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HomeMy WebLinkAboutProduct Approval (2) y 4 p n' .t. � � BCIS Home Log In User Registration C Hot Topics Submit Surcharge Stats&Facts Publications € Contact Us BCIS Site Map Links 3 Search t Fbd 'Product Approval p USER:Public User ..... ..... ...' r Product Approval Menu>Product or Application Search>Application List>Application Detail ` FL# FL16851-R7 11 RECEIVED Application Type R ' ion Code Version 2017 MAR 17 2020 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer NewSouth Window Solu ons 0 Ply Address/Phone/Email 10741 r ::erc Ivd. fill tampa, FL 336 (813)626-6000 danochstein@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hu Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Lim 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 3. King, P.E. RA Validation Checklist-Hardcopy Received Certificate of Independence FL16851 R7 COI (d) Certificate of Indenendence.pjff 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 ( ? 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) Eval 1685 _L-Pdf 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 (b) Inst 16851.2.pd 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 EL16851 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 II (b) Inst 16851.3.p�{ 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.E 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) Eyal 16851.4.p_d additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Z1�61851.5 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.)df Approved for use puftide HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant Ye_s Created by Independent Third Party: Yes Design Pressure: 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) .............. ......................... ... .rw w; . . _ . . jj y,8 o ON w N: WS: h�: 57'MAX OVERALL FINAggS Z" V: $ice " E O• 5d MAX QYERAUFRAM WIDTH 1IINQIIJ"sorurro�s ti 004Oa air lad TOM 0 FL 3.361 Q m:a a p LL 9450q ie Hai 9n Ili�ind6r �z IMPACT RATED ` HVHZ p wz 3 �o -w/.NOjItng:Fin Z its ' GENEf$At_rldTES: �I i o. U I.' This prodUdt has been eyaluated and:b in compliance Yntti the 6th Edition / m r (2417)Florldo Building Code(FBC) including the` 6h Velocity Hurricane U Zone'(HVHZ), ' w. 2: Product anchors shall be astisted and spaced as shown ori defarls.Anchor o 0 . embedment;to base material shall be;beyond wal[dressing or stucco: a cv v, :w. . ww',o 3; When used in the:"FiVHT.this product:complies with 5ectiaq l Q2 of the Aadda v—, Budding:Code and does not require an;Impact resistantco..yering. P n d. Nfe conditions that.deviate from the details of this dravnng require further engipeenng grialysrs by a licensed engineer or regrstered dretTrtecf: a o Q Q: TABL OF COMENTS MhX oV�Rnt6 �tAX'evet�tu ...ITE Gb43S" AesrGf<f pRlsssUR o 0 w SHEET .:'DESGJUPTION fP3Fj ev zEl 11 N FTtA1NE fYU{X PAAX D!AlEyS7D�1 ATMENSTON A Typical elevations design pressures&generdl notes.: DlMENSWN tMENSION ,{pp g [ftXED] Pds NO we 2/t 7f b 2 : Vertical&harizontatcrosssections: sc 7�. ::� ...., 3 .. :Vertical:&:horiiantatcrosssecttans; . 57.0'X74.0" 540"X760" 47.25"X34:38. :AP.75'X34 ,. &t +5&0 65:0 owc sv N ,J{1 m .4 : •.Buck:&frame:arrchonng ;; cicc sr tFs 3 a n 5 Components Nate:This product ls, of approved for Use abovs 3d#eet'n the HVHT`. ozwnNc No a :6 Bill of:matenais and glazing details' R 1685 t.5 sNEErI: f ok fi a , .................. ............... ............................................ .... :..... .. ........................ ............ .. . . .......... .................................... . ......... 1 .:'�:R101entslNeJi ioudi Window3 P.ERMlN1ENi\A=:floiida Product gppioJa(s\FL;1E85151rig1e.Hung\C-.Dravringf\FC-16851:1201'711F1-168515.dwg,2Y "::' '..'......:. ..:'...... ::::: :'..: .':: - :". ........ ........ ..... ...................................... ....... ............ ..................... ....................... ........................ ...._...................... 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'. _��-. . ...08 ........ ........ ... .. ....... ........ .. .... ..._....... .. . . ........ . ....... ...._ ....*... ..... ... ........................_ .. .._... ............................ ......_ .. ....,.....O .... .......... �. _. J. � .. ....... '. E..' $ PRODUCT. ..... .................... Dooumente ProporW By:�� . �iq•.�:1.0.,6wLyndon FSchmidt.. P.E. N6: 43409 0NpLt.t•%i% i% 2''T-70-8/17 UPDAM10:BTWEO: 2017 FBC JAZARr'OR ASSEMBLYi""""'- ��/- :,CONS —2- �t r" in 1 8 28 15 UPDATE TO 5TH EO 2014 FBC vY P.O. Box 230,Volrico, FL 33595 .. - N x �. VERTICAL & HORIZONTALNO .DATE .. .. .. CR .. .... ... .... .. .. .hone. o...B .859.9 97 REVISIONS_.. OSS SECTIONS'....... .. FBPE..cA ND..se13...... 03014 R.W.BUILDIND CONSULTANT IND. ..... ..... ...... ...... ....... .......... 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CL ... ....... ........ ................. ................... 0 ......... .. ......... ............ .......I ms — .. ... . . .. ... ... .. ... ...... ........ ........... ...... .... . .... . ................................. ....... 5 M.......................... I.......... ........I Z .... ..................... .... ......... A ....... ..... ............1.-1 0.�. ..: — a . ..... ... .... ................ . ........ .......... ...................... ...... ................ ..... ........... .......— ....... ... ...... ........ ............. ...... ..... ... .......... ................................ ..................................I I. ........I....... . ......... .. ...... ..... ..... ...... . ......— — ...... SCF .......... .... ............. ..... .. .. .... v, ........... ...... .......... . .................... Na 43409..... .......... ..... ------ ....... ............. ....... ...... ....... .......... ..... -...... ......... ...... ......- I...., . .....I. ................. ...... ...... ...... .... ...... .................-...... ....... .... ...I .... ...... ..................... ............ PRODUCT: ?c I .0 .... am"rur -ni 1 K. g ...... ..SINGLE HUNG WINDOW ..... Lyndon.-F...Schmidt.... ...... 9 , :.... .... ................. .......... ......- ...... ........ .......I ��:-1..6 R q: P;E No. 43409 >< c, Co -2.:1?40YI7 L�K:PART OR ASSEMBLY; BUILDINO CONSULTANTS; INC.7: FEPC' LFS ...... UPDATE E-M:Ml.: j:14 U) -- 1 6126115 UPDATE VERTICAL & HORIZONTAL P.O. Box 230 VaIrloo, FL 33595 IO1 !mn .. ....... DATE ...... ... ....... BY.... CROSS'SECTIONS—*-. .. .............Phone.No.,013,65.9,9197 ......... ........... ......... —........... ............I......... - - .-REN(SIONS..................................... ..... ............. ...... ...... ........................... 0 2014 R.W.BUILDING coNauvr—iTa mc. ............. ....... ....................... .... .... ......I........ ...................... ........—.... ...... .............. ........ 2X/STEEL STUD FRAMING TO BE DESIGNED BYTHE ENGINEER OR ARCHITECT' Cry :a OF RECORD BASED ON WIND CORDS aS% a J AND THE:CLADDING BEING USED _V. * Q z W: a'M . . Z. AX.OC D` 3 EQ.SPACES 8"MAX.O C. ` iV'�.., m ro to (TYP] ,.', : 11►ti 3N.. o ? h X C Eopp cV od n: VV H WOOD: SASH FE o z TYP' K STEEL 2X SUB TYP. FRAME * BUCK z 2X SUB 3 W U U BUCK MASONRY : p MASONRY z qy C OPENING 'v OPENING: z N =¢ SASH � 4 a BUCK ANCHORING FRAME ANCHOHUVG FRAME ANCHORING 2X Buck Masonry.. Stud Construction: N N Constriction W W O BB CONCRt7EANCHOR:NOTES: w w ¢¢ Yl: min;: O o Concrete anchor locations at the comers may be adjusted to mdrntaln:tfte a a 9 edge distance to mortarjolnts.. a z o :2 Concrete anchor locations noted as:MAX.ON CENTER"must be adjusted to s wm maintain fhe;min.edge distance to mortor%tjits,additional concrete anchors maybe re4blred tc ensure the MAX:ON CENTER"dirnendon are not exceeded.`: �' a W 3:Concrete anchor table:: MtN.C[FARANCE MIN CLEARANCI a o. El D ANCHOR ANCHC/R MfN TO:MASONRY' TOADJA„„CENT , TYPE SIZE EMBEbMENT ....., :EDf,E... oATe-,? 17' 14 : i ANCHOR 'ITWseas NTS. - TAPCON MO.On JX m ELCO . ULTRACON® 1/.4” : 1 4" cNK.ar LFS ! 3 a :.. WOOD SCREW INSTALLATION NOTES: ': .. .. FL:-16851.5E o I.Maintaln a:minimum 5/8"'sdge distance,1"end datarce&ii"o c,spacing of F7 d wood screws to prevent the splitting of woo DRAWWO ND.;:: d; sNCEr 4 oT 6 a ................... ...._.........I............ ._................................................... _ . ... .. ............. . . ............................... ..._............ ....._._............._........_....... ..._.. _.........................._ .... :................. ............................. ........................ ........:............................_........... .. ............_........._......_...... „ a Rjtlienis\New.Siiuih Windows Pfl2MANENTU1.-FlotiiJ&;Prodkf ApprovalslFCi16851 Single.Hung1C-:Drdivings\1=7.6851(2017)\R?168515dwg,.5-1 .._...... .................. _.................. ..................__._...................... . . ............... ... ......................I.............. 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"don.F.r12,'2077" .. .._.... _..........................._.......-...........................................................c.................._. ........................._......._..................f .....................;: ,:.......... [NO ..... .. .... .. ... .PRODUCT .. Document PrePmeo.B.�i ,. .. t'1 SINGLE HUNG WINDOW Lyndon F Schmidt ���� RW : �' MS�M! V10 08 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULT , INC. E- iii' - '6 26/15'UPDATE;TOt:5TH-EDS 2074 FBC'-LPS-- "' -DATE BY COMPONENTS Phone No: 873.859.8197 ... _ ....REVISIONS...-.... FBPE CA.No..,98t3.._. �) 2014-R.W:'BUIloiN6CaN6U TANTS INa:........ .......... ......... .......... ........... .... ................... ..... ..... ...................... .............................................................. .................. ....... ........ ... -.. ................. ..... .. ... ........-. ..-.......-.................:. .... ....................... ................... ............................. . ...... ....... ... ..... ... ..... .. ................... .. ....... .. -..............I........................... ..... BILL OF MATERIALSwill; ���`` 4c 11PM t:: LIESCRIMION MATMAL ���'� B 2XBUCK(SG>=0.55) WOOD gyp. div C : IM MAX.SHIM SPACE ? v k a Q z n zQ � D : 1JC2 3/4 PFH ELCd OR ITW CONCRETE SCREW STEEL 14" N o E MASONRY:3,000 PSI MIN.CONCRETE CONFORMING TO ACI. CONCRETE ' m 301:01?HOLLOW BLOCK CONFORMING.TO ASTM C90 F #10.X:T PPH:SMS(1-314"MIN.EMBEDMENT) STEEL �'�/i ••• i o m o G 2XSTUD(SG>=0.55) WOOD 1l[rt z H #10.X:2-112"PPH SMS(1-3/4":MIN:EMBEDMENT) STEEL 9 0."z . zo J STEEL STUD:Min.Thk.033" (ASTM A653 GRADE 33.Fy 33 ksi min.,FLr=45 W mm) STEELto' °' m K #10.PPH SELF DRILLING SMS STEEL a ma L a "�. m a a{n EXTRUDED VINYL.FRAME(455)` RIGID PVC of k 6 2 ' EXTRUDED VINYL;GLAZING BEAD(736A)' RIGID PVC: E `o= 3 EXTRUDED VINYL GlAZING BEAD(425A)• RIGID PVC ' 4 SILL(459)*: :RIGID PVC Z S STILE(438) C RIGID PVC. v 6 '; MEETING RAIL(477)` :RIGID PVC 7 LOCK RAIL:(476)i RIGID PVC o 8 BOTTOM RAZE(4858)" RIGID PVC w – z 9 MEETING RAIL REINFORCEMENT 6063-T5 ALUM 10 LOCK RAILREINFORCEMENT 6063-T5 ALUM m',u 11—:: SASH LOCK = w' 12 : KEEPER 13 BOTTOM RAIL REINFORCEMENT F 6063-T5 ALUM 14 HEAD ADAPTER(473)• RIGID PVC o 3: 18 STILE REINFORCEMENT :6063-T5 ALUM ... e: pr 20 WEATHERSTRIP: 21 BALANCE COVER(468) RIGID PVCs GLASS gl 7/8"O.A.GLASS THK 22 EXTRUDED VINYL:GLAZING BEAD W/DRIP EDGE:(467)' RIGID PVC GLAZING SEALANT: 24 BULB GASKET(AMESBURY) :: FOAM (SIKAFLEX=552) "THE APPROVED-WHITE RIGID FVC EXTERIOR EXTRUSIONS FdR WINDOWS ARE i0.BE PRODUCED BY 1(8'`:ANNEALt�;GLASS o e EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". N N N Q 0 090"Saflex®PVB INTERLAYER::w Pu o a O a 118.ANNEALEPGLASS, o o AIR SPACE ~ 8so 1/8"A s ©, NNEALE�GLASS. a a Q >> z Q METAL REINFORCED)BUTYL so LL oty¢ r o f G.T GLAZINGQEfA1L ^z v aw DATE 2117/-14 i scae i N.T S. a i m 3NOTE.GLAZING>36'W w IDEREQUIRES TWO(2)SETTING ova JK cm ar LFS N BLOCKS cb40RM1IkG TO FBC SECTION 24113 31 rc 3 .WAYANC 3 FL 16851.5 N c SHEEY 6 OF;6 c 4