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HomeMy WebLinkAboutProduct Approval I Ali I.-�f % rx BOS Home I Log In I User Regfstration I Hot Topic I Submit Surcharge I Stats&Facts I Publfm contact tipns I Conta Us I BQS Site Map I Links I Search Flodd r a 4: �� " Product Approval USER:Pub User d iryavaw�t I Product Approval Menu>Product or AopllOtion Search> ILlgn >A 1lcatlon Detail 1 FL# FL2561 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Assura Windows&Doors Address/Phone/Email 1543 N.Powerllne Road Pompano Beach,FL 33069 (305)887-2646 Ext155 gberos@assurawindows.com Authorized Signature Gerardo Beros gberos@assurawindows.com Technical Representative Address/Phone/Email \ Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method aluation R ort from a Florida Registered Architect or a Licensed Florida Pro ngineer t.' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 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 FL25612 RO COI SS-Vinly Fixed Casement Window(LMI)-CI 2017.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2005 j TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code I I j Product Approval Method Method 1 Option D I I Date Submitted 12/18/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/20/2017 Date Approved 3/2018 Sum Products FL# Model,Number or Name Des ription 25612.1 Series 525 Aluminum Fixed Large fissile Impact resistant aluminum fixed casement Casement Window window Limits of Use Installa an Instructions Approved for use In HVHZ:Yes FL25612 RO II SS-525 Alum Fixed Casement Window Approved for use outside HVHZ:Yes LMI)-20f 7 DWG W17-1 .01' Impact Resistant:Yes Verified y:Javad Ahmad PE#70592 Design Pressure:+70/-75 Create3r by Independent Third Party:Yes Other:See attached drawing W17-18 for installation Evalu tion Reports instructions and span vs load combinations 612 RO AE SS-525 Alum Fixed Casement Window LMI 2 17.pcf Created by Independent Third Party:Yes 25612.2 enes Inyl Casement Window Large Missile Impact resistant vinyl casement window Limits of Use Installation Instructions Approved for use in HVHZ:No FL25612 RO II SS-9500 Vinyl Casement Window(LMI)-2017 Approved for use outside HVHZ:Yes DWG W17-105.gdf Impact Resistant:Yes Verified By:Javad Ahmad PE#70592 Design Pressure:+80/-80 Created by Independent Third Party:Yes Other:See attached drawing W17-105 for installation Evaluation Reports Instructions and span vs load combinations FL25612 RO AE SS-9500 Casement Window LMI)-PAE 2017.pdf Created by Independent Third Party:Yes aaek -e-_ Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.QRydaht 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 a-mall 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 850.487.139S.-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 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 here. Product Approval Accepts ow- ® IxA Credit Card j Safe I 3 WINDOW WIDTH n FALSE MUNTINS (SURFACE )APPLIED - A °j MAY BE USE T 0 ---IL---=-� - - d 0 g =====LL= Z II II II II it II 3 it li 3 I 8 I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, O o SHUTTERS ARE NOT REQUIRED. 0In I "' SERIES 525 16 1/2-MAX._ s•MAx. HEAD/SILL MMM HEAD/SILL 8 s ALUMINUM FIXED CASEMENT WINDOW CORNERS OSEM �c d N APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE TYPICAL ELEVATION ¢ .S�0 m C COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER F.B.C. ,0 0 2i APPR'D WINDOWS USING F.B.C. APPROVED MULLIONS in O z o^, IN BETWEEN. Inv- E LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 3 �m Do WILL APPLY TO ENTIRE SYSTEM, DAYLITE OPENINGS: D.L.O. HEIGHT WINDOW HEIGHT - 8,250" DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS D.L.O. WIDTH = WINDOW WIDTH - 8.250• SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). a 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. FL #25612 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. FF--i °e MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. PROVIDED HE/SHE DOES Nor DVAATE FROM THE CONDITIONS DETAILED �� �Q:••�QBySF••,• d ON THIS DOCUMENT. II THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ,^Ir B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ALTERED BY ANY MEANS. T 10 705132 �. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIOA REGISTERED WATER INFILTRATION RESISTANCE ETC. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(ED R.) CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER AND TO BE REVIEWED BY BUILDING OFFICIAL USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED r drawing n0. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT 7D THIS LATTER THE SITE i MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. �i �;•.A' ID1`. ��`\ W 17-1 8 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. o-THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF qA a�®®�•• y �� _ LABELING TO COMPLY WITH SECTION 1709.9.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ///E � T11A� [9hee1 1 Of 5� Sealed:1 211 512 01 7 L W DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ,emu GLASS TYPES GLASS TYPES I WINDOW DIMS. A','E'8:'C' fp-- WINDOW DIMS. A','a'k'C' -----'- - WIDTH LENGTH EXT.(+) 1NT.(-) WIDTH LENGTH EXT.(+) 1NT.(-) Z m 3 \\\� - 19-1/8" - 70.0.- 75.0 -38" 70.0 75.0 26-1/2' 70.0 75.0 42' 70.0 75.0 F a 37" 26' 70,0 75.0 48' 70.0 75.0 Fi 70.0 75.0 54' 38' 70.0 75.0 / 53-1/8' 70.0 75.0 60" 70.0 75.0 a• j yN1 7 NOTE. 19-1/8" 70.0 75.0 66" _ 70.0 75.0 WIDTH AND LENGTH DIMENSIONS CAN BE 28-1/2' 70.0 75.0 72' 700 75.0 Q t . ORIENTED VERTICALLY OR HORIZONTALLY - v= AS SHOWN ABOVE. 37• 38-3/8" 70.0 75.0 78" 70.0 75.0 Cf r] O 48' 69.3 74.3 38' 70.0 75.0_ Q 6 p Q 53-1/8' 1 69.3 74.3 42' 63.3 67.9 - Q 0 yf'j 19-1/6' 70.0 75.0 1 48' 42. 63.3 1 67.9 a 26-1/2' 70.0 75.0 54" 63.3 67.9 LL Z Np 37" 80-5/8- 70.0 75.0 60" 63.3 67.9 48" 85.4 59.4 66' 63.3 67.9 93-1/8" 1 62.5 56.3 38" 70.0 75.0 _ 19-1/8" 70.0 75.0 42" 63.3 67.9 26-1/2- 63" 70.0 75.0 48" 48" 55.4 59.4 U •37' 70.0 75.0 54' -55.4 59.4 3 19-1/8" 70.0 75.0 so" 85.4 59.4 26-1/2' 76' 70.0 75.0 38' 70.0 75.0 37' 70.0 75.0 42' 54. __83.3_ _ 67.9 OO 7-1 19-1/8" 70.0 75.0 46" 55.4 59.4 �,M I 26-1/2- 78' 70.0 75.0 54" 49.3 52.8 �aM 37' 70.0 75.0 38" 70.0 75.0 w N y t< 42" 1. 63.3 67.9 _ C- 48" 55.4 59.4 -1 j C 3 d H 38" 66" 70.0 75.0 C a in1. 63.3 67.9 N 5 C 38' 72" 70.0 75.0 W) M a 1/4'TEMP. GLASS 38' 78" 70.0 75.0 a)d•5 ECL 5/16"AIR SPACE 3/16'ANN. GLASS -1/4"ANN. GLASS 3/16' HEAT STREN'D GLASS 090' Interloyer 090"Interloyer 090"Interloyer ••Trositol PVB -••Saflex Clear And Color Glass Troslfol PVB By'Kurorcy America, Inc.' By'Eastman Chemical Co.' By'Kureray America, Inc.' c ¢ •3/16'ANN.G1A55 -1/4'ANN. G1A55 3/16" HEAT SiREN'D CLASS ° z ou to 2 W V N B I I 6 I' II' t2 II' II !: • I SILICONE I SILICONE � SILICONE RGS 7700 RCS 7700 RGS 7700 c d o_ 3 II I� 3 I!I ill 3A - `t%%%I I fill,cc ' c ^. - DURASEAL SPACER A:NBY'QUANEX' /g,�_/ii AT 1/4 POINTS ON S �AT 1/4 POINTS ON LITES No:70592 S" 7 7 7 AT 1/4 POINTS ALL SIZES 1 \ ~ WIDER THAN 36"0 Y WIDER THAN 38"ONLY ' � d GLASS TYPE 'A' GLASS TYPE W GLASS TYPE 'L' _�►: r = 7/16'OVERALL LAM.CLASS 9/16"OVERALL LAM. GLASS 1"OVERALL INSUL. LAM. GLASS � drr�a.Lw(ng •1nop. GLAZING OPTIONS FL #25612 '!S'®NAB' `�� IIIIIIIIttt sheet 2 of 5 Sealed:12/15/2017 3 TYPICAL ANCHORS TYPICAL ANCHORSSEE ELEV. FOR SPACING EDGE DIST. SEE ELEVS. FOR SPACING TYPICAL ANCHORS U n 1BY METAL __ _ ___ __ _ • WOOD•BUCK •.,•. STRUCTURE Fr _ _— _____Y� m FOR SPACING Z r j F.B.C.APPROVED plST. I MULLION k MULUON ANCHORS I d. a.•° .�'°o. a• ' i SEE SEPARATE APPROVAL 1 EDGE Q ag CL ° �°, e _. ...:'•,;'.:..'.. i EDGE DI ° 5T. N`�I v ' - � sg 8 �h s e&QQ 1 2 TYPICAL ANCHORSSEE ELEV. Q uN�1�qI FOR PACING LL y gg" J it II Q uzl pl li li I i• WOOD BUCKS AND METAL STRUCTURE NOT BY ASSURA WOWS. 3 ii MUST SUSTAIN LOADS IMPO G SYSTEM AND TRANS 0 THE BUILDING STRU RF.` 0 v C3.0 o YPICAL ANCHORS: SEE ELEV. FOR SPACING °r"'i i ii 1A 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI,Fy-155 KSI) 41 ;c m O 2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O z r g a 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 0 n G v II II II I t� I; THRU 1BY BUCKS INTO CONC. OR BLOCKS < *Om ^� W l i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) C72 „ I is is 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) L ° II� ji jl ALT, FRAME: w 7M O' n i THIS FRAME WITH 2'LONG SHEAR CUPS DIRECTLY INTO CONCRETE OR BLOCKS o AT ANCHOR LOCATIONS CAN BE USED IN 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JA N '•' r• I' LIEU OF SM.FRAME FOR ALL ANCHORING CONDITIONS SHOWN. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 2 ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _ 1 2 TYPICAL EDGE DISTANCE 1BY INTO CONCRETE AND BLOCKS - 2-1/2" MIN. d O = WOOD BucK = INTO WOOD STRUCTURE = 1" MIN. ° B " n INTO METAL STRUCTURE — 3/4" MIN. lljT117111f °c I WOOD AT HEAD, SILL OR JAMBS SG m 055 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'o = 3000 PSI MIN. ° m T C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm 200D PSI MIN. ��• VOfiN3 ���. c ° ° • . V d" Na 70592 _ � a ,•p .••s'.. � ,� TYPICAL TYPICAL ANCHORS 0 ANCHORS EDGE DIST. SEE ELEV. � O � I `•. A OF dr°winq n°. •° SEE ELEV.FOR SPACING EDGE DIST. FOR SPACING 'i''��`'••...., @ye4'9�� FL ##�25612 ' i;®�ml1�``' (sheet 3 Of s Sealed:1 211 5/2 01 7 TYPICAL ANCHORS I: SEE ELEV. FOR SPACING Z q J TYPICAL ANCHORS' r� 7/4"MAX. SEE ELEV. F u 1/4-MAX. © SHIMS -SEE E CHORS 1/4'SHIM FOR SPACING �O V U O - FOR SPACING MAX. fl, Oaaa METAL __...__ _-_- - - - .'a ' Y K STRUCTURE ,, w R Sdt WOO 3 3A o 1 EXTERIOR D.L.OPG. .—___._ WOOD BUCKS 3 NDOW_WIOTH 8 0 O �C� Io C yy� 35t 90 m N O n IL � o � APPR,D CLIPPED MULLION-7 0 Z c SEE SEPARATE APPROVAL / 7 CAL E TYPI ANCHORS fy� SEE ELEV. FOR SPACING 11 II �1 I� I I ' I I -1 1- I I EXTERIOR ° N .y ��.._—..__. WINDOW WIDTH WINDOW WIDTH _ Na 705g2 S' � � 3• ,' TOP: •�� W 17-18 '..... FL #25612 /i�® �� �`��`` sheet 4 of 5 Sealed:12/15/2017 � a " AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION CHAPTER#61 G20-3- METHOD 1 OPTION D FL 25612 i Date: 12/15/2017 Detailed Prrer:duct Description: anufact M ASSURA WINDOW &DOORS LLC. Manufa urer Address:1543 N P WERLINE ROAD. POMPANO BEACH FL 33069 Model N me:SERIES 525 ALUMIN M FIXED CASEMENT WINDOW Maximu Frame Width:78" Maximu Frame Height:78" Maximu Load:+70 PSF -75 PS (Large Missile Impact) Installation Drawings#W17-18 his product complies 41th the High Velocity Hurricane Zone(HVHZ)testing requirements. The abo maximum parameters do not occur simultaneously. See in allation drawings for combination of span vs loads. C mparative analysis used X Yes _No Ma datory Tepts(Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST_ DES I N W TEST LOCATION NEST RE��,PORT, ;TEST REPORT# Test , DATE Y•,`, y Sealed:by ASTM E283& Air Infiltration American Test Lab 2/18/2013 0108.01-13 Henry Hattem, TAS 202 Leakage of South Florida 12/17/2012 1213.01-12 P.E. ASTM E331 Water American Test Lab 2/18/2013 0108.01-13 Henry Hattem, OR ASTM 547& Penetration of South Florida 12/17/2012 1213.01-12 P.E. TAS 202 ASTM E330 Uniform Static American Test Lab 2/18/2013 0108.01-13 Henry Hattem, &TAS 202 Air Press. of South Florida 12/17/2012 1213.01-12 P.E. ASTM F 588 Forced Entry American Test Lab 12/17/2012 1213.01-12 Henry Hattem, of South Florida P.E. Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION. TEST REPORT TEST Test DATE - Sealed by FBC 1626.2 Large Missile American Test Lab 2/18/2013 0108.01-13 Henry Hattem,P.E. (TAS 201&203) Impact&Cyclic of South Florida 12/17/2012 1213.01-12 Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ```,`'• No 70592• 9' ww Javad Ahmad PE#70592 AI-Farooq Corporation EB#3538 . .... cps/pryq�F.N�:��, Sealed:12/15/2017 NIII IIUI•• 9360 Sunset Drive,Suite 2201 Miami,FL 33173 1 T:305.264.8100 F:305.262.6978 1 www.afceng.com I alfarooa@afcens.com