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' Florida Building Code Online Page 1 of a � lN gg i ar i r is , >R � y No� . BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats &Facts Publicati b �vLIPd 0 Product Approval F USER: Public User > `r r_i:uc yr.�t�l�lii.ari , , arch >Auglication List > Application Detail rol FL # FL14911-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products C Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.cor Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Flor Florida Professional Engineer Evaluation Report - Hard( Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report https://floridabuilding.or,,/pr/l)r_app_dtl.aspx?param=wGEVXQwtDquZRj59%2tDix21 btdSCx... 4/18/2017 Florida Building Code Online Page 2 of 4 Florida License PE-43409 Quality Assurance Entity Window and Door Manufactui Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan 1. King, P.E. Validation Checklist - Har Certificate of Independence FLA-4911 P7 COI Certificate Referenced Standard and Year (of Standard) Standard AAMA/WD.MA/CSA/101/I.S.2 AAMA/WDMA/CSA/101/I.S.2 ASTM D1929 ASTM D2843 ASTM D635 - ASTM D638 ASTM E1886 ASTM E1996 ASTM G26 TAS 201, 202 and 203 Equivalence of Product Standards Certified By Florida Licensed Professional FI-14911 R7 Eguiv Ecluivalei Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/02/2015 Date Validated 04/13/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/23/2015 Summary of Products Go to Page # ' FL # Model, Number or Name Description 14911.21 u. Series 70 Model 2127 Extruded Vinyl Sin, Limits of Use Installation Insti Approved for use in HVHZ: Yes _FL14911 R7 II h Approved for use outside HVHZ: Yes Verified By: Lyndc Impact Resistant: No Created by Indepe Design Pressure: N/A Evaluation Repoi https:Htloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2l btdSCx... 4/18/2017 Florida Building Code Online Page 3 of 4 Other: See INST 14911.21 for Design Pressure Ratings, FL14911 R7 AE I any additional use limitations, installation instructions and Created by IndepE product particulars. 14911.22 v. Series 70 Model 2127 Extruded Vinyl Sini Limits of Use Installation Insti Approved for use in HVHZ: Yes FL14911 R7 II Ii Approved for use outside HVHZ: Yes Verified By: Lyndc Impact Resistant: Yes Created by IndepE Design Pressure: N/A Evaluation Repoli Other: See INST 14911.22 for Design Pressure Ratings, FL14911 R7 AE i any additional use limitations, installation instructions and Created by IndepE product particulars. 14911.23 _ w. Series 70 Model 2127 Extruded Vinyl Sin, Lim Use Installation Insti Approved for use in HVHZ: Yes FL14911 R7 II Ii Approved for use outside HVHZ: Yes Verified By: Lyndc Impact Resistant: Yes Created by IndepE Design Pressure: N/A Evaluation Repoi Other: See INST 14911.23 for Design Pressure Ratings, -1.4911 R7 AE I any additional,use limitations, installation instructions and Created by IndepE product particulars. 14911.24 x. S 2900/4900 - M 2901/4901 Single Hung Extruc Limits of Use Installation Insti Approved for use in HVHZ: Yes R-1491:1 R7 I1 1i Approved for use outside HVHZ: Yes Verified By: Lyndc Impact Resistant: Yes Created by IndepE Design Pressure: N/A. Evaluation Repoi Other: See INST 14911.24 for Design Pressure Ratings, FL14911 R7 AE I any additional use limitations, installation instructions and Created by IndepE product particulars. 14911.25 y. S 2900/4900 - M 2901/4901 Single Hung Extruc Limits of Use Installation Insti Approved for use in HVHZ: Yes F1_1.4911 R7 TT II Approved for use outside HVHZ: Yes Verified By: Lyndc Impact Resistant: Yes Created by IndepE Design Pressure: N/A Evaluation Repoli Other: See INST 14911.25 for Design Pressure Ratings, FL14911 .117 AE i any additional use limitations, installation instructions and Created by IndepE product particulars. Go to Page !yY � Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Staters Under Florida law,email addresses are public records. If you do not want your e-mail address released electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any e https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2tDrx21 btdSCx... 4/18/2017 Florida Building Code Online Page 4 of 4 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S they have one.The emails provided may be used for official communication with the licensee. However ei supply a personal address, please provide the Department with an email address which can be made availat Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe htt s://floridabuildin or J/ r/ r_a p _dtl.as x? aram=wGEVX wtD uZR'59%2fDrx21 btdSCx... 4/18/2017 P g• gP P 1P P P Q Q J SilverLine =.ei�°�� ••• "'�"" byAndersen rig WINDOWS • DOORS y� -- 53.25'MAX.OVERALL FLANGE WIDTH o n z — 52.0'MAX.OVERALL FRAME WIDTH " Ev_ z °z a `7 �! N m uIj SERIES 70 - MODEL 2127IMPACTFL �p J �( 1.' a NM 7 Lm EXTRUDED VINYL SINGLE HUNG WINDOW � , l� E �a � wl FLANGE j "IMPACr' 3 W= o 0 w � GENERAL NOTES z z ¢� � m 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code 5 LL = w (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ)° Uj o 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base o o al m material shall be beyond wall dressing or stucco. 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does r m not require an impact resistant covering. X 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies 4 owith Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Section 1609.1.2.2. % I o z 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck I z Ln masonry construction. 3 a 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a F W $ licensed engineer or registered architect. aw z �a z e 7. This product meets water infiltration requirements for'1-IVHP'. a LL TABLE OF CONTENTS o OVERALL OVERALL MAX DESIGN PRESSURE'PS z SHEET# DESCRIPTION GLASS13 t Typical elevation,design pressures&general notes - FLANGE FRAME D.L O n pE N z DIMENSfON DIMENSION:;.-. DIMENSION POS1flVE, NEGATf1/E oar 9 12 13 z 2 Horizontal&vertical cross sections - 3 _Horizontal&VerfIC01 Cf055 seCtiOnS 53.25"x 74.25" 52.0"x 73.0" 47.625"x 33.50" G1 +55.0 -60.0 wALIN.dK m 4 Buck and frame anchonng LFS an< 5 Bill of materials,glazing details&components rmAmBY NO. p FL-14911.23 0 N SHEET OF S ILV K 4 NOTE: I p F- ° ° ~� s I.LOCATE OPERATING SASH LOCKS 9.5" I FROM EACH END OF THE ACTIVE "^ N:� z %�O00` i MEETING RAIL,FASTEN WITH(2)48 x 3/4" �v''• % y� a:'�M �' SELF TAPPING SCREWS. O ��,7 '•.........• i5�� 0 2.LOCATE SASH KEEPER 9.5"FROM EACH m � ���ii �[ �% z d m d END OF THE MEETING RAIL,FASTEN -w _�l ��(1r(I �ttt s; 0 n „z WITH(2(66 x 314"SCREWS. OO vv m 9 o x z a v m m ci 2 � J t0 C m m r m i- -- - ( 7 � 9 a m mo- 3 a 4 \ 3 J0 a' = 0z Li EXTERIOR ' IGl INTERIOR 3`a SEE 3 Q X 11 NOTE 2 10 SEE z '='n 17 �/�T- zc NOTE 1 3 �U 14 • G Wil_- � �o y O A, LL 2 2 r3-\r4 12 o ( p I ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL n 4 18 U a ; EJ Y ?. E �1 INTERIOR 0h tn Z ICY:J i � z C Oi X19 ` z 9 34 33 34 17 �` r ' 20 7 j 00 15 2 :3M ? Z " 9 EXTERIOR 9 j " a o nth: 9112113 n sans, N.T.S. 1-114"MIN. DWG.sr: JK m BELOW THE MEETING RAIL BELOW THE MEETING RAIL pB NP cHx er: LFS 1-114"MIN. E---.—�— r21 VERTICAL CROSS SECTION I)PAW NG N04 EMB.TTP. l�1 HORIZONTAL CROSS SECTION -' 2 Shown w/2X buck 2 Shown w/2X buck FL-14911.23 m N SHEET 2 --A- V . ......... A, Avit 'ej 01 J*4=3 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL D .2- V. • C,I Td,car ............ > C C 1� INTERIOR A a 33 E. S gz I - 34 34 17 \ !4 N 0z EXTERIORiNTERIO (meE 9 NOTE 2SEE EXTERIOR 9 NOTE I mj 14 202 EMB.TYP. Z. EMB.TYP, BELOW THE MEETING RAIL BELOW THE MEETING RAIL D TAL CROSS SECTION-N Shown w/I X buck NOTE: 1.LOCATE OPERATING SASH LOCKS 9.5' FROM EACH END OF THE ACTIVE qK Im Z MEETING RAIL FASTEN WITH(2)#8 X 3/4" SELF TAPPING RAIL, 2.LOCATE SASH KEEPER 9.5"FROM EACH 5 END OF THE MEETING RAIL.FASTEN WITH(2)116 x 3/4"SCREWS. o z En 8 z 6 0 20 _ 20 q) 60 W 15 r,> t; 2 is C A _0 D z U z -Ae , DAM S swF-- N.T.S. JK M IFS j 31 MfRT,1,CAL—CROSS SECTION 4 VERTICAL CROSS SECTION �-2 VERTICAL CROSS SECTION DROW W- O.t,. .1 rnas.nry� Optional masonry sill 3 Optional masonry sill 3 Shown wl 1X buck FL 14911.23 a IE MW le I US Z: O`Z uN W V•'. y a . ,) oU�N z 6"MAX. a x z d L ° E i m m d ug F, `oa -f N a` On maam II a TYP V E `°z C 2X BUCK F $ w o° 1a 2X BUCK —' 1 X BUCK DJ v 2X BUCK TYP. t I7 r. 3 ' ! z w -� FRAME Z..� — — _i........ m MASONRY I MASONRY _ Ei zsi E OPENING i OPENINGS m I — —f �4 14U o N BUCK ANCHORINGo z FRAME ANCHORING MASONRY CONCRETE ANCHOR NOTES: o c I.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 1:2 v 2.Concrete anchor locations noted as"MAX.O.C.(TYP.)"must be adjusted to $a u $ maintain the min.edge distance to mortarjoinfs,additional concrete anchors may be required to ensure the"MAX.O.C.(TYP.j"dimensions are not exceeded. w a 3.Concrete anchor}able: 0 ANCHOR ' NCHOR: MIN: MIN.CLEARANCE .MIN.:CLEARANCE LL TO.MASONRY TO ADJACENT n TYPE': SIZE EM9EQMEJT: N o Z .... : ..:... .: EDGE.':........:':ANCHOR...... ITW nhm 9112113 ° TAPCONO 1/4" 1-1/4" 2" 4" s a N.T.S. ELCO 5 ULTRACONe CKK 1/4" 1.1/4" 1" sr 4" JK 3 Hx.er: LFS d c WOOD SCREW INSTALLATION NOTES: DRAWNG No.: 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of FL-14911,23 n wood screws to prevent the spliffing of wood. N osHErr_�L GF 5 BILL OF MATERIALS \�\�` * �Z�l REM# DESCRIPTION MATERIAL i A_ 1 X BUCK SG>=0.55 WOOD 3/4"OVERALL B 2X BUCK SG>=0.55 WOOD THK.GLASS =V 9 * 9*- = m C 1/4"MAX.SHIM SPACE N.:� z° IErt�Oz tN- o m D 114'X 2-3/4"ELCO OR iTW CONCRETE SCREW STEEL QO j 1/8"ANNEALED ��;. �Gj` F`N' MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI --" _' AIR SPACE i� �4\. >> o E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE - 3/32"ANNEALED ''����III*Pt`,```� o M 0 z° F #10 X 2"PPH SMS STEEL _ 0.090"SAFLEXOPVB INTERLAYER )f f m� „ v N, 1 EXTRUDED PVC MAIN F_RA_ME#_52_-2611' PVC 1 �- 0 9 z B Z v 2 EXTRUDED PVC SILL#52-2673' PVC 3/32"ANNEALED ° r o m c w 3 EXTRUDED PVC GLAZING BEAD(INTERLOCK)#52-1257" PVC 4 "a 'm a`a m u2"GLASS_L \ 4 EXTRUDED PVC MEETING RAIL#52-2907° PVC BRE INTERCEPT SPACER v E cc Z 5 EXTRUDED PVC TOP LIFT RAIL#52-2949" PVC $ 6 EXTRUDED PVC BOTTOM RAIL#52-2905' PVC DOW 995 SEALANT o a 7 EXTRUDED PVC STILE#52-2905` PVC 9 EXTRUDED PVC GLAZING BEAD(VERT.&HORT.)#52-1227` PVC GI GIAIING DETAIL i 10 OPERABLE SASH LOCK#12-2241 PVC 3 11 SASH KEEPER#12-2240 STEEL o c-,z 12 FIXED MEETING RAIL REINFORCEMENT#50-2608(6105-T5) ALUM a� 14 LOCK RAIL REINFORCEMENT#50-2609(6105-T5) ALUM N _ 0.84"-1-_- z 15 BOTTOM LIFT RAIL&_SASH REINFORCEMENT#50-2967(6063-T6) ALUM_ o 1--0.78" o N R m ¢� 16 WINDOW SCREEN c;1 ) � yi ,J J 17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL&SASH(ULTRAFAB) a M34, 18 ERSTRIP PILE W/FIN.187 x.230,FIXED MEETING RAIL(ULTRAFAB) f�j- T �I o yo ERSTRIP PILE W/FlN.187 x.150,SILL(ULTRAFAB) o 'm ERSTRIP VINYL BULB.187'x.375'0(AMESBURY) 9 GLAZING BEAD 9 GLAZING BEAD a a CH#2818-00 STEEL Sash interlock J2'm :H SMS STEEL 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED o --I 0.91" I -- 0.879" m T�BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". ......0.065" _ f 0 O 0.456'--1 mg ri1 EXTRUDED PVC BOTTOM RAIL /+SOCK MEETING RAIL �901TOM LIFT RAILS SASH 12 LOCK RAIL TOP ti o �J S Reinforcement Reinforcement Reinforcement w a� _ ij r-2.69" - -2.69" z' z N^Z ti 0.055' _ 0,065^ . 0.065' 9112113 ? ol�Do ADD u — T IIII N.T.S. 4_� Dwc.m: JK m 0.91" I 7 EXTRUDED PVC SRLF LFS O PVC MAIN FRAME 7- PVC SILL DROW NO: r 2�-- Q EXTRUDED PVC MFEi1NG RAIL 5 EXTRUDED PVC TOP UFTRAIL FL-14911.23 0 SHCET 5 OF 5 p , : • • 1 ' - -- - - - -' i" j e , I s • j , t < j : i i , — : a ' i , r : i a < : � 1 : + I t , , t y r r i : : ; , i i : , : j of Florida Building Code Online Page 1 of 4 BCIS Home ; Log In i User Registration Hot Topics ; Submit Surcharge 1 Stats&Facts Publications j FBC Staff i BCIs Site Map Links Search Florida + Product Approval USER:Public User ProducApproval Menu>Product or Application Search>Application List>Aooliation History>Application Detail FL# FL6067-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick,N]08902 (800) 234-4228 Ext 4644 ]onberrian@slbp.com Authorized Signature Craig Calderone rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CategoryWindows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers As sociation-QA Quality Assurance Contract Expiration Date 10/21/2016 Validated By Ryan].King,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL6067 RS COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B t,f+„c•/Axrcxrcxr+1nrir1ah1ti1r1;na nra/nr/nr Ann tit] acny9naram=wCTF.VXOwtDos4Yr43ec4OR... 4/20/2017 Florida Building Code Online Page 3 of 4 wind-borne debris protection this product complies with FL6067 R5 AE Eval 6067.5.odf section 1609.1.2 of the Florida Building Code and does not Created by Independent Third Party:Yes require an Impact resistant covering.This product meets "Missile Level D"and includes"Wind Zone 4" as defined in ASTM E1996-02.See INST 6067.5 for any additional use limitations,design pressure ratings and installation instructions. 6067.6 f.Series 2723 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Transom Mullion"Impact' Mullion for use with Impact and non-impact window products In Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 115 II Inst 6067.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:When used in areas outside the"HVHZ'requiring FL6067 R5 AE Eval 6067.6.pdf wind-borne debris protection this product complies with Created by Independent Third Party:Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering.This product meets "Missile Level D"and excludes"Wind Zone 4"as defined in ASTM E1996-02.See INST 6067.6 for any additional use limitations,design pressure ratings and installation instructions. 6067.7 g.Series 2724 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Transom Mullion"Impact' Mullion for use with Impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R5 II INST 6067.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party,:Yes Design Pressure:N/A Evaluation Reports Other:When used in areas outside the"HVHZ"requiring FL6067 R5 AE EVAL 6067.7.odf wind-borne debris protection this product complies with Created by Independent Third Party:Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering.This product meets "Missile Level D"and excludes"Wind Zone 4"as defined in ASTM E1996-02.See INST 6067.7 for any additional use limitations,design pressure ratings and installation instructions. 6067.8 h.Series 2728 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Transom Mullion"Impact' Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R5 II Inst 6067.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:When used in areas outside the "HVHZ'requiring FL6067 R5 AE Eval 6067.8.odf wind-borne debris protection this product complies with Created by Independent Third Party:Yes section 1609.1.2 of the Florida Building Cade and does not require an Impact resistant covering.This product meets "Missile Level D"and excludes"Wind Zone 4"as defined in ASTM E1996-02.See INST 6067.8 for any additional use limitations,design pressure ratings and installation instructions. 6067.9 I.Series 2723,2724,2728 Extruded Aluminum Clipped Horizontal and Vertical Mullion Structural Beam Mullion"Impact' for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6067 R5 II Inst 6067.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:When used in the"HVHZ"requiring wind-borne FL6067 R5 AE Eval 6067.9.odf debris protection this product complies with section 1609.1.2 Created by Independent Third Party:Yes of the Florida Building Code and does not require an impact resistant covering.This product meets"Missile Level D"and includes"Wind Zone 4"as defined in ASTM E1996-02. See INST 6067.9 for any additional use limitations,design pressure ratings and installation instructions. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 httns://www.floridabuildinR.ora/pr/Ur app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR... 4/20/2017 Florida Building Code Online Page 4 of 4 The State of Florida Is an AA/EEO employer.Coovrioht 2002-20 State of Florida.::privacy Statement:;Accessibiflty$t3Lnment::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(i),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 her . Product Approval Accepts: F94 RE M Credit Card Safe. httos://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR... 4/20/2017 SilverLine byAndersen y4 WINDOWS • DOORS ";�>' Z 'yom >> 11111111W 0-1 Z U N •; MAX.COMBINED ' z m Z Em m --MAX.COMBINED DIMENSION IS 104" a c w DIMENSION IS 104" � �r 9 o L a 2724 �—W1 ----- --- - -:h— Na md W2 Wl W2 a� I� c LL C E 0Z STRUCTURAL gra BEAM MULLION o GLAZING GLAZING GLAZING z GLAZING GLAZING > >n W n PRODUCT PRODUCT PRODUCT h PRODUCT PRODUCT �'- IMPAcr ¢Z _ L © m Ji JQ 41� j J W W O QW 0 GENERAL NOTES: o 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida o Ln IC2 Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone". ____ MAX.COMBINED a a 2. When used in areas requiring wind borne debris protection,this product complies with MAX.COMBINED DIMENSION IS 104"� DIMENSION IS 104" 4,10,}I Seciton 1609.1.2 of the FBC and does not require an impact resistant covering.This product _ I- __ _ __ _ i �� m $ meets missile level"D"and includes Wind Zone 4 as defined In ASTM E1996 and FBC Section I wl -!I W2 U 1609.1.2.2. 3. Wood bucks by others,must be anchored property to transfer loads to the structure and o be reviewed by the Building Official. GLAZING GLAZING GLAZING GLAZING NI 4. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. P1, RODUCT PRODUCT B PRODUCT PRODUCT I CIU rn 5. Separate product approvals for each glazing product used with these mullions must be W`` o $ submitted along with this mullion product approval. o V) GLAZING Z 6. Anchoring of each glazing product to the mullion shall be as shown in each individual PRODUCT d o of glazing product approval. Z 7. Any conditions not covered in this evaluation are subject to separate engineering o C evaluation. GLAZING GLAZING GLAZING GLAZING o 8. Mullion.design pressure rating,see load rating table sheets 2 and 3 of this drawing. PRODUCT PRODUCT PRODUCT PRODUCT I >> 9. The design pressure rating of the assembly shall be the lesser of the load capacity of the - mullion as determined using this approval or the design pressure rating of the individual glazing products used: 10. Bounding box dimensions for geometric transom shapes must be equal to or less than the b b a 8 rectangular transom dimensions shown herein. TYPICAL MULLION CONFIGURATIONSz a 0 ate: 2110109 = 0 a iABIE OF CONlENiS sruE N.T.S. v SHEET DESCRIPTION NOTE: owc.Br: DWS m' I Typical elevations a general notes Horizontal mullions depicted herein can be combination mullions c K.Br: LFS ; 2 2724 mullion load table for concrete screw anchors or separate structural mullions.Separate structural mullions are oenvnNc xo 3 2724 mullion load table for wood screw anchors covered under separate approval. FL-6067.4 c 4 2724 mullion section dimensions 8 anchoring sHeer 1 ov 4 H V f G' SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF) .�` ............. TRIBUTARY WIDTH 1Tj28" 30" 32•• W. 36'• 38" 40•' 42•• 47" 46" 48" 50" 52" '�r o p,�J=08.2 83.0 78.4 74.4 70.9 67.7 64.8 62.2 59.8 57.5 55.4 53.4 51.86.0 90.4 85.5 81.1 77.3 73.9 70.7 67.8 65.1 62.6 60.4 58.2 56.2 d 0.0 98.7 93.4 88.7 84.5 60.7 77.2 74.1 71.1 68.4 65.9 63.6 61.4 N• Z �� 0C! 68 100.0 100.0 100.0 97.2 92.6 88.4 84.6 81.1 77.9 74.9 72.1 69.6 67.2 i�Y.• 'Cl% �t vmi.- 66" 700.0 100.0 100.0 tOD.O 100.0 97.7 92.9 89.0 65.5 82.2 79.2 76.4 73.7 /i, •'•••....-••' ��� >>'n m 64'• 100.0 100.0 100.0 100.0 100.0 100.0 99.9 96.5 93.3 90.2 87.1 84.0 81.1 W1 �,J W2 �J / // *p `�% z 6;6 62" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 700.0 97.1 93.9 91.0 88.2 85.6 I I /II11111 m u N•._ 60" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.8 94.7 91.8 89.1 GG v U x Z 4 581' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.8 95.7 92.8 J o o 03 u 56" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 700.0 100.0 99.9 96.9 U N u< o o a 54" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Q, GLAZING GLAZING el. �j s (n m d=M a 52'• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a^ PRODUCT PRODUCT I,` 4 H 50" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 Z II I E Co Z O 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 =i X o a Lim g 44 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 S r 4Z' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 i O wo 38•' 100.0 100.0 100.0 100.0 10o.D 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 j mZ 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 a3 32" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.o 100.0 �w r a 30•• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 m f z 26" 100.0 tOD.O 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N �w 26" 100.0 100.0 100.0 100.0 tOD.O 100.0 700.0 100.0 100.0 100.0 100.0 100.0 100.0 TRIBUTARY WIDTH = N/1 + W2 j� 24•' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 2 0 i K O v0 O u~ ~a nU INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE a ¢a v 0 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). {-- N1 -I I- W2 I Y CO g 2, FOR THE.PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. f " 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN PRODUCT PRODUCT GLAZING z• I o L)o AND THF. COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. GLAZING z• I v a a THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT v d m z DETERMINED IN STEP 1 ABOVE. GLAZINGz II w o 9 PRODUCT _^ XJ h o< o = EL CL o e oe FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR =o z SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE �'^ z FOLLOWING: a 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR Mi THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT +^z n° APPROVAL. 0��0 oo �/ DATE: 2 10 09 2. SUBSTITUTE 8-18 PANHEAD SELF-KILLING SCREWS SHOWN z IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM SCALE: N.T.S. - FASTENER SPACING ALLOWED IS 6" FROM EACH END A7DWG.6Y: DWS m SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. CHK.BY: LFS ; GwwiHc NO.: THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING rc _ OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.4 0 BY SILVERLINE CAN BE USED IN THIS FASHION. SHEET 2 OF 4 n » 6 I !,:,;o S/LVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE(PSF) �� ..••TRIBUTARY WIDTH26„ 30" 32., 34„ 36" 38" 40., 42., 44,. 46.. „ 5.. 5Y, �Av ���o;�.o 88.2 83.0 78.4 74.4 70.9 67.7 64.8 62.2 59.8 57.5 55.4 53.4 51.6 V� * &;Q=i 0'. 72" 96.0 90.4 85.5 81.1 77.3 73.9 70.7 67.8 65.1 62.6 60.4 58.2 56.2 b O1 70'• 100.0 98.7 93.4 88.7 84.5 80.7 77.2 74.1 71.1 68.4 65.9 63.6 61.4 V; Z ~�.'•��z °u m M 68" 100.0 100.0 100.0 97.2 92.6 88.4 84.6 81.1 77.9 74.9 72.1 69.6 67.2 '- �•''•.... \ J O'o(O 100.0 64" 100.0 100.0 100.0 100.0 100.0 1900.0 1000 98.0 94.1 90.5 87.1 840 811 W1 W2 i���i' �(.•..• `\ z o m 6 _G2" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.1 90.3 88.6 /11111117 , v N ,•z 60" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.4 92.7 v Z u 0 68" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 99.2 2:. GLAZING GLAZING o i o °m °c w 66" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 2 64" 100.0 100.0 100.0 100.0 1�.o 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PRODUCT PRODUCT ly a m< m a`a CKL 62" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Z 11 .5 I` x 60" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 X E o Z 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ¢ w 46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 f 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 loo.0 100.0 100.0 100.0 100.0 100.0 47' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 LL 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Z cn 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.D 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ¢M 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 700.0 100.0 100.0 100.0 ¢z 32'• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 W J p w 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 m m W 2B" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 TRIBUTARY WIDTH = W1 +TRIBUTARY WIDTH + W2� w O� 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 2 aq N 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 U < o ° INSTRUCTIONS FOR USE OF THE FOR USE OF THE MULLION LOAD TABLE:TABLE: DI $ ol Q� cN 0 En I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE <d I ^ m N BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). I-W1 -I I-- W2 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE I I in SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3• IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, T I m LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN GAZING GLAZING AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. ¢ < - PRODUCT PRODUCT a a THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT to^ N DETERMINED IN STEP 1 ABOVE. GLAZING o .I I m I(n v PRODUCT w J X o �g awl u O Oj C ti ti a o 0o FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR z SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE m � \W i FOLLOWING: m o \N O 3 1. SUBSTITUTE (i FOR 7) 1/4"-14 SELF-DRILLING SCREWS FOR z o0f�� ��0 THE FASTENERS SHOWN 1N THE INDIVIDUAL GLAZING PRODUCT Z J U APPROVAL. � 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN DATz.. 2110109 n IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM sr : N.T.S. 5 a FASTENER SPACING ALLOWED IS 6" FROM EACH END AT DWG.DY: DWS m SECTION THRU MULLION AND FRAME 15" O.C. MAX SPACING. CHK.BY: LFS 3 a O AW NG THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DR)LLING ^ OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-66 067.4 0 A BY SILVERLINE CAN BE USED IN THIS FASHION. sHmt_L OF 4 g u K (8)#10x 1-1/7'WOOD SCREWS 2X FRAMING (4)3/16"0 CONCRETE ANCHORS (4)3/16"0 CONCRETE ANCHORS CONCRETE CONCRETE (SEE ANCHOR SCHEDULE) (SEE ANCHOR SCHEDULE) \\.�;•" ��Q�i P•J.ci d41••'0'N m r 6m as ° i�Y'• z .'yGJ` � II �ti ff I Z z P �Ld 0Nmz II II Mw X. lk IX BUCK �W !p o Em Qmmc4i U U ' U U \f U U �� N C ua -'p oa Lu Ld fTT a '^a 'maaLL V E o z p� Lj ANCHOR TO 2X STUD OR TO 2X BUCK ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH 1 X BUCK a `a: --- oz 0.375'--- 1,14 76g HORIZONTAL TRANSOM w= — - --2.25" 2.25'��2.25'---1 I MULLION 2724,2724 OR 2728 Lo z C (UNDER SEPARATE APPROVAL) J o� v �Z v(O—il . c" N I --------------- r V C o lu, �l I _l LL � j�lj O In it cl a r IT (8)#10X3/4" $ n r SELF-DRILLING SMS i ml N N o #8 X 3/4" \\ \ I 0 N L SELF-DRILLING SMS rn MULLION ANCHOR BRACKET 2722 VERTICAL MULLION d (6063-T6 ALUM) MULLION ANCHOR BRACKET 50-2722 W I O FOR WOOD SCREW OR MULLION TO MULUON ANCHORING (606&76 ALUM) ANCHOR MULLION TO MULLION N FOR CONCRETE ANCHORING - 0 00 a � MO[IIONANCHCIR BRACKETANCHOR SCHEDUIF >j m ANCHOR - .SUBSTRATE EMlEOMENt EDGEDISTANCE CENTER-7O-CENTER PN+U (mwj 'SPACING N. - n z R10PFHWOODSCREW o m WOOD 1.310" I" 1-1/8° n'o 3 u 4 N Z R10-16SELFDRIWNG ARN.OF31HREADS a O SHEET METAL SCREW STEEL TRUDE OOMP�tt'1gPR�ROUGH I" D P� THESrffisUBSHNIE DATE: 2/10/09 = "O 3/16'0 PFH SC N.T.S. } HILTI KWIK-CON II+ HOLLOW BLOCK I-I/d' i-I/Z' 7 C m FDWG.BY: DW_ .Si 1' 0" CONCRETE 1-1/4' I•I/Z' 7 CHH.BY: LFS 3 MULLION BRACKET ANCHORING WOOD FRAMING(S.G.>=0.421 DRAWMG ND.: 2724 MULLION STEEL CONFORMING TO ASTM A653,16 GA.,0.060'MM.THICKNESS(Fy=33,000 PSI,W=45,000 PSI) 2722 BRACKET SHOWN SHEET METAL SCREWS FL-6067.4 (6063-T6 ALUM) WOOD SCREW ANCHORING SHOWN (SAE GRADE 5 MIN.);MITI KW K•FLIX a ELCO DR L FLIX N ( J CONCRETE CONFORMING TO ACI 301(3.000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 SHEET 4 OF 4 8 v 'A Florida Building Code Un11ne Page 1 of / i .,"t'.3 rr,,.�S.s^^.,c.-c,xa fi.t Sir Fs7,p R'" "' "• }Y ,^^ t� ,'*"T'a+..- a k ar,.. k '-s,,,a rzrm y i n �x r� -r �'.AT` S )f�" L+g71f i . A� t !` r ' i y 6,4ar E`G 4 n s � nt:K a zs � r P •iv'� r�, ;: { f, t F sd ,�� �r � 't �,����i�,.. '$"'� � �'CS>c�:s i''�� ' s ��nrx'aa a�•x�p 't����x.� '1 .r� is �I'� Y't F'«� � �+y �% �" �J� �f�;�>4� r �Y� �g � � ,`�1 ,f" �� s F v v.: ".� x 3 '•� & �.R e.. a'� ��a�z{�. _t."tr"� �a.'S z rr ... ,� � d `kT � € � °.4" rq`" � �,� ��,� s{, �'. ryu�.� f�,�4 ^`, „�,Y,..✓ 5,y ;A F a �r "r .a � s 'Y? +'e"-s.% �? uz +e+t .d�A � b4` � ��8� sr � �-. fk3 G�' S�7_x � •`' � F o `� it � 1a� �k� �y n } eg } o BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links db,C� z dal Product Approval X �'�'� USER: Public User orud_•._r 1?tm,_ > Produc_or Aoolication Search > Application List> Application Detail y dk FL # FL6067-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800) 234-4228 Ext 4644 Jonberrian@sibp.com Authorized Signature Craig Calderone rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email https://tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvvtDgs4Yr43ec4OR5n5vmgGn98MUAeEIjQtjEY%3d 4/18/2017 r roriva ounurng �_uue vrrnne rage G oI / Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licens Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers.Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence !�71 13067 K6 CQ.I c rt.i i ate c;� T^a-_r arc enc< ,J.c+` Referenced Standard and Year (of Standard) ' Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B Date Submitted 06/16/2016 Date Validated 06/16/2016 Date Pending FBC Approval 06/19/2016 Date Approved 08/17/2016 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEIjQtjEY%3d 4/18/2017 t ioriaa tsunaing Loae vnnne rage -) of t Summary of Products FL # Model, Number or Name Description 6067.1 a. Series 1537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion Mullion "Impact" use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No Ft.6067 .? II IfdS-i" =Product Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline =;6067 R EVi IL �c tu, _ offer rtq.prlf Building Products, Corporation (See 6067.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 6067.2 b. Series 7537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion Mullion "Impact" use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 Ii :NST 6067.2.od; Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE Eng! 6067.2.oJi wind-borne debris protection.this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.2 for any additional use limitations, design pressure ratings and installation instructions. 6067.3 c. Series 2723 Structural Beam Extruded Aluminum Clipped Mullion for use with impac Mullion "Impact" non-impact window products in Masonry or Wood Ope Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 iI INST 6067.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring https://floridabuildinc,.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEIjQtjEY%;d 4/18/2017 Florida Building Code Online rage ,+ of wind-borne debris protection this product complies with FL6067 Ri,, AE EVAL. 6067.3.pdfi section 1609.1.2 of the Florida Building Code and does not Created by Independent Third Party: Yes require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.3 for any additional use limitations, design pressure ratings and installation instructions. 6067.4 d. Series 2724 Structural Beam Extruded Aluminum Clipped Mullion for use with impac Mullion "Impact" non-impact window products in Masonry or Wood Ope Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.L..pd,`" Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports . Other: When used in areas outside the HVHZ requiring wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.4 for any additional use limitations, design pressure ratings and installation instructions. 6067.5 e. Series 2728 Structural Beam Extruded Aluminum Clipped Mullion for use with impac Mullion "Impact" non-impact window products in Masonry or Wood Ope Limits of Use Installation Instructions Approved for use in HVHZ No FL6067 R6 I INST 6067.5-odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.5,adf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions. 6067.6 f. Series 2723 Structural Beam Transom Mullion "Impact" https://floridabuildin-.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgs4Yr43ec4OR5nf -ngGn98MUAeEIjQtjEY%3d 4/18/2017 Florida Building Code Unline rage j 01 i Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non-impact window pr in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No �i 6,06 ._,r; f 1JT_ .�__.=yn '._.5-u f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring t i__ i�,;, L.VAr .. '67.0,.),df wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions. j 6067.7 g. Series 2724 Structural Beam i Extruded Aluminum Clipped Horizontal Mullion Clipped Transom Mullion "Impact" Mullion for use with impact and non-impact window pr in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 I?6 TI I1;5T 6Q67.7.-ou Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring F16)0,6/_T.6. ar_cV.AL r--Q67.'7-,,)df wind-borne wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.7 for any additional use limitations, design pressure ratings and installation instructions. 6067.8 h. Series 2728 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Transom Mullion "Impact" Mullion for use with impact and non-impact window pr in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 :II TMST 6067.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEIjQtjEY%3d 4/18/2017 P lorlda tiullaing Uocle Vnllne rage o of i Other: When used in areas outside the "HVHZ" requiring FL606 _R6 AtE_F_VAL 6067..8.Pdf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.8 for any additional use limitations, design pressure ratings and installation instructions. 6067.9 i. Series 2723, 2724, 2728 Extruded Aluminum Clipped Horizontal and Vertical ML Structural Beam Mullion "Impact" for use with impact and non-impact window products i Masonry or Wood Openings Limits of Use ; Installation Instructions Approved for use in HVHZ: Yes =__ice_ ;.'.L Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in the "HVHZ" requiring wind-borne ) 7 �` _ 7_, debris protection this product complies with section 1609.1.2 Created by Independent Third Party: Yes of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statem 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 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. *PurSI Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email at 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 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 licen Chapter 455, F.S., please click here . Product Approval Accepts: https://tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs4Yr4')ec4OR5n5vmgGn98MUAeEIjQtj EY%3d 4/18/2017 r torma buitaing coae untine Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx9param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEIjQtjEY%3d 4/18/2017 Florida Building Code Online Page 1 of 3 4 tb3t' a,l w SCIS Home Log In User Registration i Hot Topics 1 Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search i F!ar�da a Product Approval r USER:Public User Yss�^tM^I::.Fsr:s Product Approval Menu>Product or Application Search>Application List>Application Detail „s" � 'u�, FL# FL12769-R7 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/20/2016 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBeODh9X... 4/20/2017 Florida Building Code Online Page 2 of 3 Date Validated 10/23/2016 Date Pending FBC Approval Date Approved 10/30/2016 Summary of Products FL# Model,Number or Name Description 12769.1 Contours Steel,Wood Edge Full Lite,Inswing Door w/or w/out Sidelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R7 C CAC NI009887-R4 C ertificate.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2020 Design Pressure: +55/-55 Installation Instructions Other, Product Can Be Installed In The X,OX/XO,OXO, FL12769 R7 II A008730 SS 2013-09-08.odf XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No.73778 Instructions.Since product does not meet water infiltration Created by Independent Third Party:Yes requirement for HVHZ,it must be installed per overhead Evaluation Reports requirements as identified in Sec.4410.2.3.2 of the Florida FL12769 R7 AE PER3791.odf RBC. Created by Independent Third Party:Yes 12769.2 Contours Steel,Woad Edge Full Lite,Inswing Door,w/or w/out Sidelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R7 C CAC NI009887-114 C ertificate.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2020 Design Pressure: +66/-66 Installation Instructions Other: Product Can Be Installed In The X,OX/XO,OXO, FL12769 R7 II A008730 SS 2013-09-08.1)df XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F.Norero Florida PE No. 73778 Instructions;and Must Be Installed With Surface Bolts.Since Created by Independent Third Party:Yes product does not meet water infiltration requirement for Evaluation Reports HVHZ,it must be installed per overhead requirements as FL12769 R7 AE PER3791.odf identified in Sec.4410.2.3.2 of the Florida RBC. Created by Independent Third Party:Yes 12769.3 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R7 C CAC NI009887-R4 C ertificate.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2020 Design Pressure:+55/-55 Installation Instructions Other: Product Can Be Installed In The X,OX/XO,OXO, FL12769 R7 II A008731 SS 2015-10-03.1)df XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No.73778 Instructions.Since product does not meet water infiltration Created by Independent Third Party: Yes requirement for HVHZ,it must be installed per overhead Evaluation Reports requirements as Identified in Sec.4410.2.3.2 of the Florida FL12769 R7 AE PER3792.1)df RBC. Created by Independent Third Party:Yes 12769.4 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites, 12'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R7 C CAC NI009887-114 C ertificate.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2020 Design Pressure: +66/-66 Installation Instructions Other:Product Can Be Installed In The X,OX/XO,OXO, FL12769 R7 II A008731 2015-10-03.odf XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: Hermes F.Norero Florida PE No.73778 Instructions; and Must Be Installed With Surface Bolts.Since Created by Independent Third Party:Yes product does not meet water infiltration requirement for Evaluation Reports HVHZ,it must be installed per overhead requirements as FL12769 R7 AE PER3792.1)df identified in Sec.4410.2.3.2 of the Florida RBC. Created by Independent Third Party:Yes 12769.5 Contours Steel,Wood Edge Half Vent Lite Outswing Door,3'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R7 C CAC NIO11489-R1 C ertificate.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Product meets water infiltration requirements for FL12769 R7 II A009078 SS 2013-02-28.odf HVHZ Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party:Yes Evaluation Reports FL12769 R7 AE PER3793.odf Created by Independent Third Party:Yes 12769.6 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,9'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R7 C CAC NI011352-R1 C ertificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgsmFBeODh9X... 4/20/2017 Florida Building Code Online Page 3 of 3 Design Pressure: +50/-50 Installation Instructions Other: FL12769 R7 II A008496FL.Ddf Verified By: Hermes F.Norero,P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769 R7 AE PER3833.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee K 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card $afe a I .I ail https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgsmFBCODh9X... 4/20/2017 NOTICE OF PRODUCT CERTIFICATION WWCce � CERTIFICATION NO: NI011489-R1 DATE: 03/06/2013 e CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 e x�r%I-V REVISION DATE: 05/19/2015 To verify that the"Notice of Product Certification"is valid;please visit www:NAMICertification.comto assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteriahas been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series"Contours Premium Steel Wood 3737 Lakeport Boulevard Edge with Half Vent Lite(ODL 799)" Klamath Falls,OR 97601 Steel Glazed.Side Hinged Door Configuration:X Glazing:Insulating Glass.(Tempered) Frame: W-953mm(37.50") H-2052mm(80.75") Panel: W=909mm(35.75") H-2013mm(79.25") DLO: W-499mm(19.63") H-397mm(15.63") SPECIFICATION PRODUCT RATING TAS 202-94 Design Pressure: 2634 Pa(55.psf) Negative Design Pressure: 2634 Pa(55 psf) Nater Penetration Resistance Test Pressure:396 Pa(8.25 pst) Product Tested By: National Certified Testing Laboratories Report No: NCTL-210=3857-1/A009078 Expiration Date: ,January 31,2020 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George.Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fag:(804)684-5122 ]ELD-WEN DOOR TABLE 1 INSTALLATION DETAILS SIZE QUALIFIES:NON-IMPACT CONTOURS PREMIUM STEEL WOOD EDGE MAX.PANEL WIDTH=36" 6'-8"TALL SYSTEMS: HALF LITE (X) NON-IMPACT X-0"X 6"-8"OUTSWING OUTSWING POSITIVE +55 N rn rn NEGATIVE - MO m o m N GENERAL NOTES a DD NN O 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL OUTSWING PRODUCT MEETS WATER rl m O i0 m CODE(I.R.C.)AND THE'CURRENT FLORIDA BUILDING CODES(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE INFILTRATION REQUIREMENT AT DP55 Y TO TAS 202-94'.. S —' d. v c J N u v 2.1XAND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE BUCK p r. t z .x CO MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR.GREATER. w m n LL 3.CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO'THE STRUCTURE. CONCRETE MATERIAL SHALL e m HAVE A MINIMUM Fc OF 3000psi OR MASONRY/CMU SHALL CONFORM TO ASTM C90. Y 4.PRODUCT ANCHOR.TYPES AND SPACING ARE SHOWN BELOW. DIMENSIONS:SHOWN'FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.. 5.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR NON-IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION'INSTRUCTIONS,REFER TO JELD-WEN COMPONENT LIST Z O DOCUMENT#J11106(INSTALLATION INSTRUCTIONS FOR PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN ITEM DESCRIPTION MATERIAL QTY: O = WEBSITE:JECIJ-WEN.COMA.EARA/RESOURCES/INSTALLATION&FINISHING/. 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ: C7 z 6.FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 2 2x WOOD SUB BUCK(GRADE 2 SOUTHERN YELLOW PINE) WOOD AS REQ. g .Z. 3 1x WOOD:SUB BUCK(GRADE 2 SOUTHERN YELLOW PINE) WOOD AS REQ: 7.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1,SHEET 9' 4 #10 WOOD INSTALLATION SCREW W/,1 1/2"MIN.EMBEDMENT STEEL AS REQ. z z 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ= O 6.ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16'DEEP. EXAMPLE: 3116"-� 6 09 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 3 0 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL .2 o X 8 #9 X 3/4"PHILLIPS FLATHEAD.WOOD SCREW STEEL 21 W o w 9 3/4^O.A.HALF VENT LITE POLYPROPYLENE FRAME ODL#799 GLASS 1 wm w 37 112"MAX.O.A. 10 KWIKSET LOCK SERIES 400 STEEL 1 N j U Z z w 6 FRAME TYP. 11 .KWIKSET DEADBOLT SERIES 784 STEEL 1 19.618" �; o ¢ Qj MAX. }— 0 o n D.L.O. F;.p 2 118" NOTE: p 0 Z WIDTH jB i 2 3 4 b SHIM FORSUPPORT'ATOR QL U Lu U 118"TEMPERED 1/2"GLASS BITE l Y NEAR EACH ANCHOR IS a n L9 GLASS INTERIOR L REQUIRED SIDE, 9. 37 112"O.A. 07 FRAME SIZE / S O 3/4"MAX. "',-6-TYR 6"TYP. 11 2 3 a 0.509"AIR SPACE 1 m 10. SCREEN w0 O O ODL REDI$EAL N F l rn p FOAM GASKET w 6"TYP: aj Digitally signed by Hermes F Norero, Ix o P.E. J- ODL VENT LITE FRAME 4 Reason:I am approving this document Vj OQ Date:2013.02.28 18:48:18-05'00' `HALF VENT LITE GLAZING DETAIL -� o 17 O.C. 3-0 X.6-8 ELEVATION OUTSWING m TYP: IIr►rj SINGLE(X) F. :0.�!e�� z N 6^TYP. ��: �• ."'QO DATE: 02/20/2013 SHEET INDEX 5 0 _ _ NONE � _ � SHEET # DESCRIPTION 7 i SCALE:owo av;G.LUBBECKE f GENERAL NOTES, B.O.M.j ELEVATIONS&ANCHOR LOCATIONS R EA S CHK.eY: S.SAFFELL RAVONG NO..' 2 OUTSWING INSTALLATION IN WOOD 3-0 X.6-8.OUTSWING 398 DJ4 XcFrf� TE.338 D A009078 3 OUTSWING INSTALLATION IN MASONRY/CONCRETE (16)ANCHOR LOCATIONS DAWA, Pl! T,*04 FBPE CER "dR1AUtIt NO.29578 SHEET 1 OF 3 7;r7 OPTIONAL 1"MIN. 1 4 4 WOOD :`"`� o fNTERIOR BOTTOM r o m o N t RAIL r ///j a r m . 1 1/2"MIN. PL o co c EMB, L 111 i ~ EXTERIOR `—` o ;� 1 1/2"MIN. 2 E 1/4" EMBED. s Q INTERIOR, MAX' EXTERIOR SHIM 1"MLN SEE NOTE#8 1"MIN ---I ON SHEET'I OUTSWING SINGLE(X) UNIT 0 VERTICAL CROSS SECTION g. 'z OUTSW(NG SINGLE(X) UNIT SILL o VERTICAL CROSS-SECTION z S 3 HEAD JAMBo m p �o Z o x �J p 8 W M s �Q x En G W G 8 U o o � z: 4X 0/ o z o O HINGE DETAIL a a 3 REQ'D TFTm EXTERIOR NOTES: FOR PLACEMENT OF ITW TAPCON ANCHORS.IN 2X BUCK OR Z 1X BUCK CONCRETE/MASONRY.OPENINGS,SEE SHEET 3 O O. 2 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS 1"MIN. ACHIEVED. [Dl'MIN. \ j 4. 1 2 QITEM#6,(#10 X2')ONE SCREW TO BE INSTALLED IN EACH HINGE,;CLOSEST TO LLI WEATHERSTRIP. �AT SILL,PLACE ANCHOR IN SILL BASEM T QR •\, %j ' MAXIMUM SUPPORT. �. S F. _ //� z V MIN. \ // 1' MIN. .... /�� z SEE NOTE#8 % ����!VQ`, ;�,p��i� DATE: 02/20/2013 4 1 ON SHEET 1 + r = O scALE: NONE INTERIOR 1/4"MAX. 1/4"MAXDWG.BY:G.LUBBE(3E 1 1/2"MIN: SHIM SHIM4RM T ERO. Z CHK BY: SSAFFELL EMBED. OUTSWING SINGLE X UNIT 1 1/2"MIN. � DRAWING NO.: ( ) EMBED. 398 D�A61� C";LV 338 A009078 HORIZONTAL CROSS SECTION DA. Rl. 3rta»� FB)E CER �OFuR .29578 SHEET 2 OF 3 INTERIOR CONCRETE/ OPTIONAL 1"MIN. 1"MIN. CONCRETE/ 1"MIN. 1"MIN. MASONRY — WOOD 1"MIN. MASONRY 1 1/4" BOTTOM BY OTHERS 1"MIN. BY OTHERS ----- � RAIL .�_ 1 1"_MIN . MIN. 1"MIN. 1 1/4"MIN. INTERIOR TYP: CD EMBED EMBED 5 Yq • II s p Fn Z3 c v co • 2 EXTERIOR } 3 0 oNo u�i 1114" � Y000m MIN. %/ %// 1 Rcca' , I 1/4" 1"MIN 1"MIN EMB. c LL MAX. EXTERIOR a m t x 114" / 0 ca m a ii EXTERIOR INTERIOR SHIM co MAX. Y SHIM SEE NOTE#s OUTSWING SINGLE(X)UNIT OUTSWING SINGLE(X)UNIT ON SHEET 1 VERTICAL CROSS SECTION SEE::NOTE#8 VERTICAL CROSS.SECTION OPTIONAL 1"BUCK ON SHEET 1 SILL CONCRETE/ z ul OUTSWING SINGLE(X)UNIT MASONRY 3 1 0 s VERTICAL.CROSS SECTION BY OTHERS g z z HEAD JAMB EXTERIOR `; 8 •-- 4X 5 \. o O 3X 1".MIN. �• o x plMlN.- 3 IN. 1 4• -•i o ,..;`:r w INTERIOR � z co zo In Lu HINGE DETAIL \ F o¢ g REQ'D ��. ': \\ SEE ITEM#8 v MOW 1"MIN. ON SHEET 1 o Z ^ I 1/4"MAX. 0 •� /% • 'a —'1 fes' SHIM a a >- 2 2 6 m / 1 2 P7MIN.EMBED OUTSWING SINGLE(X)UNIT EXTERIOR HORIZONTAL CROSS SECTION 1 i/4"MIN. OPTIONAL 1"BUCK .. � EMBED 1"MIN. 1"MIN. e 0/0 1 z 1"MIN. P. \;. % 4 1"MIN, v EXTERIOR 1 1 1"MIN. �•.. INTERIOR % ;' 11"MIN. 1"MIN: \� \_ 1"MIN': c a SEE NOTE#8 �\ SEE NOTE#8 5 /% :• 1"MIN. \\ a 1"MIS N• •;.• ON SHEET 1 i� � �•: � IV. _ �� ON SHEET 1 p e 114"MAX.• V MIN. ° . : ... �►tuun�. 5 1/4 MAX•, SHIM a �� S F. �� z 1 114"MIN. 1"MIN. ��\: ��� �E.• O ��i z 1 1!4"MIN. ~ 61 1 SHIM EMBED. \ ��� �¢ .�� 'moi DATE 02/20/2013 EMBED. OUTSWING SINGLE(X)UNIT I-1/4"MAX. zz \ ' HORIZONTAL CROSS SECTION a �`SHIM - scn�E: NONE NOTES: 4 _ a T T owGSY;G.LUBBECKE OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS CONCRETElMAS,ONRY 1 1/2"MIN INTERIOR CHK BY. S SAFFELL MINIMUM EMBEDMENT IS ACHIEVED. BY OTHERS EMBED b :'7 � DR_AYNNG NO. ITEM#6,(#10 X 2")ONE SCREW TO BE-INSTALLED IN EACH HINGE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 39.8 DA19J � T SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HEAD OR,IAMB DA fiL �;F 04 338 A009078 �A FBPE CERT. fI A N0.29578 SHEET woe 398 East Dania Beach.Blvd. BUILDING. DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@btjildingdrops.com Product Evaluation Report of JELD-WEN., inc. Contours Premium Steel Wood Edge Half Lite Outswing Door for Florida Product:Approval 'Report .No. 3793 Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Door Assembly Sub Category: Swinging Exterior Door Assemblies Product: Contokrs:Premium Steel Wood.Edge :Half Lite Non Impact;Outswing Door Material: Wood/24 Ga.Steel Product Dimensions: 3'0"x V-8" Prepared For: JELD=WIN, iIfle. 3737 Lakeport Bled. Klamath Falls, OR. 9760.1 Prepared by:. ``����t i[►��yi Hermes F. Florida.Professional.Engineer#.3 778 ,```�� 0, X10' Date: 06/12/15 Z�:• •:�0 Contents: * : 7 --* Evaluation Report Pages 1 5 T T In stallationDetaiTs Page 6 - �a,� ••. l OP.�\www` Digitally signed by Hermes F.Norerc,P.E. �� ` �'•••....••••• G Reason:)am approving this.document ���js9/0IVAl Date:2015.06.1213:11:15-04'00' %1 Herm- rero, P.E. Florida No.73778 BUILDING DROPS Date: 06/12/15 A Perfect`Solution in Every Drop .Report.No: 379:3 Certificate of Authorization:29578 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Door Assembly Product-Sub-Category: Swinging,Exterior Door Assemblies .Compliance Method: State Product Approval Rule Method(1)(a) Product Name: Contours Premium Steel'Wood Edge Half Lite Non-ImpactOutswing'Door (Non-Impact) 3'-0"x.6'-8" Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL'#73778)for JELD-WEN Inc. based on Method 1a of the,State of Florida Product Approval,Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero,.P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval:processof the product named herein. This product.has been evaluated for use in locations adhering to the current Florida Building:Code.. See Installation Instructions A009078,signed-and sealed by Hermes F.,Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is.incompliance with the current Florida.Building Code, includine,the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors.shall.be as,listed and spaced as:shownon details. Anchor embed ment°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 require an impact resistant. covering. 4. Site conditions that deviate from the details of drawing A009078<require further engineering analysis by a.licensed engineer or,registered architect.. S. See Installation Instructions A009078 for size and design pressure limitations. Hermes F..Norero, P.E. Florida No.73778 Page 2of6 //2A BUILDING DROPS A Perfect'Solution in Every Drop Date: 06/ :3715 Report No: 3793' Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance for manufacturing:under a quality assurance program audited by an approved quality assurance entity.&certification agency through National.Accreditation&Managementlnstitute,Inc.i(FBC Organization#CER1773) P.erformanceStandards: The product described herein has,been tested per: e TAS 202-94 .Referenced Data: Reports to qualify use of 25 Ga.Steel bottom rail: 1. ProductTesting performed by National Certified.Testing'taboratory,Inc. (FBC Organization#TST1589) Report#: NCTL-210-3857-1, ReportDate:01/08/2013. Reports to qualify use of 1.688"x 1"wood bottom rail: 3. ProductTesting performed by.Certified Testing1aboratories,Inc. (FBC Organization##TST1577) Report#:CTLA718W, Report Date: 11/18/2001 The:use of either the 25 Ga'.Steel or wood bottom rail is permitted for use with steel door at the'design pressures listed herein. 4. Certification Agency National Accreditation&Management Institute, Inc. (FBC Organization.#QUA1789). 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT-001 R1 Report Date:03/13/20.09 6. Component Material Testing Of_OD'L HP Polypropylene(Spartech PP5330-C13 &.BASF HP-Pro)by Testing Evaluation Laboratories,Inc. ASTM D 1929-96,ASTM D 2843-99,ASTM 635-03,ASTM G26=95 &ASTM D 63803 Report.#: TEL 013110297-A,B,C,&D Report Date:12/01/2010 Report#: TEL 013110299-A,B,C,&D Report Date:12/01/2010 Hermes F'.Norero, P.E. Florida No:73778 Page.3.of`6 BUILDING DROPS A Perfect Solution in Every Drop Date: 06/12/15 Certificate of Authorization:29578 Report No: 3793 Equivalence of Test Standards: Various test standards have been.evaluated for differences in test methodology,if any,,between tested editions of the test standards.listed below and those editions referenced in the current Florida.Building Code. Jeld-Wen,Inc.has tested their products to the following test standard edition(s): 1) ASTM D635-03 2) ASTM D1929-96 3) ASTM E84-08 4) ASTM G26-95 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM D635-06 2) ASTM:D1929-96(.00)e01. .3) ASTM.E84-09 4) ASTM.G155-05a 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 mini munri requirements of the current FBC.including H.VHZ provisions. Hermes F..Norero, P.E. Florida No.73778 Page 4 of`6 BUILDING DROPS A Perfect Solution in Every Drop Date: 06/12/15 Certifcate of Authorization:29578 Report No: 3793 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate;,use#10 Wood Screw type installationanchors of sufficient length.to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use.3/16"diameter ITW Tapcontype concrete;screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(A009078)for anchor spacing and more details of the installation requirements'. Design Pressure: Design Pressure Positive 55'PSF Negative 55 PSF Hermes F. Norero, P.E. Florida No.73778 Page 5 of 6 BUILDING DROPS A Perfect Solution in Every Drop Date: 06/12/15Report No: 3793 Certificate of Authorization:29578 Installation Method JELD-WEN, inc. Contours Premium Steel Wood Edge Half Lite Outswing Door 371/2"O.A._—j FRAME SIZE 6"TYP.—+- —«� -,.._6"TYP. w f co 6"TYP. tu ur d C) � 17" O.C. ca TV. z cin 6"TYP. 0 O t I 3-0 X 6-8 OUTSWING (16)ANCHOR LOCATIONS Hermes F. Norero,P.E. Florida No.73778 Page 6 of`6