No preview available
HomeMy WebLinkAboutProduct Approval 5/26/2017 Florida Building Code Online —77 f1'Z f t BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Florida ratI Product Approval USER:Public User d&rrz-a 7 Product Approval Menu>Product or Application Search>Application List>Application Detail 47 I e FL# FL16851-R4 Application Type Revision ° I1 Code Version 2014 PEt;f�{i�iA;C Application Status Approved CCunfi,, Comments Archived L� Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa, FL 33610 (513) 284-0129 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 Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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. Cdl Validation Checklist- Hardcopy Received Certificate of Independence FL16851 R4 COI CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/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 Certified By Sections from the Code https://Floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJOBgysbSp7aMag%2f80FQiimaQ%3d*/o3d 1/4 5/26/2017 Florida 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 Summa of Products 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 Fn (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R4 II 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 R4 AE (a) EVAL 16851.1.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product 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 R4 II INST 16851.2.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 16851.2 for Design Pressure Ratings, any FL16851 R4 AE (a) EVAL 16851.2.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16851.3 c. 9450 Single Hung Window Extruded Vinyl "Impact" Single Hung Tilt Window New Construction with Nail Fn (O/X -configuration) Limits of Use 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 FL16851 R4 AE (a) EVAL 16851.3.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product 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 R4 II (a) INST 16851.4.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 R4 AE (a) EVAL 16851.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16851.5 e. 9450 Single Hung Window Impact Extruded Vinyl "Impact" Single Hung Tilt Window New Rated -HVHZ Construction with Nail Fn (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R4 II INST 16851.S.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 16851.5 for Design Pressure Ratings, any FL16851 R4 AE (a) EVAL 16851.5.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Xcdring.or 51.6 f. 9450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Tilt Window with Flange Rated - HVHZ (O/X-configuration) its of Use Installation Instructions proved for use in HVHZ:Yes FL16851 R4 II (a) INST 16851.6.odf proved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 https:/ffloridaapp dtLaspx?param=wGEVXOwtDgtmmTSTNdVPsacfoLiCDIJOBgysbSp7aMag%2f80FQiimaQ%3d%3d 214 5/26/2017 Florida Building Code Online Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 16851.6 for Design Pressure Ratings, any FL16851 R4 AE (a) EVAL 16851.6.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16851.7 g: 4400 Single Hung Window Extruded Vinyl "Non-Impact"Single Hung Window New Construction with Nail Fn (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R4 II Inst 16851.7.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 16851.7 for Design Pressure Ratings, any FL16851 R4 AE (a) EVAL 16851.7.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product 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 R4 II 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 R4 AE (a) EVAL 16851.8.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16851.9 i. 4450 Single Hung Window Extruded Vinyl "Impact"Single Hung Window New Construction with Nail Fn (0/X -configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R4 II Inst 16851.9.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 16851.9 for Design Pressure Ratings, any FL16851 R4 AE (a) EVAL 16851.9.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product 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 R4 II 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 R4 AE (a) EVAL 16851.10.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16851.11 k. 4450 Single Hung Window Impact Extruded Vinyl "Impact" Single Hung Window New Rated - HVHZ Construction with Nail Fn (0/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R4 II (a) INST 16851.1l.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 16851.11 for Design Pressure Ratings, any FL16851 R4 AE (a) EVAL 16851.11.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 16851.12 I. 4450 Single Hung Window Impact Extruded Vinyl "Impact' Single Hung Window with Flange Rated - HVHZ (O/X-configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16851 R4 II 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 R4 AE (a) EVAL 16851.12.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product 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 Fn (O/X I O/X -configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16851 R4 II (a) INST 16851.13.13df https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoUCDIJOBgysbSp7aMag%2f8OFQiimaQ%3d%3d 34 R w R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,Fl,33595 Phone 813.659.9197 Florida Board of Professional Enaineers Certificate of Authorization No.9813 JUM St. Lucie Certificate of Independence RW Building Consultants and Lyndon F. Schmidt,P.E.do riot 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. l Lyndon F.,Schmidt,P.E. FL No.43409 February 2,2011 RAFlorida Scanned PostingACertificafe of Inde-pen"d d Sheet I of 1 ence. oc 1% lit C 1 % / NwSouth ............. I " ` "MAX. E WIDTH - ro WIND01Nso�ur)oNs 4' � .o' tg dl 4//p *p ��% z o m 6 �Ivd., 111111 o n Z 4901 Opa,FL 33610 r%� 9 .Z ?m0 od a Hr'i 'm aa� 9450 Single Hung Window 0a IMPACT RATED - -HVHZ w/Flange W Z GENERAL NOTES ^ U vz—, o In 3 1: This product has been evaluated and is in compliance with the 5th Edition o (2014)Florida Building Code(FBC),including the"High Velocity Hurricane / Zone^(HVHZ). m = 2. Product anchors shall be as fisted and spaced as shown on details.Anchor m embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHT',this product complies with Section 1626 of the florid N Building Code and does not require an impact resistant covering, o m Z _o V)4. For 2x stud framing construction,anchoring of these units shall be the same as o 2Z that shown for 2x buck masonry construction. n N $ 5. Site conditions that deviate from the details of this drawing require further " engineering analysis by a licensed engineer or registered architect. s M71X OVERAll MAX OVERAII MAX_ MAX DESIGN PRESSURE N N o TABLE OF CONTENTS DAY 1.11E DAY9!!MGl 4SS : SHEETS DESCRIPTION ELAIJGE FRAME DIIGIENSION DIMENSION w 1YPE (PSN a n N^z v ENSfON" DIMENSION (OPERAB,LE) (FIXEDJ, o N POS.:. NEG.... DATE: 2119114 = 1 Typical elevations,design pressures&general notes -� - "� - - -- --` o 2 Vertical&horizontal cross sections .0"X 0" 54.0"X76.0" 47.29'x 34.38 49.75"x 34.5" Gl,G2 +55.0' -65.0 5�E N.T.S. 3 Vertical&horizontal cross sections DWG.er JK m 4 Buck&frame anchoring ^X .0" 7.0"X 620^ 30.25"x 27.38^ 32.75^x 27.5^ G1,G2 +65.0 -85.0 CHK Dv: LFS 3 3 5 Components MWING NO.: v z 6 BID of materials and glazing details FL-16851.6 0 n Not . is p uc, hen used taring,isnot approved for use above 30 feet in the" ro SHEET_-L OF 6 d R:\Olents\New South Windows PERMANENT\A-Florida Product Approvals\FL-16851 Single Hung\C-Drawings\FL-16851(2014)\FL-16851.1-6.dwg,2-2 O O 00 .. 0 M • < q O m'P N A N�+ m 'd n m m Z n 29 °,o \\ . �p3 0 n 3 x�n O ' W � N N N N A ` W m0 to N NN a� S,CN Z O wo j L-sn ■ sm=r mN N o o m 3 O N N N N p G rr n CD � n Ur a Z ae 3 3 0 T G .• N o < vA m W m Lo Mm z m I0 m N N rn A O .p O N 3 � � C7 N �O 7x y e � 0 A ❑ n z n m 1-114°MIN 1-1/4"MIN. 0 EMB.RYP.) EMB.SYP.� *.SC.eFll{! T x 8 PRODUCT: Documerd.Prepared By.i •• n '1 13 SINGLE HUNG WINDOW Lyndon F. Schmidt ��// •'+ ?�.'�'• ��� IN I + N 4 2 73 77 ADDED 37x62 MNOOW SIZE LFS P.E. No. 43408 ;`�`� Nor 3 4 19 i6 REVISE ANCHORING JK �7f1f11111x1 2 1 17 75 DD GLAZING DETAIL JK PART OR ASSEMBLY: mXnA/BUILDING CONSULTANTS, INC. �t vl 1 6 26 15 UPDATE TO 5TH ED. 2014 FBC LFS r!V1/1/ P.O. Boz 230, Valrico, FL 33595 (°' m y NO DATE BY VERTIC4L SECTIONS AL YYVV Phone No.: 813.659.9197 REVISIONS CROSFBPE CA No. 9813 021774 R.W.BUILDING CONOULTAWS INa. NOTE:Sheet Metal Screws must penetrate a min.of 3 threads a .•• K through at least 2 sheets of metal. E _; g. iv► r� / 1 d_Z n C 1 a '* 1 2 18 4 a. . :�v Z inn 3 v O v 3 21 INTERIOR D Z '��i,�� '•.... ..... ;`,,��� N>°n a m ►►►►n ►a 8 °D Z 01 L o v ■id \ Z_8 U `on a B V(� gU sd C O gU. mda� OZ � 3 2 a X 14 12 11 SEE NOTE 1 0 o rn 2 GI G2 EXTERIOR G2 GI 3 atF 10 c> z w 4 HORIZONTAL CROSS SECTION m �' 3 3 Metal Stud Constructions o Note: INTERIOR z �� 1.Lock and keeper located T'from O `;�+ a each end of lock/meeting rail. E o ~ z °d #55 PSF EXTERIOR 6 a 1-1/4"MIN. MAX.DESIGN PRESSURE FOR ALTERNATE 20 m'P) m EMB.(TYP.) ANCHORING LOCATION SHOWN ON THIS SHEEP 9 (FOR FRAME WIDTH>37"OR FRAME HEIGHT>671 A G2 Gl m 8 8 N .l . C L 1 in INTERIOR 4 I 1 C ° o° 22 13 o N m a 1B 4 Zc�a� o 21 G1 G2 21 0 24 0� N> L ^U Z_p X C==o e C n�� 5 _ °wyM g B z� J C _ Q v 3 3 z pi q E ° ate:_2/19/14 = D a D EXTERIOR °"•,G• N.T.S. G1G2 1-1/4"MM. M.B'. JK m b 2 2 EMB.VYP.) CNK.W. LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION CaawNo No.: z" 3 2X Buck Masonry Construction 3 1 X Buck Masonry Construction 3 2X Buck Masonry Construction ° FL-16851.6 n SHEET 3 Or 6 N a .`````��Iq*. ?�` : ••gam •,�;��%_ 3 EQ.SPACES 11"MAX.O.C. 5" L�'• �: c a n .. • • G 9 Z x Z V 1 I L $io 9d.W 5 oto _ mda d N D LL 0 E °Z FY SASH F L 2X BUCK — SASH 2X SUB D 1X BUCK 8 J a BUCK FRAME — K STEEL SND 3 � o TYP. z W g 2X SUB a MASONRY D _ BUCK = m Jd Cc o OPENING V. MASONRY to a v ✓ CC SASH OPENING — — qSASH K' E z °d a a 00 V rn W µ _N BUCKANCHORING FRAME ANCHORING v' N 3 J Z d ZVQP„ o o0 @@@F 0 a n U 2 p Q M1 CONCRETEANCHOR NOTES: w N o $S 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. g Q 3 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to �_o maintain the min,edge distance to mortar joints,additional concrete anchors m LL na�mrw- i zr3 may be required to ensure the MAX.ON CENTER"dimension are not exceeded. N ao 3 Concrete anchor table "r *� o m a MIN CVARANCR :MIN CLEARANCE a N O a ANCyOjTANCHOR MIN 70 MASONRY 7OADJACENTz a ...;TYPE SIDE EMfiEbM1 N7 . wh: 2/19/14 i v ®...... wA". N.T.S. ° ITW 1/4" 1.1/4" 2" 4" 5 TAPCON °wa er: JK m £ ELCO ULTRACON® IN 1-1/4" 1" 4" °�reic r+°.:LFS ; WOOD SCREW INSTALLA17ON NOTES: rc z a 1.Maintain a minimum 5ff edge distance,I"end distance,d I"o.c.spacing of FL-16851.6 a wood screws to prevent the splifBng of wood. sxEEr—4OF 6 R\ClientANew South Windom PERMANENT\A-Florida Product Apprwals\FL-16851 Single Hung\C-Drawings\FL-16851(2014)\FL-168S3.1.6.dwg,5-2 2.29 3.29 4 nI0.06TL— rl Nq— C OV V� N 0 � P N 111O pd 0 � 0 2.19"— D 2.74" a q .�1��j111 �7}III TIM DO; y O a rl a 1" I oo 1.78" 124" J W I t.24 o q�]° qO w � IAT o � o C Iy Tk- -9 r 1 _ IJ � L 1.42' T 217" m © 0.045' 'mss PRODUCT: Dowmenb Fnpand By:�� •S, :• `` SINGLE HUNG WINDOW Lyndon F. Schmidt I N 42 13 17 ADDED 37x62 WINDOW SIZE LFS P.E. No. 43409 '�j / A••• ��` 19 16 REVISE ANCHORING JK N ` y 2 12 17 15 ADD GLAZING DETAIL JK PART OR ASSEMBLY- GD��!BUILDING CONSULTANTS, INC. to 1 6 26 15 UPDATE TO 5TH ED. 2014 F13C LFS YY P.O. Box 230,Volrrco, FL 33595 IO1 '1' NO DATE COMPONENTS Phone No.: 813.659.9197 REVISIONS FBPE CA No. 8613 ®21314 R.W.9UILOINO CONSULT 8 IND. BILL OF MATERIALS //� REM• DESCRIPTION MATERIAL �:0� '••••• m B 2X BUCK[SG>=0.551 WOOD �-J* A% C 1/4"MAX.SHIM SPACE D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI p z , E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE '.., `���� -j c o m' F #10 X 2"PPH SMS(1-1/4"MIN.EMBEDMENT) STEEL //////� �����` z.00 G 2X STUD(5G>=0.55) WOOD T ITS � 8"'N•;z H #10 X 2-1/2"PPH SMS STEEL 5/8" 0 x z d 9 w 1 STEEL STUD Min.Thk.033" (ASTM A653 GRADE 33 Fy�3 Wmin.,Fu=45 ksi min.) STEEL GLASS BITE 7/8"O.A.GLASS THK. d. E m °c •K #IOPPHSELF-DRIWNGSMS STEEL GLAZING SEALANT �'� maa� L #10 X 7'PPH SMS(1-1/7'MIN.EMBEDMENT) STEEL (SIKAFLEX-552) ? 4 1 EXTRUDED VINYL FRAME(465)• RIGID PVC € S 0 z 2 EXTRUDED VINYL GLAZING BEAD(736A)• RIGID PVC T/8"ANNEALED GLASS i 3 EXTRUDED VINYL GLAZING BEAD(425A)• RIGID PVC LJ ^�0.09U SAFLEX°PVB INTERLAYER 4 SILL (469)• RIGID PVC 5 STILE(438)' RIGID PVC 1/8"ANNEALED GLASS J� 3 6 MEETING RAIL(477)' RIGID PVC AIR SPACE z 7 LOCK RAIL(476)' RIGID PVCwra 3 o 8 BOTTOM RAIL(485B)• RIGID PVC O 1/8 ANNEALED GLASS 10 LL 9 MEETING RAIL REINFORCEMENT 6063-T5 ALUM METAL REINFORCED BUTYL = m "i 10 LOCK RAIL REINFORCEMENT 6063-T5 ALUM ,� � I l SASH LOCK Not approved for use above 30 feet in the"HVHZ". ? mz 12 KEEPER " o 13 BOTTOM RAIL REINFORCEMENT 6063-TS ALUM G1 GLAZING DETAI! 0 14 HEAD ADAPTER(473)' RIGID PVC a a 18 STILE REINFORCEMENT 6063-T5 ALUM 20 WEATHERSTRIP m 21 BALANCE COVER(468) RIGID PVC 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE(467)' RIGID PVC 24 BULB GASKET(AMESBURY) FOAM •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY GLASS 5/9' 7/8"O.A.GLASS THK.WE 3 N EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GLAZING SEALANT zO J o z Z Q W O (SIKAFLEX-552) N Ix O O D N $ xc=izo K C 1/8"ANNEALED GLASS n W 0.090"SAFLE0 PVB INTERLAYER ow wan 1 z CD s a 1fir ANNEALED GLASS n m r� AIR SPACE n° -N 1/87 TEMPERED GLASS Nam ° m •-O 0 c METAL REINFORCED BUM >i wTe 2117114 z c � GLAANGDET'AIL SCALE N.T.S. m' G2 FSHELTTOY JK LFS 3 9i 0.: 3 V z 6851.6 N Of 6 G a' R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O.Box 230 Valrico,FL 33595 Phone 813.659.9 1 97 C Florida Board o0r1ofessional Engineers Certificate ofAuthorization No;98113 Product Evaluation Report ReportNo.: FL-16851.6 Date: Febiwai:ji 13,2017 Product- category Sub CategoryManufacturer Product Name NewSouth Window Solutlons 9450 Single Hung Window Windows Sihigle,Hung 49616ak Fair Blvd Impact Rated-HVHZ Tampa,FL 33610 1 w/Flahp 813 626.6000 626-6000 Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for NeWS60th Window Solutions,based on Rule Chapter No:61 G.20-3,Method 1 D of the State of Florida Product Approval, Dept.of Business&Professional Regulatio h. RW Building Consultantsand 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 n6ffled,herein. Limitations: 1. This product has been evaluated and is in compliance ance 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 will dressing or stucco. 3. When used in the"HVHZ",this product-corn plies With Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x'lsiud 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; SeeArawing FL-16851.6 for size and design pressure li M- itations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed bv, 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 201,2621--203-94 Tetting,Evaluation:Lab. William B.Shelton,P.E. 2. Miami Dade NOA Materials Testing 15w1201.11 Saflex"'M Inierla-y6r(Eastman Chemical Co.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-16851.-6 RW Building Comultants,Inc,(CA#9813) Lyndon F..Schmidt;P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,.Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon R Schmidt,P.E. 5. Quality Assurance N."e Certificate of Participation issued.by National Accreditation and Management Institute,certifying that NewSouth Window Solutions is manufacturing 4,3 4 pt} products within a quality,assurance program that complies with ISO/IEC o= ,A_ 17020 and Guide 53. STA T E 0 F_ 0 % Lyndon F.Schmidt,P.E. FL PE No.4340.9 2/14/2017 Sheet 1 of 1 5 172 12 0 1 7 Florida Bolding Code Online Business & Professional Regulation rMEWAMM TRIM BC15 Home i Log In 1 User Registration Hot Topics Submit Surcharge Sats Q Facts Publkations FEC Staff ; eCIS Site Map Links l Search Or Product Approval 1 USER:Public User /,gam —�. Product Aoorovel Menu>Product or Aoolloa tiu tion Search>Aoollration List Apptbn Detail ri- �.�• {{ i rJC . �OFFICF OF THE FL# FL1541343 SECRETARY Application Type Revision Code Version 2014 Application Status Approved PERNiI li\j'G St. Lucie aunty, FL Comments Archived Product Manufacturer NewSouth Window Solutions Address/Phone/Email 4901 oak fair blvd tampa, FL 33610 (513)284-0129 danochsteln@newsouthwindow.com Authorized Signature Vivian Wright rickw@rwbldgoonsultants.com Technical Representative Address/Phone/Ercall Quality Assurance Representative Address/Phone/Emall Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida Ucense PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J.fang, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15413 R3 COI CERT OF INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) Stondard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D t>ZtpsY/Aaridatxilding.orgipr/pr app tltl.aW?param=wC—WQwtDgtep%2bDhVRQZHLwQr1rITHMt4WNQgT1FHgOvpSRUxY)(Fw%3oV*W 1/3 Ory Florida Building code Online Date Submitted 12/08/2015 Date Validated 12/06/2015 Date Pending FBC Approval 12/13/2015 Date Approved 02/10/2016 Date Revised 02/27/2017 Summary of Products FL Model,Number or Name Description 15413.1 a.Vantage,eVantage, (Vantage Extruded Aluminum Vertical Clipped Structural Mullion for use Clipped Mullion with Impact and non-Impact window products In Masonry or Wood Openings Limits of Use Installation instructions Approved for use in HVHZ:No FLIS413 R3 II INST 15413.1.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 15413.1 for Design Pressure Ratings, FL15413 R3 AE EVAL 15413.1.odf specific use limitations,Installation Instructions and product Created by Independent Third Party: Yes particulars. 15413.2 b.Vantage,eVantage,(Vantage Extruded Aluminum Vertical and Horizontal Gipped Structural Clipped Mullion Mullion for use with Impact and non-impact window products In Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ:No FLIS413 R3 N INST 15413.2.adf 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 15413.2 for Design Pressure Ratings, - FLIS413 R3 AE EVAL 15413.2.odf specific use limitations,installation instructions and product Created by Independent Third.Party:Yes particulars. 15413.3 c.Vantage,eVantage,iVantage Extruded Aluminum Horizontal Clipped Structural Mullion for Clipped Mullion use with impact and non-impact window products In Masonry or Wood Openings Limits of Use — Installation Instructions Approved for use in HVHZ:No FLIS413 R3 IJ INST 15413.3.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 15413.3 for Design Pressure Ratings, FL15413 R3 AE EVAL 15413.3.odf specific use limitations,Installation Instructions and product Created by Independent Third Party: Yes particulars. 15413.4 d.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Vertical Clipped Structural Mullion for use with Impact and non-impact window products in Masonry or Wood Openings Limits of Use — Instalpntlon Instructions Approved for use in HVHZ:No FL15413 R3 II INST 15413.4.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 15413.4 for Design Pressure Ratings, FLIS413 R3 AE EVAL 15413.4.pdf specific use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15413.5 e.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Vertical and Horizontal Clipped Structural Mullion for use with Impact and non-impact window products in Masonry or Wood Openings Limits of use Installation Instructions Approved for use In HVHZ: No FLI5413 R3 H INST 15413.5.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 15413.5 for Design Pressure Ratings, F135413 R3 AE EVAL 15413.5.odf specific use limitatlons,Installation Instructions and product Created by Independent Third Party: Yes particulars. 15413.6 f.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Horizontal Clipped Structural MuIllon for use with Impact and non-impact window products In Masonry or Wood Openings Limits of Use Installation Instructions - Approved for use In HVHZ:No R-15413 R3 II INST 15413.6.odf hips t/l1oridabuilding.org/pr/pr app dH.aW?param=wGEVXOwtDcW/o2bDhVRQZHLwQrlrlTH4lt4WNQgT1FHgOvpSRUxYXFw'Y*3d%3d 213 51221201Y Florida Building Code Online 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 15413.6 for Design Pressure Ratings, FL15413 R3 AE EVAL 15413.6.Ddf specific use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15413.7 g.4175 Series Clipped Mullion 4175.Extruded Aluminum Vertical Clipped Structural Mullion for use with impact and non-impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS413 R3 II INST 15413.7.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 15413.7 for Design Pressure Ratings, FL15413.R3 AE EVAL 15413.7.adf specific use limitations,installation instructions and product Created by Independent_Third Party: Yes particulars. 15413.8 h.4175 Series Clipped Mullion 4175 Extruded Aluminum Vertical and Horizontal'Clipped Structural Mullion for use,with impact and non-Impact window products In Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15413 R3 IIINST,15413.8.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 15413.8 for Design Pressure Ratings, FLIS413 R3 AE EVAL 15413.8.Ddf specific use limitations,Installation instructions and product Created by Independent Third Party: Yes particulars. 15413.9 1.4175 Series Clipped Mullion 4175 Extruded Aluminum Hdrizontal Clipped Structural Mullion for use with impact and non-impact window products in Masonry.or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15413 R3 II INST 15413:9.adf Approved for use outside Hi/HZ:.Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes esign Pressure: N/A Evaluation Reports Other:See INST 15413.9 for Design Pressure Ratings, FL15413 R3 AE EVAL 15413.9.odf specific use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Bach Wext ContaR•Us i s 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:i 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 emalls provided may be used for official communication with the Ikensee.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 flick here. Product Approval Accepts: eCfii Credit Card Safe httpsJlfioridabuilding.orgtpNpr app_dtl,aspx?param=wGEVXQwtDgtep%2bDhVRQZHLwQr1rITH4lt4WNQgT1FHgOvpSRUxYXFw%3d%3d 313 NewSouth p LRIWINDOW SOLUTIONs 4901 Obc Ivd.,Tampa,FL*33610 4175 ` g 3n Extruded Aluminum 4175 MufUorr Vertical Clipped Structural h union 5 109.875 MAX.OVERALL FRAME WIDTH GENERAL NOTES 54'MAtLSiNGIE $ � 1. this product has been evaluated and Is in compfance with the 5th (1014)Haida UNIT win I �i BuBdl ng Code(MC)structural requirements,inckudtng the Ugh V urricane Ione'. 2. When used In the T1VW,this product(If muted together with'HVHP rated wirKlows). jf comples with Section I CA of the FBC and does not requIre an impact t covelft. 3. Wood bucks by others,must be anchored property to transfer bads to the and be ravle,wed by the Bukling Official. I 4. Separate product approvals for each gk117ng product used with these be ' submitted along with this mu0on product approval.The design pressua the assembly stall be the lesser of the load ccpadly of the mullion as specified using this ap ar the :E design pressure rating of the individual giaang products used 5. Anchoft of each giarirtg product to the mutton stall be as shown In this shown In each individual gbdng product approval,whichever is more striMent. 6. Muilon anchor embedment to base material shol be beyond wart dressing or shucco. 7. For N stud framing conshucifon,anchodr g of these units stall be the sane as that 2x buck masonry cDnftdbm B. Any conditim not covered in this evakx tion are S d*d f0 Separate engineering Lil i) 9. Aluminum components,Indus tg fasteners,shall meet the requirements of FBC Section 2003 I 375 MULLION W1DM ` 6 6 6 6 6 rAUEOFcotvfErrra stn�r� 1olt z n 112 J 15 °s 2 bo,>ss960M MULLED WINDOW UNRS N.T.S. oonaete PWb uoff d nv L rnu"bs a6o riot 04 as to JN 5OW"�e an rr LFS 3 6 PrRmtt 3 4.5 i 6 for t�thaartrtr 1o11n0t aeao�a a 7 AndWr a�dMa6 FL-15413.7 u Q •a'q u�.va n.nop aw Mo Q•M•n c toc c L96 VN 1l J 3dE&d SNO LGLW6='CIO =aN 1"1041a SNOLL03S SS(W a6scc to wau�n rocs>me rov RA VS7ni3U IOdNt01 y x w� �M 'SINVAlnsNOJ ONInm�/b WMM 80 AM taw��s uo'Xd mon7nm 03ddM Z s c-.ew w1�f100ad 8 S MN O O SLID k o 0.4 a 1 >i S'm Me 0 sttro 0 Ig So cs 1 RS g c` 0 If �o o 10 EZJ X^ t-z�c•[�[►srs�4toD tsKs�w++a-�v�umw zs� v s�paa epl+oy-vltrat+vwd3e�wt+n WAS MtMawlow R%CW V&N So,AWndom PERMANENIM-HaANProOudAPPiVOWLL423MUMwdkC•0rvAhVIL1S413 AFL-l%jj7.9drg3-4 N .MAX JM�I�UOIV STAN' z ,``,`ttttttl EEIII/fll�'''' i R PRGL1uCT: �i'i�� !r LynQQn F. E'roMnldt ��j •orf ���, I ro CLIPPED MUWDN P.E No.13400 Ej `•y 4 AGR VSs 81 Y ��j/S=ING O TAN18.INC.t ABLE$ IY P.Q. ftx 230.Wrloo. FL 33646 V y N O �` REVISIONS CRETE fAISTALLAN35TALUrT(ONJ Phan Na: 613.664.9197 F9PE CJL. Na 0313 o IIOI 5 R.W.RUIL INO OON.YlTM IPO. 0.1GetasViw South lMrsioirs PERMANBIM-Rodd.goAstApP'ar.h1F\154737AW9aMC•or.nkg�LIS4I3 RD191i1-1SI73]•3Aq 4.4 V V Q .T=r �N o 8 3 8 ts ,``\pt1U�171L/fes//�� `N� 134 PRODUCT. =%.v, •t �1ra QJPPED AIULCtON PM F. ,���i lgfl `,`,� $ ♦ ••t GARP OR ASSEMBLY; /��/{�BWIDINC COM�JLTAMS.RIC. x rA is GN PRESSURE 7 ✓\•yy P.O. Mos 230.Vdito. R 33505 DESI YiY nm Pham NO-, 813.530.9197 RQASIQNSFEPE C.A. No.9813 O ani is w.w.euu.oao tm...L—s i.e. �Sout3 VMndarn P1RI11ANB'IM-ROAOa H'odu[t Appwali1F115113 MWfiaMG-DraMn�1R 15A1 C'7161FL-15113.7.9 5•� N �Y ````��U1111 HIIIIIA'4 I r I maouar, P—Meft lopMed Rig MW - C IPM MULLION �F�et F up 2 N ��IlI1fi11111�� Q t L :y V PANE OR ASSEMBLY: BUIMMO CONSULTAi'M INC. Ln Z; (IYOOPRESSURE 7 P.O. B567 ox 230.VoIrko, FL 36 V D MTA1iATTAWF Phos Nmr 613.567.{1107 I FWC CA No.9513 O 2131 5 O.W. Iwu. R.%GLnb1Nlw soot,V&W.pUV4AMp M-pl d&prod=App vjkVt XM IftKoW-DrawWOR 154JU(10MM-IS4117-940;64 oiO MA-MUWC*;TAN ' N �p $ i & ffi .ai P $ ffi ffi $ ffi ffi S ffi P V J• P S /may' _ ` N0.49000 r $ PRODUCT: �b Kim I b9 CUPPED 11ULUONt�lo.F x.7400 b Z N ��IM1111H1\\\ Q, :. -��"' PART OR ASSEMBLY: BUILDW9 CCNStR_TANM MC. u N u PRESSURE 7A8 YY P.O. Bm�230.VOW*.14 33.19' 8 NOWOA y pp IN5iAUAT10 MSM No.: 613.039.9797 FBPE C.A. No.9313 O 2015R.W.§-Wa QOW.ULTAtl lea • d* •;' ' G So Note: 1 wMewuranot ��i�r�`•ti ��� ~ IXKMCK 3J1B m mry Ri conaeM taews '� - !"� ' •�. .•. a (See CWKWa AnehorNotm Sheet 8) 4 °� 1•Mu1®Ge Z C0NCMEANCH0RMCRETDFUUL 1 2R Tuck #lox 14lrPH p� 7 Anchor to MOMM ttru IX c a (G>=oA7) Wood 5aews 3/16'0 RW M concrete screws 1 MOOD ANCHOR RRACKETMALL (See Concrete Anchor Notes,Shed B( � g 6 m 7 AnChato2llur* 3 CONCRETE oN ERACKE WAIL mosonry � 1 I'M WGE (G IDA2)Murk 6 ` 6 l E Wo x 1-1 fN !_ I oodSamws TT 1 WOOD ANCHOR/RACKET DEAR . .;': • ° IX BUCK IG"&421 b u° WL t2/,3/15 3/16'08wfiiconcretesaw4a 311BOMFNconcretescrews — N §§ (Seeon Ccede Andra Norex Sheet e( Ree Concretea Anct Noes,sheet 8) 0°0-ft JK e 4 CONCRANCHORRACREr DEUR TE R R 6 CONCREANCHORACIMTWAIL � D.7 ETE R d 7 Ar rM r to�� 7 Anchor toMomrrl Om IxkKk FI.-15413.7 e 0 ow 7 O \\�f�....... ii r WINDOW =�': it r ^ tuWLUON �q;� P • 4+,11 i) 4111•...1 Dr.) �^•••n. 1\\\\` is MA� >b52 OPENING 1/4•X2.3/,CITWFH MULLION SHOWN FOR S CONCRETE SCREWS PYP.) REF91ENCEONLY T\ SEE DESIGN PRESSURE TABLES(SHEETS 3.4.S&6) 2X BUCK FOR QUANMY OF CONCRETE OR WOOD ' ANCHORS REQUIRED PER EACH CLIP :E -� lir a 1s MU11fON AMCtpfAYG IKWCKANt CONCREfEANCHORNOIT3: 1.SubOuflan of equalconcrete anctwi ham o dtMemwd sup Wmay hove diftent edge distance and center dtdorxe nsquiemenfsti 2 Concrete andartocaRons of fhe comers maybe adjusted to rrahtorn the min.edge distance to madarjalnfs.if concrete andwrbcaftu noted as MAX ON CEMWnxnf be adjusted to rnoWair the mh edge d6tonce to modw)dit oddlffond concrete anchas may be requied to ensure the MAX.ON CE3JFW dtmensTons are not exceeded. 0 3.Concrete ancbor tdW& _ I1NCH0)t• ANCHOR MRMIN::CLEAXANC970- MMM.CIFARANCETO•. z o .. . : STYE �1NOEOMENt .. .MitSQNRYFPG :. AOLIACEM�iNCNQR TYPEacre 1213175 9 � suac: N.T.S. TAPCONe N JK o' Cft Ir LF5 RW o 2.1/7 S ewso M! n TAPCON FL-15413.7 4.Coefe da he 3AW PSI=domft to AG 301 orholow poet conianip fo ASTM C90 °n na -S- °rte-- O g R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrieo.FL 33593 Pipe 613.659.9197 Florida Bond of Pmfboiand fingh=m Cerfifieare of Audwriation No.9813 Product Sub Category Manufacturer Product Name Category NewSouth Window Solutions 4175 Windows Mullion 4901 Oak Fair Blvd Extruded Aluminum Tampa,FL 33610 Vertical Clipped Structural Mullion 813 828.6000 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for NewSouth Window Solutions based on Rule Chapter No.61620-3,Method 2B of the State of Florida Product Approval,Department 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. Umitadons: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements, including the"High Velocity Hurricane Zone". 2. When used in the"HVHZ",this product(if mulled together with"HVHZ"impact rated windows),compiles with Section 1626 of the FBC and does not require an Impact resistant covering. & Wood bucks by others,must be anchored property to transfer loads to the structure and be reviewed by the Building Official. 4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. The design pressure rating of the assembly shall be the lesser of the bad capacity of the mullion as specified using this approval or the design pressure rating of the individual glazing products used. 5. Anchoring of each glazing product to the mullion shall be as shown in drawing FLA 5413.7 or as shown in each individual glazing product approval,whichever is more stringent. 6. Mullion anchor embedment to base material shall be beyond wail dressing or stucco. 7. For 2x stud framing construction,ancho ft of these units shall be the same as that shown for 2x buck masonry construction. 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 9. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003. 10. See drawing FL-15413.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Test Laboratory Signed&Sealed by TEL 02031435 TAS 201,202&203.94 Testing Evaluation Lab.,lna William B.Shelton,P.E. 1. Drawing No. Preps 4 by Signed&Sealed by No.FL-15413.7. RW Building Consultants,Inc,(CA#9813) Lyndon F.Schmidt,P.E. 2. Calculations Prepared by Signed&Sealed by Anchoring RW building Consultants,Inc.(CA#9813) �1%,111tertrrptjjj Lyndon F.Schmidt,P.E. Mullions(per FBC 1710.5.3) RW Building Consultants,Inc.(CA#9813) �% �.SCHfvf!!j �+ Lyndon F.Schmidt,P.E. 3. Quality Assurance Certificate of Participation issued by National Accreditation and • NO 43409 Management Institute,certifying that NewSouth Window Solutions Is d ; •: �` manufacturing products within a quality assurance program that complies k with ISOIIEC 17020 and Guide 53. -0 STATE OF 0 AN• ��is' ••.•• oo Lyndon F.Schmidt.P.E. jjjojsr0r`Q te ��oo FL PE No.43409 IZWO15 Sheet 1 of 1