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HomeMy WebLinkAbout1701-0192 NewSouth WIN DOW SOLUTIONS 2526.0keechobee Blvd,West Palm Beach,FL 33409.•561-712-9000•CRC1330822 Property Information Building'Information Owner: DIANAD JOSUE Wind Zone: 170 MPH. Address: 2601ARNOLD.CT Exposure-Category: C FORT PIERCE,FL 34946 Minimum Building Dimension: 25 fit. Mean hoof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening FLocation Device Device Device Max Positive Max Negative Number Zone Ir Width(in) I Height(in) Elevation(fl) Pressure(p f) Pressure(psf) 1 Int 51.75 37 7 37.1 -40.3 ................................_._.,....__..._....._._......:......_..... --- - _.. _ _ .......__.........11 ---_............- ..._...__.. ...._._.. ...._......._........................._........_....------.....11.....11........_._.. 1111----.._.....__....._._.. 2 Int 51.75 37 7 37.1 -40.3 ................._..._..._...._..._. .. -. .. ._......_....... ..........................1.............1......1........ V. _._ _ ..._.....-----.......1...................1 ..._.__- _. _. - _...... 3 Int 72.75 49.25 7 35.6 -38.8 .............................. 1111 ....-....... W_._. . _ 1111_..-. ......... . ... ... ................_................_............1.1 1 1.. ._ .. ........___. __._-......-...................._.................--......_......................... 4 Int 24.25 48.25 7 37.8 -41.0 _ - -. ... _ ............................................... ..... ....................�._ ........................................................................._.......__. ......................... 5 Int 35 48.75 7 37.4 -40.6 .............._-....._......_......... .......... .. . . ... . ............... ._1111.. 1111.._.. . _.. .._................._......_..._.._..._.........I_.......... .............._..... ...................... ....... ........ 6 Int 24.25 48.25 7 37.8 -41.0 ....... --- 111 1- ... 1111.111..........._...:_.....-----..._... ..._.. . _. _ __.................................. -........... --_. 7 Int 24.25 48.50 7 37.8 -41.0 ._......__.......................__.._.................__._.._..._..._..__....._...._...._......................_..__...__....----......_................._...._..._.__...-..__.._..__-.__---------..._ _ . _ . ... ................... .............................................._..................... 8 t 24.25 48.50 .37.8 -41.0 _ 9 Int 52 25 7 37.8 -41.0 ..._....._----1111.. --._..._..__ _.---- ._.._.........._...._...---._...--1111.. _1111....... - 10 Int 35.7537.25 7 37.8 -41.0 .................._._.._...---.......................1.111 ._... .. . .. __._..__...__._......_........._.._._. ........._1,111.. . 1`1 Int 25.25 37.25 7 37.8 -41.0 _.._...__. ..1111. ... ...... .... ....... ....1 .111 111.............................1111... ..1111. ........... ...................... _ _ ---- 12Int 35.75 .37.25 7 37.8 -41.0 ....._ . . ........I................._._.__.._._...........................I.._......._......._ .. .......1...111.............. _ ....................................... ... ......._ 13Int 35.75 37.25 7 37:8 -41.0 .....1.....111. 111.1 _._ .._........._.._..._._........__... ...........---........ ................................1.............1..1.1 ... ....._ ... . ... . _._ . ...... . ......... .1......1. ..1.1...... 14 Int 25.25 37.25 7 37.8 -41.0 _.................--_....---..-_..__.. ............ - -- --- - _ . 1111 ... ......... . ............_.. 15 Int 35.75 37.25 7 37.8 -41.0 Prepared in accordance ivith:ASCE 7-/0,.Chapter 30.Wind Loads-.Components and Claddhig.5th Edition(2014)Florida Building Code. Page 1 oft ��=rad„ nin t? 1 SH' S�°l�x37g;(BED 3 2 LITE 72�l�x 49 Vo kIVING RM) 4 F�MRMJ 24�Hx48Sys' 12 11 10 9 5 RM/ 35 z 48�/i ®p �. 6 &H � r; �` '24+l•x 48+1+: �'r�s 7 SH 24+1+x48+Y 13 (FAMRM) ',t'8-,SW wz (FAM RMJ �3 9.SH i •n -"" 52 x 25 � a 10;SH E35x37?<•`: 14 a 15 14 $H 25+Nx37W CD a rn 5 0 LL 6 '� "! Z 111. a Il NOT TO SCALE mm J6112,2017 Site Plan 2 7/12/2017 Florida Building Code Online PRIAM BCIS Home Log In { User Registration Hot Topics Submit Surcharge ; Stats&Facts Publications FBC Staff BCIS Site Maps tints search. Flonda R : '10 it Product Approval USER:Public User Product Approval Menu,>Product or Aonitcation Search>Application List.>Application Detail FL# FL16851-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa,FL 33610 (513)284-0129 danochsteln@newsouthwlndow.com Authorized Signature Vivian Wright rickw@rwbldgconsultbnts.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows 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 Lyndon F.Schmidt the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certiflcate_of Independence FL16851 R4 COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard.and Year'(of Standard) Standard Year AAMA/iNDMA/CSA101/I,S.2/A440 2011 AAMA/WDMA/CSA101/I.SZ/A440 2008 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,2031994 Equivalence of Product Standards . Certified By Sections from the Code hfps:/lfloridabuildi.ng.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDiJOBgysbSp7aMag°/p2f8OFQiimaQ%3d'/a3d 1/5 7/12/2017 Flodda.Building Code Online Product Approval Method Method 1 Option D Date Submitted 02/14/2017 Date Validated 02/16/2017 Date Pending FBC.Approval 02/21/2017 Date Approved 04/04/2017 Summary of Products FL#. Model,Number or Name i 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 R4 I1 INST 16851.I,odf Approved for use outside.HVHZ:Yes Verified By: Lyndon R 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 I X16851 R4 AE (a)EVAL 16851.1.12df additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 16851.2 b.9400 Single Hung Window [Flange uded Vinyl"Non-Impact"Single Hung Tilt Window with I (O/X-configuration) { 1 Limits of Use Installation Instructions f Approved for use in HVHZ:No FL16851 'R4 II'INST 16851.2.odf I Approved for use outside HVHZ:Yes 1 Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes i Design Pressure:N/A I Evaluation Reports Other:See INST 16851.2 for Design Pressure Ratings,.any FL16851 R4 AE (a) EVAL 16851.2.pdf additional use limitations,installation Instructions and product ' Created by Independent Third Party:Yes particulars. - -.._._. ........................................ — _ ._..__................... .._.....__— 16851.3 c.9450 Single Hung Window j Extruded Vinyl"Impact"Single Hung Tilt Window New Construction with Nai[Fin(O/X-configuration) —.._.._........ ......... Limits of Use j Installation Instructions Approved for use In HVHZ:No FL16851 R4 II INST 16851 3 odf Approved for use outside HVHZ:Yes Verified.By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports. Other:See INST 16851.3 for Design Pressure Ratings,any FL1685I R4 AE (a)EVAL 16851.3.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 1---------`I,-_.............. ............_....._....... ...................._.._..--..__.............. i 16851.4 d.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window with Flange I (O/X-_configuration) . . }....._.._.....................-...._............ _•__......... __ __.—__....-_......_.__.........•........-._.._ _ __ _._..._.-------........._ Limits of Use Installation Instructions i Approved for use in HVHZ:No X6851 R4 II_(a)IN ST 16851.4.6df Approved for use outside HVHZ::Yes Verified By:.Lyndon E Schmidt,RE;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 R4 AE (a)EVAL 16851.4.odf j additional use limitations,installation instructions and product Created by Independent Third Party:Yes I—p_articulars. I---.— _._.r..._.._.__.............._._....... -------- --— ............--. ......._........ ......... 16851.5 e.9450Single 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 R4 II TNST°16851.5.odf Approved'for use outside HVHZ:Yes Verified ey:'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 16851.5 for Design Pressure Ratings,any F 16851 R4 AE fa)EVAL 16851 5 odf i {additional use limitations,installation instructions and product Created by Independent Third PartyYes 1 Particulars. —._._ .___......... ._—_.—.._— 16851.6 f 9450 Single Hung Window Impact Extruded Vinyl'Impact"Single Hung Tilt Window with Flange Rated HVHZ — (O/X-configuration) I Limits of Use Installation Instructions Approved for use in HVHZ:Yes rbcs 1 R4 II (a)INST 16851 6 odf Approved:for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 https:ttfl6ridabuilding.org/pr/pr app dti.aspx?param=wOEVXiawtDgtmmTSTNdVPsacfoUCDIJOBgysbSp7aMag%2f8DFQiimaQ%a3d%3d 2/5 7/12/2017 Florida Building Code Online Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports Other:See INST 16851.6 for Design Pressure Ratings,any FL16851 R4 AE (a)EVAL 16851.6.Ddf additional use limitations,installation Instructions and product Created by IndependentThird Party:-Yes particulars. 16851.7 T 1 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 R4 II Inst 16851.7.Ddf Approved for use outside HVHZ:Yes Verifled 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 R4 AE (a)EVAL 16851,7:Ddf additional use.limitations,installation Instructions and product 1 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-:configuratlon) Limits of Use _ I Installation Instructions ! Approved for use in HVHZ:No i FL16851 R4 II INST 16851.8,Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon.F.Schmidt,P.E.43409 Impact Resistant:No i Created by Independent Third Party:Yes i Design Pressure:N/A I Evaluation Reports Other:See INST 16851.8 for Design Pressure Ratings,any FL16851 R4 AE (a)EVAL 16851.8.Ddf 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 R4 II 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 FL1685i R4 AE (a).EVAL 16851.9.Ddf 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 I Approved for use in HVHZ:No FL16851 R4 II Inst 16851.10:Ddf Approved for use outside HVHZ:Yes Verifled By:-Lyndon F.Schmidt,P.E.43.409 ! Impact.Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A l Evaluation Reports Other:See INST 16851.10 for Design Pressure Ratings,any FL16851 R4 AE (a).EVAL 16851.10.Ddf 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 '— iRated-HVHZ Construction with Nail Fin(O/X configuration) __.._.----...............................W_. —__ _._._......___......_._._._.._..___.....-...... ...._._. [Limits of Use ?Installation Instructions Approved for use in HVHZ:Yes FL16851 R4 II (a)INST 16851.11.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes I i Design.Pressure:N/A Evaluation Reports Other.:See INST;16851.11 for Design Pressure Ratings,any FL16851 R4 AE (a)EVAL 16851.11.Ddf additional use limitations,installation instructions and product i Created by Independent Third Party:Yes. particulars. --...................._.__............._ _ __..__.................._...-----.................. ...__..._._....... -- 16851.12 ;1.4450 Single Hung Window Impact I Extruded Vinyl"Impact"Single Hung Window with Flange(O/X i Rated-HVHZ j-configuration) _ ___._..............._..._ --_ —_—.. .._.........._._...._._..........-......._.......... --..........._. .__.....-_....---_--._......._......_.. Limits of Use Installation Instructions i Approved for use In HVHZ:Yes FL16851 R4 II Inst16851.12:Ddf 1 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 i Impact Resistant:Yes Created by Independent Third Party:Yes i i Design Pressure:N/A Evaluation Reports Other:See INST 16851.12 for Design Pressure Ratings,any FL16851 R4 AE (a)EVAL 16851.12.Ddf — additional use lirimitations,Installation instructions and product Created by Independent Third Party:Yes particulars. ............................ _ ..._-_.........__..-...._.___.___.._.__—_ _...._......_. 16851.13 i 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 I O/X-configuration) .Limits of Use Installation Instructions https://fl6ridabuilding.org/pr/pr app il.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoUCDIJOBgysbSp7aMag%2f8OFQiimaQ°/*3d%3d 315 7/1212017 Florida Building Code Onlihe • Approved for use in HVHZ:No FL16851 R4 II (a)INS 1�ALU, f 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]NST 16851.13 for Design Pressure Ratings,any FL16851 R4 AE (a)EVAL 16851.13.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.14 n.4000'Twin Single Hung Window Extruded Vinyl"Non-Impact"Twin Integral Mulled Common Jamb Single Hung Window with Flange(DIX I O/X- configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No EL16851 R4 II (a)INST 16851.14.Ddf 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 16851.14 for Design Pressure Ratings,any FL16851 R4 AE (a)EVAL 16851.14.Ddf additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 16851.15 o.4000 Triple Single Hung Window Extruded Vinyl"Non-Impact"Triple Integral Mulled Common Jamb Single Hung Window New Construction with Nail Fn(O/X I O/X I O/X-configuration) Limits of Use Installation Instructions _ Approved for use in HVHZ:No FL16851 R4 II (a)INST 16851.15.Ddf 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 16851.15 for Design Pressure Ratings,any FL16851 R4 AF (a)EVAL 16851.15.Ddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 16851.16 p.4600-Mein Mulled Single Hung/ Extruded Vinyl"Non-Impact"TWin Integral Mulled Common Picture Window Jamb Single Hung/Picture Window New Construction with Nall . Fin(O/X 10-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FLA6851 R4 II (a)INST 16851.16.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 16851.16 for Design Pressure Ratings,any FL16851.R4 AE (a)EVAL 16851.16.Ddf additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 16851.17 q,4600 Twin Mulled Single Hung/ Extruded Vinyl"Non-Impact"Twin Integral Mulled Common Picture Window Jamb Single Hung/Picture Window with Flange(O/X 10- configuration) . Limits of Use Installation Instructions Approved for use in HVHZ:No FL16851 R4 II (a)INST 16851.17.odf 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 16851.17 for Design Pressure Ratings,any FL16851 R4 AE (a)EVAL 16851.17.gdf additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes particulars. . Sack Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850487-1624 The State of Florida Is an AA/EEO employer.Ceovrlaht 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-mall address released in response to a public-records request,do not send electronic malt 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 45S.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 emalls 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 hZL. Product Approval Act": Credit Card Safe 1 htipsJ/floridabuilding.org/PdpUpp otl.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfbUCDUOBgysbSp7aMag%2f8.OFCOlmaQ"/o3d%3d 4/5 R R W Building Consultants, Inc, Consulting and Engineering Services for the Building Industry C P.O.Box 230 Veld*FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Cern icam of Independence RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval, Lyndon F.Schmidt,P.E. FL No.43409 February 2,2017 R:1F1orlda Scanned PostingsWertificate of Independence.doc Sheet I of I NewSouthW MA)L OVERALL FIN WIDTH S; 54'MAX.OVERALL FRAME WIDTH =�'yjj k' 34 WINDOWsOLUTIONs > r =n= 4901 Oaf air"61vd.,Tampa,FL 33610 " --- $s z p oa �2 maa9! 9450 Single Hung Window a Q IMPACT RATED - HVHZ w/Flange 0 m � J � W A GENERAL NOTES W 1. This product has been evaluated and is in compliance with the 5th Edition (2014)Florida Building Code(fBC),including the"High Velocity Hurricane c Zone(HVHZ). 2. Product anchors shall be as fisted and spaced as shown on,details.Anchor embedment to base matedal shall be beyond wag dressing or stucco. A N ~ 3. When used in the"HVHZ',this product complies with Section 1626 of the Florida 3 w v Building Code and does not requite an impact resistant covering. �zc Fn 4. For 2x stud framing construction,anchoring of these units shall be the some as 5 that shown for 2x buck masonry construction. z o i; BH'Q a 5. Site conditions that deviate from the details of iha drawling require further engineering analysis by a licensed engineer or registered architect. _ MAX OVERALL:: t:OVERALL 1NAX. MAX m^ Qo TABLE OF CONTENTS DAYUtE' DAYLRE 6LAss F a~^ o SNEEf+3 DESCRIPTiON FUWGE FRAME DIMENSION DIMENSION nPE DESIG�SSSURE DIMiNSiOry DiMENRON „(OPEitAD.IE) (FIXED) POS NEG . ,, are:2119114 b 1 Typical elevations,design pressures&general notes .. o g 2 Vertical&Horizontal cross sections 35A-X77.11" 54 0'X T6 0" 4725x9438' 49.75x34 5 G1,G2 +S5.0 -63.0 suMc N.T.S. _ 3 Vertical&hor¢ontalcross sections mc.sr: JK m' 4 Buck&(fame anchorin 38.D"Xd3O 370°x620 382522738" 3ZTSx27.5 GT,G2 +65.0 -83.0 °"r �: LFs a Flo camxo.ao:. 6 Bill oof materials and glazing det s FL-16851.6 u Note:This product;.when used with:G1'glazing,isnot approved for use above 30 feet in the"FIVHZ". a snzzr T or G . a�rn.nlnN�.sarol Windows v[naurlF++ry�•Ralde woanuAp�rrttTt•Lsestsmp.11wq�c-o�.�,ys�R•isas>,ReimR-isasu•edwg.z•z ••a N�+ D � A In r'f N I \\ CIO Gf r NN N# W OL N } N a � A 3 333O N r r N r "all a m N N r a o. Cf o v • •o NW A N r' O • A � w a � � a LIZ EMS.9) EML `,fuuuurfy J " G 431W t 7.001 1 Q PRODUCT: 3oaom•11b hob fly. MOLE HUNG WINDOW Lyndon F.SohnAAt J 4 18 1 AWED ANCNORI NDOW SIZE LFS � P.t No. 43401 rffllllltt��`,,, 2 1 17 13 ADD GIANNO JK PART OR ASSEMBLY: BUILDINGBox lAIr31/L7A1ff, 3 x#II } N1 6 2TE1S UPDATE 70 STN ED. Ol+ FBC LFS VSmx &NOR ZONT� P.O. Box 230,Yaklao,FL 93683 CROSS SECTIONS Ph« No.:613.668.8187 FBPE CA. No.0313 02014 R.W.3uanmm CVMBULTAMM INC. vo% 4t K atieast� otmet& 21 NITMOR i O a C ° a 2 a 14 12 11 ,gNptE1 rt0 Gi G2 REOR 02 GI a 4)�Swdc s r F c a 20 IMI NOW ` r`a ±55 PSFMAX 4 s x o ASH "tS�ERIW a " a . i I yip >Sr olt fRNAE HOGHt>e1") is `�'F- 22 22 24 C ' n s rog 4 It ' �. C i 4 21 ib 1 21 GI •r v D .tnN� e •_ nrn 2 19 14 + a N.T.S. 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Z., 3 4 D to REVISE ANCHORING JK ,ffff11111111\\\\ �R v 5TH ED.2 12 17 13 D GLAZING DETAIL JK PART OR ASSOABLY: � CGIVSUL7AF117` • UPDATE In 1 2e1 70 2014 tfSP,O. Eox'270,Velrteq FL 336BD m A REVISIONSCOMPONENTS =CA Not 9513 f197 0 avi 4 R.W.rImums GCMtluom"m INu. 0lIL OF MATERLIIS ,`�►�►►►►1 # ���i��� mg DEWArMN MAif3411 `�� i' B 2X BUCK ISG>■QM WOOD C I/4MAX.SHIMSPACE D I/4X23/4 PRNE.COORITWCONCREIESCREW S1>$ 5 P MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI r►'''ti ♦ 8 a n E CONCRETE 3D1 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F N10XTPPHSMS(1-1/4MIN.EMBEDMENT) STELi ►► G 2X STUD SG»0 WOOD r 1u ►` Q g H #10X2-1/2'PPHSMS STEEL SHf'-JTWg �o STUD Min.Thk={ASTM A653 GRADE 33 =331ai min.,Fu-45 W mt1.) STS GLASS BITE 7/C OA.GLASS TIM 4 K #10 PPH SELF-0RILlNG SMS STEEL GUIING SFIIIAHT gg a L #10 X 2PPH SMS(1-1 IT MIN.EMBEDMENT) STEEL MKAREX-IMI 0 1 EXTRUDED VINYL FRAME 4651• RIGID PVC ` 2 WNDEDVINYLGLAZING BEAD V36 RIGD PVC n I/e'ANNEALED CLASS �e a 3 EXTRUDED VINYLGLAZINGBEAD(425A)• RIGID PVC LJ 00➢OSAfiEX�PV6Rrt9tuYBt 4 SLL(469T* RIGID PVC S MIUE 438• RIGID PVCd 1/B"ANNEAEDGLASS ; 6 MEETING RAL 4 RIGID PVC AIR SPACE 7 LOCK RAIL 476• RIGID PVC IN ANNEALED GLASS 8 BOTTOM RAL4858• RIGID PVC I�. 9 MEEtiNG RAL RElNFORCEMBNf 6063-T5 ALUM METAL R13NFORCED BUTYL 10 LOCK RAL REINFORCEMENT 6063-T5 ALUM 11 SASH LOCK 12- KEEPER _ Not approved for use above 30 feet In the WW. 13 BOTTOM PAIL REINFORCEMENT` 6063-T5AWM Gl OlA81KiNSETAS � 14 HEAD ADAPTER(473)• RIGID PVC 4 18 STILERENFORCEMENT 6063-75AWM 20 WEATHERSTRIP - 21 BAIJV<X COVER 468 RIGID PVC 22 EXIRUDE D VINYL GLAZING BEAD W/DRIP EDGE(467)• RIGID PVC u 24 BULB GASKET(AMESBURY) FOAM e •THE APPROVED WHITE RIGID PVC EXIMR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY Sir 7/B'O A GLASS Tear R EXTRUDERS LICENSEES IN HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS°. GLASS BITE } Gl/1IIN(iSFiWM E 'S (SIICAFL066�) n lAr ANNEALED GLASS 22 U OA90'SAH.pI�PVBINT9tuYHt Q `�' O 1/B'AWEAL®GLASS AS SPACE 1X75MPMGLASSIC METAL RENFORCED BUTYL ILI Dur 2117114 E 6umrc DETAR sort tN.T.S. G2 an■r: JK ■ ur.M. LFS ; awro ro, FL-76851.6 n sHM R g W R W BuildinConsultants, Inc. Consulting and Engineering Services for the Building Industry B P.O.Box 230 Valdea,FL 33595 Phone 8I 3.659.9 t 97 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions 8460 Single Hung Window Windows Single Hung 4901 Oak.Fair Blvd Impact Raeod-HVHZ Tampa,FL 33610 wl Flange . 813 626-MO Scope: Product Evaluation report issued by R W Building Consultants,Inc.$Lyndon F.Schmidt,P.E.(System ID#1998)for NewSouth Window Solutions,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, Dept.of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When used in the"HVHZ',this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5.Site conditions that deviate from the details of drawing FL-16851.6 require further engineering analysis by a licensed engineer or registered architect 6. San drawing FL-16851.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Sinned by C9937.02-401-18 TAS 201,202,203-94 Architectural Testing,Inc. Shawn G.Collins,P.E. TEL 02031487 TAS 201,202.203-94 Testing Evaluation Lab. William B.Shelton,P.E. TEL 02031566 TAS 201,202.203-94 Testing Evaluation Lab. William B.Shelton,P.E. TEL 02031722 TAS 201,202,203-94 Testing Evaluation Lab. William B.Shelton,P.E. 2. Miami Dade NOA Materials Testing 15-1201.11 Saflex•PVB Intedeyer(Eastman Chemical Co.) 3. Drawing No. Prepared by \Signed S Sealed by No.FL-16851.6 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. . 4. Calculations .Prepared by Signed S Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. c,tr:tr ffif 5. Quality Assurance �c.} �` ...... Certificate of Participation issued by National Accreditation and Management ,�" v� Institute,certifying that NewSouth Window Solutions is manufacturing ;`p 4.34 09 S� products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. ^ �JILo Lyndon F.Schmidt,P.E. d°��audat �� FL PE 2114 017 Sheet 1 of 1 OFFICE USE ONLY: s� 1 DATE FILED: ! ' /�7I PERMIT# / REVISION FEE: !`.� . RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT jjEV I PROJECT INFORMATION SION LOCATION/SITE ADDRESS: C2f n k DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: �, c 1�.J`�t1D� ,r�SficY' QUALIFIERS NAME: ' i<r•,, Cwt�► I►t1 ADDRESS: CITY: STATE: t-t_ ZIP.: tom . PHONE(DAYTIME): �5U FAX: ,gip- 44-;,T-4/t> OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC:9/23/09 Revised 06/30/17