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Home My WebLink AboutProduct Approval (3) E y[��y BCIS Home f Log In User Registration = Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search F i 4UU Product Approval 1 ��--' .USER:Public User i��—)r Product Approval Menu>Product or Application Search>Application List>Application Detail ¢� FL# FL16851-R7 — --- Application Type Revision RECEIVED Code Version 201 , Application Status Approved D F C 2 9 ry 11`. Comments ST. LUele Cuumy, PgrmlCtit�q Archived Product Manufacturer NewSouth Window Solu Address/Phone/Email 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813) 626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative �� ® Address/Phone/Email CO �®� PLIANCEj Category Windows STo L IUCIE COUNTY�l�®�9N Subcategory Single Hung 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 r? Validated By Ryan 3. King, P.E. VY�e ®�� R Validation Checklist-Hardcopy Received Certificate of Independence FL16851 R7 COI (d) Certificate of Independence.pdf 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 2065 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 ^ (4) 0 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 (b) Inst 16851.1.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 16851.1 for Design Pressure Ratings, any FL16851 R7 AE (b) Eyal 16851.1.p_d1: additional use limitations, installation instructions and product Created by Independent Third Party: Yes pa • 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 (b) Inst 16851.2.pd Approved for use de HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistan : No-' Created by Independent Third Party: Yes Design Pressure: A Evaluation Reports Other: See INST 16851.2 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.2.p_df 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 11—(12) Inst 16851.3.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 16851.3 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) 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 (b) Eval 16851.4.pd 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 (b) 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. 16851.6 f. 9450 Single Hung Window Impact Extruded Vinyl "Impact" Single Hung Tilt Window with Flange Rated - HVHZ (O/X-configuration) " a 55"MAX.QYERALL FLANGE 1N1D1N T FWI gb 754MAW OYERALL,FRWEIMTH J, 6:NDOM6iuTiO,:'N$::* : :z a 490V .alr: Ivd. Tama FL33510 _. _... P ....__ .... . . ��rrir w � E o a aw ti . , 9400 1n le Hung Wind ' wc y Fpdn GENERAL'NOTES:. : ` i he 6th Edition'01 :) _ S.:;. This producf has been evaluated and irr compl once:with t (_,:.7 a a Ronda Binding Code(FBC,excluding;fhe"High Veloci Huriicane Zone a a V o I ) 9 �. HVH2'. : Y N ( .) , u rn i ..i;� a Is Anchor CO U � 2.:: Product anchors shall be dslisted and spaced aashown on tlet i.. m Z embedment fo bose moteddl shall babe.Y ond:woll dressing orsWcco. o n¢v 3... When:used in:areasr0uiririywlndbornedebrisprotectionAhisprodicfs wNab required;to be;protected with an'impac#restst®nteoveririg that compliesvnth! ti a z " FBG Sections TOW.1.2&R30T.2.1 a P- A..: For.2x:stUd:framing,construction,.anchoring of flies urnts shall beahe some as J y: ¢that for Zit buck masonry construcfion . ...9 - 5. Site condifions that deviate'from the defoils of this'drawing require further engineeiing:analysi§b a licensed.engineer or registered archdect:. : _ UJ " F TABLE Of CONTENTS MAx'oYERAtt MAX OveaAtt X htAX G1t i :..' FRAME uti DAYUTE GCr15S : ESIs� e z SHEEN DESCRIPTION x bAY1trI~ .;; DIMENSION DIMENSION _ z FIANGE� p SURE A Typical elevations;design pressures&generof notes; AIMENSfON DIMENSION (OP,ERAB.tE}. .,, :ff17fED) .„'„ TYP , „•pOS.• .. N�f, °ars .21,79114: a , 2 Vertical&horizontal txoss sections Q.Q JrQ•© owcEer M TJK 3 Verticdk&harizorital crass sections 0"X 77(r 54.0....76.0" 4725"x34.44" .44.75 k 34 44"; :GT +5,: m g Buck&frame anchonng S. 37.0"X73'0" : 36.0°X720 24.25")i 32.44 31.75x3244 GL 4b$.f7 =75.0 oHwwwc No : rc Components.: a 3: 6 I.Bill otmoterials and glazing details : . ... .. N FL f 685 t Z o ' . . a , ................... .......... ...................I.......................... .............. R-.\CHents\New South Windom PERMANENT�A-Florida Product Approvah\FL-IR51!�nole ......... ............- ......................I................................................................. ................................ ..... ........................-........... ..... ....................................................................... ...................................................................................... ............... ......... O CD 0. .............. =r. -.::.:-::::: ::::" N -....... 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' ::.::�.. -.:...:................................:............................... ........ ................................ .........................................................I................. ....................- ........ ............. ............... .. . ........ ...................... . ...... ....... ........... .................... ... ...... ... ..... . . .................. ............................. ........... ...... ............................. ........... .......................................................................................................................................................................... ........ ........-..................... -......... .......................... ...................... ........ ..........................................................-......................... .....- MA ...... ..... m . ........... 0 0 .MAMA. A..........:.............................. .................... 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T ................. ........... ........ .............. ....................................................... .... ..............................I.................................. ...... .................. ...... v..... .......... .......... ..... ...... .......... 0 v . — ....................I... %.1— .......... ................... .... .......... ...................I ......... P. .......... . ..... .. .......................... MAMA. MAMA MAMA c -w— 4: 1� ... . ..... ... . ...... ............... ....... —....... AVAUVIMAMA. ........ .... ... ........... ...... ....... ..... ..... ............. ........ .......... 2 m. ................. . ... .............. ... .........I...... I............ MAMA m: ........................... ............ .......... .......................... ... .........I. ............ MAMA O z.............. MAMA.MAMA. ....... :4:...... ....... ............. Co 'L' ' ' m 0 ......... ....................... ...............0. ....................................................... .... .... ............-............................ ............... . .......... ............................................................. ........................... .......... Xo I= 1-11,VWN. .................. .............. ....... ........... EMB.JTYP.) sc .. ................. ... ....................... ...................................................I.......................................... ............. ... ......... ............ .......................................................... ...................... ....... W�... ... .......... .. ................... ...........................I ................................... ....... .................. 7 .......... 09 .. ................................................I I...I....I.......................I............... .............. .............I......... .................. .......... . ................................................... ...... ........-............................- ...........October 12 1 ...... .... ....J .......... PRODUCT: Document.Prop—d er. ridor;"P.-s6timldt ...................................................... ...... ......-.1 SINGLE 140 W Ly S..9 ._.NO.WINPO .... .. ............ ... P.E.:No'.::43409:::::::::: IN on —3 10/0-871-7 UPDATE TO 6TH ED. (2017) FBC JK 4 to (.n ADDED:ALT.:ANCHOR:LOCATION:.:" LFS: PARr:0R:ASSFM9 ...........* e-BUILDING CONSULTANM.::INC;:.::::::::.:::: I 6 26 15 UPDATE TO 5TH ED. (2014) FBC LFS P.O. Box 230.VaIrloo. FL 33595 'P70 DATE BY VERTICAL & HORIZONTAL Phone No.: 813.659.9197 ......... ....... CROSS SEC77ONS -pec REVISIONS— PE'C:A:'No.'9813---.........- 02014 R.W.SuIuCING CONSULTANTe INC. :p:p a'm q! :p q p p m q wp : . w q w ................... ............. ................................... .... ....................... ......................... .......... 4 NOTheef Metal Screws must K .penetrate a min.of 3 threads E n ttxaughatleast2sheetsof:metal ° �:.�; — •�:: TT *: -z i. as a o�'•• � � °.o,n T " :r2 � 2 : 0:00 0 1 � � I ' ♦ n v _ I $ INTERIOR °v m; Ij ♦t • �► nu z 4: �. . o g .;;z B xd z 3 O U _m iii � ii ii i E / C... .�. � :�W .imdaL �f pp4 / e °z / 3' X` 14" J 1 Z: Q SEE NOTE Iaw GI p H .EXTERIOR 0 10 3 0� 4 HORIZONTAL CROSS SECTION _ 3 3 :Metol Stud Construction Q . . 3 �z : � �o Note: "r locate d 1"from �. 7.Lock and kee o " each end oflock/meet ng rat. E 6 7 a t a ±50 PSF I ER 20 (TYP NT IO R M .DESIGN PRESSURE FOR ALTERNATE 9 AXt g fig,(jyp 1 ANCHORING LOCATION SHOWN ON THIS SHEET A GI 8 zm E B vo EXTERIOR. _o n v" 1w INTERIOR: 4 TB 1 22 O 13 :N N 9 m 1B a Q Z . a: L 21 24W=W o Z1w w a At:" D a C opo D0 'C � 8 B za C,4qo: a vi p N N 0 j 3 0 : ;3 tMN—p a ;o E o . a wte 2/19/14 0 �n(�� SCALE N.T.S. D G1 EXTERIOR G1 1-1/4"MIN Dwy.ae JK, m t 2 w 3 EMg•(TYP) 3 VERTICAL CROSS SECTION ""�B LF S. a N E 1 HORIIONTAl CROSS'SECflON Z : HORIZONTAL CROSS SECTION 3 2X Buck Mcsonry Construction 2XBuckMasonryConsfniction:E 3 IXBuckMasonryConstrucfion F1=16851;2 5 3 a nZ i :E sdgcr :3 of 8 A am a .. :::c ,. /oW v,. .�` - 3 EQi SPACES A. C. m.. y q^ a• Lan tlf =. 1 �., om ..—L: �Y G1� of n Z. opo to _ m O.M Z y} U. N C SS m' h u' SASH F 2X BUCK ` \ N Ea \`,� Ara s �W ... N e u.r p o o_ 2X SUB 1X buck:: m` a m� m':d a T BUCK FRAME 9 �` K STEEL SCUD r:i TYP ' c 8 3d c 2X BUCK � MASONRY D: N :OPENING = a TYP. : MASONRY: :OPENING z SASH z: ::O • .. .. : to a' Til U � o o d Jm BUCK ANCHORING FRAME ANCHORING L 2X BUCK (SEESHEEf2) SASH a : o Ln Ln x' m p MUCK o FRAME �� n¢; :K STEEL STOP o o o N�N TYP m Z W Z W O ..� : Ux Cn e 2X BUCK h n MASONRY. ¢w :CONCRETEANCHOR NOTES: ? •- OPENING o o p -1'Concrete dnchorlocatlons at the comets may be adjusted to maintain the min. EL oIL edge distance to mojtorjolnts. SASH Concrete anchor locations noted as"MAX.ON CENTER"must beadjusted to ` m F maintain the min.edge dstance to mortar jo nts,addif onal'. cre a anchors moy be requiredad'ensure the"MAX.ON CENTER"dfinenslon;are notexceeded.;' w 3 Concrete anchor table < ANGHOJt ANCHOR MIN WIN..CLEARANCE j4TIN CLEARANCT' TO ADJACENT TuIASONRY i w nN z a :SIDE :'. EMBEtlMfNT _> DATE 2 19 14 ' z TYPE OG C c ;E E AN Nl3R g nw sate N.T.S. TAPCON: �wc.er: JK m - FRAMEANCHORING ELCO ® 1/4; 1-114°.: 1". 4^ ALTERNATE ANCHORINGISEE;SHEET3) LFS 3 ULTRACON P(MAX.D.P. SF):: oanuwc rro.:,' d d WOOD SCREW INSTALLATION NOTES; " a ? wo:1.Maintain o minimum 5{8 edge dktanCe;1°end dutdnce&1' -c spaang:ot N FL 16851 2 wood screws;to prevent the splitting of wood.: sxEET :4 of 6 ; e3 u — .......... ....... ....... .... .. .. .. ... ... ........................... ....... ............... a .............................:....""...... 6Frc46ct*Apprcw IsVL'W5l5i-9XHung\c`DmWuigs\f wg 5�6 ............................................... ........................ ............ ..... ...... ..........I.......................................... .... ...... —2.29" .................................. ........ .... .........I............................ .................................. ......... .......... ........ ...... ... ........... *.:::: :::: , ... �� ............ 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X ........................... ................... ..... ......... ... ............. .... .. ............ ....... ..... .......... ........................ ............ ........... 0.26":::: . ...... .................... ... ...................... .............:p..`....... ............................ ............... . . .......... .. .... .............................................................. ................ .............................................................................................. .................................................I............. ........ ........... ....... .............................................. ......... .................. ............ . ............. ................ ......... ........ ......... ........................:........ ............... ........... ............... ..................... .......... ... ....... ......... ................... ---- . .......... ................................ Q. :A_:::.. ................... ...... ................... 21i ...... ..... . . ... ... ................... ....... .......................... .......................... I................ ........... �:�L.777:0 ...... ....... ...... ... ...... ........... ........................................................ ...........:.... ....�:: .. - i�.. .. ........................ ................... ............... .. . .................. .. ........... .................... ............... ......... . ........... 9...... ................ ....... ....................................................................... ...............................d 4::. .. . ..... ............ . ............................................... ........................................I................... =.......... ....................... ...................... ... .. ............................................................................. *.......... Bpz ......... .......... ............... ................................. ..............october:14j6l��:Is%I.. .: .............. ..................... PRODUCT: ..... ........ DocumrntePrepLred % �:,A -Mat .................I........... HUNG-WIN OW....... Lyndon-F,.Sch Schmidt -'%.A . D %........... ......................... Z3 10/08 17 N UPDATE TO 6TH ED. (2017) FBC JK Eq co10 2 9 27 76ADDED ALL ANCHOR LOCATION IFS PART OR ASSEMBLY-... : _It 40. UPDATE TO 5TH ED:- 2014 FBC LFS P.O Owe 230 Valr1co FL' ... DATE an 33595 . .... Ph N..: 813.6593197 ......... ..... .... ..... ........ _REVISIONS........ COMPONENTS........ ..... ..................... No, ......... ............. .........®-20.14*R.W;'9UlL01r4G cai4suerANT6.1,46................ ... ............................. ...................I........................... ...... ...... .......... ...... .................. ........ ...................... ........................ ........ ........................... s � BILI OFMATERIAIS DFM f:: DESCRIMCiN.: .. MATERIAL j - .�'t.,:.• B :: 2XBUCK(SG>.=0.42); " WOOD C :' 114!MAX.SHIM SPACE D 114°X 2-3/4"PFH:ELCO OR ITW CONCRETE SCREW STEEL MASONRY:-3000 PSI MIN.CONCRETE CONFORMING TO ACI m h 301 OR HOLLOW BLOCK CONFORMING TO ASTM C.90 ' 'i��i '. � >n m F :: #8X2-1/4:PPHSMS(1-7/16"MIN:EMBEDMENT);: STEEL z:o n o G 2X STUD(SG>=0.42) WOOD " °") Z H .: #10X21/2 PPH SMS: STEEL �" c a a Z oZo J STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fy=33 ksI min Fu=45 W mm) STEEL w qN oo o m w K :: #10 PPH SELF-DRILUNG SMS. STEEL � •'ti i `"� m.a a T L #10XTPPH!SMS(1-11TMIN.EMBEDMENT) STEEL $ EXTRUDED VINYL FRAME(465)' . ' RIGID PVC 2 ; EXTRUDED:VINYLGLAZING BEAD(736A).:• RIGID PVC 3 EXTRUDED VINYL GLAZING BEAD(42,5A)' RIGID PVC' 4 SILL (469)`.: 4. w RIGID PVC 5 STILE(438)•: RIGID PVC ry 6 MEETING RAIL(477)` RIGID PVC o Q 7 LOCK RAIL(476)• " RIGID PVC' Z 3. wr 8 BOTTOM RAIL(485B)`.i RIGID PVC: j¢o T gV 9 MEETING RAIL REINFORCEMENT 6063:75 ALUM z w z 10 LOCK RAIL REINFORCEMENT 6063T5 ALUM J� 11 SASH LOCK mo 12 KEEPER n:: o 13 : BOTTOM:RAIL REINFORCEMENT 6063-;T5 ALUM o 14 HEAD ADAPTER(473)'", RIGID PVC al 18_:: STILE REINFORCEMENT6063;:T5 ALUM 77 518" : m 20 , WEATHERSTRIP: : GLASS BITE 718"O.A.GLASS THK. 21 BALANCE COVER(468) RIGID PVC GLAZING SEALANT 22 EXTRUDED VINYL GLAZING BEAD W/DRIP.EDGE(467)` R RIGID PVC (RECORA:#8P5j m°w 24 :: BULB GASKET(AMESBURY) FOAM 1/8 ANNEALED GLASS: o a THE APPROVED WHITERIGID PVC EXTERIOR EXTRUSIONS'.FOR WINDOWS ARE TO BE PRODUCED BY::: w g a QN EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS'FOR RIGID PVC EXTRUSIONS". P,=w o z� Ln cD aoo AIR SPACE w¢w d' 1/9"ANNEALEDGLASS. a oo a d :. METAL REINFORCED BUM ON. m Fq w G1 cuulrrc oITAI! N z 33 -TEL 2/18%14 o scncE::; N.T.S. Dwa er: fit( m :. CHK.era CFS 3 rc FL-16851.2 o N sHm.:6 6F 6 g