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HomeMy WebLinkAboutProduct Approval (7) s 6 • • ► 1 1 e plat'1 BOS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Stats&Fact. I Publications I Contact Us I BCIS Site Map I Links I Search a ProductApproval'db USER:PublicUser r (i.,NDill 1 Product Approval Menu>Product or AoRlication search>Application list>Application Detail N. FL# FL15920-112 111 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Assura Windows&Doors Address/Phone/Email 1543 N.Poweriine Road Pompano Beach,FL 33069 (305)887-2646 Ext155 gberos@assurawindows.com Authorized Signature Frank Bennardo flank@engineeringexpress.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the 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. l✓15 Validation Checklist-Hardcopy Received Certificate of Independence FL15920 R2 COI IndeD_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 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 Summarir of Products FL# Model,Number or Name Description 15920.1 Series 300 Aluminum Fixed Window Series 300 Aluminum Fixed Window-LMI/SMI Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS920 R2 II Dwg,pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+80/-130 Evaluation Reports Other: FL15920 R2 AE Eval.12df Created by Independent Third Party:Yes Back ..- Contact Us::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.::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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact B50.487.1395.-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,F.S.,please click here. Product Approval Accepts: ��' ® eCttck Credit.Card Safe ASSURA WINDOWS & DOORS SERIES 300 ALUMINUM FIXED WINDOW No PEOO LARGE AND SMALL MISSILE IMPACT RESISTANT- MISSILE.LEVEL "D" Z =$> STATE ® 8 � 'O'��'••.F(OR 4 �u�a GENERAL NOTES ED N 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA W L�( BUILDING CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201/202/203&ASIM E1300.04 STANDARDS AS QUALIFIED IN TEST REPORT#0611.01-12 BY AMMUCAN N 8 TEST LAB OF SOUTH FLORIDA. W" 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND w O ii LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA O BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE 0$i OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. gg 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. I'r G FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS 0 DOS. MIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXmmNG STRUCTURE TO WITHSTAND a! SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE pZf m EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER m.�+ m SEPARATE STRUCTURE. ON. p�. I Q X . 7. ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. O s ' R 8. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALL BE SEALED Z a' 'r WITH SILICONE. g w q 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A �i C MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ^' g 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 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.-SENTRYGLAS GLASS En 1NTERLAYER N.O.A.#14-0916.11 22. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY Q RESTRICTIONS. 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. 3 3 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,et,el.INDEMNIFIES&SAVES HARMLESS THIS d a ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL 0 FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, Q' STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. 5 j 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. I a L. L 17. PRODUCT SHALL BE PERMANENTLY LABELED WITH A MINIUMUM OF ONE LABEL PER SYSTEM CONTAINING 14 6 THE FOLLOWING: ASSURA WINDOWS&DOORS,LLC IS43 N.POWERLINE ROAD POMPANO BEACH,FL33069 CCPmi'�rt+ s✓A70aRme TAB 201/2021203 15-2370 APPROVED BY FLORIDA BUILDING COMMISSION FLORIDA PRODUCT APPROVAL NUMBER 6CALH, Ol EA6R Dl9CIIVInOR1 FL #15920.1-R2 �® FPANK L DENNAR P{,REpp. j 12"MAX.FOR ANCHORS NP® 9F 'f"' .GJ S POSSIBLE ARCHITECTURAL SHAPES. SHAPE.NO APE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND TYPE OR®C 2--3"MAXFROM JOINT WELD 6"MAX.FOR ANCHORS ANYJOINi OR ,.•t"• -- CORNER �_ I POINTS TY) No E00465 (MAY VARY) -_ o: rr / � z Z *= j SURFACE APPLIED I 1 O N• 6 FALSE MUNTINS i 8. .•� $ 1 OPTIONAL �'• Y, OF SlI D , o TRAPEZO p TRIANGLE HALF-CIRCLE EYEBROW ARCH GOTHIC _- L L W N 9 ^ ZZ ti 701 � Y_- ---ifs----• -_�L W K W rn �f. \k S OIII d 6 W I HALF ELLIPTICAL -r 1 T 4 I HALF EYEBROW TRAPEZOID -_I L---- tL EXTENDED FULL --- ULL IL—IL PENTAGON -- f---- -- II--j`-- N � n D us yr n zzg� gel I �---FRAME WIDTH � ® i QUARTER SEGMENT QUARTER CIRCLE FULL CIRCLE TYPICAL ELEVATION N € OCTAGON Q HALF ARCH OVAL O.L.o.WIDTH m WINDOW MOTH-4" D•L.O�LENGTH-WINDOW LENGTH-4- yp eye,5 a ELIPTICAL %° r - FL #15920.1-R2 A �\ HALF FAN A EQUAL LEG HEXAGON TRIANGLE ---- 7 — x FAN � ----_._.^ ooPPamrtooe�JataoaT€as �`� \\\ Y 15-2370 JALLOWABLE SIZES&LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL PPAGE MMMMI Ol i SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8&5/8. HOTDOG NOTE:OY—{ X � a WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ARCHITECTURAL SHAPES ARE LIMITED TO f 70 Psf.MAX. HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. j awoI i auwx 4 BENNlIRRO:P. EXISTING HOST EDGE DIST 49 STRUCTURE METAL STRUCTURES(STEEL OR f ALUM.1/8"MIN.THICK) STEEL:Fym WDIST CHORS PERANCHOR . _ _ ,.'/ ALUMINUM:6HEDULE.SEE TYPICAL SEE MULLION APPROVALS FOR 2BY WOOD BUCK—EDG DT: I VATION FOR SPACING 4EDGE N TYPE AND SIZE. NO P DISTIx OR 2x WOODBUCK(OPTIONAL).NOTBYASSURA. O ST 14 1/4"MAX SHIM MAX SH]M /4"MAX SHIM 14 1/4'MAX SHIMANCHORS PERANCHOR SCHEDULE. �U�SEE TYPICAL ANCHORS PERI4 ELEVATION ON ANCHORS PER 4 ANCHOR SCHEDULE. a SHEET 2/8 FOR ANCHOR SCHEDULE. SEE TYPICAL Z' N m I 3 S 13 SPACING SEE TYPICAL ELEVATION ON ELEVATION ON W a b SHEET'2/8 FOR pQ 7 SHEET 2/8 FOR SPACING y1 I SPACING uj �jyOPT .._ ONAL SURFACE UURFFAACCE N D sii I APPLIED 1 MUNTINS -t-�/ SEE ELEV.ON PAGE 2/8&ANCHOR C) 1 2 TYPICAL PICAL ANCHORS: CHARTS FOR SPACING&QUANTITY pe; W000 BUCKS AND METAL STRUCTURE(NOT BY ASSURA) GI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 020 33 1 1 x TRANSFER THEM TO THE BUILDING STRUCTURE. im ,I. 1^ cid F. i a C � TYPE'A'-1/4"DIA.ULTRACON BY•ELCO'(Fu=177 KSI, u� Fy=155 KSI) 3 C FFFq ' THRU 1BY INTO CONCRETE(2846 PSI MIN)OR GROUT C S i m 8 jj FILLED BLOCK(ASTM C90) 2m e®qq 1-3/4'MIN.EMBED INTO CONCRETE OR GROUT FILLED �j .. , BLOCK. } � ��m ' pd a s 5 TYPE'W-114"DIA.ULTRACON BY'ELOO•(Fu=177 KSI, p[ 6 § Fy-155 KSI) i INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (tn I ANCHORS PER ANCHOR (SYP*2 G-0.55 MIN) a 1 BED OF 1-1/2"MIN.PENETRATION INTO WOOD I 3 pd 6 SCHEDULE.SEE TYPICAL} SEALANT ELEVATION ON SHEET 2/8 2 4 FOR SPACING TYPE'C'-1 4-20 DIA_ NEET METAL SCREW(GRADE 5 a , MIN)(Fu-120 KSI,Fy-90 KSI) 1 1 INTO METAL STRUCTURES(5 PINCHES PASS THE a _ THREAD PLANE MIN.)STEEL:)'e"THK.MIN. 14 1/4"MAX SHIM 1 (Fy-36 KSI MIN) Sx OR 2x WOOD BUCK ALUMINUM:1/8'THK.MIN.(6063-TS MIN) 3 3 p . (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED (OPTIONAL).N07 BY ASSURA. s j ;3t OR PAINTED) 4 1=9LIL EDGE DISTANCE G \ m INTO CONCRETE/GROUT FILLED BLOCK-2-1/2'MIN. GE ST INTO WOOD STRUCTURE=1"MIN, E E -- •--...%r INTO METAL STRUCTURE-3/4'MIN, , COPIWBIRBI{ OWOES9 EXISTING HOST' 15-2370 j STRUCTURE j'(jlEl NTS Ol PAR PDxRanw1o; j i TYPICAL SECTION FL #15920.1—R2 0,e s 3 6" 1'•0" VERT SECT65) f'a � METAL STRUCTURES(STEEL OR .• '1 �/B 9NxNARDDx .E, ALUM.1/0-MIN.THICK) STEEL:Fyti 36 KSf MIN. 18Y OR 26Y 1/4"MAX SHIM 1/4°MAX SHIM Ix OR 2x WOOD ALUMINUM:6063-T5 MIN. - WOOD BUCK ' INTERIOR-- - - - -- BUCK(OPTIONAL) - �,•_'• - +L r 8 4 4 8 No 004654 . .r 1/4'MAX SHIM I BED _*; B 4 BED AIANT SEALANT �`\ •XS,'•. Z o N 3c y 4 ANCHORS PER \ �0 S( f y� I ANCHOR SCHEDULE. ANCHORS PER ANCHOR '�— SEE TYPICAL SCHEDULE.SEE TYPICAL ��/S/O ELEVATION ON SHEET ELEVATION ON SHEET 2/8 ANCHORS PER ANCHOR 14 We FOR SPACING O / > SCHEDULE,SEE TYPICAL 5 FOR SPACING ELEVATION ON SHEET 2/8 T 6 8 yz m FOR SPACING L— 3 2 ' xtsnNG HOST $ EXTERIOR $ STRUCTURE g s 4 1 D.LO. B FRAME WIDTH ~G 1 LFRAMEwiDTH-4 z TYPICAL SECTION FRI 4 6'.V-0'. HORIZ SECT Vj SCHEDULE 11A" FOR SQUARE ORREOtANGLEoPRONS-OTHER SHAPES ARE LIMBEDTOt70Pd(m PAGE 2) O Sg DESIGN LOAD CAPACITY (ASO METHOo) C[L FRAME PRAME go E M1 GLASS IYP!M2 GLASS TYPE M3 GLASS TYPE M4 GLASS TYPE Me GLASS TYPE M8 GLASS TYPE 101 SS TYPE IG2 D6 W IMENSION 00 IMENSION(Y) ♦JP ♦ -) - ,8 ♦ .S.F♦ g 28112• 0 70 70 80 Bo ♦so 80 ♦8o 80 80 130 70 70 ♦60 80 .`--- -' 3r ro 7D 70 80 80 8o 80 80 80 80 130 TD 70 80 80 `<! s �' g 70 moo "° ao60... .. .._ _80,•—°u 80 .+30 .. ??_.?o..._....8?.... ..... O74• 0 70 70 60 80 e0 80 !0 e0 eo t30 70_ 70 80 80 Qi1DII 7 C 70 70 80 80 eo 80 8o 0o 80 130 TO 70 60 80 Z m R +1+vP To 70 70 70 e0 eo BO e0 BO e0 eD 130 70 70 eo eo Q g n Ur 70 70 70 70 80 80 80 6o Bo eo 130 7o 70 so 80 5:I a'. x 3r 68 BB 70 ro 60.. 80.. 80 Bo 80 so so 180 70 70 60 e0 ' �I -........_...._..... ..... ........ - ... ..._.... _—... .. _ _ 35�, W 116• 83 es 70 70 eo W e0 80 eD eo 80 130 CS .Cd..... 60 ...eo 8 �, ...._.��'_.. ...-�•.. ..65..... 70 70 eD eo e0 e0 00 ...m_.. 80 130.. 86., 85 80_ ` L-1 108114' - ro ro 80 e0 BD BD 60 80 00 130 - _ __.60 .80 L4 Ill 1w - 70 70 1 so 80 80 80 8o so 80 130 80 BO N i 2I 70 70, ..ro_...TD _. .... .._.._ ....s..__ 60 80_ 130 -70- -70 BO 80 Or 88 e8 70 70 80 80 e0 ell S0 80 80 130.. .!6 68 -•`60 ep.. NOTE:�—Y--t X —} eo B e B31 a..._ a9. . .as• eB ee is 76• !L so, eo eD Ta �za ae ae re 7B i 4' w e8 76 75 e0 eo 8l1 ...80_.•_)6 .. 123' 7�- 78 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED. 194Uq - ao_ eD eo so 7s' 123 HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. ill i'l4 _ .._....:_. --so m so eD - 76 123 (g� 2611Y 70 70 70 70 80 eD80 80 8D 6o 80 130 ro 70 80 80 g xt W 1 3r 88 BB 70 70 BO 60 80 80 6D e0 83 130 68 80 80 e0 a TS G 6 �• 8318' 47 {I -.6�__ _63, n 72 W P. eD. 72 117 47 {7 n 72 - - - .. . - ..70 ro 70• 18 80' BB - EXAMPLE: +calla - -.•- ro ro 76 7e A WINDOW WITH A FRAME HEIGHT OF 63"AND FRAME WIDTH 111114 70 ro 78 78 OF 53%"HAS AN ALLOWABLE PRESSURE OF+/-80 PSF FOR _26 im 70 70 7a To eD 80 80 80 w eD eD 1aD 70 70 e0 BD 3r 68 68 7a 70 80 80 80 eo eD 8o eD 130 66 6B 80 so 4 ; GLASS TYPE M4.THESE DIMENSIONS MAY BE REVERSED FOR AN 63+)a• - 63 63_ 72 72 so eD eo eo 7x 117 72 n Q ALLOWABLE FRAME HEIGHT OF 533/"AND AN ALLOWABLE FRAME 741I° 7'r 69 68 64 64 61 64 $$ WIDTH OF 63"FOR THE SAME GLASS TYPE AND ALLOWABLE __ DESIGN PRESSURE.SEE C=FOR EXAMPLE VALUE IN 't vs = = - "='" 'ag ' 281f2 70 ro 70 70 eD 80 80 80 80 80 80 13D 70 70 80 60 SCHEDULE"A.° -" 68 6e ro 7D eo eD eD eD eo w e 1 ea Be w eD 15-2370 771rs 631re 83 e3 72 T2 80 ro BD eD n ,n — n 72 89 o8 64 6{ 61 BO P1L6!DE11Ol11fION1 i �111 114' - 67 87 j a® I H ® ( FL #15920.1-R2 i 1211812017-TATM Mdr VAPrOb.14115-M70 Simi.MAkohn FbdWd--FSA-Wdola FL15020 for2014 Flmtlii, adBY9 VFDC uodMfSM70M)wpn15MM1AvU V) M T M gi. 8iVVV 210 V:1 m g &in a!V V V 2 V Is 21 Via vin V v V J I : 0 J 3 N V 1 0 0 21 3:2;a V,V 3 Is I&:F,M in V 2; 21 lals V!;j 61 a.1 1.121 V 8, 'o ­ IZI VIV V V VIZI v 2121 21 V V ;5 V 8 3.1 1.1. Is lafria!Vl,V a K Sil.2 V 81 V V-!Z1 �V A 8,V IV a,zl V 1. • 989 j rig 3 r iv.1 3-!8 r.18 T r P;g a a a 8!g F rig plar a:-3-'a rialsis r.8&'is • P,a r.is r,a a IS IS;.-IV,Is I.-I Z!Z,3 8 as• . . .I:-a I a a F,a :Tij s als m.2 R z;f 1 p a P.al P 8 a S gin O !-.!;I F F KIP Sig Ella ks r.a 8 gig 8 gig a a a a a a 8 a 9.1.-gma -.Is PrI.,I.M. .9i.19.19 Sal sit., ; i I I ; : -1 IsIal lal I I ! I IS I . 9 a ij alsi a r, als a 3 v!;31V vIall'SiMs a a a a 8 2;a a a a 8:8 a sp Sig 0 r2 8 a 8 r3l?rig r,a B118 ft:a 933 8:8 a sis V Ygv2190 999 i primisgar?!sr a 3lsysff a 0 am oio-.-.313338 F singlassals F,?!:2 a Flas 3 T F:p I.6;v 1.3 9 a 42 r: F2 pass Y!12 R ri:f-.!&.-a a viss-ass PIPIss asis 8 SIT Bar iTYog Mg 1i a m ir Ulg,gib-8-p 2 P.12 B!L' :-g g g ji;g g 19 9 09 9 9 9 9 9 9 9 g Pn Ln ko NJ 21 Val a 13 z! it rig I V •Hop nini V a 21 21810 9.9 8 21 a 8V rA ME-.V-I z Wo 2�8 V IV V V 8 VIVIVIV 8 21"V T s: Big 41A q MA 4 k filk AN vMq 4 r-4 4 4 41T �11�Fq11 6.1444'' 4 4 q 94 4 4 4 qj�4*4 qi 914A 113NI 4 q*a 414141g 9. . . . a a ZVI a 2121 V fh ZZI 121 1 .i. .1— 21 V'a. . . . r 221-. 1. . . 1. 2 V 8'a. . . .1.-;j 3 Wat;ff . . . Via V ZI V 9 a a a Big Is a 8218 1818 a a 8 Sit mg za a gas. j, 3nT P . 4 . . .!gas in. saars is zuts 9 68 viV:,V Is Sir F rig F60 sisis a a,a zeiv! SMS r !3 olzlpj�sjsis 3&!sm sjd.;j F.Wala F a a Fli all, Malzigso J. 0 a .1vasp . . . _cJs 9:8- IN 8138m; ;at 8: Ar 2 1%;;3 .819.18990 a it &!Pig 2 a als 1;i gifflo 9 a .81 'son; 83!98 • .1--aga visis Sig 21 Riga 96 pi a a 8 a .:;s 8 115!8 9 3 ;3 8;i.-js 8 a w is gswsas.la j a F a is r L Earl is a sisis P:!isls a 8 9 gigs . . . 'a .3 a r 99993. . . . 0­19 9 9;9 9 9 9.1-9-8-9 9- R Rig T 1�.. . . ... . . . 21 2121 a r. c 8. . . . Mal 9 ;gig a a 8 do 8 je;,j 3 . ............... REMMM cmw ZMTE ASSURA WINDOWS&DOORS,LLC ENG1 _I En 1543 N.POWEMNE RM Xr pis TI!r,F,r,F,T,IV, rig alls 8 a-2 a r. 8 all an T I I !tair: low" FLVQW2M IRWN Pompmo BEACH,FL 160 sw CI 12t1 aS 106 r . M. (954)781-4430 .E. SOWS 300 ALUMINUM FDZD WINDOW Po:(9%)354-OM Fm F-MELLODEMMEEM LARGE&SMALLPUSSELE IMPACT WM.ENG1KEERMG9"19 FBC GTH EDITION(2017)PRODUCT APPROVAL FL*15920.1 CERT OFAUTH SOM . ,, FNANK L.BENNARDOt P.E, GLASS TYPES �,..'....., .090 BUTACITE PVB .090 BUTACITE PVB .090 BUTACITE PVB - -� `�'• CT1F ,R?i INTERLAYER INTERLAYER INTERLAYER .090 SGP INTERLAYER NO P p ANN. I/e"ANN �(a ANN. 3ha ANN 3'�H.5.1 35"H.S. 3(s H.S. -3y6"H.S. SEALANT%"1 SEALANT)a"1 SEALANT"s'I SEALANT)¢"1 -x) Z G 4V DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) ST 0 - SETTING BLOCK --•••TTT����N SETTING BLOCK �o w SETTING BLOCK w SETTING BLOCK 1©ATis POINTS 3 0AT 1Y4 POINTS n m 1©AT Y.POINTS 3 'gam' m OAT Y.POINTSJIM �p 11 1 »C1q _ Q G.` M 4 wWADD �Lu In it O LU i .090 BUTACETE PUB Ile'ANN. .090 BUTAAAYER S. INTERLAYER� IN ' ANN. Ka'AIR SPACE AIR SPACE .090 SGP INTERLAYER .090 SGP INTERLAYER 1 Y4'ANN. H.S. U '✓'4"H.S. �"H.S. 1/a"TEMP 1/a TEMP SEALANT SS" SEALANT%'1 SEALANT I/a- SFALANTsDEPTH MIN.(TYP.) DEPTH MIN.(TYP.) DEPTH MIN.(TYP.) L DEPTH MIN.(TY6SETTING BLACK SETTING BLOCK 1 SETTING BLOCK SETTING B 0©AT I/4 POINTS G ©AT1/i POINTS G ATi'a POINTS G �AT P Q O d GmG` LI O OR j cz MATERIAL SCHEDULE I v C ITEM PART I DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS d 1 N3001 0.063'SILL/JAMB/HEADER EXTRUSION 8063-T6 , 2 TM-326 1/5'GLASS STOP FOR I-CLASS 6083-78 N 6 - 3 TM-327 1/8'CLASS STOP FOR 9/16-GLASS -,..- 6063-75 4 - 0.050"SWAP COVER 6083-Tfi Y---•_----• _V•'•---�_ 5 0.370'HIGH D WNYLB BULB AND 0.187'T-SLOT TPE POLYPROPYLENE FOR 3/16"CLASS �ULTRAFAB 6 32001 VINYL BULB- 0.175'0 (INSULATED GLASS GLAZING BEAD AMESBURY 3 aL pgEp i 7 132011 'VINYL BULB- 0.270.0 7/16 AND 0/16 GLASS GLAZING BEAD AMESBURY I 8 - (2)08 X t SMS SCREWS AT EACH FRAME CORNER SAE OR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY 9 SEAM SEALER ACRYLIC SCHNEC-MOREHEAD SETTING BLOCK 1"LONG AT 1/4 POINTS HIGH DENSITY RUBBER 70-90 SHORE A DUROMETER HARDNESS OPTIONAL SURFACE APPLIED MUNRNS 6083-TO 1 3 - M1 RAPID STRENGTH RGS7700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE BY MOMENTIVE PERFORMANCE MATERIALS GOW iawelG romma'm 1 - ALUMINUM'U"CHANNEL 2"LONG AT EVERY ANCHOR LOCATION(IYP.) 5052 N32 ALUMINUM 15-2370 ' 1 - S/16"XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL BCAL6LIM ILIA PAGE Dl6GI�T7011� 1 6 7/16-XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL I{! 17 PRIMARY SEAL PIB a SECONDARY SEAL SILICONE FL #15920.1-R2 EA € . FRANK L.BENNAROOf P.E. 1.269 0.129 -7 0.080 0.570 _� �; N IE00465m4 0.031 0.050 ` EXPOSED c SURFACES ��O�F 4h ci , o •�- --T- � �� a mo —r.o m ��II � 0 0,056 z N 9 a 0.095 W 3Wa� N slA � ^� 1}-01050 p o .. —3.033 to 0 0 y D o IC 1.269 —IL- 0. 3 W 7 fD EXPOSED Q O Y SURFACES 0.202 Q g ==n 1.139--tLn N 0 I i L � o.1es 4 �-3.033 0.813 a NOTE: , PART A14 IS NOT REQUIRED � - a lA --1.000-- 8 WMEN USING THIS EXTRUSION ---•----^^•--•• R 0—.420 S 0.270 c � i 0.125 M 0.025P.17 pO y BIA�gEXFM i 0.07� .r o.030 o.02# 0.02# .°. —L O 10.090 1 14 15-2370 erne, sJUL } --} 0.080 }--} 0.080 -._-_._..�—�— _— vuae D"coIRIoR 1 i o.l 16 NOTE: M © 0 EXTRUSIONS NOT TO SCALE. FL #15920.1-R2 LJ ` i i c ENS _ No P FRAMES OF NON St . $: RECTANGULAR SHAPES SHALL % T'•._ $ BE WELDED TOGETHER IN 'IFS+ �. !� k LIEU OF SCREW SPLINE O ; ASSEMBLY(TYP,). W N m o✓ �o9 , o o9ao W 0 0� SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD w ® ; BEFORE INSTALLATION OF WINDOW,INSPECT ALL JOINTS (/I TO ENSURE A PROPER SEAL Q i Is 9� IIP 15-2370 FL #15920.1-R2 of vwoe o�cNvrsosi � H ® ; #8X 1"GRADE 2 SMS no (FOR 900 CORNERS ONLY) W .PoEt -mRsTI11 ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT rLNGINE.ERIN13 EXPRESS® EXPERT PRODUCT EVALUATION REPORT December 18,2017 Application Number: FL#15920.1-R2 EX Project Number: 15-2370 Product Manufacturer. Assura Windows&Doors,LLC Manufacturer Address: 1543 N. Powedine Road Pompano Beach, Florida 33069 Product Name&Description: Series 300 Aluminum Fixed Window Large&Small Missile 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 61G20- 3.005, F.A.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. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing#15-2370 titled"Assura 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 91.� eeG. r analysis,to qualify the following design criteria: �a i through ; 1. Anchor Spacing o Pro 2. Maximum Allowable Size/Pressure - C 10�� Combinations - .3. Architectural Shape Options 4. Glass Capacity Frat* nn ' : 160 SW.12TH AVENUE SUITE 106, DEERFIELD BEACH, FLdrt[641 X*4 PHoNF: .(954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPREss.com j • _. - , „SDryi6�7Oo,W.o..F1�MtDOW_FS,,.WMTER,�UWNANH�h .(BC.�?fl,67,R.NaLi,.f�,DOC - . i ' I ENGINEERING JIF EXPRESSO 12/18/2017 Assura Windows&Aoors,LLC-Series 300 Aluminum Fixed Window(LNII) 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 Ultradear,Clear and Color PVB glass intedayer N.O-A.# i -16-1117.01 • Kuraray America, Inc.-SentryGlas Glass lnteriayer N.OA.#14-0916.11 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 products 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). i 4 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE; (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM . - ":v+v�mwssmote�ao..uaaan,roanwmar-w.�mn�mw9�aw.nowornor�wirrsonseevrwre+saiacevu++ae�a.mc -. - ,