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, <, tt OrM Publications � Contact Us 6CT5 Site Map Links Search t EE User Registration HotTopics Submit Surcharge Stats"Facts t BCIS Home t Log In Product Approval USER:Public User >Application Detail Produ A pravat Menu>Product or Aoplicatio„Yn Search>QP_Plication List FL# FL15449-R10 --� Revision Application Type Code version 117 RECEIVED Application Status Approved JAN 3.l 2(120 CommentsST. Lucle County, Permitting 4 Archived ' fes Product Manufacturer f NeNewSouth Window Solutions Address/Phone/Email 10741 Cross erce Blvd. tampa, FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbidoconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category CExteriororsSubcategory erior Door Assemblies 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 the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King, P.E. ' Validation Checklist-Hardcopy Received i Certificate of Independence FL15449 R10 COT (d) Certificate of Tridepenclence.pid Referenced Standard and Year(of Standard) standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/W DMA/CSA101/I.S.2/A440 2011 i axle (d ASTM E1886 ASTM E1886 2005 �� 2013 -' ASTM E1996 2014 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By ` | ' Sections from the Code * � Product Approval Method Method zOption D Date Submitted on/zy/Zozy Date Validated 0690/I019 / Date Pending rocAppnna| 0*/27/2019 Date Approved 08/13/2019 Summary of Products FL# Model,Number or Name Description 15449.1 a. 6000 Series I Model 6200 Extruded Vinyl "Non-Impact"Sliding Patio Door-(XO or OX Configurations-Nominal ST x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 RIO Il )Inst 15449.1.'pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.1 for Design Pressure Ratings, any FL15449 R10 AE b) Eval 15449.1.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes 15449.2 b. 6000 Series/Model 6200 Extruded Vinyl"Non-Impact"Sliding Patio Door-(XO or OX Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 RIO II b Inst 15449.2.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE 4-3409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.2 for Design Pressure Ratings, any FL15449 RIO AE (tt)_Eval 1 44 .2 df additional use limitations, installation instructions and product Created by Independent Third Party: Yes 15449.3 c. 6000 Series Model 6250 Extruded Vinyl "Impact"Sliding Patio Door-(XO or OX Configurations-Nominal 8'0 x 8'0) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15449 RIO II b) Inst 15449.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon R Schmidt,RE. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15449.3 for Design Pressure Ratings,any FLIS449 R10 AE g) Eval 15449.3.pd additional use limitations,installation instructions and product Created by Independent Third Party: Yes particu ars. 15449.4 > d. 6000 Series Model 6250 Extruded Vinyl"Impact"Sliding Patio Door- (XO Configurations- Nominal 8'0 x 8'0) or OX Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15449 R10 11 (l2)_1a9J5_449_-A_-Qdf Approved for ustW-t . T side HVHZ:Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant%, es p Created by Independent Third Party: Yes Design Pressure: N Evaluation Reports Other, See INST 15449.4 for Design Pressure Ratings, any FL15449 R10 AE ( Eval 15449.4.p-df addffional use limitations,installation instructions and product Created by Indepen ent Third Party; Yes 15449.5 e. 6000 Series/Model 6400 Extruded Vinyl "Non-Impact"Sliding Patio Door (OXX0 I Configuration-Nominal WO x 8'0) Limits of Use Installation Instructions Approved forJuse outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See IN§T 15449.5 for Design Pressure Ratings,any FLIS449 R10 AE (b)_Ev2L15 f additional use limitations,installation instructions and product Created by Independent Third Party:Yes 15449.6/ CcConfiguration -Nominal 9'0 x 6'8) f. 6000 Series/Model 6350 LExtruded Vinyl "Impact'Sliding Patio Door-(OX0 | � r TWIND, Omsolur�o s : m 98'MAX.OVERALLFRAME WIDTH: rOakFovew"Tcunrxj,FL33610 39.63"MAX. 4 ``` 3}>ro D.LO.WIDTH ! dm d tttNat. d N ` o.a c{i 6000 Series Model 625Q six C Si dein : Patio Door s 1ftmmcT" 8 a 0 X � GENERAL NOTES S 1. This product has been evaluated and is in compliance with the 6th Edition .1 (2017)Florida Building Code(FBC)including the"High Velocity Hurricane1one" � a (HVHZ). S 2. Product anchors shalLbe,as luted and spaced as shown on details.Anchor embedment to base moterial shall be beyond wall dressing or stucco. N 3. When used In the"HVHZ",this product compiles wJtttSection 1626 ofthe:Florida o q Building Code and does not require an impact resistant covering: N N 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further in engineering analysis by a licensed engineer or registered orchitect. g U TABLE OF CONTENTS MAX MAX DESIGN PMURE SHEETT# DESCRIPTION FRAME D.L•O. INTERLOCK GLASS DIMENSION DIMENSION WE ? n 1 Typical elevations,.esign pressures&general notes POS. NEG. aic 6 15 15 z 2 Horrtontai cross sections 3963 96.0"X96.0" . °x e3 d3" ALUM GT +50.0 -55 0 3 Vertical cross sections wstar: N.T.S. IS 4: Buck an on am JK m tome anchoring cex..w, LFs 5 I of materials,glazing detail and components �. bawrmc xa: ¢ FL--15449.4 asn¢T I or 5 n a r 3 2 m iWS � $prq %Mv EXTERIOR3 G7Co H•• j NOTE:Sheet Metal p G 7 a 2 o Screws must penetrate a E@ o 2 2 X a min.of 3 threads NOTE: m o A ttdough the steel scud n 1.Item G;spaced 3"from each end 2 (maintain a min. and d more equa9y spaced(8 totol). ' o 318"edge distance}. 2,F'ued panel secured to frame with g£g va z n G SEE NOTE 2 Hem G,91 from each endand2 g a 7 more equally spaced(d total). INTERIOR 15 3 4 HORIIONt L CROSS SECTION S 2 Steel Stud Construction Gl =UK 1-IX MIN. I-1/d"MIN, ti EMB.(fYP.) C EMB.{TYl'.} a a v SEE NOTE T °•:. m 0 a 2 3 EXTERIOR 3 G 10 2 K v A v G EXTERIOR 4 ° ' z p 5 20 z O O� D 4 L1 G SEE NOTE 2 G7 Q o 1 d v INTERIOR74 2- 14 ld G1 INTERIOR 10 30 ncrE 6 15 15 z E Q F 7 K N 7 M M.af: JK CMC LFS 3. ' 7 HORIZONTAL CROSS SECTION' 2 HORIZONTAL CROSS SECRON 3 HORIZONTAL CROSS SECTION otuwM xo.: N 2X Buck Masonry Construction ALUM INTERLOCK L 2 J1X Suck Maeonry-Const-00. FL-15449.4 n SHM 2 ov 5 p 0 r i RAClient s0few South Windows PERMANENT\A.Florida Product AppramisVL 15449 Sliding DooAC-Drawings\FL-15449(DTI)RM-154493-5:dws 33 ,. WN so v o� o� p � Q o- a 9 . 1-1l4'MIN. EMB.VYP-j 1 I � >'e NA V o v H co o i T�+ m17 p rn o V > t co 1-114,MtN. fffF EMI,(IYP,) r No.41408" Z .0 *, gg SS�t FJanuary 23,2018 q y PRODUCT: LMeumerrts Prepa»e BY- - •" �. I, ss�e �Rii i - i' I NewSouth Lyndon F. Schmidt if '�••'" �"` w P.E No. 43409 g a r ` y 2 1 22 78 ADD STEEL STUD AN JJKPARTOR ASSEMBLY: (,D E3Utt01NG CONSULTANTS, INC. CAI . .. ,.Volrtco, FL,33983 NO DAT£ CROSS TS ONS Phone t9o.:833.838.9187 REVISIONS TOPE CA No. 99i3 m 2016 R.W.'HUU•OINp OGN6uLTAWS IN6: -- r s , t%tlll till q• `I" ;n . �P) r�R) 3'f?tel El 6Jw II TT I!nI I da TYP. ti 3 I I —0 F 2X BUCK m II DIRECTTO I I G _ pn . Il MASONRY i 31 w 2X II M .1X BUCK I I 2X BUCK H I! BUCK II _ T STEEL STUD DIRECTTO M " FRAME TYP.@ HEAD I i MASONRY I J x II BUCK AND JAMB I I 1X BUCK N C' z q S MASONRY II T^o MASONRY i SIEELSTUD T en 2X BUCK H m S gPEN1Nfii �I OPENING tDIRECT f MASONRY M I Io ii '.. t f J (TYP-) Tzeucs< N a U II I I STEEL STUD T x x t12 oS !I a N 2XBUCKANCHORING FRAME ANCHORING JAME TRACKS i o 1" ovi CONCRETE ANCHOR NOTES: 1..Concrete anchor locations at the comers may be adjusted to maintain the min. a I} edge distance to mortarJoints. s 2.Concrete anchor locations noted as"MAX,ON CENTER"must be adjusted to o ;3 moln fain the!'min.edge distance to morfarjointsl;additional concrete anchors W�NdiT z 'may be requhecl to enswe the MAX.ON CENTER dimension are not exceeded. 2' 3. Concrete anchor table.* /tNCHQR ANCNCJt# MfR Nf►N CLEARANCE MIN CLEAtlANCE' 1. 6MBEL5MEA[T 7Q MASQNRY TO ApJt4GENT o z TYPE SIS d ITYV a 114" T"i/4" 2" 4" ATE 6.15 TAPCQN N.T.S. 9 qCO - T-114" Own BY. JK 'm ' ULTRACON: WOOD:SCREW INSTALLATION NOTES: M. LFS DpAWING46 ND.: 1.Maintain a minimum 5/8"edge distance,)"end distance,&V o.c.spacing of FL-15449:4 a wood screws to prevent the splitting of wood. o I c sNFEt 4 OF $ u BW OFMATERIAIS REM:#' Dt3Qte wN A 1X BUCK SG 0.42 WOOD, i pp6•: 1 {c � �� 8- 2XBUCK SG>=(1.42' WOOD " C 1/4"MAX:SHIM SPACE w° 8 Q M D: i/A".X 2.3/4"PFH ELCO OR ITW CONCRETE:SCREW 'STEEL o rrr� MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI GIABNG eEAD 4'� "I'll, E 301 OR HOLLOW BLOCK CONFORMING:TO ASTM'C90 CONCRETE . 3 2. O> t t ^'z F- #10 X'7'PPH SMS{1-3/16"MIN.EMBEDMENT): STEEL G #8 X 1 PFH SMS STEEL E 9 u=a Ho #10 X 2=117`PFH SMS jl-1 IA"MIN,EMBEDMENT): STEEL �—{'� 5 5" "� e'LZ., J #6 X 2-U4"H S iTW.CONCREfESCREW: STEEL ���� o K' #6 X 3/4'PPH SMS STEEL �+: 0.06 0.055' O.OB vz M. 114'.X kw PFH t1W CONCRETE SCREW.. STEEL -e =V== �° �} Oa N 1!4"X:3 3/4"PFH ITW CONCRETE SCREW.. STEEL J j T. #1046 PH SELF-'-,DRILLING SMS STEEL X STEEL STUD Min..Thk 0;054"(ASTM A653 GRADE 50 Fy--50 ksi Mn.,Fu=6513i min:) STEEL4 F�iM ' 1 FRAME' PVC T F ME d 2 SASH STILE* PVC60 v z 0 3 GLAZING BEAD' PVC F--IM'�' o n 4 FRAME CAP' PVC : R co 5 INTERLOCK(6063-T5 ALUM) ALUM : () 4.53" —• z B 6 SILL CAP(6063-T5 ALUM) ALUM ie o 7 SASH.TOP AND BOTTOM RAIL* PVCI o a . 0 8 SASH SUPPORT,(6063-T5 ALUM) ALUM 9 ROLLER SUPPORT 1606345 ALUM) ALUM 10 REINFORCEMENT(6065 T5 ALUM) ALUM e 0.07' 88 11 FIXED TRACK 6065-T5 ALUM) ALUM 21 12 SILLROLLER TRACK(6063-T5 ALUM): ALUM 066" i r- 14 REINFORCEMENT(60657T5 ALUM)': ALUM 5 A IMERLOCK c� 25 ROLLER ASSM : STEEL ty 30 LOCK AND HANDLE. m 31 ISTRIKEPLATE 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS:FOR WINDOWS ARE TO BE PRODUCED m EL BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATIONS PROGRAM$FOR RIGID PVC EXTRUSIONS". SASH TDP AND eoTTOM PUTT 7 8568556055 o a: 6.87'GLASS BITE 0.065° s 1"O.A.GLASS THK. � 3/.16'TEMPERED GLASS 1.29"•--�''_� 1� �1.W q a AIR SPACE 118"ANNEALED GLASS 083" 6 CAP P..: 0 356Ast•52�OV_-- -- _i�a¢ �. �-0.09("BUTACTTE RV8INTERLAYER, Af ¢ ^a a m GLAZING SILICONE 1/8 ANNEALED GLlSS �. 6' (DOW t i49) 15 ALUMINUMSPACER _ 0.095 a 004" 6 15 0.08 s� N.T.S. 'a � GtAZTNG AETAJL ¢Z � 1 tnvc.BY JK: m. GT F--t 83" cwc.B4: LFS 3 y RflNFORCfMfM T4 EMEMUEl 34TRACK 2FORCT2 5J5{ TRKTO N3NOTE>GLAZING>36WIDE REGUIRESWO(2)SETTING BLOCKS �A43S # CONFORMING TO FBC SECTION 2411;3..3.1 Ft-T 5449.4 � setir 5 aF 5 � y SCIS Home ! Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map inks Search Product Approval KF--N r *USER:Public'User �zh 14 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16851-R7 Application Type Revision Code Version 2017 Application Status Approved RECEIVED Comments JAN 3 7Q2� j Archived unty, Permitting Product Manufacturer NewSouth Window Solutions Address/Phone/Email a Blvd. tampa, FL 33610 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hun 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 the Lyndon F Schmidt Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 i Validated By Ryan 3. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16851 R7 COI (g) Certificate of Indeoendence.pdf I Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2011 AAMA/W DMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201, 202,203 1994 Equivalence of Product Standards--file lr� Certified By "Ay i Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 06/07/2018 Date Validated 06/26/2018 Date Pending FBC,Approval 06/27/2018 Date Approved 08/15/2018 Summary of Producttrs, Go to Page t. .__.._...._..., elikf Page 1/ 20 0 FL# Model,Number or Name Description 16851.1 a. 9400 Single Hung Window Extruded Vinyl "Non-Impact" Single Hung Tilt Window New Construction with Nail Fin (O/X-configuration) Limits of Use installation Instructions Approved for use in HVHZ: No FL16851 R7 II (J2) Inst 16851.1.124 Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.1 for Design Pressure Ratings, any FL16851 R7 AE (J2) Eyal 16851.1.p_df additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 16851.2 b. 9400 Single Hung Window Extruded Vinyl "Non-Impact"Single Hung Tilt Window with Flange(O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II ( Inst 16851.2.{df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.2 for Design Pressure Ratings, any FL16851 R7 AE (J2) Eyal 16851.2.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 16851.3 c. 9450 Single Hung Window Extruded Vinyl "Impact"Single Hung Tilt Window New Construction with Nail Fin (0/X-configuration) Limits of Use Installation instructions Approved for use in HVHZ: No FL16851 R7 11—(12) Inst 16851.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.3 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.3.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 16851.4 d. 9450 Single Hung Window Extruded Vinyl "Impact"Single Hung Tilt Window iwith Flange (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (J2) Inst 16851.4.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: See INST 16851.4 for Design Pressure Ratings, any FL16851 R7 AE (J2) Eyal 16851.4.E additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 16851.5 e. 9450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Tilt Window)New Rated- HVHZ Construction with Nail Fin (O/X- configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 II (¢) Inst 16851.5.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: See INST 16851.5 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. r 851.6 f. 9450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Tilt Window,with Flange` Rated - HVHZ (O/X-configuration) v Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FL16851 R7 II (¢) Inst 16851.6.pdf Approved for use o Kde HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: es Created by Independent Third Party: Yes Design Pressure: NST Evaluation Reports Other: See INST 16851.6 for Design Pressure Ratings, any FL16851 R7 AE (j1) Eval 16851.6.12 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.7 g. 4400 Single Hung Window Extruded Vinyl "Non-Impact" Single Hung Window New Construction with Nail Fin (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 11—02) Inst 16851.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.7 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.8 h. 4400 Single Hung Window Extruded Vinyl "Non-Impact" Single Hung Window with Flange (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (d) Inst 16851.8.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 16851.8 for Design Pressure Ratings, any FL16851 R7 AE (d) Eval 16851.S..odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.9 i. 4450 Single Hung Window Extruded Vinyl "Impact"Single Hung Window New Construction with Nail Fin (O/X- configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (d) Inst 16851.9.p-df- 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: See INST 16851.9 for Design Pressure Ratings, any FL16851 R7 AE (d) Eva[ 16851.9.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.10 j. 4450 Single Hung Window Extruded Vinyl "Impact"Single Hung Window with Flange (0/X - configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (c) Inst 16851.10.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 9 / Evaluation Reports Other: See INST 16851.10 for Design Pressure Ratings, any FL16851 R7 AE (d) Eval 16851.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.11 k. 4450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Window New;Construction Rated - HVHZ with Nail Fin (O/X- configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 II (b) Inst 16851.11.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: See INST 16851.11 for Design Pressure Ratings, any FL16851 R7 AE (¢) Eva[ 16851.11.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 16851.12 11. 4450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Window with Flange (0/X Rated- HVHZ -configuration) Limits of Use I Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 II (b) Inst 16851.12.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: See INST 16851.12 for Design Pressure Ratings,any FL16851 R7 AE (b) Eval 16851.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.13 m. 4000 Twin Single Hung Window Extruded Vinyl "Non-Impact"Twin Integral Mulled Common Jamb Singe Hung Window New Construction with Nail Fin (O/X y 55'MAX..OVERALL FLANGE WIDTH IVU 0�1 K= m 5V MAX.OVERALL FRAME WiDTH A '• 6 m wenWINDOWso�uTioNs 12 4941:...a a�IvdTamia,FL 336'10 .. .. v � ua gpoa 6 vo 9450 Sin le HunWindow Oa Q g o i IMPACT RATED - HVHZ . W 0 ap W/Flange e O GENERAL NOTES z c� 3: 1. This product has been evaluated-and is in compliance with the 6th Edition a p (2017)Florida Building Code(FBC),including the"High Velocity Hurricane al Zone"(HVHZ),. g / 2. Product anchors shall be as listed and spaced:os shown on details.Anchor G: embedment to base material shall be beyond wall dressing orstucco, h w F v ry 5 3.. When used In the"HVHT',this product compiles with Section '1626 of the Florida 3 R BuildingCode and does; require an impact res'rstant:covering:. $o a o 4. For.2x stud framing construction,anchoring of these.unitsstiall ba the some as o a; L ; that shown for N buck masonry,construction: o x Q 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer orregistered architect. a Q _ W MAX©VERA ,...? WILE OF COMENJS DESIGN'PRESSURE �. tfAYYt1E bAY111> GUISS "z B SHEEN. DESCR1PHON ..: F1i1NGt? FRAME OVIVIEfIS10N RJlNENSIOfJ 1YP1? H a n w—z 1 tear a evatlons, esign pressures&generbl notes D►MENSION DIMENSION (OPERAgtE} ) ;. ...t'OS.,s ...:NEGr:'.+ rMn 2119114 ? ED 2 Vertical.&hoftohtal cross sections _ svac;. N.T.S. 9 S&VX77:0" 54A°X760 47.Wx34.3r 49:78"x34.9' G1,.G2 +55:0 6S.0 s 3 Verticol:&horizontal crass sections on.BY: JK m 4 Buck&'frame anchoring3 � 38.0"X63:0" 37.0"X 67..0" 90.25"x 27.3E" 3279'x27SP G7,G2 +($;0 =85:0 °�`@'` �f3 � 5 Components DR mM no.: v 6 Bill materialS':and lazing details FL-16851.6 0 Note:ThLs:product,:when used With Gl glazing,is not approved for use above 30 feet in the'MHT'. ro a mw 1 or 6 r a NOTE:Sheet Metal Screws must Penetrate a min.of 3 threads a .0�.'. K through at least 2 sheets of metal. E b—�—•— __ � ��y • d •'a' y S.0 121. f. a 'v�•' 0 Q v 21 INTERIOR z 'i��•'••.... ��� �.o mm 2 p 'rrrrglrr rgti ���``` Z'm d F C 8 e ~ 90 ca . a a mda4 4Cd z 3 2 .,''L x ` N d 1 14 2 3 Q 11 SEE NOTE 1 0 / GI G2 2 EXTERIOR G2 GI P 10 } zw F 4 HORIZONTAL CROSS SEC17ON m as`� 3 2 Metal Stud Construction = w �o NLock and keeper located T'from 2 INTERIOR each end of lock/meeting rail. E of 6 & EXTERIOR a a 1-1/4"MIN. 20 (Typ) �+ . EMB.ITYP.) 9 B A o♦ G2 G1 8 o a C • �NF a ♦ 1 INTERIOR 1 C 00 g N F Q18 4 4 IS 22 13 o m 21 / G1 G2 . 21 Wza� o ♦ ♦ ♦ p24 F S a_ • 9 a 2 Ci Ci Z v p` Cd Q— J Z d • • �N�N�� .m .v a 3 3 m� ♦ � M N z n E ° are 2/19/14 i EXTERIOR q. scae: N.T.S. 09 $ 2 Gt G2 2 1-1/4"MIN, aHc.as JK 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECDON EMB ) 3 VERTICAL CROSS SECTION : LFS z 2 2X Buck Masonry Construction 2 1X Buck Masonry Constnrctlon 2 2X Buck Masonry Construction FL716851.6 0 0 O srrttt...2 ov 6 a' NOTE:Sheet Metal Screws must �k .•�. 4i1 .. R. perietrate a min.of 3 threads O • ° • �:9'�,'' :. •�- o through at least 2 sheets.of metal: ♦ r n -/2) �m 3 v. Q v 21 INTERIOR >° P z L o r` o_ t / c\1 X 3 2 3a 14 J 12 11 SEE NOTE I z Nz 2 GI G _o EXTERIOR G2 G1 - 10 0 c 4 HORIZONTAL CROSS SECTION m a 3: V Meal Stud d Construction J � cINTERIOR k and keeper located T•from 1.Note:Loo each end of lock/meeting rail. r Pe SF C E 6 ±5 n 5 EXTERIOR a 1-1/4"MIN. MAX.DESIGN PRESSURE FOR ALTERNATE - 20 (TYP) EMB..(M.) ANCHORING LOCATION SHOWN ON THIS SHEET A 9 8 (FOR FRAME WIDTH>VOR FRAME HEIGHT>621 G2 Gl U z ILI 00 8 1 INTERIOR 1 o cw L 19 4 A 18 22 (J 13 0 8_ 21: G7 G2 21 24Zo N o L a: V (�CRM \ 6pP .S F o0t9� Q W W B z, u'S Q ♦ ON01�ro� Q' g • ev hN.•IN^z g E a DATE: 2.T9 74 i. - D EXTERIOR D 2 G1 G2 2 1- `MIN, owo.8w. JK m. EMB.(TYP.) aBL By. LFS 3 E 1 HORIZONTAL:CROSS SECTION 2 ' HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION Bw:xwa No.: q �3J2XBuckMasonryConstruction 3 IX Buck Ma 2X Buck Mason Construction a � sorBYCortsiruction 3 Masonry FL-(6851..6 w 0 a r "%%``````,1 A. ��• �y n 1 n _z r 3 EO.SPACES i m 11'MAX.O.C. i o m .. [TYP) i .• a• IMP.) 1iJ►i►►►* iT §o m a ^ 'oz°� L N Lm moa S iy �C SASH p ( 2X BUCK - tj ft SASH Ova 2X SUB D 1 X BUCK BUCK FRAME K STEEL STUD 3 o TYP. +G Z 2X SUB j F MASONRY D � BUCK = > o OPENING TYP. MASONRY SASH OPENING N m 0 � of a � —i I 11 I r p 4 O 4 ~N� a BUCKANCHORING FRAMEANCHORING N 3 g .N m ?O CONCRETE ANCHOR NOTES: k o o v s 1.Concrete anchor locations at the comers maybe adjusted to mainfain the min. o0 d edge distance to mortar olnts. D '2 Concrete anchor locations noted as MAK ON CENTER'must be:adjusted to n^ ^ _ maintain the min edge dstance to mortarjoints additional concrete anchors w z may be required to ensure the MAX ON CENTER"dimension are notexceeded. _$"2�^r N Q z 3 Concrete anchor table NIIN CLEARANCE MIN CREARANCE z A�ENOTl ANrr`HOR MIN TYPL SlIE EM9EQMEtYf TO MASONRY JP'A6JACTW" '•. £OGE AINCHCIR: < Dor- 2/19/14ffw i ® sau. - N.T.S. ° TAP ON 1/4" 1 T/4". 4 4" Dwd.ev: JK m "CO 1/4' 1.1/4' 1' +" 3 ULIRACON cxw er: LFS DMWYlG ND.: R � WOOD SCREW INSTALLATION NOTES: v I.Maintalnaminimum 5/8"edgedistance,1"enddWance,&1"o:aspacingof 1`1.716851,6 0 N wood screws to prevent the spBtHng of wood. SNeer 4 of 6 V �i . R1Gients\New South Wlndaws PERMANEN7\A-Florida Product Approvals\FL•16851Single Hung\C-Drawings\FL-168512x17)\FL-1685]-6drzyr5-2 - . .' .. MY I 329' P W I A,J 0.067' h N Ol D El� P - N 0 � D L . 219" 274" m 1.24" a qT � N � l y i z o — O z 1.66 w m O ' O O A s I o C F�026" v_ . � S , 3 T I rn c 1.42 A o � I o .rl o V�=CT at0 v c m y as 0 217° O 0045" ,ttlttnliln // SCH>y* •,, L/ = No.43409 October 12,2017 5 Q PRODUCT: Deeument.Proporr d er•;� ••.• . +� 7` Iy. 5 10 08 77 UPDATE 70 6TH E0. 2017 FBC JK' _SINGLE HUNG WINDOW Lyndon F. Sehmldt �'�' F N 4 2 73 17 ADDED-37k62 WINDOW SIZE LFS P.E.-No. 43409Wp I� z 3 9 27 16 ADDED ALT.ANCHOR LOCATION LFS cD L u..2 12 17 15 ADD GLAZING DETAIL ... JK- -PART.OR ASSEMBLY:- BUILDING CONSULTANTS,.INC..- I� to 1 6 26 15 UPDATE TO 5TH ED. 2014 FBC LFS e/li�P.O. Box 230, Valrloo, FL 33595 NO DATE BY Phone No.: 813.659.9107 REVISIONS COMPONENTS FSPE C.4 No:'9813 O zat a R.W.6uamwa correuer<.Hra lr.c. I ' I I I BILL OF MATERIALS. •�,``'�jrttti* r '',,',fes: m MM r. DESCM/00B" MATERIA! �C: g . 2XBUCK{SG>=0.55) WOOD J d C 1/4"MAX.SHIM SPACE s `� D 1/4'X2-3/4"PFH ELCO:OR ITW CONCRETE SCREW STEEL rA m MASONRY.3.000 PSI MIN.CONCRETE CONFORMING TO ACI ~w5' v E 301 OR HOLLOW BLOCK CONFORMINGTO ASTM C90 CONCRETE. ��'i�} '•••...•• ��`�� y F " 910 X2"PPH SMS(1-1/4"MIN.EMBEDMENT) STEEL G 2X STUD(SG>=055} : WOOD H #l0 X 2-1/2"PPH SM5 STEEL GLASS BITE 7/8"OA,GLASS THK. 9 m J STEEL STUD Min.ME! (ASTM Ab53 GRADE 33 FY-33W min.,W=dS kst min. STEEL ci K 111 0 PPH SELF DRTUlNG SMS STEEL GLAZING:SEALANT a a m a a L #i0X2"PPHSMS(1-1/7'MIN.:EMBEDMENi) STEEL (SIKAFLEX-552) x` ' 1 p UDEDVlNYL:FRAME 465}* RIGID'PVC e2 - UDED VINYL GLAZING BEAD(736A)* RIGID PVC' mr ANNEALED GLASS (LSILL (� s3 UDED VINYL GLAZING BEAD(425A)" RIGID:PVC (_j � `--0•d9D"SAFLFX9PVB INTERLAYER * RIGICI PVC. 5 STILE((438)'. RIGID:PVC CD �—I/B"ANNEALED GLASS o 6 MEETING RAIL(477)* RIGID PVC. AIR SPACE _z 7 LOCK RAIL(476)* RIGID PVC 1/8"ANNEALED GLASS 3 11-N- 8 BOTTOM RALL(485B)* RIGID.PVC. Mz 9 MEETING RAIL REINFORCEMENT 6063-T5 ALUM METAL RBNK}RCE}BLRYt o a 10Z9 — LOCKRAIL:REINFORCEMENT 6063-TS ALUM _ J� II SASH.LOCKo Not approved for use above 30 Leet in the"NVHZ". ;5 12 KEEPER 13 BOTTOM RAIL REINFORCEMENT 6063-T5 ALUM GT G41YiNG DETAIL a : a �€ 14 HEADADAPTER(473)• RIGID:PVC 18 STILE REINFORCEMENT 6063-F5 ALUM m G 20 WEATHERSTRIP' o 21 BALANCE COVER(468) RIGiD PVC' s/8" ILI 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE 14671" RIGID:PYC GLASS BrrE 7/8 OA.GLASS THK. N 24 BULB GASKET(AMESBURYJ FOAM GLAZING SEALANT N 3 N *THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY (SLKAREX-552) $o Q EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 1/8"ANNEALED GLASS a a 0.090P SAFIBXffi PVB INTERLAYER o ti rzy o 1/8"ANNEALED GLASS a o Q Q AIR SPACE M i 1/8"TEMPEREDGLASS METAL REINFORCE}BUTYL .�+ usa Mty^ZU G2 GIAZINGDEEAIL oarEq 21171 z Q scra: N.T.S. 3 s ovrta.s X m $ NOTE:GLAZING>36"WIDE REQUIRES TWO(2)SETTING cm: LFS 3 51 BLOCKS CONFORMING TO FBC SECTION 2411.3.33 °R""""'c N0t < FL-18851.6 z � sear 6 OF 6 g d s I a yy99 * BCIS Home Log In I User Registration i Hot Topics :` Submit Surcharge Stats&Facts s Publications Contact Us itl BCIS Site Map y Links ( Search F) dda ', Product Approval '.� USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail �N9 •' FL# FL17472-R3 Application Type Rev+ "on Code Version 2017 JAN 31 - 020 Application Status Approved ST. Lucie County, Permitting *Approved by DBPR.Appr ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer �.stern Architectural S s Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext 4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext 4314 thoard@0easternmetal.com I Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 i Equivalence of Product Standards Certified By i lie C 013y, Product Approval Method Method 1 Option A Date Submitted 02/14/2018 Date Validated 04/04/2.018 Date Pending FBC Approval Date Approved 04/11/2018 Summary of Products FL# Model, Number or Name Description 17472.1 'HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use, Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R3 C CAC EAS 622-104CAR PDF i Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2021 Design Pressure: N/A Installation Instructions Other: See drawing set for mullion size,angle and design FL17472 R3 II PA-0004 SS 2018-02-14.pdf pressure rating Verified By: Hermes F. Norero, P.E.73778 Created by Independent Third Party: Yes i Evaluation Reports FL17472 R3 AE PER5504 SS 2018-02-14 pdf Created by Independent Third Party: Yes 17472.2 'HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R3 C CAC EAS 622-101 AR PDF Approved for use outside HVHZ:Yes FL17472 R3 C CAC EAS 622-102CAR PDF Impact Resistant• e FL17472 R3 C CAC EAS 622-103 -AR.PDF Design Pressure: NTA FL17472 R3 C CAC EAS 622-105CAR PDF Other:See drawing set for mullion size,configuration and FL17472 R3 C CAC EAS 622-106CAR.PDF design pressure rating Quality Assurance Contract Expiration Date 07/18/2021 Installation Instructions FL17472 R3 II PA-0003 SS 2018-02-14.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R3 AE PER5505 SS 2018-02-14.pdf Created by Independent Third Party:Yes Bark *text Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cgpyright 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 dick here. Product Approval Accepts: mwlq � Rm Credit Card Safe 9 I EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES: �Wl� 4 W2 --�{ �W1 T WZ 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. MULL 4 INDIVIDUAL UNITS-ATTACHED TOMULL1 NSMUSTBEIMPACT RATED. /I �� p p SPAN'L' 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE ANCHOR CLIP, � -- ------ - _ - RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TMP FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. VERTICAL SPAN 5. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN T' MULL FOR THE PROJECT OF INSTALLATION. 4 I—SPAN'L' 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLTOP% SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, 'WZ' A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. 7. MULLION&CLIP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) 8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. / / 'Wl' 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES, ANCHOR CLIP, A 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4 SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL IIT MULL SPAN MULL INSTRUCTIONS: ~I SPAN T I� 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. / 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. '1Al2' TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: p • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. / • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. p SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. / 'W1' 2 - MULLION DETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN 11I 3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. / 4 - MULLION SECTIONS 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 5 - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN 6 - 1"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 7 - 1"X 3.1/8•(HEAVY)MULLION DESIGN LOAD TABLES 8 - 1"X 4"MULLION DESIGN LOAD TABLES \\ // \\ S F. /,,� REVISIONS EASTERN AA DI ISICTURAE SYSTEMS 9 - 2"X4"MULLION DESIGN LOAD TABLES �� ��, �� Eastern nolvlslDN or EASrcm METAL SYPPLY 10 _ +\ V •. I ISKI DOMESTI<AVE. 2"X6"M ULLION DESIGN LOAD TABLES ,r .>•.uMr«uw•. «o oars: FT MYFRS.il339II 11 - MULLION ASSEMBLY AND LOAD EXAMPLES 7 rmE: * , * HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS W GENERAL AND INSTALLATIO(J NOTES O '•, ( P:'��/C DATE:Dvvmor. PIEEPAREDeY: •••••••• Cj� � 02/05/13 TJH / p �' c\ \ DMYIINONO: S_E: BUILDING DROPS.INC. Digitally signed by Hennes F.Noraro,P.E. / $ \\� SM 3/6/18 6TH ED.FBC UPDATES 1 PA-0003 N.T.S. s� AUTFOPE HORIZATION TmN N0.OF Reason:I am approving this domoment {l�Iln1�(EpE N sNEET. _ RE¢ 29578 Date:2018.02.14 15:50:49-05'00' ace nINA IrEA 5700 BY DATE OESCNIPTION REV - -' - - FM mm.ec wTxomnmON NO.zPSTe 1 OF 11 - 2.000° I �+ — -- o.zso0.250""- — —— — -- 1.0001, —� 2.000° I- --� I--- 1.000" --I I-- 1.000" -- - - 0.250" 0.250" 6.000" 0.125" � 0.125" � 4.000" 4.000" 3.125" 3.125" 0.375" 0.625" 0.250" 0.250" 0.250" 1"X 3-1/8"(LIGHT) 1'I X 3-1/8"(HEAVY) 11'X 411 2"X 4" 2"X 6'1 MULLION MULLION MULLION MULLION MULLION SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. \\\ �Ii F. / REVISIONS EASTERN MCIIITECNRnL SVBTEM9 •• , `\ O '°"�' -astern A DIYISIDN OF `,\ �L • L� I� EASTERN METn1 BYPPLY • % / 163C1DDMESRCAVE. • FT MVERS,F133912 7 - AFFJ01-2190 TRLE:n * . * HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS S MULLIONCROSS SEC TIONS 0 '•.T� '••......•Pr C ODArE:oawNay rRErnnEDer---- '�� ` 02 OS 13 TIH � BUILDING DROPS,INC ��• \\` -A D S�EN.T.S. FBPECE71ONNO.29 _ DRAV - --—-— P 0.�5� P - 003 nurxoalzanon NO.29578 -- OROA EG R SwM By =T.QDATE DE-TION REV 2 OF 11 iBFE i AUTNOWATION W.n578 -- - - r, �4.. 4��� �5��� �59� 0 0 2.25' o � 25" 0 0 0 2.25" 1.75" 2.625" 3.375" 02.25" 0t2. 2.25' o 77 0.1 ' 2 4.625" 5.375" 2 125 0.125" " J- 0.15" 2„ } - ----- -1 2" X 5" X 2 1/4" L-CLIP 2" X 5X 13/4" 0.125'-CLIP 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 LU ALUMINUM 6063-T6 10.46" 2" X 4" X 5 3/8" L-CLIP / ALUMINUM 6063-T6 2.50 AI 0.722"-_1 1-- \ 211'.25" % 0 2.25" ° ! ° 0.722"�I h- 10.46' -- \ 2.215" 0 2.25" ° \0 2.25" O 2.25" 0 1.75" 2.335 2.25" I 2.25" 0 II'�I II�� 0.188" —4 � 1.25 II II 1 O 2.25" O 2.125" 2.125" T 10 15/32" X 2 1/4" H-CLIP -T -i -A 1.25" 0.188" 2 1/4" U-CLIP 13/4" U-CLIP ALUMINUM 6063-T6 ALUMINUM 6005-15 ALUMINUM 6005-T5 10 15/32" X 13/4" H-CLIP ALUMINUM 6063-T6 8.25" --2.25" �-2.25" 2.25" 0 0 0 0 2.625" \\\\\ / REVISIONS IWE/STERNARCIIITEOTURALSY9iEM9 \ S / ADIVISIONOF O O O F. O ////' Eastern EASTERN METAL SYPPIY ......... • • 16341DOMESTI[AVE. R MYERS,FL 33932 0.125" IdT!<012190 0.875" * 7 -' TnE. HVHZ CLIPPED UM TUBE MULLIONS VERTICAL AND HORIZONTAL ICONFIGURATIONS i CLIP DETAILS DATE: PREP ODY:8 1/4X 3 3/8H-CLIP •....., 02 OS 13 T1H //�i2 ' G \\ NO: BUIIDING DROPS,IN[. ALUMINUM 6063-i6 // NgQ�EgfpC� \� DRAw PA--0003 SCAL N.T.S. AUTMORI2ATION N0 zvs2e —]9S EASfAIC'L•i1G/J 9\\ �c DANA J.TR -- — SEET� _-REV. ______—__ _______ FBPE T.-ADTI ZARON ND.nwa BY GATE OESCRIPNON REV 3 OF it INSTALLATION ANCHOR (SEE NOTES SHEETS 2 1/2"MIN. INSTALLATION ANCHOR INSTALLATION ANCHOR 11/2"MIN. (SEE NOTES SHEETS MULLION,TYP. 6-10) SEE NOTES SHEETS HORIZONTAL EDGE DIST. 6-10) EMBEDMENT 6-10) CONCRETE OR ° MASONRY BYOTHERs .a CAULK BETWEEN a d ° 3/4"MIN. ° MULLION CLIP CONCRETE/MASONRY&1X ° d a 11/4"MIN. v EXTERIOR P WOOD BUCK BY OTHERS ° EMBEDMENT EDGE DIST. p ---- - - -- -- ----- - -- 'U'CLIP TYP. 1 X WOOD BUCK CONCRETE OR p EXTERIOR INTERIOR BY OTHERS MASONRY BY OTHERS a I I CAULK BETWEEN p MULLION CLIP CONCRETE/MASONRY&2X I VERTICAL TYP. WOOD BUCK BY OTHERS v MULLION,TYP. 2 X WOOD BUCK p __ EXTERIOR INTERIOR BYOTHERS a. MULLION INTERIOR TYP. p�HORIZONTAL SECTION MULLION TYP. 4 T-MULLION SIDEVIEW INTERSECT A DETAIL g VERTICAL SECTION HORIZONTAL SECTION 4 JAMB-2K WOOD BUCK 4 HEAD•CONCRETE/MASONRY SIDE VIEW-HORIZONTAL SIDE VIEW-VERTICAL ( Y INSTALLATION ANCHOR I ( (SEE NOTES SHEETS - 6-10) HORIZONTAL EXTERIOR I INTERIOR MULLION,TYP. MULLION EXTERIOR INTERIOR TYP. NOTE 1 I MULLION CLIP DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP. MULLION&CLIP ASSEMBLIES.SEE VERTICAL SHEETS 6-30 FOR ALLOWABLE MULLIONMULLION,TYP. CONFIGURATIONS,SIZES,AND DESIGN MULLION CLIP PRESSURES. i TYP. HORIZONTAL SECTION X-MULLION INTERSECT DETAIL a d ° v 1 1/4"MIN. SIDE VIEW EMBEDMENT PRECAST BYOTHEILL RS ° c ' \\`�� ,s F. IZ� REVISIONS Earster� TERN MMMARCHIE-01 SYSTEMS O �1 ADIVISIMS \ I EABTENN METAL SYPPLV '\ I�j��IAtuMlNuwt'w V.w,YI. 16301 ppMESn[AVE. INSTALLATION ANCHOR 0 ETmYfm,EL33912 (SEE NOTES SHEETS3a»eBl.z,eB 6-10) 2 1/2"MIN. * 7 "* -THE HVHZ CLIPPED ALUMINUM TUBE MULLIONS EDGE DISTANCE .o�L r '11 VERTICAL AND HORIZONTAL CONFIGURATIONS -VERTICAL SECTION INSTALLATION UMMDETAILS A ~O • P; `cW PATE:OMI NBT: P_FE /MASONRY IIS .... ••G\c\`\ pNAwiOc :S 13 SSE TJH SILL-CONCRETE G BVILDINGD0.0VS mc. FSPMRi F SIDE VIEW-VERTICAL �.t� 9e�`�\Sb PANp-0003 N.T.S. R 4 AIfTN00.11ATlONno ivsTe EAS )6TE BME�T: NEN. -- DAN -- By — --pEBCRIPTION--- --NEV 3DPE Mt pr AUON No.—7a - —4 OF1____l VERTICAL MULLION U-CLIP TO MULLION — — — - CONNECTION HORIZONTAL MULLION H-CLIP SUBSTRATE BY OTHERS SUBSTRATE VARIES,SEE NOTES SHEETS 6-10 H-CLIP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1"x 3 1/8"MULLION AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS REVISIONS [ASTERN AA DI)SIION OF 9YSTEM3 \\ .• O // ` astern EASTERN METAL SYPPLY (/� • // :�av • •• � I 16111 DOMESTIC AVE. ` � �� � r...o�vvnaa.•s�1+ovooui� Fi MTER$.[133912 7 n.ww.lruw. ta]F<ol-ztao TmE * . * HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICALAND HORIZONTAL CONFIGURATIONS t 4L/ MULLION AND CLIP ASSEMBLY DETAILS '/O�• A.•'� \ DATE DRAWNBY: PNEPARED BY: ••••••••••��• Da DS 13 TlH W NO: EU WING DROPS.NL __ __ _ _ // •• G`\\\\ 90ALE' FSPECERTIFI[TEOF -- - Pr6003 N.T.S. AUTKORILITION NO.299]8 -_ - - 3H EAST D STEE 3" FBPE CERT.OF AUTHOR2 ONN NO.P➢978 BY DATE DESCRIPNON- __ _NEV 5 OF 11 r --�{ 1.000" I DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8" LIGHT)-ONE-WAY MULLIONS I � MULLION MULLION SPAN'L' TRIBUTARY WIDTH'W' IN. 0. 24 30 36 42 48 53. 54 60 24 24 200.0 200.0 200.0 200.0 200.0 200.0 200.00.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125" 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125" I--� 60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6 72 161.6 123,7 101.5 87.3 77.7 71.1 67.2 66.7 63.8 101.0 76.9 62.7 5-3.s7 47.1 42.6 39.7 39.3 36.9 - 96 67.4 51. 41.5 35.2 30.8 27.6 25.6 25.2 23.5 -- -- - ONE-WAY-MULLION DIAGRAMS 108 47,2 35.77 28.9 24.4 21.3 19.0 17.5 17.2 15,9 - 0.375" DESIGN PRESSURE LIMITS FOR MULLION:1"x3.1/8" LIGHT)-TWO-WAY MULLIONS 1" X 3-1/8" (LIGHT) MULLION SPAN T TRIBUTARY WIDTH'w'(IN.) ALUMINUM 6005-TS MULLION IN.) 18 24 30 36 42 48 53.125 54 60 MULLION 24 200,0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143,6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 70 Fo 72 157.6 118.2 94.5 78,8 g67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= Wl+W2 84 99,2 74.4 59,5 49.6 37.2 33.6 33.1 29.8 2 96 66.5 49.9 39.9 33.2 24.9 22.5 22.2 19.933 17.5 15.8 15.6 14.0 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED, 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS CLIP DIMENSIONS. •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS 0 0 •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) ° 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G=0.55. ° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 2 1/4" U-CLIP 2" X 5" X 2 1/4" L-CLIP MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. "MUST BE USEDD IN ALUMINUM 6005-T5 ALUMINUM 6 18 GA.(0,045"THICK)33 KSI YIELD,ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. N PAIRS U-CLIP FOR USE ONLY IN MULLION-TO-MULLION CONNECTIONS �� _ SYS O O O +`\`\\\��F'S F O ���j' REVISIONS Eastern ERN AD-1-0 TEMS �� FASTem.uA sS LY % "WE DO VE El MA lan.mzl90 NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 = HVHZ CLIPPED ALUMINUM TUBE MULLIONS TYLES AND DIMENSIONS. b T T 0; z VERTICAL AND HORIZONTAL CONFIGURATIONS 10 15/32" X 2 1/4" H-CLIP �'o`., e,:'�4u 1"x 31 s°LIGHT MULLION ., • \ DATE:DRAWN BY: PREPMED BY. ALUMINUM 6063-T6 ����FS7 •'••••" dz\\\ 02 05/13 T1H ° AIS s � \\ OMWtNOND: SGLE: ej BUIIDING OflOPS,ING %% EOPE�M111 ATEOP p� PA-0003 N.T.S. AUTHORIM71ON NO.29578 --- -- - --- - - - _- -JIB EAST D I SEIN 6lLV.:s _338 --- -- - -MT.OF UTH�ominTllw°NO.MM Br DATE DescRIPnDN- -- - NEY 6 OF 11 ---- -- DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-ON E-WAY MULLIONS MULLION-, �I SPAN'L' TRIBUTARY WIDTH M/'IN. 1.000" MULLION (IN.) 18 24 30 36 1 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125" _IIL 60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 3.125" - --84- -126:2---96:1-78.4-- 66.8 58.9 53.2 49.6 49.1 46.1 F- 96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3 - -- - -ONE-WAY MULLION DIAGRAMS 108 58.9 44.6 36.1 M.5 26.fi 23.7 2L8 Z1.5 19.9 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3.1/8" HEAVY-TWO-WAY MULLIONS 0.625" SPAN'L' TRIBUTARY WIDTH"W' IN. 111 X 3-1/811.(HEAVY) MULLION (IN.) 18 24 30 1 141,5 42 48 53.125 54 60 MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-TS MULLION 36 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 114.9 100.5 90.8 89.3 80.4 72 196.8 147.6 118.184.4 73.8 66.7 65.6 59.1 W1+W2 84 124.0 93.0 74.4 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH= 2 96 83.0 62.3 49.8 35.6 31.1 28.1 27.7 24.9 10843.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5 I II TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED. 3, SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE 3 FOR SPECIFIC QUALIFIED ANCHOR CLIPS S. ANCHOERET REQUIREMENTS:CLIP DIMENSIONS. •WOOD:014 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS P-00 •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: 13/4" U-CLI P o o •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL ALUMINUM 6005-TS BE MEDIUM WEIGHT CONFORMING TOASTM C 90. 0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE U-CLIP FOR USE ONLY IN MIN.4000 PSI. MULLIOCTIONS ULLION 211 X 511 X 1 3/411 L-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. CONNE18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. ALUMINUM 6063-T6 "'MUST BE USED IN PAIRS \%5n S F. / REVISIONSA DI[SION OF EASTERN nnclurEDTURa BvsrsMs G••.••• .0 ' Eastern EASTERN METAL SYPPLY O 1 W •• 16341 DOMESTIC AVE. O O .2` ° i «F.�"q1..'",..� oFocwi RMYERS,F1.33912 ' 1an<o1-2180 NOTE:SEE SHEET 3 FOR SPECIFIC CLIP * 7 7 HVHZ CLIPPED ALUMINUM TUBE MULLIONS TYPES AND DIMENSIONS. 0 0 0 � -13 T T 7 VERTICAL AND HORIZONTAL CONFIGURATIONS P '`�: 1"x 3 1/8"HEAVY MULLION 10 15/32" X 13/4" H-CLIP ' °�••.�.. ..• :•C�: DATE:DRAM BY. - PREVAREDBY:- -- ---. ��i/ SY (9�`�\ 02 OS 13 TJH ALUMINUM 6063-T6 1� DRnwiNO xO: SCALE.. BUILOINS DROPS,INC. --3M EAST D IN STE 338- PA-0003 N.T.S. AuniORQAtlQX No 29578 __ ___ _ - _ ___-_ SNECT: ------__ REV- FPPE CERT.'WUE uiT w�AnD'a a ses]e By DATE OF.SC moN REv 7 OF 11 -- --- -- - MULLION DESIGN PRESSURE LIMITS FOR MULLION:1"x4"-ONE-WAYMULLIONS I� 1.000" SPAN'L' TRIBUTARY WIDTH"W'(IN. MULLION IN.) 18 24 30 36 42 .48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 9/1 200.0 200.0 0.250 30 200.0 . 200.0 200.0 200.0 200.0 200.0 200.0 " 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 I_p_II •,_I ___72_ 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 4.000" I- " 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 -- - - --- - --- - 96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 4R.0 ONE-WAY MULLION DIAGRAMS - 108 98.1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS I SPAN'L' TRIBUTARY WIDTH'W' IN. MULLION IN. 18 24 30 36 42 48 53.125 54 60 0.250" MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 111 X 4" MULLION _� La 36 200.0 200.0 200.0 200.0 _200I0 200.0 200.0 200.0 198.5 ALUMINUM 6005-T5 48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 001+002 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 TRIBUTARY WIDTH= 2 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 I 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS QUALIFIED ANCHOR CLIPS •METAL:1/4"SELF-DRILLINGSCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 0 0 0 0 MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 0 0 0 0 11 11 11 \\\\\,�CJ F, �'''/�� REVISIONS .�� � orvisioN of srsreMs 2 X 4 X 3 3 8 L-CLIP 8 1/4 X 3 3/8 H-CLIP r EaStefn / 11 11 ``\ \- • I� EASTERN METAL SYPPLY Aiww�w,n u,vA^'Op o'p�w� 163CI DOMESHCAVE ALUMINUM 6063-T6 RMYER M 3391= **MUST BE USED IN PAIRS ALUMINUM 6063-T6 r;'• 7 :O •^ an<Di.z+90 nnE A >� 7f HVHZ CLIPPED ALUMINUM TUBE MULLIONS Q VERTICAL AND HORIZONTAL CONFIGURATIONS 1"x 4"MULLION NOTE:SEE SHEET 3 FOR SPECIFIC CLIP DATE:DMWNBY: PREPARED BY: - �� F '••. Cj��\� 02/05/13 TJH TYPES AND DIMENSIONS. �i S \\ oRAWINGNO: sone eunmxconCOLTEOE. fSPE[ERniICAO,Of "•L � PA-0003 N.T.S. � AUTHORWilON N0.295]8 3BS FAST pP1,1RW'11!,:57E-.3,JS__ _ FSPE anur."DAAD P ADMOROA w o.zas)e er DATE-- -DescRiPr�oN ----REv 8 - n DESIGN PRESSURE LIMITS FOR MULLION:2"x4"-ONE-WAY MULLIONS MULLION SPAN V TRIBUTARY WIDTH'W' IN. 2.000" I IN.) 18 24 30 36 1 42 48 53.1251 54 60 MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" 72 200.0 200.0 200.0 200.0 200.0 197.0 188,0 186.8 180.1 1 IL--u 84 200.0 200.0 195.1 166.4 146,6 132.5 123.5 122.2 114.8 ----96--200.0 159.0--129.1--109.5 959 85.9 79.5 78.5 73.0 4.000" 108 146.7 1 111.1 1 89.9. 76.0 1 66.2 59.1 1 54.4 1 53.7 49.5 - - - - - --- ONE-WAY MULLION DIAGRAMS DESIGN PRESSURE LIMITS FOR MULLION:2"x 4!'-TWO-WAY MULLIONS I- I , SPAN'L' TRIBUTARY WIDTH'W'(IN. _ IN.) 18 24 30 36 42 48 53.125 54 60 _j MULLION MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" 36 200.0 200.0 200.0 200.0 200.0 200.0 208.0 200.0 200.0 211 X 4"MULLION J L 48 200.0 200,0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 ALUMINUM 6005-T5 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 W 1+W 2 j lul 108 145.2 108.9 87.1 72.6 62.2 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH= 2 II I TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:N14 WOOD SCREWS •CMU:1/4"ITW TAPCONS QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"ITWTAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2.1/2".HOLLOW CMU SHALL 0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS. O O 0 0 2" X 4" X 3 3/8" L-CLIP \\\_n�s F. Q'fl-1� [.AlE REVISIONS W7Enst�rn EASTERN AA OMSIN ORAL SYSTEMS ALUMINUMBE SED IN PAIRS �\ \, EASWITN METAL ST y "MUST BE USED IN PAIRS �� Q �� -oL�-- `���:• •. • RMYE OMFSTI922 • O i FT-o'.l 73913 I.enaai.zlDo HVHZCLIPPEDALUMINUMTUBEMULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP T 2"x 4"MULLION TYPES AND DIMENSIONS. O •.,•( P•� <[/ DATE DMM DT: RREVAREDSY. _ 02 OS 13 T1H k _ ',%�s •••�I.1/��••@,•(M,\G`\\\\ DRAWMO NO: SCAIE: BUILDING DROPS,ING ' F."N• \`\ PA-0003 N.T.S. >� AUTHORUATION NO.29`78 398 EAST D ®IWT.;STE-]3R- __ ___ __ FBK ii a AU__ ZATION ro.2a�7e DEBCNIPf10N 9 OF it DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-ONE-WAY MULLIONS 2.000" MULLION SPAN-L' TRIBUTARY WIDTH'W' IN. MULLION (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 9/1 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1 - - -- 96 200.0 200.0 186.8 161.6 144.1 131.3 123.0 121.8- 114.6 - - ONE-WAY MULLION DIAGRAMS _ 108 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0 6.000" DESIGN PRESSURE LIMITS FORMULLION:2"x6"-TWO-WAY MULLIONS MULLION SPANV TRIBUTARYWIDTH'W'(IN.) MULLION I (IN.) 18 24 30 '36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0. 200.0 200.0 180.1 157.6 142.4 140.1 126.1 - 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 flo."o84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 2" X 6"M U LLI O N 108 x00.0 17s.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 ALUMINUM 6005-T5 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= Wl+W2 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:H14 WOOD SCREWS •CMU:1/4"ITW TAPCONS 0 0 0 0 •CONCRETE:1/4"ITW TAPCONS • METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE,STEEL SHALL BE MIN.18 GA.(0.045" THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 2" X 4" X 5 3/8" L-CLIP REVISIONS EASTERNARCHITECTUP-SYSTEMS , .Eastern EASTERNN MSE ON 9YPPLY ALUMINUM 6063-T6 �� f7j�.• ��.p ^`uy NUN. N cm R: 193o1DOMEsncnVE. MUST BE USED IN PAIRS RMYERS,Tt3391i ••• A ' lan<m.aoD * 7 TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS*. VERTICAL '9 .• T T � � � AND HORIZONTAL CONFIGURATIONS OTE:SEE SHEETS 0 SPEC C i W :L 2"x 6"MULLION N FOR IFI CLIP TYPES AND DIMENSIONS. ���pc•'• p:•'�4 � DATE:DRA"BY: PREPARED DY: _ �,�(cs ......... 02 OS 13 IH BUILDING DROPS,INC / \ \ DRAWING NO: SCALE: 'EAS�®E 'J�7tA\\\ PA-GODS N.T.S. AUTH PVATION NO.MFB F1. 57B - i- NfL 51E.73e_- _/JITNOPoUTIDII N0.Y9S78 DATE -____ DESCRIPTION- _ Y l EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES MULL SPAN MULL 'L' {� 'Wl' 'W2' SPAN'L' ~I MULL SPAN'L' W l' 'Wl' 'W1' MULL SPAN T' W2' 'W2' FA HORIZONTAL MULLION HORIZONTAL MULLION TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY VERTICAL MULLION HORIZONTAL MULLION Imo- 'Wil --I W2 MULLIMULL~ SPAN T. I SPAN T' INS// WWil i MULL SPAN'L' 'W2' 'W2' VERTICAL MULLION HINGED DOOR W/SIDELITE HORIZONTAL MULLION HORIZONTAL MULLION \%% / REVISIONS FnsreRN naclnrecruRAL srsTeMs `\ •• 0 '// �� Eastern ADIVISION OF NOTES: J�Q� , \< �� EASTERNMETAL SYPPLY 1 •• I 16341DOMESRCAVE. 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT O ... Y; Fr nrfns,FLJJ91: SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 7 '� a»4B+.zL3 E: 2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY * . : * HVHZ CLIPPED ALUMINUM TUBE MULLIONS CONFIGURATION VALUES. 7 O T T [r C VERTICAL AND HORIZONTAL CONFIGURATIONS 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. MULLION ASSEMBLY AND LOAD EXAMPLES %�O�••• C • �\ OATS:ORAWNBY: PREPAREDBV: �i//FS' ••••• `G�\�� 02/05/13 T1H // • ` \\ ORAWWGNO: SULLE: BUILDING DROPS,INC \\ FBPE CERTIFICATE OF PA-0003 N.T.S. AUTHORIMTIONNO.J9SI0 ..-- _ C- DAN IA ffA JJBOR - -- BV DATE DESCRIPTION -- -REV 11 OF 11 ------ iBPE CERT..OF AUD/OPoUTNkI N0.PBBTB - ---, 1 4