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HomeMy WebLinkAboutProduct Approval (6) Mrrna w EICIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links I Search Florida < I Product Approval 1 USER:Public User u rtppe,e•m E .usyt�'t5irva� Product Approval Menu>Product or Application Search>ApplicatiorApproved lt®tion Data[] FL# 20-R2 Application Type on Code Version Application Status Comments Archived Product Manufacturer Assure Windows&Doors Address/Phone/Email 1543 N.Powerline Road Pompano Beach,FL 33069 (305)887-2646 Ext1S5 gberos@assurawindows.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Ev ation Report from a Florida Registered Architect or a Licensed Florida rofessional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jesus Gonzalez,P.E. R1 Validation Checklist-Hardcopy Received Certificate of Independence FLIS920 R2 COI Indeo_pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1300 2004 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code I i • Product Approval Method Method 1 Option D Date Submitted 12/18/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/22/2017 Date Approved 02/13/2018 • Summary of Products FL# Model,Number or Name escription 15920.1 Series 300 Aluminum Fixed Window Series 300 Aluminum Fixed Wi ow- I/SMI Limits of Use IWb n Instructions Approved for use In HVHZ:Yes 2 Ii Dwg�f Approved for use outside HVHZ:Yes : Frank L.B ardo,P.E. PE-0046549 Impact Resistant:Yes Independ t Third Party:Yes Design Pressure:+80/-130 Repo Other: R2 v I. f dependent Third Party:Yes Back Plext Contact Us::2601 Blair Stone Road,7bllahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.CoR might 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Sorlda law,email addresses are public records.If you do not want your e-mail address released In response to a publlc-records request,do not send electronic mail 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 455.275(i), 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,FS.,please dick here. Product Approval Accepts: a w' ® eClsk Credit Card Safe i AS S U RA WINDOWS & DOORS RKLSN"RA��L•E SERIES 300 ALUMINUM- FIXED -WINDOW � N PE00 LARGE AND SMALL MISSILE IMPACT RESISTANT - MISSILE.LEVEL "D" C e $ STATE yrL • %'C •.FLOR ��� '!cps/ •4 u = - +ONLLLL GENERAL NOTES Z`�,'[ NG s 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA W BUILDING CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, N PER TAS 201/202/203&ASTM E1300-04 STANDARDS AS QUALIFIED IN TEST REPORT#0611,01-12 BY AMERICAN • TEST LAB OF SOUTH FLORIDA. W ' 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND .+c LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE -JJ ` OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR O 0 i REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. Q LC S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE Ct% EXISTING STRUCTURE. En 6, MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER O SEPARATE CERTIFICATION. 3. $ 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. O11 R 8, EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED z Z g>✓ g U) WITH 9 SILICONE. BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A 0-4 MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE, y 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE KURARAY AMERICA,INC.-TROSIFOL ULTRACLEAR,CLEAR $ AND COLOR PVB GLASS INTERLAYER N.O.A.#16-1117.01 AND KURARAY AMERICA,INC.-SENTRYGIAS GLASS N f: 1NTERLAYER N.O.A.#14-0916,11 U1 22. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY Q RESTRICTIONS. i 13.WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE ADDRESSED ON A SITE SPECIFIC BASIS.NOT BY ASSURA WINDOWS&DOORS,LLC. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS E SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,at.ei,INDEMNIFIES&SAVES HARMLESS THIS B 9999 a ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL a R I FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CAI IED FOR BY LOCAL, qg STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. 3 yyy 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 16. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. f i 17. PRODUCT SHALL BE PERMANENTLY LABELED WITH A MINIUMUM OF ONE LABEL PER SYSTEM CONTAINING R THE FOLLOWING: DOORS, LLC 43 N.POWERLINE ROAD POMPANO BEACH,FL33069 WPY�dRDwifi98 TAS 201/202/203 15-2370 APPROVED BY FLORIDA BUILDING COMMISSION SCAL9. 01 FLORIDA PRODUCT APPROVAL NUMBER rAae nTrrEOR, FL #15920.1-R2 t� a FRANK L BENNARDO�P Err 12"MAX.FOR ANCHORS MN®D" POSSIBLE ARCHITECTURAL SHAPES. SHAPEaPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND rypOR6C 2^ 3^MAx FROM JOINT WELD 6"MAX.� BNCHORS ANY]OINi oR ;.. •. POINTS TYP. CORNER 4 0e No E00465 I ` \ �-i (MAY VARY) _ : r � q, SURFACE APPLIED $ FALSE MUNTINS OFIIONAL \ ---- - `L---- ��II � > UE SIDED TRIANGLE _ I o U W N 9 TRAPEZOID HALF-CIRCLE EYEBROW ARCH -- ___!___ Z GOTHIC \ ----S J ---- I Ilk Ilk i JJ e i HALF ELLIPTICAL {r lI J w HALF EYEBROW TRAPEZOID EMENDED FULL PENTAGON ELLIPSE ___= 0zm t----O.L.O. {-FRAME WIDTH � N QUARTER SEGMENT QUARTER CIRCLE FULL CIRCLE TYPICAL ELEVATION ¢ ' OCTAGON OVAL HALF ARCH D.Lo.WITH-wlNDow w1DTH-4^ D.L.OWITH LENM-WINDOW LENGTH -4" a ELIPnCAL \ FL #15920.1-R2 y� i HALF FAN EQUAL LEG - HEXAGON $TRIANGLE ---- - x Davrtamrtoca�Aoulff� FAN 15-2370 � ALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL uAI,� of SCAIX. NTB anu►rtoN' SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. - - 1 HOTDOG NOTE:�-Y-� WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ARCHITECTURAL SHAPES ARE LIMITED TO f 70 Psf.MAX. HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. i I i EXISTING HOST EDGE DISi FRANK L.BFNNIRW� STRUCTURE METAL STRUCTURES(STEEL OR ` 49 ALUM.1/8"MIN.THICK) STEEL:Fy=36 KS]MIN. ANCHORS PER ANCHOR `�� �.• i EDG DE I m ALUMINUM:6063•TS MIN. SCHEDULE.SEE TYPICAL - $EE MULLION APPROVALS FOR - -- -- - 2BY WOOD BUCK ELEVATION FOR SPACING w N TYPE AND SIZE. <C:' Nap - W �� ED E DIST DIST =�' 1x OR 2x WOOD BUCK(OPTIONAL). 1 NOT BY ASSURA 1 1 1 :O� ST 14 1/4"MAX SHIM 14 1/4°MAX SHIM /4"MAX SHIM 14 1/4'MAX SHIM %CCS•'•'cI ANCHORS PER /Q• \ i ANCHOR SCHEDULE. //IISEE I lI CAL ANCHORS PER 4 ELEVATION ON 4 ANCHORS PER 4 ANCHOR SCHEDULE. Q m$$$ I SHEET 2/8 FOR ANCHOR SCHEDULE. SEE TYPICAL Z N i 3 S 13 SPACING SEE TYPICAL ELEVATION ON ELEVATION ON WSHEET SHEET SPACINGS FOR SPACING B FOR 7 LU `us1 b W = 1 OPTIONAL SURFACE j APPLIED MUNTINS d � � 1 2 TYPICAL ANCHORS: SEE ELEV.ON PAGE 218&ANCHOR ; CHARTS FOR SPACING&QUANTm 0 WOOD BUCKS AND METAL STRUCTURE(NOT BY ASSURA) 333 tl MTRANSFE THEM UST SUSTAIN 0 THE BUILDING STRUCTURE LOADS IMPOSED 13Y GLAZING YSTEM AND 0 00 a! i E o o cd 1!3 (::i0t ULTR'ACON BY'ELCO•(Fu=177 KSI )m a 0 I) 0 g E a NTO CONCRETE(2846 PSI MIN)OR GROUT CK(ASTM C90) .EMBED IN70 CONCRETE OR GROUT FILLED -- OC TYPE•B'-114^DIA.UL Y'ELCO'(Fu=177 KSI, ¢ g ) S Fy=155 KSI) N • INTO 2BY WOOD BUCKS OR WOOD STRU I BED OF ANCHORS PERANCHOR 1-1/2' IN.PE MIN) 1-1/2"MIN.PENETRATION INTO WOOD SEALANT SCHEDULE.SEE TYPICAL i 6 ELEVATION ON SHEET 2/e TYPE'C'-1 4-20 DIA.SHEET METAL SCREW(GRADE 5 PM 2 4 FOR SPACING a MIN)(FU=120 KSI,Fy.90 KSI) 11 1 ' INTO METAL STRUCTURES(5 PINCHES PASS THE •�' 14 1/4"MAX SHIM (Fy-F�SI MIN)LANE IN.)STEEL:3'e"THK.MIN. LC q Q i 1 1x OR 2x WOOD BUCK ALUMINUM:1/B'THK.MIN.(6063-T'S MIN) e .(OPTIONAL).NOT BY ASSURA. OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED s iS3 ' gg TYPICAL EDGE DISTANCE @ E \ m INTO CONCRETE/GROUT FILLED BLOCK-2-1/2"MIN. St GE STD ' INTO WOOD STRUCTURE=1"MIN. 5 1•• •^••....! INTO METAL STRUCTURE=3/4"MIN. ROD. EXISTING HOST eO STRUCTURE f scuE a O1 PARic ukSOi7P'WPI j � TYPICAL SECTION FL #15920.1-R2 3 6"a 1'•0" VERT SECT S a' f . METAL STRUCTURES(STEEL OR •1 I-MM,NxAADOt P.E.1 i ALUM.11V MIN.THICK) STEEL:Fy-36 KSI MIN. j(114MAX' LUMINUM 6063-TS MIN. SBY OR 2BY 1/4"MAX SHIM 1/4°MAX SHIM Ix OR 2x WOOD ; rei pt WOOD BUCK INTERIOR �..••I BUCK(OPTIONAL) _ ��Y,•' G vL M r B 4 4 11 BED -*: ND 004654 BED OF SEALANT SEALANT %O '•- S '.WANCHORS PER -_ANCHOR SCHEDULE. 14 14 / ANCHORS PER ANCHORSEETYPICALSCHEDULE.SEE7Y?ICALELEVATION ON SHEET ELEVATION ON SHEET Z/8ANCHORS PER ANCHOR 2/0 FOR SPACING o FOR SPACINGSCHEDULE.SEE TYPICAL SELEVATION FN SHEET 2/8 7 6WFOR SPACING L- 3 2IXISTING HOST EXTERIOR g STRUCTURE ND,L,O, bFRAME WIDTH •+o FRAME WIDTH 2 TYPICAL SECTION Y ,4 6" V-W. HORIZ SECT (n SCHEDULE "A,' ORSO OR RECTANGLE OPTIONS-OTHERSHAPES ARE LIMITEDTOl70Psf(SEE PAGE 2) p Ro m DESIGN LOAD CAPACITY (ASD METHOD) FRAME FRAME GLASS TYPE Mf GLASS TYPE M2 GLASS TYPE M3 GLASS TYPE M4 CLASS TYPE M6 GLASS TYPE M8 GLASS TYPE IG1 GLASS TYPE IG2 pZf lu DI MENVON 09 DIMENSION ty,• ,g •P + -P.SP I.P ♦ •)P +P • .6. ,S F y 2811Y 70 70 TO w w so w so w so 130 70 70 ♦w w - -- 3r 7D 7o ro w w w w w w w 130 ro 70 w w a �• TO 70 70 60„_, w__ ,,, w_ 80 .130... 7_0_ _70 w 60 M' 70 ..70._..-.70.__70 s0 w SD so__ 60 _so _s0 130 ...70_ 70..._....80.....so.... 0 2 S a 4 105Ile ro ro 70 70 w w so 80 w w 80 130 ro 70 60 w _Z "♦ 111 114' 70 TO 70 70 s0 80 w w 80 80 50 130 TO 70 so 50 v♦� -.— 20112• 70 70 70 70 w 60 80 w w w 60 130 70 70 80 so ^ z 0'• X 91•---.....as.._....68,•,,, To, ro BO w 80 w w w 130 TO 70 w 60 _.. _.__... ...R.. ---_... ..__.....--- .._..._. . 3e are• . �ve• as es io 7a w- w. ao w w w so 1w eE es eo ''eo ' } ...._.?4'_.. ..as .�.........7?.... ..74_._ .._ ....._E?_.. so .-80 _so so _ so -130•• as -as••---_BO_ -8o = 8 tosva• ro ro w w w w w w w 16 w so N 111114, ro TO w w w w so 80 so 1 130 - - w as U) I 281fF m 70 ro 70 w w so so eo 60 13070 _70_ 80 BD Q ' 9T Be w 70 70 80 "if w w sD w 6D 190 ' Eb se ..-80 90... NOTE:}- X } so s e ss bra.,.._ aB. . _4a. es.-_ae ,Is /6. k ..e?..... eo so re +za _as �s .1q.. 7s -. . 74• ea Bs 76 76 w 80 soy 80 - 76 123 Js 76 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED tos 1u• •_ _•_ -' IF w 'eo 7s 123 •---• ���' --..�- - HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. •liiira•• - -- - �- - --- 'EO w w w 76 123 - - - 281re 7D 70 ro 70 w w w w so w so iw ro 70 w so 3r 8s 08 70 70 so I so so 80 80 $a 60 130 68 as 80so w• S T9 G 53I/W 47 47 63 63 72,-, 72 ._w w, 60 as 72, 117 47• 47 72 72 7a• - - - - ro To `ie' is eD es EXAMPLE: 1a6ga,_, - _..- ro m 76 >8 _ e A WINDOW WITH A FRAME HEIGHT OF 63"AND FRAME WIDTH 1t11ri = To 707a is s OF 53%"HAS AN ALLOWABLE PRESSURE OF+/-80 PSF FOR _26 3rr 70so 80 w so 7o 70 70 w so 80 80 so w eoBD Iw To 1D 80 so s 3T 68 68 70 s0 BO tw 68 68 80 w GLASS'iYPE M4.THESE DIMENSIONS MAY BE REVERSED FOR AN R 631rs• - 88 63 72 72 80 w w w 72 117 __ 77 T2 g ALLOWABLE FRAME HEIGHT OF 533/e'AND AN ALLOWABLE FRAME 7411a 74• - 69 69 ' -6i' '64 '" si "8i'' - - WIDTH OF 63"FOR THE SAME GLASS TYPE AND ALLOWABLE _ 69 -.sae v�' .�.... ._ DESIGN PRESSURE.SEE _)FOR EXAMPLE VALUE IN 111 114' - 64 es cayLTmrtel�u+oEur�ss { SCHEDULE"A.° 2s11T 70 ro ro 7o w Eo w w w w so 13D 70 7D so so + '3r 66 68 ro 70 w 80 80w w 80 80 1 as as so so 15-2370 771r4' 63 IV - 0.1 s9 72 72 10 w so w 72 117 72 72 WLL: M 10e ua• - -. _ ..... e7 "e7 c..,_, r... PAae omalv�alall or� I M i a FL #15920.1-R2 . .. ERfjtIK L.BE 66P.F- N 11 L >rP®Oy6�9 6: V GLASS TYPES ....'...... D90 BUTACITE PVB -- .090 BUTACITE PJB - .090 BUTAC[TE PVB- �• Y"�' INTERLAYER INTERLAYER INTERLAYER 464� INTERLAYER NO p 0 Y9'ANN. Y?ANN #y ANN. TSB ANN 4HS,<19 }'�"X.S. he H. { SEALANT%"1 S LANT%"L SEALANT SEALANT)'9' •'• Z M1 "L t DE MIN.(TYP.) DEPTH N.(TYP.) DEPTH MIN.(TY DEPTH MN.(TYP.)L ST K' $� �yRSETTING BLOCKo SETTING BLOCK WIu SETTING B SETTING BLOCKWµ� 7IAT1/.POINTS ^ QAT)'4POINTS m@AT)'iP I DATY4POINTSm /Y��I — 13 f z wt Ns261 �W r .090 BUTACTEE PVB )'B ANN. "090 BUTACITE PVB )(6"H.S. INTERLAYER INTERLAYER ' ��ANN. The'AIR SPACE %is"AIR SPACE .090 SGP INTERLAYER 41411.' P INTERLAYER lie H.S. 1'ANN. S'i H.S. A �"H.S. �"H.S. 8 SEALANT)b"L SEALANT SEALANTYe DEPTX MIN.(TYP.) DEPTH MIN.CMDEPTH MIN.(TYP•) 1 DEPTH MN.CTYP) 1SETRNG BLOCK SETTING B SETTING BLOCK SETTING BLACK I6©AT%.POLN15 G © G AT1/a POINTS 11 AT T/i POINTS 1 1. 1 AT3'sP Z GGG G 11 G 1 Ogg <� Ca m �yF gg co MATERIAL SCHEDULE v L% a 2: ITEM PART DESCRIPTION MATERIAL _ MANUF./SUPPLIER/REMARKS Q 1 N3001 0.083'SILL/JAMB/HEADER EXTRUSION 6083-TS O=C 2 TM-326 1/6'CLASS STOP FOR 1'CLASS 6063-T6 N a g 3 iM-327 1/8'CLASS STOP FOR 9/16'O1A55 -_Y 6083-76 §E` 4 - 0.050'SNAP COVER Y 6083-76 LYE 5 NYL 0.370'HIGH D VIB BULB AND 0.187"T-SLOT TPE POLYPROPYLENE FOR 5/16'GLASS ULTRAFAB 6 32001 VINYL BULB- 0.175"/ INSULATED CLASS GLAZING BEAD AMESBURY a q 7 32011 'VINYL BULB- D.270"O 7/16 AND 9/1S GLASS CLAZINO BEAD AMESBURY 8 - (2)/8 X 1 SMS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY 9 - SEAM SEALER ACRYLIC SCHNEE-MOREHEAD j EE i I .S 1 1 - SETTING BLOCK 1"LONG AT 1/4 POINTS HIGH DENSITY RUBBER 70-80 SHORE A DUROMETER HARDNESS OPTIONAL SURFACE APPLIED MUNTINS 6063-TB i{ xTx Y 1 1 - RAPID STRENGTH ROS7700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE BY MOMENTNE PERFORMANCE MATERIALS CORRNHl'sOlmBLTAElmm j 1^ - ALUMINUM'U'CHANNEL 2'LONG AT EVERY ANCHOR LOCATION(TYP.) 5052 H32 ALUMINUM 15-2370 j ' = 6/18'XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL iGLB1 NTB OS 1 6 7/18-XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL PRIMARY SEAL PIS FL #15920"1-R2 1 - SECONDARY SEAL SILICONE 05 j� . FRANK l BENNARDO�P.E. 1.269 0.080 0.570 No E0046540.031 9 0.050 ` EXPOSED Ij ` m SURFACES I ��T••. S'� 9A• D� d o c rn 0.056 Z n98z o F3J W N fn 9 3.033 •+ 6 M1.269 dd a Y O Nm ' sss EXPOSED 3 0a a SURFACES 0.202 0 g y �. ab —rt n ln7 6 I 1.139 c o.o50# I N 5"t � 0.185, O �o � tC -3.033 3 . 99 NOTE: 0.813 a1 lA PART#14 IS NOT REQUIRED __.1.000---- � WHEN USING THIS EXTRUSION p 0.420 0.270 $ g a M 0.025 P. 1�--{ uoi °o N Oo 0 12 14 DpP(R GNfE1HRB3E4 i 0.070 r 0.030 0.02e* o.ozz* . —► —•--_._.—__ _—__ 0.090 O �S 5-2370 01 0.080 0.080 p„ ll neson„ncNi sd b. d o.l la NOTE: O © EXTRUSIONS NOT TO SCALE. FL #15920.1-R2 -6 i `\\j11 g'NARDDJP.L f .. No PEG . 1 FRAMES OF NON E RECTANGULAR SHAPES SHALL ��T •._ FT 8 H BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY(IYP,). llov�r3� Z O C W .4 ilk N Q W 3�0 ~c I ti g tta� S �Zyy pp p ¢ ti og � P-4 ; SEAM SEAL MAY HAVE TO BE ° REAPPLIED IN THE FIELD BEFORE INSTALLATION OF w WINDOW,INSPECT ALL JOINTS tn TO ENSURE A PROPER SEAL Q I 1 I 15-2370 �' NisFL #15920.1-R2 D1 DACE OffDNDPiIpMI i H #ex V GRADE 2 SMS a (FOR 90°CORNERS ONLY) O I i ENGINEERING EXPRESS® Ps E . R Ts PRODUCT EVALUATION REPORT ENCIINE.ERI E RES$® EjGPERT PROD T EVA ATION..REPORT December 18,2017 Appi-iication Number: FL#15920.1-R2 EX Project Number. 15-2370 Product Manufacturer. Assura Windows&D rs,LLC Manufacturer Address: 1543 N.Powedine Ro Pompano Beach,Flori a 33069 Product Name&Descrip' Series 300 Aluminu Fixed Window Large&Small Missil Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 61 G20- 3.005, FA.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017)and is,for the purpose intended,at least equivalent to that required by the Code. Revaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing#15-2370 titled"Assure Windows&Doors Series 300 Aluminum Fixed Window',sheets 1-8, prepared by Engineering Express,signed&sealed by Frank L.Bennardo_,P.E.is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida(ATL)and signed and sealed by Henry Hattem,P.E. Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202&203 test standards per test report(s)#0611.01-12 by American Test Lab of South Florida(ATL) and signed and sealed by Henry Hattem,P.E. STRUCTURAL ENGINEERING CALCULATIONS \ Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational Rai g1.eefiL• 9r analysis:to qualify the following design criteria: ' 1 through , 1. Anchor Spacing _ o 2. Maximum Allowable Size/Pressure - EC 1 $ 21017 Combinations .3. Architectural Shape Options r 4. Glass Capacity Frame. nn F #PEtlO ,A. � 160 SW 12T11 AVENUE SUITE 106, DEERFIELD EACH, FL!dkl6i1 a44 , PHq.mE- .(954) 354-0660 - FAx: (954) 354-0443 ENGINEERINGEXPRESS.COM ! - - v�avkas�isaAnea�azouuaiYw®waoow-fu-wuha+r®wamw Newo�ex�en!n�rsepw�msmmtvuft�mtmc - 1 . ENGINEERING 12/18/2017 EXPRESS® Assura Windows&Doors,LLC—Series 300 Aluminum Fixed Window(LMI) Page 2 of 2 5. Anchor Capacity No 33%increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: .. Kuraray America,Inc.-Trosifol Ultraclear,Clear and Color PVB glass interlayer N.O.A.# 16-1117.01 Kuraray America, Inc.—3entryGlas Glass lnterlayer N.OA.#14-0516.11 Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s)on its respective Product Evaluation Document(i.e.engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document(i.e.engineering drawing),along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document(i.e.engineering drawing). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each products respective anchor schedule. Host structure conditions which are not accounted for in each products respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination,and other such damage at all times. Each.product has been designed for use within the High Velocity Hurricane Zone(HVHZ). 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAx: (954) 354-0443 ENGINEERINGEXPRESS.COM • - V]P/�£CIWliSM69��ONYIpiWFIEDWtOQY.FM-IWL7ERSm0i0AIDNRO1�wPWZL7WgSDllidVl WTE116iTOGEYaLiL16�OIDOG