS.OR DIRECTLY INTO MASONRY__-i_ 2. TO 2500 PSI MINIMUM CONCRETE 15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING 2.1. 3/16'DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-1/2"MINIMUM EMBEDMENT AND 2-1/4" MINIMUM EDGE DISTANCE. FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. 2.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE. --- - ------- - -- ---- --- --- - - ---' - --- ---------- --- ---3.--TO2X-WOOD BUCK OR 2XWOOD.FRAME.HOST-SUBSTRATE---------- - - - -- -- -- - ---- ------ ------ -- .r -3.1.---#10 WOOD SCREWS OF g10-TAPPING SCREWS(SMS OR SDS)WITH 1-112"-MINIMUM EMBEDMENT- AND 3/4"MINIMUM EDGE DISTANCE. Robert J.Amoroso,P.E. 4. TO 118'"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Flu=Fly=22 KSI MINIMUM) Florida P.E.No.49752 TABLE OF CONTENTS 4.1. N10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SDS)WITH -- - - -- -- "- - -"---` - - - - - - --- FULL THREAD PENETRATION THROUGH-HOST SUBSTRATE AND 1/2'MINIMUM EDGE.DISTANCE- SHEET SHEET DESCRIPTION ♦ ♦ ?A fs d �4 's 1 GENERAL NOTES,INSTALLATION NOTES 8 ANCHOR SCHEDULE + .ti ...........• n 2 ELEVATION Z., 0 •lop 0�•• ��9 19752 :O 3 COMPONENTS 4 GCLIP AND T-CLIP INSTALLATION DETAILS •S}• u"TrF t /�•. 'T 5 'GOAL-POSTCLIP INSTALLATION DETAILS •••°✓,� Fi"t n.•'�N L•� NAL 6&7 MULLION SPAN VS.LOAD WIDTH TABLES •J�fdONdO!106 b♦ Ll l NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C")PROVIDED GEOMETRIC IN DETAILS 1/1,2/1 AND 311 ARE PROVIDED ONLY TO ILLUSTRATE THE Z: SHAPES DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS,ALL MULLIONS cl) INCLUDEDFENESTRATION SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN, PRODUCT PER SEPARATE APPROVAL w 1 4 5.6 1 2 Foz 56 12 4 5 0 4 5 MULLION LU 0 MULLION z F= OR Of SUBSTRATE 0- 123 5 12 FENESTRATION PRODUCT PER PRODUCT PER 4 4 5 FENESTRATION MULLION r SEPARATE APPROVAL P SEPARATE OR — APPROVAL SUBSTRATE 12 d56 12 44 MULLION-,, MULLION--,,, MULLION IN �2 �2 'B" C. A, MULLI N--, FENESTRATION 25 (S� =:q A-0 PRODUCT PER > Q 0 FENESTRATION FENESTRATION FENESTRATION R L2 PRODUCT IN 2 L 1 SEPARATE 7 PER PRODUCTPER PRODUCTPER APPROVAL SEPARATE SEPARATE SEPARATE NESTRATION PRODUCT PER APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL 456 12 W2O ,0�4� z Ji LD Z Df 0 EDO�cn z Ft 0 _:)z 20 Uj w�_ ��_ i 6i 0 tZ euj lwl W2 gw " W3 W4 W5 a. ul S�MUCIR MULLION FENESTRATION-T T'O Ro U PER SEPARATE APPROVAL I— NOTES: NOTES, NOTES, < 1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1, UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY 1 M I MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT 0 1 w UNLIMITED PROVIDED THAT MULLION ILMITATIONS NOTED HEREIN ARE NOT MULLION I-MITATIONS NOTED HEREIN ARE NOT I� EXCEEDED. LMITATtONS NOTED HEREIN ARE NOT EXCEEDED. EXCEEDED. V IONS SHALL L) 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULL SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTSTO MULLIONS SHALL BE PER SEPARATE APPROVAL. 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL. DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4, MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4.1. MULLION"A" MULLION-A' 4.1.1. MULLION SPAN=Ll 4,L LION"A' 4,1.2. TRIBUTARY WIDTH=(WI I W2)/2 4.1.1. MULLION SPAN=Ll 4.1. MULMULLION SPAN!�Ll_--- TRIBUTARY WIDTH_=_(W.l.+W2)22__ ----4 1.1�� _42�_-MULLION113"_ 4.1.2. TRIBUTARY WIDTH=(Wl+W2)12 4.21. MULLION SPAN=L2 4.2.2. TRIBUTARY WIDTH=(W3+W4)r2 4.3. MULLION"C' 4-3.1. MULLION SPAN=L3 TR!BUTARYWIDTtt=(lV4lln)12 ---FEN---FENESTRATION-PRODUCTS PRODUCTS- --�-----�---'-'F-.ENESTRATION-PRODUCTS'- MULLED VERTICALLY ' MULLED HORIZONTALLY Flo6da P.E.No.49752 2 3 Rob.lt J.A�6=o.P.E. MULLED FENESTRATION EXTERIOR ELEVATION SHOWN EXTERIOR ELEVATION SHOWN-- -911124ps, mbbIJCTSVVITFfTRAN`S_bM__ '%0! SOJES 4 f"'l AEXTERIOR ELEVATION SHOWN , NO 49752 ITA"rE "'Ron 0.125" 0 0326" .726" 1'-- 0.476" 0.476" 0.125" 0.125" w TV 0 1.000 . L 2.110" 0.125" 2.1110" 0A25" 2.311 1.000" oat 1.375"-1- 0 o 0.312" 0.375" 3.000" N Vol- > 0 3.000" 0 E=E-H iD 1-.125" 0.4038.1 j 0 FOR F 0.438" �S ANCHOR LOCATION,0.750" WITH 0 TYPICAL I, Ko 'R c� vi MULLION MULLIONcc r4"1\1"X 3"MULLION (�)'GOAL-PO.ST CLIP P" ZO < -Z 1 0 L5�x -(n - o ..3_T,'L" z D o�i-- �m z �6063-T6�ALUM- 0 =)z ca us n W ANCHOR LOCATION, I. 'i� ujz ANCHOR LOCATION. a,() 0< 1.000, 1.950" TYPICAL TYPICAL LL 0.975" ANCHOR LOCATION, 29" 5.500" Ww y TYPICAL 0.125" y 0,110"" 0 -T < 4.000" = : FOR E FOR USE 0 'ITT�S X 0.4 0.438"J 3" 4.340" WITH VX 3' a- 0.970" 04 MULLION ci MULLION 0 L AN ANCHOR LOCATION. CHOR LOCATION. 4�1"X 4"MULLION TYPICAL TYPICAL LU . .29" 1.685"- -(A�'IGOAL'GOAL -PLATE C CLIP -T6 ALUM. �(�)6CI63`T6PILLIIVI. '063_ T6 ALUM. 6063 RbWl J.A=-P.E. Florida P.E.No.49752 No 44752 i -.0% 1"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION #10 SMS OR SDS #10 SMSSDS WITH FULL THREAD FULL THREAD PEN PENETRATION INTO A PENETRATION INTO / MULLION `r MULLION 8zo 18„ � - 0 a O 0 0 #10 FLATHEAD I� Zr �I I� 2 �I = o c a LATHEAD SDS,(4)PER CLIP SDSF(4)PER CLIP #10 FLATHEAD =J SDS,(4)PER CLIP N w o gwo 3„ yl �fv 4„ I 'z 1"x3"or1"x Uwe2� 4 o i 4"MULLION 1"x3" x4" zoo�� m. z MULLIONm rri� MULLION w w, TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT o° a h xP r-l1MULLION INTERSECTION W/C-CLIP -21MULLION INTERSECTION W/C-CLIP r31MULLION INTERSECTION W/C-CLIP w w<�� m 4 VERTICAL SECTION 4 SIDE ELEVATION g; ?� - 4 SIDE ELEVATION m< 7Z : �Y QQ w SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a v 1 3 V/,/EEG3 EDGE EDGE 14 ANCHORS PER ST. DIST. DIST. DIST. DIST. DIST. UL ( ) E ESCH MBED - . ::. . . _ EMBED: _ — EMBED:-,:. CLIPED E, 4 P R - lay ANCHORS FIER_ ____ANCHORS.PER. . _ _ �- 1V2" -SCHEDULE",(4) _" "- - - SCHEDULE.-(4) - ° - PER CLIP 1 - -----o -- --- - - - - -- -- -- - -- - - -- PER CLIP - - - "- -" - -- - Robert J.Amoruso.P.E. -- - FLATHEAD 2" 2>, #10 FLATHEAD yl #10 FLA HEAD I� yl Florida P.E.No.49752 C -SDS,(4)PER LIP "SDS,(4) / SDS,(4)PER CLIP ER CLIP C At 1"x 3"or 1"x 140 49752 :o' 4"MULLION 1"x 3" 1"x 4" t __ MULLION MULLION : : '�•: 'T TE F :4u TYPICAL ATTACHMENT 1"X 3"MULLION 1"X 4"MULLION r41 WITH T-CLIP 5 ATTACHMENT WITH T-CLIP4 SIDE E CHMoENT WITH T-CLIP �,eJS f��jVALE��'^• 4 VERTICAL SECTION 4 SIDE ELEVATION f�fP/fit14f14 SUPPORTING SUBSTRATE (SEE ANCHOR SCHEDULE) 1.95" ANCHORS PER SCHEDULE EXCEPT 4t I FOR ANCHORS TO EDGE EDGE /-- CONCRETE BLOCK DIST. DIST, #10 FLATHEAD 1.375" (CMU)OR CONCRETE lot EMBED. ANCHORS PER SIDS,(4)PER CLIP SCHEDULE EXCEPT FOR ANCHORS TO -0 CONCRETE BLOCK 0 "t (CMU)OR CONCRETE — 1— INTERIOR 0 4 IN. NOTE:'GOA�-POSTCLIP AND PAM 1"x 3"or 11 CLIP PLATE SHALL NOT BE 11. 4" 0 5 F 3/8 MIN. USED WITH 3116"Ti-P—CONS MULLION — FOR ANCHORAGE TO CONCRETE OR HOLLOW 0 �< Z I CONCRETE BLOCK.MAY BE 6 < 0 Z=)o z EXTERIOR USED ONLY FOR 0 . z ca U) , �Wcn #10 FLATHEAD ANCHORAGE TO WOOD, a-l'm Eiz: 0- �0< SIDS,(4)PER CLIP ALUMINUM OR STEEL. 0 0.LL -J W WjUp <Z 1"x 3"or 1'x 4"MULLION '0 <0- TYPICAL ATTACHMENT WITH w< TYPICAL ATTACHMENT WITH mo /-1 'GOAL-POST'CLIP 2"\'GOAL-POST'CLIP SIDE ELEVATION �5 SECTIONWo g Robertl AM"P.E. Ff.dda P.E.No.49752 CEA, NO 4975 T TE '14JONAI- DESIGN SCHEDULE: 1"x4" MULLION WITH 'GOAL-POST' CLIP m C _ 0 0 MULLION TRIBUTARY WIDTH 1�! SPAN 10" 21" 24" 27" 30" 33" 36` 39" 42" 45" 48" 53" � 106" __....48.6 _ 41.6 36A 32A �29.2 26,5 24.3 22.4 20.8 19,4 18.2 16.5 � _. - 6 100" 51.5 _ 44.1 38.6 34.3 30.9 28.7 26.8 23.8 22.1 20.8 19.3 17.5 U 96" 53.7 46.0 40.2 35.8 32.2 29.3 26.8 24.8-- 23.Ov- 21.5 20.1 18.2 90" 57.2 49.1 42.9 38.2 34.3 _ 31.2 26,6 26.4 - 24.5 - 22.9- 21.5 19.4 ° -•• -- -- DESIGN SCHEDULE NOTES: d SB" 59.9 51.3 44.9 39.9 35.9 32.7 29.9 27.6 26,7 24.0 22,5 20.3 64" 61.3 52.6 46.0 40.9 36.8 33.4 30.7 28.3 26.3 24.5 23,0 20.8 1. DESIGN SCHEDULES PROVIDE MAXIMUM ALLOWABLE ...................__ ._........._-_ _,..... -•• POSITIVE(+)AND NEGATIVE(-)DESIGN PRESSURES FOR 80" 64.4 55.2 48.3 42,9 30.6 35.1 $2.2 29.7 27.6 25.8 24.1 21.9 USE WITH MULLION SYSTEM IN POUNDS PER SQUARE 78" 66.0 58.6 49.5 44.0 39,6 36.0 33,0 30.5 20.3 26.4 24,8 -22.4 Fool(PSF). 78" 67.8 58,1 50,8 45.2 40.7 37.0 33.9 31.3 29.0 27.1 26.4 23.0 7 2_ FOR DETERMINATION OF MULLION SPANS AND o n 2" 71.5 81.3 53.7 47.7 42.9 39.0 35.8 33.0 30.7 28.8 26,8 24.3 TRIBUTARY WIDTHS,SEE ELEVATIONS ON SHEET 2. N _SB 769 66.9 58.6 52.0 - 46.6 42,6 39.0 36,0 33.4 31,2 29.3 28.5 x z o p _ x 60" 75.0 73.6 84:4 67.2 51.6 48.6 42.9 39,6 36.8 34.3 32.2 29.2 3. FOR INSTALLATIONS UTILIZING MORE THAN ONE TYPE _ w OF CLIP PER MULLION,USE THE LESSER ALLOWABLE 54' 76,0 75.0 71.6 83.6 57,2 52,0 47.7 44.0 40.9 38.2 35.8 32.4 Q lD •i w -��-�-•• - --..-- -- DESIGN PRESSURE. u7-� � � 50.8" 76.0 76.0 76.0 6719 6111 55.5 50.9 47.0 43.6 40.7 36.2 34.8 2 m o 0 48' 75.0 75.0 75.0 71.5 64.4 58,5 53.7 49.5 46.0 42.9 40.2 36.4 4. 'GOAL-POST CLIP MAY NOT BE USED FOR �b INSTALLATIONS 70 CONCRETE OR CONCRETE BLOCK "�uZ 0 42 75A 75.0 75.0 T6.0 73.6 66.9 61.3 56.6 52.6 49.1 46.0 41.6 (CMU). j rn O o Z 38.4" 75.0 75.0 75.0 75.0 75,0 73.2 67.1 61.9 57.5 53.7 50.3 45.6 Z=o >> o ! 36" 76.0 7b,0 76.0 75.0 75.0 75.0 71,5 88.0 87.3 57.2 53.7 48.6 5. ®DENOTES CONDITIONS NOT ACCEPTABLE Z 0 O mZ 30" 76.0 75.0 75.0 75.0 76.0_.._' 75.0 75.0 75,0 73.6 88.T 64.4 68.3 FOR usE. 3 a m a a H 24" 76,0 76.0 75.0 75.0 75.0 1 76.0 75.0- .75.0 75.0 75.0 75.072.9 o d=�> g �S2 za a� fl 1 rM�iY ap DESIGN SCHEDULE: IN x411 MULLION WITH T-CLIPt OR1 C-CLIP1 e o, ey 6,=)mm 8 fi M MULLION TRIBUTARY WIDTH o$2% SPAN 18" 21" 24" 27" 3p" 33" 36" 39" 42" 45" 46" 53" `° s g� dl 106" 59.0 50,5 44.2 39.3 35,4 32,2 29.5 27.2 26,3 23.8 221 20.05 100" 70.2 60.2 52.7 46.8 42.1 38.3 35.1 32A 30.1 28.1 26.3 23.9 96" 75.0 86.0 59.5 52.9 47.6 43.3 397 $6.6 34.0 31.8 29.8 27.0 90" 76.0 76.0 72,3 64,2 57.8 52,6 48.2 44,6 41.3 38.6 36.1 32.7 :.-75A-_ = _, �X66.3_-X60.2-X55.2_- 6_1.0_,47.3-�44.2�41,4�_3_7--.5 - - -- --- - -- - - - - - 84" 75.0 75.0 76.0 76.0 4.8 71.1 6 59.3 54.7 50.8 47.4 44,4 40.2 75.0 75.0 76.0 NW 76,0 74.8 68.8 63.3 68.8 54.9 51.4 46.6_ 78" 76.0 76.0 75.0 75.0 75.0 75.0 73.7 68.0 63.2 59.0 55.3 50.1 - -- -1b:0.__ ___76.Q --..71.9 __66.7- -: -82.3-_- --58,4_-_:.__62.9...__ 72" 76.0 75.0 75.0_ 76.0 76.0 75.0 76.0- 75.0 74.6 69.6 65.2 59.1 RotrertlA Don P.E, 68" 75.0 1 75.0 76.0 _ 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.2 64.4 Florida P.E.No.49752 _ i -- 80" -764 - -75.0 - -75:0 75,0 - -75.0- -75.0-- 75,0 -76.0 75:0-- - 75.0- 70.9 S4" T6.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 } 76.0-� Vttiti �F r�S 'ri�rBpl 60.6" 76.0 75.0 76.0 75.0 75.0 75.0 759 76.0 76.0 75,0 75.0 75.0 :'per:`• G E POS fi_n� Pis 48" 76.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 ` ►Ja 49752 :moo __._..._ .__.._ 75.0 _. . 42" 76.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 76.0 76.0 75.0_ 75.0 38,4" 76.0 75.0 75.0 75.0 76.0 75.0 -76.0 75.0 76.0 76.0 75.0 75-0 w v 38" 75.0 75.0 75.0 75.0 75.0 75.0 75,0 76.0 75.0 75.0 75,p - 76.0 "'n"' ST Cj 769 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75A 76,0 75.0 ;`�4^t rj R 1 ¢CN�-:� 24' 75,0 75.0 750 76.0 750 75.0 76.0 75.0 75,0 75.0 75.0 75.0 �r,�rfdC+'NAL Iti sttt I I -Aropro ALW Product Evaluation Report , f , Date: November 20,2013 I , Report#: 2263 Report Revision No.: 0 Project#: 413-1003 Product Mfg.: Jeld-Wen Inc. 3737 Lakeport Boulevard i Klamath Falls,OR 97601 I ' i Product Description: Clipped Aluminum Tube Mullion—LMI/SMI—HVHZ + I Product Category: Windows g i Product Sub-Category: Mullions 1 ; { Compliance Method: Product Approval Rule 61G20-3.005(1)(d)—Pr I duct Evaa luation Report by a Licensed ' Professional Engineer Prepared By: Robert J.Amoruso,P.E. Florida P.E. No.49752 I id PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775 Florida C of A No. 25935 i � { 1 CERTIFICATE OF INDEPENDENCE 4, PTC Product Design Group, LLC and Robert J.Amoruso, i i q,E�#!IJ#ApQ� P.E. do not have, nor will acquire,any financial interest in the company manufacturing or distributing 4 product(s)covered by this Product Evaluation Report. 4 >.a�"�, '$ S PTC Product Design Group, LLC and Robert J.Amoruso, Tia I < o P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or .e !TT f 1{ f"* �4 testing of the product(s) covered by this Product Evaluation Report. ±a° ; �` F ` �` NON Ce "�`� y �'t ��n eiO�n 4.t 4� ii PTC Product Design Group,LLC Project No.413-1003 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report i FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2263 ! ; Page 1 of 4 FBPE Certification of Authorization No.25935 i i , i U | � \ ^ | . ' | | | / specificArmpr ff ALW SCOPE Evaluate Jeld-Wen Clipped Aluminum Tube Mullion—LMI/SMI—HVHZ for conform�'ce to the Current Edition of if rl the Florida Building Code—Building and Residential Volumes including the High Velo�ity Hurricane Zone (HVHZ). The engineering analysis (Reference 3) determines the anchorage of the pro'dLct to't,he supporting substrate and mullion to span design pressures for various window combination assemblies. The product evaluation report (this d es Current Edition FBC and Current Edition F� code, tompliance verification and appropriate Limitations and Conditions of Use. DESCRIPTION OF PRODUCT- INSTALLATION RE 'UIREMENTS See Reference 1.a for a description of the product, its installation and other p6rtine�nt data related to its approved use. CODE CONFORMANCE This product is designed to comply with the Current Edition of the Florida Building Code (F,BC) and Current Edition of the Florida Residential Code (FRC) requirements including the High Velocity Hurricane Zone (HVHZ). The idektial Code (FRC) / requirements that have been met by testing and/or engineering evaluation (irational'analysis)are the following. ! . See Equivalency Evaluation tothe Current Edition F8[(Reference 1.b)for |uotioh|oftesting standards compliant with the Current Edition F8[and Current Edition FRC. | � ' • ! 1 ' ' Current Edition Florida Building Code (FBC), Building Volume ' • Protection of Openings • High Velocity Hurricane Zones-Impact Tests for Wind-Borne Debris o Mullions occurring between individual window and glass door assemblies' • Anchorage methods • Current Edition Florida Building Code(FBC), Residential volume • Protection of Openings • High Velocity Hurricane Zones-Impact Tests for Wind-Borne Debris o Mullions o Anchorage methods LIMITATIONS AND CONDITION:) U1 t- USE This product evaluation contains nrmakes reference details and/or methods that pertain to the proper use and/or installation of the pr6,ductspecmo ene,e///.Spec/`'c ` | . �CPmdw�De�QnGmup �C Robert J.4mnmmo,P.E. P.O.Box 52O775—Longwood, Hohda372S2 Product Evaluation ��nRep � � | FLNo4g7S2 Phone:321-690-1788 Fan:321-e90'1788 No.2263 . � Page 2o74 FoPECertification ofAuthorization No.25s35 / _ . ` I limitations and conditions of its may include but are not limited to the following coritained in Reference 1.a and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 61G20-3. I ' • Design Pressure Rating(psf) • Installaltion restrictions. • Installation substrate requirements. • Product description. • Installation anchor requirements. • Product comp'onents'. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by an approved Certification and Quality Assurance Entity Window and Door Manufacturers Association (WDMA), as required in Rule 61G20- 3.005(3).See FBC Organization No. CER1508 and QUA2515 for approval under Rule61G20-3. APPLICATIONS/INSTALLATIONS OUTSIDE THE�'LIMITATIONS AND CONDITIONS OF USE I Rule 61G20-3.005(1)(e) states "Rational engineering analysis cannot be used in lieb'of a standard test required by the Code for approval of products within the scope of the standard, except that 'project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code." Any modification to this product as evaluated in this report and approved pproved b'y the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others.`As allowed in Rule 61G20- 3.005(1)(e), a project specific approval by the local authorities having jurisdiction may be used given an appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction. I I , PERFORMANCE AND TESTING STANDARDS I Reference 2 conducted testing to the following standard. See Equivalency Evaluation;to the Current Edition FBC (Reference 1.b)for evaluation of testing standards compliance with the Current Edition FBC and Current Edition FRC. 1. TAS201-94, Impact Test Procedures. I 2. TAS202-94, Criteria for Testing Impact& Non-Impact Resistant Building Envelope'Components Using Uniform Static Air Pressure. 3. TAS203-94, Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. I � o REFERENCES & SUPPORTING DOCUMENTS I 1. Drawing a. JELD0108, Rev.0, dated 11/20/13,signed and sealed by Robi rt J.A.moruso, P.E.Jeld-Wen Clipped Aluminum Tube Mullion, Large and Small Missile Im act Resistant;HVHZ, Mullion Span vs. Load Width Tables-Installation Anchorage Details i PTC Product Design Group,LLC Project No.413-1003 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2263 Page 3 of 4 FBPE Certification of Authorization No.25935 1 I I i I Contract®r COPY. ANROF. amw i' 2. Test Reports by National Certified Testing Laboratory, Inc. in Orlando, FL a. No. NCTL-210-3383-2, dated 10/22/07, TAS 201,202 and 203 testing1 for Jeld-Wen LMI Mullion b. No. NCTL-210-3383-2A, dated 6/28/10, TAS 201, 202 and 2;i 3 testing for Jeld-Wen LMI Mullion i 3. PTC Product Design Group, LLC - a. Engineering Analysis i. Report No. 2264, Load Width vs. Mull Span and Installation.Anchorage Analysis ii. Report No.438,Vertical 1x3 Mullion and Goal Post(Clip StrueturaliAnalysis iii. Report No.439,Vertical 1x3 Mullion and T-Clip Structural Analysis iv. Report No.440,Vertical 1x4 Mullion and Goal Post Clip StructurallAnalysis v. Report No.441, Vertical 1x4 Mullion and T-Clip Structural Analysis II �� vi. Report No. 639,Vertical 1x4 Mullion and T-Clip Structural Analysis'J vii. Report No. 640,Vertical 1x4 Mullion and Goal Post ,Clip StructuralaAnalysis viii. Report No. 643, Horizontal 1x4 Mullion and T-Clip Structural!Analysis ix. Report No. 644, Horizontal 1x4 Mullion and Goal Post Clip Structural Analysis b. Engineering Evaluation i. PTC Report No. 2263-EER, Rev. 0, dated 11/20/13, Equivalency Evaluation for Jeld-Wen Clipped Aluminum Tube Mullion, Large and Small Missile Impact Resistant-HVHZ, Mullion Span vs. Load Width Tables-Installation Ani horageDetails, signed and sealed by Robert J. Amoruso, P.E. 4. Florida Building Code a. Current Edition Florida Building Code (FBC), Building Volume L Protection of Openings i ii. High Velocity Hurricane Zones- Impact Tests for Will d-Borne Debris iii. Mullions occurring between individual window and glass door assemblies iv. Anchorage methods b. Current Edition Florida Building Code (FBC), Residential volume i. Protection of Openings j ! I ii. High Velocity Hurricane Zones-Impact Tests for Wind-Borne Debris iii. Mullions ; iv. Anchorage methods 5. AAMA 103, Procedural Guide—AAMA Certification Program a. AAMA 103.3-93 b. AAMA 103-04 c. AAMA 103-07 6. AAMA 203, Procedural Guide—WINS i a. AAMA 203-98 b. AAMA 203-03 y ; � 1 PTC Product Design Group,LLC Project No..413-1003 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood, Florida 37252 Product Evaluation Report ;I j i FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2263 I i ! Page 4 of 4 FBPE Certification of Authorization No.25935 i I1 , , I i I Florida Building Code Online t # � �}p �� ` ti... ski rn �v� n _+.�f t��re�`�^.-" r�r ro x y i rE� %�"�s d"�*.0 ^'ro'q§ ¢,b�`a� �a� AP ��y,s.' �,�g� `'��. I TMti"fi•-^ .�.�.-._�' z^�,s� f• ��1 a ♦ © v fit "Fm � '' _i '"'; ?3 $'t~ 3 e� rr daa a - ro 3a FIcricra Departrno BCIS Home ( Login User Registration Hot Topics s Submit Surcharge f Stats&Facts i Publications FBC'IStaff ,• BCIS Site Map' Links •Search'. l i. Mines6�r�yai ) I ofess: : Product Approval Pr USER:Public User Regulation Product Aooroval Menu>Product or Anolication Search>Aoolication List>Application Detail FL# FL15726-R2 a Application Type Revision Code Version 2014 I Application Status Approved I Comments Archived © i' Product Manufacturer T M Windows LLC I Address/Phone/Email 601 nw 12 ave ]� P pompano beach, FL 33069 : ` (954) 781-4430 I ' smetzger@tmwindow.com T. Authorized Signature Javad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email x � Quality Assurance Representative Address/Phone/Email 5, N Category Exterior Doors � Subcategory Sliding Exterior Door Assemblies; c, Compliance Method Evaluation Report from a Florida:Registered Architect or a Licensed Florida Professional Engineeri� ❑ Evaluation Report' Hardcopy Received -W R"IP� �f '0Florida Engineer or Architect Name who developed the Javad Ahmad ! " Evaluation Report ti, Florida License PE-70592 � w Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL15726 R2 COI 0 SGCi I 014.pdf Referenced Standard and Year(of Standard) Standard Year h TAS 201 ' 1994 ` TAS 202 1994 TAS 203 ! 1994 5 51 i I s " Equivalence of Product Standards 5 Certified By http:/hv%Jw.floridabLiilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgt3elSAInEOW9xvDFkkUlxlSlxzekh%2tZY%2b4wWOtrxLWsQ%3d%3d[8i111/2015 10:58:44 AM] e ' I Florida Building Code Online' I t A r Sections from the Code r r / Product Approval Method Method 1 Option D i f j Date Submitted 02/25/2015 Date Validated 02/26/2015 ; ' Date Pending FBC Approval 03/02/2015 Date Approved 04/15/2015 I 3 _ I I (� - Summarytof PraC . FL# Model,Number or Name Descriptioin 15726.1 Series-390 Aluminum Sliding Glass Large Missile Impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions ;F Approved for use in HVHZ:Yes F i 57 6 R� II 0 AI um D (tel W12-31.12d Approved for use outside HVHZ:Yes Verified Byl! ]avad Ahmad PE #70592 Impact Resistant:Yes Created bylIndeperident Third Party: Yes r Design Pressure: +80/-95 EvaluatiolrijReports: Other: See drawing W12-31 for span vs. load and anchor FL15726 R2 AE SS, 390 Alum SGD (LMI)-PAE 2014.pd type combinations and installation details. Created by�Independent Third Party: Yes �, y '` »` , s kr t I Contact Us::1940 North Monro Street.Tallaha« F 3 •7 # - Phone:.850-487-1824 �s The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,;please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click hem— Product ere.Product Approval Accepts: t � s sccuritymi nuts I i ! ' I ,I I � I I ' I , I , I i , I i I 1 t I , I I I http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3elSAInEOW9xvDFkkUlxlSlxzekh%2fZY%264wWOtrxLWsQ%3d%3d[8/I 1/2015 10:58:44 AM] II ' I i ji i � + f I , I I AL-FAROOQ CORP01RATION CONSULTING ENGINEERS & PRO . UCVQEVELOPMENT I 41 � I February 25, 2015 f' Product Approval Administrator Building Codes &Standards Section Department of Business & Professional Regulations I 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 I Ref: T.M. Windows LLC. i Series-390 Aluminum Sliding Glass Door(LMI) Certificate of Independence Dear Sirs, ; As the design engineer retained by T.M. Windows, LLC. on the productlreferenced above, I do hereby declare that I do not have and will not have any financial interest'in any company manufacturing or distributing the above referenced product, nor do I have.or will have any I' I financial interest with any other entity involved in the approval process of the product. 1 i ' I I , I � I Sincerely, I i II I it JavadjAhmad, P.E. Chief Engineer i . I I � I 1 1235 SW 87th Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 j wl w.afceng.com alfar000@afcens.com i I I ' I CHORS(HEAD OR 6 �ENDSHEET 3L PAC ry Z m 3 HEAD 0 i ... ( HEAD ANCHORS Q g N a a TYP. 0 W 220 3/8' IL C DOOR WIDTH m m 0 U `� 6 MAX. Iz r HEAD SILL A m 0 0 a 0 M CORNERS --�.\ ID U `D O o Q Q o �N�0 O Q IM W 3 LL N I� II IL i Z n n Jim¢ J Qo Fx G3 m ELI s I I I I < o m m T'D .' c=cqr===IF=== M.G'.. I � M II II � V B o 3x ON T.!vQ J� " ��m m Z � 48 1/8' 48 1/8' I 1 Z a EAISE PTIUOt�1& D.L.OPG. D.L. OPG. SINGLE ROW DOUBLE ROW � I`_:Co d 56 1/8' JAMB ANCHORS JAMB ANCHORS PANEL WIDTH 24'MAX. 0 PANEL WIDTH SILL • (.... (.. SILL ANCHORS e THESE=DOORS-ARE=RATED=FOR-LARGE-&-SMALL= toMISSILE-IMPACT.- - ----—-- - ----- --- -- ---------- - - _ SHUTTERS ARE NOT REQUIRED. TYPICAL ELEVATION 2 TRACK FRAMES SILL ANCHORS b SERIES-390 ALUMINUM SLIDING GLASS DOOR CLUSTER OF 4 . - --- - - ,AT.STILE-ENDS -- DESIGN--LOAD-RATING-FOR-DOORS-TO-BE-AS-PER-CHART - -SHOWN ON SHEET 3 dE 3.1. c �' m o q THIS PRODUCT HAS-BEEN_DESIGNED_AND TESTED TO COMPLY WITH THE_ __ _ _ _ _ _ __ m^ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY A-'THIS PRODUCT'EVQUATION'DOCUMENT-(P.E.D.)-PREPARED-BY THIS ENGI EER --- -- -- -- -- ---- - •> ---- — IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC m <m HURRICANE ZONE (HVHZ). PROJECT..I...WHERE THE SITE CONORIONS DEVIATE FROM THE P.E.D. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER B-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND LOADS TO THE STRUCTURE. PROVIDEDTI N OF THIS PRODUCT THIS HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ON THIS DOCUMENT. ` �:''VOBNBg•••, '% u EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. c-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF o ALTERED BY ANY MEANS. •• ND.7�•j ' u n �• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED NOT PART OF THIS APPROVAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.ERR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROP •• Z` m a` A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED drawing no. ENGINEER TO THE P.E.D ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE 0 9 CO ER INTO INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT �i'2 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SPECIFIC DRAWINGS FOR REVIEW. � q n••,F1pq�D�;.•'U.•\�� REQUIREMENTS OF THE FLORIDA BLDG. CODE. E-THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF �� —�� THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. sheet 1 of 13 , l 109• i 1 i DOOR HEIGHT 107 9/16• PANEL HEIGHT 99 9/16• I' D.L. OPG. G7 I I iI N + ' I = yyZ O S r- 4" m 1 ' I o 1 I on I: m o u n r M i my n=,u�oo M In. 2 � ;O iii+g �(JN oiN 1 "EF J11 " oF�m i I : ' I 1 ZEA '-ad oil •.�9L ' o = :•......_.. N, E 14MAX. 6"MAX. = ai _D�Q L•,�= I CORNERS mg ., om o E ,4•MAX. 6=. i FLI #15726 CORNERS m C revisions: I I I m a date: 06-15-12 SERIES-390 ALUM. SLIDING GLASS DOOR (LM.I.) AL-FAROOQ CORPORATION; a rt C O n0 a e eSGn Ion f kale:3 A 09.06.12 1 GENEM REV510N ENGINEERS&PRODUCT DEVELOPMENT T.M. WINDOWS LLC. N N I 1235 S.W.87 AVE Ar �, HAMIU I 601 N.W. )2TH AVE. MIAMI,FLORIDA 33174 ° W POMPANO BEACH, FL. 33069 TEL.(305)264-810o FAX.(305)262-6978' 4i P ehk 6y. TEL(954)781-44,30 FAX.(954)781-5078 COMP-ANL W12-31TMW I � I 1 DESIGN LOAD CAPACITY - PSF U 3 LIGHT REINF. GIASS'GES'&'G6A' VERhGE CLUSTER OF 4 ANCHORS Z 3/16'HEAT STREN'D GLASS PAN DOORAT STILE ENDS 0 f INCHES INCHES T.(+) INT.(-) N w C HEIGHT z .090' Q N a SafleFlex ICCieaerf oyer EXr And Color Gloss 36 70.0 70.0 0 m By 'Eastman Chemical Go.' 42 70.0 70.0 6 W M v OR d .090'Interloyer 48 80 70.0 70.0 DuPont Butacite PVB 54 70.0 70.0 D'O By'E.I. DuPont De Nemours& Co., Inc.' 60 70.0 70.0 0 O - - V Z) ei 3/16'HEAT STREWD GLASS 38 70.0 70.0 0'0 w M o z_ m 42 70.0 70.0 0 0. N 48 84 70.0 70.0 0 °�W M `t 9 32 GE RGS 7700 In 54 70.0 70.0SILICONE - Q W 3 LL ! i� 36 70.0 70.0 LL Z In E ooi 42 90 70.0 70.0 J 0 r+Q -I 48 70.0 70.0 Qw�� k w 38 70.0 70.0 O � 42 98 70.0 70.0 48 70.0 70.0 w � I O � GLASS TYPE '136' Ca o � 7/16'OVERALL LAMINATED GLASS Iq 91 o J>_ z J 0 1/4'TEMP.GLASS LIGHTREA', _ O N Q 3/8'AIR SPACE AVERAGE PANEL WIDTH DOOR WIDTH DO Z NUMBER OF PANELS A 3 O0 3 3/16'HEAT SIREWD GLASS I Z d 090' Interlayer o Saflex Clear And Calor Glass ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE ~ a By'Eastman Chemical Co.' FOR DOORS WITH 3-1/2'SILL HEIGHTS. OR 090' Interlayer FOR 2-3/4'SILL HEIGHT UMrr EXr.(+) LOADS TO 60.0 PSF DuPont Butacite PVB FOR 1-3/4' SILL HEIGHT LIMIT EXi.(+) LOADS TO 34.7 PSF By 'E.I. DuPont De Nemours& Co., Inc.' SEE SHEET 4 FOR DETAILS to --- - 3/- HEAT-STREN'D=GLASS - ----- - Z �'u----- a ----- � m � ;o SILICONE `1 a --_---.----- \ 2 GE RGS 7700 *z 2,3 -- I G a o -- - - -- m --- .. --- --- - --- - -- ----- - ----------- - - H --- ---- --- 0 E c , N ````t111111111/q�,�cAgA�A�7,i O GLASS TYPE 'G6A' 1-1/16'OVERALL INSUL. LAM. GLASS NOTE: GLASS CAPACITIES ON THIS SHEET ARE ��Q'•, Am. �F U� drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) •.'ZORICft• � AND FLORIDA BUILDING COMMISSION �i sS �G� W 2-3 DECLARATORY STATEMENT DCA05-DEC-219 AAA %% �S sheet3,�of�3 3/16'HEAT STREN'D GLASS 1/4'HEAT STREN'D GLASS DESIGN LOAD CAPACITY - PSF �U .090"Interlayer 090" Interlayer LIGHT REINF. HEAVY REINF. _ Saflex Clear And Color Glass Saflex Clear And Color Glassn CL4S9'Gl','G2'k'G4'CLASS'GC,'C2'8:'G4' CLASS'113'8:'G5' By 'Eastman Chemical Co.' By'Eastman Chemical Co.' r CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS Z n 3 3/16"HEAT STREN'D CLASS m 1/4"HEAT STREN'D CLASS PANDEL WITH DOOR HEldif AT SOLE ENDS AT SOLE ENDS AT SOLE ENDS AT STILE ENDS O_ N SILICONE SSnn INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) -(+) INT.(-) h N I SILICON3p (I GE FIGS 7700 is GE RGSE 7700 36 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 O 0 m v 9 I it m 9 ! ! 60.0 60.0 80.0 95.0 80.0 95.0 48 O 60.0 60.0 60 54 .0 60.0 80.0 95.0 80.0 95.0 0.w 80 60.0 60.0 80.0 95.0 80.0 95.0 O V n u 35 35 60 60.0 60.0- 60.0 60.0 80.0 90.6 80.0 -95.0 0 66 60.0 60.0 60.0 60.0 80.0 87.6 80.0 95.0 a C i M °o \®` w m 36 60.0 60.0 60.0 60.0 80.0 95.0 50.0 1 95.0 Q a<p o�p w 42 60.0 60.0 60.0 60.0 80,0 95.0 80.0 95.0 M w ro 48 84 60.0 60.0 60.0 60.0 80.0 94.4 80.0 9Ir 5.0 Q Ir 3 LL N GLASS TYPE 'Gl' GLASS TYPE 'G2' 54 60.0 60.0 60.0 60.0 80.0 88.3 80.0 s5.o LL z 0 7/16'OVERALL LAMINATED GLASS 9/16"OVERALL LAMINATED GLASS 60 60.0 60.0 60.0 60.0 80.0 83.9 80.0 95.0 J 0 cMV Q j ir�sq 36 60.0 60.0 60.0 60.0 80.0 95.0 80.0 95.0 Q w~ • 42 90 60.0 60.0 60.0 60.0 80.0 93.8 80.0 95.0 C 1/4' HEAT STREN'D GLASS 48 60.0 60.0 1 60.0 60.0 80.0 85.8 1 80.0 95.0 m jlly�E er 54 60.0 60.0 60.0 60.0 79.9 79.9 80.0 95.0 $ ntlas 36 60.0 60.0 .60.0 60.0 80.0 94.4 80.0 95.0 nt De Nemours& Co., Inc.' o m 42 60.0 60.0 60.0 60.0 80.0 84.1 80.0 95.0 a T STREN'D GLASS gg (0 _co 48 60.0 60.0 60.0 60.0 76.5 76.5 80.0 95.0 p SILICONE 54 60.0 80.0 60.0 60.0 70.9 70.9 80.0 95.0 M f• GE RGS 7700 36 60.0 60.0 60.0 60.0 60.0 60.0 42 102 - - 60.0 60.0 60.0 60.0 80.0 60.0 0 >48 - - 60.0 60.0 60.0 60.0 60.0 60.0 (!) G2z 0 36 - - 60.0 60.0 60.0 60.0 60.0 60.0 1.-6 a: 42 108 - - 60.0 60.0 60.0 60.0 60.0 60.0 Z r-m 4B - - 60.0 60.0 60.0 60.0 60.0 60.0 0 M 33 N 'ur CLUSTER OF B APPLICABLE mi O O AT HEAD ONLY N GLASS TYPE 'G3' CLUSTER OF 4 TYPICAL AT SILL 9/16'OVERALL LAMINATED GLASS -�F-=E 1/4'TEMP.GLASS 1/4"TEMP. GLASS TIGHT REINR. HEAVY REDJF. 3/8"--AIR-SPACE - ______ __ --3/8t-AR-SPACE to DOOR-WIDTH 0' AVERAGE PANEL WIDTH m NUMBER OF PANELS 3/16"HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS � n j .090"Interlayer .090'Interlayer ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE v _ ----- - ----- - - SaFlez-Clear_Md-Color Glass--------_- --_ ( ) _-- ------ - � _DuBont-SentryGlas.--.----- _ -`-- - - --FOR-DOORS WITH°3=1%2"--SILLHOGHTS�----"--'- -- ------ - _ By--'EdstmamChemical_Cq,'-_____-_ ._.a_._ _ __ gy-_'E.L-DuPont-De-Nemours-k Co.,Jnc.'_. _ a - EOR 2-3/4'-SILL HEIGHT OMfT-EXi.(+)"LOADS-TO'-fi0.0-PSF - _----- --"- - --- - - W - --" - -- - -- '4"-`---- 3/16'HEAT STREWD GLASS 3/16'HEAT STREWD GLASS FOR 1-3/4'SILL HEIGHT OMR EXT.(+) LOADS TO 34.7 PSF y m z _ SEE SHEET 4 FOR DETAILS 0 SILICONE SILICONE - --- - -- -- - - - --- '-` - ---- - �- - -- - d o 2 GE FIGS 7700 m - 2 GE RGS 7700 c i i 4 ```PJ�1 I�f�'''' �o �.''VGENaLc'••.• '� 35 35 I a ` � n p gp p 9A nI0.70582 .. n �• m ran - {7 a _•. tt- v E t NOTE: GLASS CAPACITIES ON THIS SHEET ARE �0 SID. r W� drawlono GLASS TYPE 'G4' GLASS TYPE 'G5' BASED ON ASTM E1300-09 (3 SEC. GUSTS) ., 5•.!2°IrV!. d��`` W1 ng no 1-1/16"OVERALL INSUL LAM. GLASS 1-1/16'OVERALL INSUL LAM. GLASS DECLARATORYSTATEMENTSTATEMENT DCA05I DEC-219 'A7�I�®�A�t� ``` sheet 3 of)3 4+n 00 XX oX0 X XOX b X X O N 4 s 4«A _ ' X X X X X ! b X X 4 ' O�IX X II ' N ! XO b«a I I o I b I t i III i , 1 I I C I I � I I f I I i i ` I I I I Eil I G � 1 i I j ' I I i ' I XX boa. XOX I I X X 4'� O X X b 4s -3 XO b� _ I I i II En v3 i r � vdtm I i m i I W I I , I I,�I I Com] I I + I 9WII fill, I I sit, it%%%�`�� FL"; X15726 o ease- os-15-12 revisions: I I SERIES-390 ALUM. SUDING GLASS DOOR(LM.1 AL-FAROOQ CORPORATION; a �� no 0 e eSOTi 10ti ENGINEERS&PRODUCT DEVELOPMENT T E eagle:3�8•ei'_O• A 00.06.12 GENMVL REM N T.M. WINDOWS LLC. 1235 S.W.s7 AVE II 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 C er,by. NNAD POMPANO BEACH, FL. 33069 TEL.,3051264s100 FAX.(305)262-6978 W W O chk b,. I I TEL. (954)781-4430 FAX. (954)781-5078 COMP—ANL W12-31TMW II I , I I I I POCKET I ____ POCKET i I I I I r__POCKET—1 I i I I I I I I I t m I I X X'u -u I POCKET V X x b m X I 1 I. x 'O X I POCKET j X t.w• zo rn N II I X 'u X 1 Xt.+„ I L—fO—CKET_jl x X b+m X XX' b x ♦`w• XX 'uL_ ; I I I X I I � 1 X I I� POCKEf_� b+ N b �^ O,� II yy b j,i Til o ; I I I ; POCKET Ii a Y fl � ; i rn , I 1' I j I POCKET I j POCKET j -3 I 7C i x t X'u b a X X 4.� I X X I X I i. .l t E s z 4 m ' j I P I I 1 4 I I ' POCKET I I I I 1 J w rn .� F,1{ #15726 i m revisions: I C ( ) AL-FAROOQ CORPORATION a a dote: p6-15-12 SERIES-390 ALUM. SLIDING GLASS DOOR LM.I. CBCn Ion E emote:3 8'=1'-0' A oe.oe.ts ! pOVEPPI ftEV6IDN ENGINEERS&PRODUCT DEVELOPMENT II T.M. WINDOWS LLC. 1235 S.W.87 AVE I dr.by HPMID II 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 Crl 'o POMPANO BEACH, FL. 33069 TEL.(305)264-8100FAX.(3p5)2621i978 TEL(954)781-4430 FAX, (954)781-5078 COA1P—ANL W12-31TMW i t I I' I i TYPICAL ANCHORS r 4 IN PAIRS 4 V SEE El FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS w IN PAIRS IN PAIRS 1 18Y - SEE ELEV. FOR SPACING v 2 SEE E FOR SPACING SEE ELEV. FOR SPACING' N EDGE 2 1/2" WOOD BUCK m fi METAL Z 9. 'STAGGERER STRUCTURES z N H w I g Qa " a aW x 39 ¢ to 1 33 m �r OwM o N f Q 'm" °i ANCHOR ACCESS HOLES O dJ m p TO BE COVERED WITH PLASTIC CAP Q W 3 o N 17 I Z N_ F.B.C.APPR'D MULLION 3 SEm Q SEE PARATE APPROVAL Q w 1 i II I I I 0 WOOD BUCKS AND METAL STRUCTURE NOT BY T.M. WDW. I mg MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ^o ii i it 1' AND TRANSFER THEM TO THE BUILDING STRUCTURE. v II II II III C li 11 coo M t I I I I TYPICAL ANCHORS: SEE ELEV. FOR SPACING � 0 m � M•• it it it it 1/4' DLe_ ULTRACON BY 'EL CO' (Pom177 KSI,Fy=155 KSI) J 0INJU ZUY WOOD BUCKS OR WOOD STRUCTURES 2 0 >L, yl �b 1-1/2" MIN. PENETRATION INTO WOOD t=i, N=U _ = O H THRU 1 BY BUCKS INTO CONC. OR MASONRY � O c~i 1� o d J 1-3/8" MIN. EMBED INTO CONC. OR MASONRY Z m n o ai I 3 a O I DIRECTLY INTO CONC. OR MASONRY n 3 N 1-3/8" MIN. EMBED INTO CONC. OR MASONRY N p, � it i II II w �?� I CL 1/4' DIA. SELF DRILLING SCREWS (GRADE 5 CRS) ~O W j ii I INTO METAL STRUCTURES 0 !i STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I li li II — -I J14-SMS-OR-SELF-DRICliNG'SCREWS-(GRADE 2 CRS) C�2' -o -' - p INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) H b TYPICAL FDGF-DISTPNCF_L7 7-- _a INTO CONCRETE AND MASONRY = 2-1 2" MIN. — - STANDARD INTO WOOD STRUCTURE = 1" MIN-. _ d - - - -- - - - - INTO_METAL-STRUCTURE.-= 3/4„ MIN. - - - y o? ..... m O - I lion ........ .... ..... ``11111111IrrO WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc 3000 PSI MIN. If C-BO HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. ♦♦`P♦f ....... r��i� d• • • IGH STRENGTH GROUT ♦♦ �. IICPJJBE'•. ��, e a CE bI5T. •'' I• a+ c=5000 PSI MIN. 1 n GT BY T.M.WOW. WEEPHOLES: r1o.70602 - a $ UST TRANSFER SHEAR GADS TO STRUCTURE HIMS OPTIONAL W1 = (6) 1" WEEP NOTCH AT EACH END OF SILL �•fl•, • 0 W2 = (6) 1" WEEP NOTCH AT EACH END OF SILL '., STI.r drawing no. TYPICAL ANCHORS I,�S•' OR1CR• ��: W1 2-31 SEE El FOR SP G �� TWO (2) TRACK DOOR DETAILS �iS��NAII ��` sheet 6 of 13 .I 1/4' DOOR HEIGHT MAX. I I PANEL HEIGHT I; I O.L. OPG. gR� EXTERIOR J: ------ ------------ -------- 11 El i OS NN m 1 mo O-i KN I H :Co. I CC�S�nn A mS Z$ I.I o�c i _ e gyp• � I ' b El f 1 3/4' I I o+ I N C , I 23/4" o f O} N� I rg 1 I3 1/2' 311/2' I f f o ` I d I U.� vri , �d '31� I I I FLI #15726 a ante: ac 15_1s revisions: I SERIES-390 ALUM. SLIDING GLASS DOOR (LM.L) AL-FAROOQ CORPORATION a T o no a e escn ,on i 00010:3/g•a ,• 00.06.72 c GENERA REMIONT.M. WINDOWS LLC. ENGINEERS&PRODUCT DEVELOPMENT V N i �� 1235 S.W.87 AVE 4 I dr by HPMIO i 1 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 C COMP—ANL W12-31TMW G'1 POMPANO BEACH, FL. 33069 TEL.(305)2645100 FAX.(305)262-6'976 L, P c11k hy. i TEL (954)781-4430 FAX. (954)781-5078 , l i I TYPICAL ANCHORS 4ft� IN SINGLE OR DOUBLE ROWS 'SEE ELEV. FOR SPACING p w � SHIMS © O D.L.O. O O F N I 5 LIGHT REINF. 5 J6 5 24 HEAVY REINF. 6 O: (L o 0 N 0 e d > m v w _____ ............ _ _ _ _ _ 38 p v . _.__. .. ............ n to t t _.....—......._..... :::::::::•.: V o M 0 w M o pnaa � o �^a- � _ _ _ �30- 33 N Q W LL N 1- j�(m(yy a IyJuI y B Q W e1 f 1- O 5 T O u '< 7 W L.O. EXTERIOR 3A 1 PANEL WIDTH gn rn f0 N DOOR WIDTH M ca 1BY a Jw� WOOD BUCKS TYPICAL ANCHORS N N G==Q o IN SINGLE OR DOUBLE ROWS = O N W SEE ELEV.FOR SPACING Z-m n 1/4'MAX. 10 tt 1/4'MAX. O 1/4"MAX. n 3 3 Z0Z SHIMS SHIMS SHIMS 1 Z a o+ v � Fra 7. METAL STRUCTURE to --___ __ _ -____ .___—_ _ _33__ g__________-.--._- _____ m �__ _ -__ _._ ____—__—__--____ - •. ____.___�.. __ ___-_ _-___ U _ _ O _-_ 33 N c m DOOR WIDTH 0 0 0 TYPICAL ANCHORS TYPICAL ANCHORS -- - -- _ ------ -- - --- -- •m i - - IN SINGLE OR DOUBLE ROWS IN SINGLE OR DOUBLE ROWS 0 SEE ELEV. FOR SPACING SFE ELEV. FOR SPACING , o 0 10. Sb•r.iF y` dfOW1O ' Ato.... Gam;: W12-31 // TWO (2) TRACK DOOR DETAILS // NAL\� `� sheet a of 13 [,I f I DOOR HEIGHT 1/4' MAX. I PANEL HEIGHT W I I D.C.OPG. O .•P, 1 EXTERIOR w{ • a' ----------------- SCREENS OPTIONAL----- ---- P. EI >'g 8 + ! g ijm N ! p oUcNloc�i�� I i � c n N M � 2 p 3 z j I 1/4' AX. SHIMS No m" Fog `f I i 4 I ' I 6 . I � a it x x I 00 0 `� I FLl#15726 a date: 08_15-12 revisions: SERIES-390 ALUM.SUOING GLASS DOOR(I-Ml AL-FAROOQ CORPORATION a m p no-d—ape- escnp Ion ENGINEERS&PRODUCT DEVELOPMENT addle:3/8'n r• 00.08.12 GENERr1 RLMION T.M. WINDOWS LLC. 1235 S.W.87 AVE t0 # 601 N.W. 12TH AVE. MIAMI,FLORIDA 33174 er.br• Nnn IO POMPANO BEACH, FL. 33069 TEL 1306>264-8100 FAk 1305)2s2-697s (A O aryl,py; TEL.(954)781-4430 FAX. (954)781-5078 COMP-ANL W12-31TMW I I i • I;i I ( POCKET I 1` I MAX. MS )I O i lI gig 6 p 5•I m p� O m O IT iil O � I M JI �I I m II I H y nF� N tl 00 oo I N N Otv F� m V-12 Crq =�•�� GL� i �;i� a:. a ,[BGE DIST.• �r•7�1 ` � I fl I iI II DAS I r a date: 06-15-12 revisions: ,t'I i SERIES-390 ALUM. SUDING GLASS DOOR (LM.I.) AL-FAROOQ CORPORATION N rt o n0 c e escrl ion _ f scala:3 B' 1• A 08.06.12 (GENERAL RE ON ENGINEERS&PRODUCT DEVELOPMENT N ; / T.M. WINDOWS LLC. 1235S.W.87 AVE I dr.bY• FIAMID •' 601 N.W. '12TH AVE. MIAMI,FLORIDA 33174 L4 . POMPANO BEACH, FL. 33069 TEL.(305)264-8100 FAX.(305)262-6978 W P thk.by. i TEC.(954)781-4430 FAX. (954)781-5078 COMP-ANL�W72-31TMW 1 r'� ti ITEM PART(J QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U 1A TM-347 1 2 TRACK FRAME HEAD 6063-T6 - �4ft '1 1B TM-333 1 - 3 TRACK FRAME HEAD - -- 6063-T6 - 1C TM-336 1 4 TRACK FRAME HEAD 6063-T6 - Z m j 2A TM-331 12 TRACK FRAME SILL 6063-T6 - Z N 2B TM-334 1 3 TRACK FRAME SILL 6063-T6 2C TM-337 1 14 TRACK FRAME SILL 6063-T6 - 0 0 m y 3A TM-332 2 12 TRACK FRAME JAMB 6063-T6 - 4 w 3B TM-335 2 3 TRACK FRAME JAMB 6063-T6 - p1. 3C TM-338 2 4 TRACK FRAME JAMB 6063-T6 - 4 TM-321 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - V D M 4A TM-330 1/PANEL PANEL BOTTOM RAIL(HIGH PROFILE) 6063-T6 - a K j n1 0 da� N 5 TM-322 1 PANEL JAMB STILE 6063-T6 - QC n_ 6 TM-323 AS REQD. STD.INNER INTERLOCK 6063-T6 - N ro O N 7 TM-324 AS REQD. STD.OUTER INTERLOCK 6063-T6 - LL Z y LL c 8 TM-325 AS REQD. ASTRAGAL STILE 6063-T6 - N Jc7Ma 9 TM-327 4/PANEL GLAZING BEAD(LAM. GLASS) 6063-T6 - 9A TM-326 4/PANEL GLAZING BEAD(LAM. INSUL CLASS) 6063-T6 - 0 10 TM-348 1/FIX. PANEL FIX.PANEL CUP 6063-TG - m 11 TM-349 AS REQD. FIX. PANEL CUP COVER 6063-T6 - J c 12 TM-339 2 JAMB COVER 6063-T6 - cr 13 TM-347 AS REQD. JPOCKEr DOOR HOOK 6063-T6 - o 14 TM-341 AS REQD. 2•SILL.RISER 6063-T6 - ^ w 14A TM-342 AS REQD. 2-3/4•SILL RISER 6063-T6 - 14B TM-343 AS REQD. 3-1/2•SILL RISER 6063-T6 - r7 15A TM-350 AS REQD. 2-3/4•SILL RISER 6063-T6 - z J�J _ 15B TM-351 AS REQD. 3-1/2•SILL RISER 6063-T6 - 16 TM-340 AS REQD. SILL ANCHOR COVER 6063-T6 - =C¢) 'a 17 TM-354 AS REQD. SCREEN TOP&BOTTOM RAIL 6063-T6 - O N W ~ O7 18 TM-355 AS REQD. SCREEN STILE 6063-T6 - Z. n 19 TM-357 AS REQD. IOXXO SCREEN STILE 6063-T6 - 20 TM-356 AS REQD. OXO SCREEN ADAPTER 6063-T6 - to Z D... 21 TM-344 AS REQD. FRAME HEAD SCREEN ADAPTER(3 &4 TRACKS) 6063-T6 - w d 22 TM-345 AS REQD. FRAME SILL SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - O 23 TM-346 AS REQD. FRAME JAMB SCREEN ADAPTER(3&4 TRACKS) 6063-T6 - 24 TM-328 AS REQD. HOLLOW STIFFENER 6063-T6 - 25 TM-329 AS REQD. SOLID STIFFENER 6063-T6 - 26 - - - - -------=27---µI0-%-3/4—--AS-REQD.—-FRAME-ASSEMBLY-SCREWB------_------ST.-STEEL—-PH-P-SMS= 07 z ____C _ _o 28 #12 X 1' 2/CORNER PANEL ASSEMBLY SCREWS ST.STEEL FH SMS 17 29 #10 X 1• AS REQD. FIX. PANEL SCREWS.AT 6•FROM ENDS&24'O.C.MAX. ST.STEEL FPF SMS/TEKS ,y 30 - 2/PANEL ROLLER ASSEMBLY - HSTD k v IN -31 .- - _- MORTISE_HOOK-LOCK____ -..�__ __._ -_-_ —_-_ FASCO---- - -_ _ _ ____ _ _ _ _ _ _ - _ _ _ _— 32 E70818KN1020 4/LITE GLAZING CASKET(7/16'LAM. GLASS) VINYL -ULTRAFAB LTi 32A W32001 4/LITE GLAZING GASKET(9/16'LAM. GLASS) VINYL AMESBURY SEALANTS: d m 328._ _ _W32011 __ - _4/_LITE- - GLAZING GASKET.(INSUL-LAM.GLASS) - VINYL_-- AMESBURY BURY- - -- - _ _ ._ - -_ m - FRAME AND,PANEL-CORNERS AND INSTALLATION SCREWS- --- - _ •g 33 21315 AS REQD. FIN SEAL PILE W'STRIPPING - ULTRAFAB AT SILL AND JAMBS SEALED WITH JOINT SEALANT. 1 O.< 33A 33371 AS REQD. FIN SEAL PILE W'STRIPPING - ULTRAFAB tttt1111i11//// 34 - AS REQD. BULB W'STRIPPING VINYL - `��J.C1•/1� /�,� � - 35 - 2/LTTE SETTING BLOCK, 5/16•X 1/2•X 2-LANG EPDM LAMATEK `��Q`.•vQ� �.' �i� .o 35A - 2/LITE SETTING BLOCK, 1/8'X 1/2•X 2'LONG EPDM LAMATEK m n 36 - AS REQD. SELF ADHESIVE PILE PAD(1-3/4•X 3•X 3/4') WOOL ULTRAFAB. �•70592 37 - AS READ. SELF ADHESIVE PILE PAD(1'%2-7/18'X 1/2') WOOL ULTRAFAB 38 - ASREQD. SELF ADHESIVE PILE PAD(1-5/8'X 2-7/16'X,1/2•) WOOL ULTRAFAB • �� O ��1• SM•T�F drOwin no. 39 - AS REQD. SELF ADHESIVE PILE PAD(1/8'X 2-7/16•X 3/4' WOOL ULTRAFAB ••. �� 9 40 - - - - - '.,'�' RQR... G��` W12-31 '!psi lNALtk �� sheet 11 of 13 5.152{078 0 IIS 078 6.50 { 8.598 �{ 1.289 ��V I .078 I M i 1.2671.27 71.269 ❑ ❑ ❑ �71.269 ❑ ❑ .9�7 .336 1.28 •124 1.8238J1 .831 .831 .124 1.82.3a6 1.267 1.267 .124 1.823 0' m v O w to 2 TRACK FRAME HEAD 18 3 TRACK FRAME HEAD ID 4 TRACK FRAME HEAD 1.82.3 c 5.388 6.693 8.791 V p 5.548 6.419 1.823 8.517 O 1.823 .078 O w m o .080 .080 125 O a Q .768 .942 33�8f2 ,942 .33II8'2 '942 382 .078 0 N I T I .078 Z N m 5.142 J V' QW.i� F ® 2 TRACK FRAME SILL 2B 3 TRACK FRAME SILL 20 4 TRACK FRAME SILL m �{ 1.407 -2.000- 1 .000 3.062 ® 3B 3C J 1.264 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB m 1.573 1.490 249 co' 2.004 .078 078 .100�osa ,887 "��' 4-T 3.062 3.895 4.000 z lal w 2.069 � 4.000 125 2.397 0 1.761 .078 Ofi 575PANEL JAMB STILE 16 SILL ANCHOR COVER 1.677 1,327 1.687 .125F. ,094 O N,+� 310 1.885 .882 Z OZ 2.441 1.900 .312 -T i' 3 Z a.. 1.298 062 .552 .050 .078 m © PANEL TOP & BOTTOM RAIL ASTRAGAL ADAPTER f �1.726ER a 4.000 O GLAZING D BE 7 12 JAMB COVER 5024 HOLLOW STIFFENER 75o 25 SOLID STIFFENER POCKET DOOR HOOK (TRIMMED) .078 130 310 kO 4.812 1.490 .1.923._-__ .078 _I __ 1.298 .�6z I--- - ------- ---- -.078-- ---------- ------ -'--078 o- .078 2.752 � --`�_ - b 1.752 3.502 1 .094 2.428 � _-_ 3.062 _ - GLAZING-BEAD -- - -_ 77-- 893 .893 "BA..LAM.INSUL.GLASS.. - - - _.:.:- -.- _ _ __ - __ __ _ - .893:. -� 777 _ .._. - .___ -L-1 Ll 8.000 0 STD. INNER INTERLOCK _ _ 7.062f�1.714 15 -3.140 6i _ .._ _ ___ _ _ ___ _ ___ ___ __ _.. _ _ _. _.__ _ . .�-I --_ __ _ _-1-3/4" "-154--2-3/4"- .15B 3_ _ 13_- .._ _ POCKET -a 0 0 SILL RISER - SILL 1/2"SILL RISER DOOR HOOK- •982 4.000 1.071 t < .374 _ I.714- .094- 2.048 I 111111111/j O z.D46 .094- FIX. a9a 10 FIX. PANEL CUP .094 �` ,:•VOEMBtrc �� ° o i a 1.923 1.490 .094 F2. 72 x.70692 n a 3.422 •• I .367 1.625.893 .89J 1.407 k- 1893 �,�; 3.062 .050 843 .893 :p0••'. 8D•T ,f�� drawiono. �` 4A „ ,a IyA1.�C`��` w12-31 BOTTOM RAIL (HIGH PROFILE) 0 STD. OUTER INTERLOCK FIX. PANEL CUP COVER 1-3/4" SILL RISER 14A 2-3/4" SILL RISER 148 3-1/2" SILL RISER FL #15726 /j1, 111111111 sheet 112of 13 I I i I I i I I i i I 4 i I ' I . .I I I I I I 2: m r O O 1 � i O Z m I �• • ��7�• 133 �+ ra Ft #15726 GIN aata e�15 12 (revisions: I SERIES-390 ALUM. SLIDING GLASS DOOR LM.I. � � � no a e �escn on � ) AL-FAROOQ CORPORATION a ^' ecaie:3�8•a 1• o9A8.72 ; GENERIC REV6lOn T.M. WINDOWS LLC. ENGINEERS&PRODUCT DEVELOPMENT GI N 1235 S.W.87 AVE 601 N.W. 12TH AVE. MIAMI,FLORIDA 332. 0• I dr.bY• HAMID ��I (� POMPANO BEACH, FL. 33069 TEL(3os)z6a sioo FAX.(305)262-6978 C' W P ebk by. M-(954)781-4430 FAX. (954) 781-5078 COMP-ANL W12-31TMW � I I it f V I•i • I I AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRO DUCT;,DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 - METHOD 1 OPTION;D • FL 15726 Date: 2/23/2015 Detailed Product Description Manufacturer:T.M. WINDOWS, LLC. I Manufacturer Address: 601 N.W. 12T"AVENUE—POMPANO BEACH,FL!33069! Model Name:SERIES-390 ALUMINUM SLIDING GLASS DOOR Maximum Frame Width:66" I I , Maximum Frame Height: 108" Maximum Load:+80 PSF,-95 PSF (Large Missile Impact) Installation Drawings#W12-31 i I This product complies with the High Velocity Hurricane Zone (HVHZ)t;esting'requirements. I I. The above maximum parameters do not occur simultanleously. See charts on installation drawings for combinations of sp h vs. load. Comparative analysis used X Yes No�„ Mandatory Tests(Tested in accordance with AAMA 101/I,.S.2/NA0S-02/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT ;TEST REPORT# Test I• DATE i I' Sealed by ASTM E283 Air Infiltration Fenestration Testing 06/20/2012 FTL 16868 Marlin Brinson, P.E. Leakage Laboratory I I ASTM E331 Water Fenestration Testing 06/20/2012 FTL-6868 Marlin Brinson, P.E. OR ASTM 547 Penetration Laboratory, &TAS 202 ASTM E330 Uniform Static Fenestration Testing 06/20/2012 FTL 6868 Marlin Brinson, P.E. &TAS 202 Air Press. Laboratory 06/18/2012 FTL 16976 Marlin Brinson, P.E. & 01/26/2015 ATLSF-0219.01-14 Stephen Warter, P.E. American Test Lab of South Florida ASTM F842 Forced Entry Fenestration Testing 06/20/2012 ; FTL 6868 Marlin Brinson, P.E. Laboratory I,: I , I I ' 1235 SW 87'Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com', alfarooq@afceng.com I , Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT I TEST Test DATE REPORT# Sealed by FBC 1626.2 Large Missile Fenestration 06/20/2012 j FTL16868 Marlin Brinson, P.E. (TAS 201&203) Impact& Testing Laboratory 06/18/2012 FTC.L'6976 Marlin Brinson, P.E. Cyclic & 01/26/2015 ATLSF-0219.01-14 Stephen Warter, P.E. American Test Lab of South Florida f Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the ! above window/door product conforms to the requirements of the 2014'Florida Building Code. I Evaluation Report Engineer: I; I I'' Javad Ahmad PE#70592 AI-Farooq Corporation EB#3538 f SC\Y:\users\veronica\StatewidePA Evaluations\TMWindow\2014 FBC\390 SGD\390 SGD(LMI)-PAE 014.docI i, - I , I I l . I li i I ' I I , I I , I ,f f � II � i Illli i l I I , I, I � 1235 SW 87'Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 wWw.afce'na.com, aifaroog@afceng.com I; I 11 ,