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HomeMy WebLinkAboutProduct Approval (2) SCIS Home E Log In t User Registration Hot Topics Submit Surcharge Stats&Facts j Publications Contact Us i BCIS Site Map Links Search F ` r Product Approval �� o .'USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail ` FL# FL16851-R7 Application Type Re Code Version 2017 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email a Blvd. tampa,FL 33610 (813) 626-6000 danochstein @newsouthwindow. RECEIVED Authorized Signature Vivian Wright rickw@rwbldgconsultants.com JAN 1'8*X020 Technical Representative ST. Lucie County, Permitting Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category 5Hun Subcategory (Single 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 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16851 R7 COI (.•) Certificate of Independence,pig Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 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 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 Products Go to Page _-_..__........_ ® 0 Page 1/20 Q 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 (b) Inst 16851.1.E 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 (b) Eval 16851.1.p-df additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. i 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 16851.2.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes j Design Pressure: N/A Evaluation Reports j other: See INST 16851.2 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.2.pd , additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 16851.3 c. 9450 Single Hung Window Extruded Vinyl "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 (b)Inst 16851.3.pdf i Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i 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 with Flange (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II (b)ins1685 .4.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 16851.4 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.4.pdf 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 16851.5.13 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: 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. 851.6 E 9450 Single Hung Window Impact Extruded Vinyl "Impact'Single Hung Tilt Window with Flange Rated -HVHZ (O/X-configuration) LIMBS or Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R7 II 02) Inst 16851.6.pdf Approved for use o ode HVHZ:Yes Verified By: Lyndon F Schmidt, P.E.43409 Impact Resistant:(ke-� Created by Independent Third Party: Yes Design Pressure: NX Evaluation Reports Other: See INST 16851.6 for Design Pressure Ratings, any FL16851 R7 AE (D.) Eval 16851.6.pdf 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) Eva] 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 (C/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R7 II ( )_Inst 16851.8.a 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 16851.8.pdf 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.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: See INST 16851.9 for Design Pressure Ratings,any FL16851 R7 AE (d) Eval 16851.9.pdf 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(O/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 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 IT—( ) Inst 16851.11.piff 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 (b) Eval 16851.11.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16851.12 I. 4450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Window with Flange (O/X Rated -HVHZ -configuration) Limits of Use 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 16851.12.1 f 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 Single Hung Window New Construction with Nail Fin (O/X b5"MAX.OVERALL FLANGE WIDTH (U0 54"MAX:OVERALL FRAME WmTH r . WINDOWSOLUTIONS >'k•„ 4901': a.• a r Vd.,Tampa,FL 33610 U � VVV e 9450 Single Hung Window o Sa IMPACT RATTED.- HVHZ w/Flange ' 2 ox Ad GENERAL NOTES. % o � 1. This product has been evaluated and is in compliance wSh the 6th Edition ' (2017)Florida Buliding Code(FBC),including ti e'liigtf Velocity Hurricane Zane"(HVHI), ; ^ Lr 2. Product anchors shall be as Itsted.and spaced as shown on detalls,Anchor1-1 . embedment to base matertol shall be beyond wall dressing or stucco. fz + 3. When used In WHT',thli product complies with.Section 1626 of the Florida Building Code and does not tequke an impact resistdrit covering. $ o 4. For.2xsfud framing constructlon,anchoring of'these:urilis:shall be the some as thdtsiiownfor 2xpuck.masonry.cohs;Wction: . gg 12 'y a S. Site conditions that'deviate frorim the details of chis drawing require:turther s a engineering analysis by ake'nsed'engineer orregistered architect. s MAx II TABLE OF CONfEMS. a(Y0[E D/LYNE 41ASS ?Try N z SAX�VEkAtI E pESIGN nftE34trRE SHEET# pESCRIPifON 3YiE �$ n q n a)N( a►oty cwtr rrtRforr f 1MENflpH brlNENstgN 1 is evations, n pressures&genera no s OD . 0 PC}S . .. :. NLG,.t. onrc:2 19 14 i 2 Vertical&horizontal crass secfions 65.1r'x77A" 510'x76:0' 7" 34zr 49.78°x3cr G1,:G2 +55.0 -65,0 �.. N.IS. g 3 Vertical:&hti itzontat cross sections " ma;ar. JK 4 Buck&frame anchoringcine ar. IFS 5 Components 38.'X63:0° 37.0"X62.w 30.45'x27.33" 3275`x37.5" G1,G2 +65,0 -85.0 onWran�; z d 6 ::Bm o'mdtWols`dnd cWtig'detailsFL-1fiB51.8 Note:Thls,producf:when used with G1 glaring,is not approved for use above 30 feet in the"HVHP. b Rai: a 4 ' . . .. .. `\\\1\ r �� d NOTE,SheetMetal Screwsmust �%%%. * penetrate a Mn.of 3 threads E Q _ =�``'�.• ~`kms^_ K though at least 2 sheets of metal. ��-.•`A 114- 9. IS 4 . � ,' .''• e� 2 / Q 21 INTERIOR 0 '',,���rrhn•U\\ \�\\`,`` 'm o 4 n 8 2 ��/ o p a z° Eoi z C B N ` 9'6 o maa� $z N x 3 23d 14 12 11 SEE NOTE 1 0 o z /. 2 G1 G2 EXTERIOR G2 GI 10 m W 4 HORIZONTAL CROSS SECTION x J 3 2 Metal StudConshuction Vol Note: 2 1.Lock and keeper located 71 from INTERIOR each and of lock/meeting rail. E 6 & EXTERIOR ' 1-1/A"MIN. 9 20 VYP) y EMB.(TYP.) 8 A o� G2 G1 8 Y o C C • 1: INTERIOR "418 22 13 o NF 421 fy Z a l (n 21 G1 G2:: 0 24 �N$� w y • © ° F C ° azo • S 4 1g) IoQ000 o a • °� L1 Fb 6�,.N•-(�y Q � J n 2 m ° rMTi 2/19/14 E N.T.S. EXTERIOR G1 G2 2 1-1/4°MIN, rxvc:er: JK m 2 EMB.(M.) ctoi or. LFS 3 n E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION -VERTICAL CROSS SECTION ria: w Q 2X Buck Masonry Coratructlon 2 1X Buck Mowry CorulNclion 2 2X Buck Masonry ConshucUon FL-16851.6 n k sm- .2 °F 8 d 6 d .•••'NOTE:Sheaf Metal Screw;mustf periehate a min.of 3 threads K: through at least 2 sheets of metal; E '•.e f =d =� n is C r��OM $ i 3 INTERIOR 3 /�� o' 1 L I;s. .O z C, o C 0 V in baa / 2 3 , a ry X to J 12 a SEE NOTE I $ z — _ 2 G1 G2 EXTERIOR G2 G1 o� ..� 10 cs > zvwi 4 HORIZONTAL CROSS SECAON x' mN 3, 3 Metal SludConstruction `J' I 2. Note: 3' INTERIOR 91? o 1.Lock and keeper located T'from O each end of locklmeeting rail. c E 6 r. & . ±S5 PSF EXTERIOR y m 1-1/4°MIN. MAX.DESIGN PRESSURE FOR ALTERNATE 20 (TYP(! `. EMB,(ryP.) ANCHORING LOCATION SHOWN ON 1NI5 SHEET A 9 G2 Gt u (FOR FRAME WIDTH>3T'OR FRAME HEIGHT>'621 z 4 INTERIOR 18 4 18 22 13 0 z q�a6 0 L. 21; G1 G2 21 24 L C ` rr 5 ® g ° z D fi �� CMN^NQ J e •. . i .. , 2.:19 14 � : a D scaE' N.T.S: 9. D EXTERIOR owo.er. . JK Gl G2 T•T!4"MIN.. & 2. 2 EMB.RYP.( ao:.er: LFS 3 St E 1 HORRONiAI:CR2: SECTION 2 HORIIO AL CROSS SEC110N 3 VERTICAL CROSS 3ECUQN. owwew wo: d 3 2X Buck Masonry Conshuction 3 ix Buck Masonry conshucftn 3 2X Buck Mo FL—Cons FL-16851.6 n %W 3 OF'6 p 0 :a s 3 E(l.SPACES 11"MAX.O.C. od ..' N � a.l e� m da� --�#SASH4z F L 2X BUCK —�SASH hl 2X SUB D 1X BUCK a BUCK FRAME K STEEL STUD TYP. MASONRY 2X SUB z �' D BUCK a $ OPENING TYP. o- MASONRY �W --- q SASH OPENING i5 —�— SASH r3 a I BUCKANCHORING FRAMEANCHORING N 33LV g N W 2 SZ 8 O a CONCRETEANCHOR�bTFS: k 1.Concrete anchorlocaflam of the comers may be adlusted'to malntaln the min. $ 8 a ooh edge defence to morlarMnh. ;Q Q i 2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to w m^ maintain the min.edge distance to modarjolnls addlflonalcoricretb anchors ^ Ln F may be=ufred.fo:enswe the"MAX•ON CUMR'dlmerulon ore not exceeded.. 47 M n n r i 3 Concrete anchor labia o N N d rtMeHOR ANGFLOR MIN +tiltN tLEARANCE MIN a LEA.RANcc cam 0 0 TYPE $1ZE EMU6LTMUNf TO i6(ASOI4RY TO gDJAFENI;' v"�N z u aiITWe 2 19' 14 PC o 1/4° 1.1/4" r' 4", scmn N.T.S. 9 � TAP.CON 3 ELCO owe.ar: JK m UL11tACON 1/4' 1.1/4' 1" 4" cwc,at. LFS 3 WOOD SCREW INSPAL1AT10N NOTES: oruwwq ND.: a 1.Mahtaln0MWmum5/8"edge distance,l"enddbtance,dl"o.e.spading of FL-16851.6 e wood straws to prevent the spBflfng of wood. 0 N SNEEr,�OF 6 � •MaientANew South Windows PERM/WEN1Vi-Fonda PraductApWmals\FL-16651 Single Hung\C-Drawings\FL-16851(201.7)\FL-MSL6drog,5-2 .. 229" 329" 0.067 P w H O✓ Z1 El r p. N 219" D 274" m R 128 R a Ll t o I � O D a o I I--1.66 w I P Z bR p A � bR Cl o Q :�---926 0 1.42 0 y) o O n o q IAT T 21T O 0.045'. poi_ � ?`•vr••'�y'�'•T c Na 43409 •: October 12,2017 12 4 PRODUCT: Doalmtllts Prop—d Bir. fyc 5 I 08'17 UPDATE TO 6TH'ED. 2017 F"BC' JK SINGLE HUNG WINDOW Lyndon F SohmtdL '••.Rpa9N.•'• ` 42 E3 77 ADDED 37x62 WINDOW SIZE LFSP.E No. {34090� t ��`: Imo'•a, 2 J 9 27 76 ADDED ALT.ANCHOR LOCA•77ON LFS rllrlr11t1 L, V 2 i 017 15 D GLAZING DETAIL .JK ;PART.OR ASSEMBLY: BUILDING CONSULTANTS, INC. x to _. 1 6 26 15 UPDATE TO STH ED. 2014 F'8C LFS P.O. Box 230,ValAea, FL 33595 y` NO DATE 8Y -- -- PhonNoN8COMPONTo73.859.9797 REVISIONSFBPE CA 9513 0 2014 R.W.BUILDING Caraeu1 —INa. BU OF MATERIALS � � `t IIPAEM. DL°E(;IEN110N AIATENAL S®a s' B 2X BUCK(SG>--055} ' WOOD _ ri C . 1/d".MAX.SHIM SPACE 0 1/4"X2-3/47 PRH ELCO OR RW CONCRETE SCREW STEEL MASONRY-3,OOD PSI MIN.GONGREIE CONFORMING TO ACL '4 y"•.. 3MIN. R HOLLOW I LOCK C NNRMI G.T ASTM C90 F 10 XCONCRETE ',,r'�h��u G 2X STUD(SG-0.55) WOOD H #10 X 2-1/2"PPH SMS STEEL 5/B" s m o J . STEEL STUD Moi.ThK.033 ASTM A653 GRADE 33 Fy-331W min.,Fu 45 M min. STEEL GLASS BttE 7(8"O A GLASS THK. r ^1 p K #10 PPH SELF DRILLING SM5 STEEL GLAZING SEALANT L #10 X 2 PRH SMS(1-1/2"MIN.EMBEDMENT) STEEL (SIKAFLEX 552) ' i� 1 EXTRUDED VINYL FRAME 4651• RIGID PVC 1/e"ANNEALED GLASSN. 2 EXTR DED VINYL GLAZING BEAD 736A)' RIGIDPVC aa. 3 EXTRUDEDVINYL:GLAZINGBEAD(d25ARIGIDPVC f--O.040SAFLE0PVBINTERLAYpt 4 SIL!' 964)•: RIGID PVC 5 STILE(439)•' RIGIDPVC —1/8"ANNFALED GLASS 6 MEETING RAIL 477)` RIGID PVC .. AIRSPACE z s� 7 LOCK RAIL(4Tb" RIGID PVC: I/a"ANNEALED GLASS " F 8 BOTTOM-RAIL(.4858' RIGID PVC C 4 MEETING RAIL REINFORCEMENT 6063-T5 ALUM METAL REINFORCED BUTYL L6 a 10 LOCK RAIL REINFORCEMENT 6063-T5 ALUM �o 1 T SASHLOCK Not approved for use above 30 feet In the"RVOT. o 12 KEEPER g 13 BOTTOM.RAIL REINFORCEMENT 6063 T5 ALUM GT GLAUMG DETAIL a � a 14 HEAD ADAPTER(dT3)• RIGLD:PVC 18 STILER FORCEMENT 6063-T5 ALUM a 20 WEATHERSTRIP z u u 21 BAJA- NCE 7/9°O A.GLASS THK. NCE COVER{4b8) RIGID': PVCED 22 : EXTNYL EA GLAZING BD W/DRIP EDGE(467)! RIGIDPVC G BFTE RUDED VIj? 24 BULB GASKET(AMESBURY) FOAM N 3 o N GLARING SEALANT En •THE APPROVED WHITE RIGID PVC IXTERIOR EXTRU$lONS`FOR WENDOWS ARE TO BE PRODUCED BY ISIKAR.EXX 5521 g[x:4 8 0 EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSId4'. I/B"ANNEALED GLASS N O.WT1AREO PVB INTERLAYER d x Z o �.. Lim O VIT'ANNEALED GLASS a S$o _ AIRSPACE_ ^ 0 1/B"TEMPERED GLASS R-N.n-N d j METAL REINFORCED BUtYL o N o N z try.FMN^2 p G$ GLATJMG DETAtL DAie 2117114 z sr , N.T.S. o 5 avo.sr. JK m s NOTE:GLAZING>36"WIDE REQUIRES TWO(2)SETTING CHX.* LFS x :69 BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 °MN°16"°'` + FL-16851.6 0 seer 6 oF 8 a a d