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HomeMy WebLinkAboutProduct Approval Panel WallsF; orida Building Code Online Page 1 of 2 D xt*) .� �'.�'��� � `�� ���� r �T �� a� t �,rS }}i s�x �. k" �>��f-1.�'a'J�� � _ '��?4�t'���i•'� Y 4 Y p. ��" �, �s 1; �"� �� d r`.,'��1ks� 7 ark � � .'• r v d .# �� ` ._.....:.....::.td.:w`:d'`a.•r=.'`ts>;esa... 5',�. 3`.x a�`,�: r>i3E ..4...,•!s�_=. 3..o-ka-....... L.,=s:.s%�,-:t.'di.." CGS Horne tog In User Registration Hot reCics Sub—t Surcharge SWG S Facts PuUr:Catmns FSC Scat( 5M Site etas Links ! Search dbre Product Approval USER: Public User P,Q0gV,A rgyk!_bs11 PCCBL" ;•n•y;5;�:;;;A cnar^Fs Anpi:c1, xr. ,; ;,; ; Applfeauon Detan FL ` 1:1-216 Application Typc. New Code Version 2014 Application Status Pending FI3C Approval Comments Archived Product Manufacturer EGS International, t.LC Address/Phone/Email 3133 SW 25th Street Pembroke Park, R. 33009 (954) 96rt-..44 t engi neers2 501 tn,1nl sn.com Authorized Signature Javad Ahmatl a Ifarooq,ala, rceng. corn Technical Representative Gary Zack Add ress/Phone/Lim,0 3133 Sal 25th Str+-et Pemixcke Park, Fi .13G�.a (954) 964 14 i i gary�joogSitll Crrliit�o:ldlilC.cGn1 Quality Assurance Representative Address/Phone/Email Category PanM VIalis Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registcreo Architect or a Licensed Florida Professional Engineer Lvaluation Report - Hardcopy Received Florida Engineer or Architect Name who developer( Javad Ahnrad the Evaluation Report Flonda License Pt-t0�92 Quality Assurance Entity Natsena1 Accred0antin & Management Institute Quality Assurance Contract Expiration bete 12/31/2.017 Validated By Amnlad rmoz, F'.F.. ellidit ,un (:hf, kl;s: 11,:ruc,"p" Recur...., Certificate of Independence F1.21899. F;(l._C;UI SS : RalnU7rt Saries._ 5U�_AIurn.WN _CI a df Referenced Standard and Year (of Standard) &tasid.if. d YS.OL AAMA 501 2005 ,r1.: , 1 2009 [AS 201 L9911 lAS 202 1994 TAS 203 1994 Equivalence of Product Standards certified By Sections from. the Code ligps://0oriciabLiitdilig.org/pr%pr_al)p_.citl.asl)x?param-°\N (; l -V X(,)w1DqutJ9QzTt6YQhI-.101'... 3/28/2017 r� Plcprida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Da"a Sv fnitted Date Validated Date Pending FBC Approval Summary of Products 02/16/2017 02/20/2017 02/20/2017 ................._ FL # Model, Number or Name i Description 2.t899.1 Rampart Series 5500 Aluminum ; Large missile impact resistant aluminum window wall Window :"Jail System � system. — Limits of Use Installation Instructions Approved for use to HVHZ: Yes fl;.2lii�).9,^R.�mnart $crlgj_550Q AI,4),rrl WVt! (l Ml.) Approved for use outside HVHZ: Yes 1.6 66,,Pdf Impact Resistant: Yes Verified By: )avad Ahmad PE « 70592 Design Pressure: +100/-100 Created by Independent Third Party: Yes Other: See attached drawing W16-66 for span vs load Evaluation Reports combinations and installation instructions. F121899„_110 ,ACSS,-,-gpmRar� Series SSL?0 Alum VJW ((MIS. ! �P,�f.p�!i j Created by Independent Third Party: Yes _ — - 21699.2 Rampart Series 55U0 Aluminum ! Small missile impact resistant aluminum window wall i Windov, Wall System system. Limits of Use I Installation Instructions Approved for use in HVHZ: Yes �t,21)399,_)20._(i._SS___,_RamRarl_$cri-e._5500_�lum WW_($ht1), Approved for use outside HVHZ-: Yes _DWr WIG �6_pdf Impact Resistant: Yes Verified E3y, Javad Ahmad PE 70592 Design Pressure: 4 100/•1,30 Created by Independent Third Party: Yes Other; See attached drawing W 16-68 for span vs load Evaluation Reports combinations and installation instructons. j F121895, RO AG._SSw_Rq,mJ�a..r Seri_cs_5:5pt1,c11u(n WW (S�ll.) i PAF.,pdf Created by Independent Third Party: Yes Bncif Ndxl The State of F:Or,da 'a a,.. AAf_1.:C- 'yaa. ; 7 ,07 7Gi:3 ^�,la +_o(,%a �!,�.,, :: Pr:vs sY_Eir eMUn :: A4cesrbi ity Statement :: (refund Statement Under Fh�r.da IaW, WIWI addre5giis are public few'm^' If ':GU vo noL t'am Yn::! ^ mlew!ed In response to a public•feCords request, do not send electronic mall to this entity. Instead, contact the office hV phone or by tradNonai mau, Ir you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 3, 0112, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if the; have ore. The email$ p:ovided may to used tct nff:c,al conlmuri: ration with the licensee. tlowever email addresses are public record. If you do not Wish to supply a personal address• please provide the Cepa:.tneflt R•,Gt an email address which can be made available to the public. To determine If you are a licensed under Chapter 455, F.5., please click h_- o . Product Approval Accepts: Lrail M Credit Gard, Safo hops://1loridabuildin .orglpr!pl app dtl.asps'.'param=-,NGI::VXQwtDgLi- 9Q l't6YQlirJOP... 3/28/2017 D.L OPNG. -WIDTH - i. ~ter 1 ._ a 1/4 LV.X. _. _._DLL. DPNG- WtmH ANCHORS TYPE A. B OR C 3 A' EA-n JAMB SEE SHEET 7 TYPICAL ELEVATIONS O.L. OPNG. WIDTH TYP ANCHORS TYPE A E OR C 3 AT EACH SIDE Or MULLION SEE SHEET 3 RAJTJ.. RT_.SERJES :1500 \U011'_,1C�LL SYSTEM.(S,.Ai,L) TH,S PRODUCT HAS BEEN CFSIGVED AND TESTED TO COMPLY Y/:TH THE REOViREMENIS OF THE 2011 (E,TH EDITION) FLORIDA EL:ILDING CODE INCLUDNN:. IVGH VELOCITY HURRICANE ZONE (HVQ). 1SY OR 28Y WOOD SUCKS L- BUCK-ASTENERS BY OTF.ERS. MUST BE DESIGNED AND INSTALLED ADCOUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: AND INSTALLED PER MAtIUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE JSE CHARS AS FOLLOWS. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. --- - - A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERWHE DESIGN WIND PRESSURE REQUIREMENTS BASED ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE, ON WIND VELOCITY. BLDG. HEIGHT. \MIND IONE USING APPLICABLE ASCE 7 STANDARD. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. IMT P CHECK DESIGN LOAD CAPACITY FOR A LIVEN SPACING COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET, THE AND HEIGHT USING CHARTS ON SHEET 2 REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i c. LIFE SAFETY OF THIS PRODUCT. ADEQUACY i USING CHARTSON SMELT J SCIICI ANCHOR OPTION MELT .3 , ,STEP 4 U„N OSTEPN OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR DESIGN LION MORE THAN DESIGN EGAD ! SPECIFIED IN t ABOVE. WATER INFILTRATION RESISTANCE ETC. CONDMO14S NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. STEP 5 THE LOWEST VALL'E RESULTING FROM STEPS 2, 3 AND 4 AYD TO ETC REVIEWED BY BUILDING OFFICIAL. THAT C[CE© THE DES" WIND PRESSURES DETERMINED AMAHUFACTUR£R•S LABEL SHILL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. I THRU STEP I SMALL APPLY TO ENRRE SVSTEu. I SEEP 6 FOR SYSTEMS WRH UNAVCHORE0 JAMBS. US= SKEET 5, LABELING TO COMPLY WITH SECTION 1710.8.2. DETERVINE THE MIN. & MAX GAP TXVENVONS. _OPNG. WIDTH._F51I i....._.._.- h F zcl � �o i; lo�g`vii8 a. ao¢�g[ oo.fi og. I oab 1 ,N pl II I I �i I' s i �o J cal izs.otn 4 tn IT 4 + i V) IIF = Y --ram-' --- --• -)-'I--1-• V, ¢ A 0: a' IWITZ 41/ M1a I( i Fcc MAN. W W ANCHORS TYPE A. 8 OR C 3 AT EACH JM48 SEF ';MEET 7 I`Wnq. _------- __ DAYLFIE OPENINGS SINGLE '0' PANEL- DLO WIDTH = FRAME WIDTH - 4-10- .GLO HEIGHT -RAME HEIGHT - 5.50- PPODUCT COMP_IES WIN REOU�RCMCNTS OF ANSI 297.1 THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT. o. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED i ... FOR INSTALLATIONS VP TO 30 FT. OF GRADE. SHUTTERS NOT REDD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. FL #21899 •-cv--cw- To at. Pcs-las,s.r rcR T-r sr.Ec,R,. PVH.Af Rcr E<w:c�I=m..c• e+Scc CN rww._• . A;VArcI: ��� jAa• ?f,Lc I „ i o v1,e r.Lu nt: �'ti cla:•::rol cf-TC •'Ne-. en THIS tgcWO:r •'. IB- ILLS -00V'I fvN l:Aerr: rct-ENT 'u BE co?. Ar- f.^. lf—n r AL1CIl0 0+ Arlr VGNS 1 ; No. 702 IC- S•R 'JCCSIC PROJEC% Swat GE PREPARE'. T A FLUR'rd PLISICRE.T I^ T • •!�• _ (� I' i I L' 1 -+ I.•G'.ICA YCK'f_i - �_L R[COVC T•[ L D.%1R ti !rGFD 'CaR. , .• - $ i. i rDR lI•COG PMICT -0 "M -L DE RESPC'Str rOG Tf- PN ZIIl Llj' Dr TrQ P,E.D CI � U: a ACCORP. A,;RA : A s A DELECATCD : i L'GNSC 1D TnE P.EA Lv4: [EA SMALL SRSY; TD Th5 'FITR T4 SFC •� Cti4 F I (/` drawing n0. SKcgc DPAwJ Fee 4Lv{w. IDF`•'' f.'J\ '• fwi s-68 �D- TAS P.FX. 3• KAo W :a-E AND CACNAL SCA: S� TVRc a�S gFa1VAi ���i ` az PRJrESSORAt C14"ECR cr RC=40 ROT nl�. wEO D. t�J P 0 sc 0 O C, zo 7/8' MIN. H0 4IT r'p. " * 1 Eill't 0 EXTERIOR mo Nm . . . ... ..... CO 0 O z o" a EA 'Q m in I, 0 p > Z' C) m ------ Irevislons: 05 16 -'�(�RAMPART SERIES 3500 WINDOW WALL. (S.M.I.) AL-FAROOQ CORPORATION a ENGINIZERS&PRODUCT DIEVELOPMENT 9360 SUNSET ONIVE. SUITE 220 G INTERNATIONAL, LLC .m i 3133 S.W ?.5TH STREET MIAMI, FLORIDA 33173 (VA.N. 3538) j; PEMBROKIL PARK, FL. 33009 • TEL (30W 204-8100 F .(305) 202-0979 TEL. L95�) 904-14.41 FAX. (95-) 533 wl ED p .954-1 Ni i Ae. 2 aj! m lo X 8 �5 15 .:15 15 �5 :d - - - - - - - - - - ,:o .,t�:�5 t 0 b L. (A in - --------- — Ln, 0 IE K! p 3 p Fiv 2 0 z 1-9 0 x .1 b b b 3E m p (n 19 cc co > WkF lKLr SERIES 5500 L-FAROOQ CORP-ORATION ENGINEERS & PRODUCT DEVELOPM EMT INTERNATIONAL. LLC 9360 SUNSET DRIVE. surm 220 3133 S.W. 25TH STREET MIAMI. FLORIDA 33Z?3 um) PEMBROKE PARK. FL 33009 EL 1300) 26"WO FAX,(306)2620070 c tEt (954) 964-1441 FAX. (954) 964-1533 _16 COMP- vile-Gar­ �P �\ 1 EDGE GIST. 16Y OR 2BY _ EDGE pST. TYPICAL ANCHOSS i --'._ - YIDO0 BUCKS-\ it I I 99 � lil Vi o TYPICAL ANCHORS • .' l!. SEE ELEY.- MR SPACING I EDGE„DIST. T-. . ANCHORS SEE ELEV. FOR SPACING TPICAL ANCHORS METu. SEE ELEX STRUCTURES '•� �` OR SPACING EDGE II _ DIST• _ WOOD BUCKS AND METAL STRUCTURE NOT BY EGS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICA)•_ L�1CIIORS SEE ELEV. FOR SPACING TYPE 'A•- S/16• DA IN T0.eCON BY 'E CO' (Fu-177 KSL Fy-t55 KS-) THRU 10Y OR 2BY BUCKS INTO CONCRETE 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL Aru•uOR EDGE DISTAN - S INTO CONCRETE - 2-1/2- MIN. INTO WOOD STRUCTURE V MIN. • _ _ _- `.TYPE •0'- 5/16' DN UITRACON BY 'FLCO' (Fu-177 KSL Fy-155 KS) DIRECTLY INTO CONCRETE 2- MIN. EMBED INTO CONCRETE (HEAD/SILL) ANCHOR EDGEDISTANCES INTO CONCRETE -.2 1/2_ MIN... _ I.... 'TYPE 'C'- 5/1G' DIA TEKS OR SFIF DRILUNG SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULUONS ONTO METAL STRUCTURES (HEAD/SILL) ! ALUMINUM: T/B' THK. MIN. (6063-15 MIN.) STEEL 1/8' THK. WIN. (Fr v 36 KSI MIN.) (SIM IN CONTACT W1H ALUMINUM /0 BE PLATED OR PAINICD) _ANCHOR FDCE DISTANCES INTO METAL STRUCTURE 1/2' MIN. �- -- WOOD AT HEAD OR SILL SG + 0.55 MIN. — _ - CONCRETE AT HEAD OR SILL Pc - 3000 PSI MIN. FL #21899 f IN�ANCHQflS II ,AL.1 II Z ? f/ j 0 a00�, a!,O ryr 8i • fL n '1 ! crCQa cti 1 i 0 d O C i! i TYPICAL ANCHORS - SEE ELEV. p O 2 ru IK li FOR SPACING a ow O M N j ' I TLLzy�Rf i�Zsalu I N;II :f lif AI I; IV �Ai Io.J oA:Lu N i Lu N O Nt W a H•' TAt ZZ UjC 1 co .a.. �wna{✓ A __.. i I • I f 5:u1 I i I Sealed 16-17 I No. 7=2 �} 7pyyyyyl I$!5i A` '_ •...�!D*.•:ti_.; drawing no. W16-68 11 lm Z m n:i3 2� 'ngRii-' 1QE a ll a RERtfCRCfr:G AS REOD. I isl. St SHEET 2 � G ch `• N'U aI FOR CAPACITY 112 IT 3 P) AT EACH EEND NS - W (1) IN BEATEEN-'\\ n I,�• - � j(LENGTH a 2/3 OF SPAN) i V M � yJ :ff AT 1S- O.C. 'Br -�-------- - -- --- " -- C IL a i WOOD BUCK O . 10 In J G I G=9$< Ca �'•. MERIOR ,, p . J o O: 9000NE DO* CORNING 790 DEPTH 1 /A' MIN. N t" 1/2- MIN. 1/2- MI's W Z 0 Q - I• M" 1" MAX. K:'t d'tv2 CGvF xlD'� - - 6AP i N i LL7 3 s a'o•. SEE NOT L SEE NO"E GC B101V BELOW n NOTE: " ' MAX MOVEMENT CLNSCiRE0-1002 STRETCH. PLEASE REFER TO SEALS<'7 IAWUFAC"ER'S DATA AND APPI:CA7 CN WL4UAL FOR COVPATA9L.- Or SEALANT TO SUBSTRATF A x•IN:um'uI MATERIAL/F-NISn tiN^.:OVFL'AVCE FOR WAAFMTI. REFER TD AC'-117-10 FOR CO!MRUCRON TOLERANCES &TERNATE SLALNIS AT 44UH DAPS CAN GE DESIGNED BT ENGINEER Of RECORD 99SED ON MANUFAC7URER GUIDE UNES • 0 GAPS LESS .HAN 1/4" MAY BE DESIGNED BY ENGINFER OF RECORD BY '.u2 THE USE OF BOND BREAKER TAPE OR 15S OF GAP ALLOWED UOVEVEN7 ..�N . a• o; Sealed .02:16-17 NO. 'i�•'•. .A P - '`� drawing no.� FL #21899W16-68j •{.�';LIITIIItY Isheet5ot_7j c E z N � U Eat• n-os-16 _'-510"-s _ RAMPAR7 SERIES 5500 WINDOW WALL (S.M - �1 I_• _._...._ EGS INTERNATIONAL, LLC 3133 S.W. 25TH STREET I ra. er rua° PEMBROKE PARK, EL. 33009 1EL. (954) 964-1441 FAY, (954) 964-1033 n A n ,A•, p, D DI:n n A'SDI:n'D D U 1� U V r -I J p I V V I -1 8;8.5EF:8�8 8 SCE w' �•z!=i El; kI@- 3.2j 1p�all (cO� %X � � IjjDir lZ�m�9 O 09 (CA1 � I!CZC Y� S'Q N IC NliwjlllQ'�J 9 Z $ x u I I I. F. C WPW C n I p�PIP Igo j air m F : ��-1•i w�itZ I l n1.�"'ail1 i1� :1i1; C D p N- p a11C1 ,ul�lm 9J1 N,.L N 'iilff O.O O: D lolA rc'I�: I j x 44 I j 'GIG. II :r,, r, �n! I >!>� i AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DCVCLOPMENT . j 93E0 SUNSET DRIVE, SUITE 220 I MIAMI, FLORIDA 33173 (C.A.N. 35311) 1 EL(305) 264-8100 FAX 006)2e2-0070 HAMPAR I SERIES 5500 WINDOW WALL (S.k E6S— I-N-T—ER-N'A*-n"-0'NAL', LLC 3133 S.W. 25TH STREET PEMBROKE PARK, FL. 33DO9 ILL (954) 964-1441 FAX. (954) 944- 1533 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 93SO SUNSET DRIVE. SUITE 220 MIAMI. FLORIDA I3173 (C.A.N. 353.8) TEL (305) 20"100 FAX(305)202.4970 i CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 o METHOD 1 OPTION D FL 21899 Date: 2/16/17 Detailed Product Description: Manufacturer: EGS INTERNATIONAL, LLC Manufacturer Address: 3133 SW 25TH STREET. PEMBROKE PARK, FL 33009 Model Name: RAMPART SERIES 5500 ALUMINUM WINDOW WALL SYSTEM_ Maximum Panel Width: 72" Maximum Frame Height: 120" Maximum Load: +100 PSF, -130 PSF (Small Missile Impact) Installation Drawings V W16-68 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used _X_ Yes —No Mandatory Tests (Tested in accordance with AAMA 501/101/I.S,2/NAFS-02/TAS 202) TEST'' DE5CRIPTICii fCST LOCATION TEST REP ARTTEST E3E1?C1IiT¢t rES7; M�k DATE:' ~ SEALE[)Bl`?W; ASTM E283 Air Infiltration Architectural Testing 02/1.4/2017 G3802.01-450-18 Joseph A. Reed, PE Leakage ASTM E331 Water Architectural Testing 02/14; 2017 63802.01-450-18 Joseph A. Reed, PE or ASTNI 547 & Penetration TAS 202 ASTM E330 & Uniform Static Arc! ctu <1 rest,ng 0211 f33802.01•450 1s losephA. heed, PE TAS 202 Air Pressure Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) `z TEST DESCRIPTION4 r IESI LOCATION -TESTREPbAT TEST �_ TCST z ` 'DATE—"AEPORT fi k SEALEDtit3Y,� FBC 1626.3 Small Missile Architectural Testing 02.1114/2017 G3802,01-450-18 Joseph A. Reed, PE (TAS 201 & 203) Impact & Cyclic ANSI Z97.1 _ 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 2014 Florida Building Code. Evaluation Report Engineer: ,�O�1`..n.m�rr, , Javad Ahmad PE ft 70592 AI-Farooq Corporation EB tl 3538 I ol'Sealed 02-16-17 '1,,, ,„���'' 9360 Sunset Drive STE 220 1 Miami, FL 33173 IT: 305.264.8100 1 F: 305.262..6978 1 www�afr,eng qm 1 alfaroo1c�afcenR.com