Loading...
HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 2 SIC 6-A-1 O1A- Elm SCIS Home I Lag In I User Registration I Hot Topics I submit surcharge I State &Facts I publications I contact Us I BCIS Site Map I Links I Search dFbrDtal�t��' �1 �,N r a1 "s Product Approval 1 „t USER: Public User yrM_uR Avvmval Menu > Pmtl¢ct ar4oylica[ion search a Aovllra[ion List > ppplkatlon Detail FL # FL29677 Application Type New Code Version 2017 Application Status Pending FBC Approval Comments Archived ❑ REVIEWED FOR CODE COMPLIANCE LIANCE ST. LUCIE COUNTY SOCC Product Manufacturer EGS International, LLC Address/Phone/Email 3133 SW 25th Street Pembroke Park, FL 33009 (954) 964-1441 engineem2SOl@msn.com Authorized. Signature lavad Ahmed veronica@afceng.com Technical Representative Gary Zack Address/Phone/Email 3133 SW 25th Street Pembroke Park, FL 33009 (954) 964-1441 gary@egsintemationalllc. mm Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 0avad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ammad Riaz, P.E. 7 Validation Checklist- Hardcopy Received Certificate of Independence--1`,129677 RO CDI 55J.aL[i j�$eri_es, $.G..U_C1.p51f Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 Florida Licensed Professional Engineer or Architect FL29677 R0 Equiv SS - Equivalency Compliance Ltr.odf https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsJwwM3n%2b... 7/22/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/12/2019 Date Validated 06/21/2019 Date Pending FBC Approval 05/25/2019 Su rod s # Model, Number or Name Description 29677.1 Atlantic Series LM 130 Aluminum Large missile Impact resistant aluminum sliding glass door. Sliding Glass Door ' its of Use Installation Instructions Approved for use in HVHZ: Yes FL,2„9„¢77,,,,,R..O,-,I,JSS:P..FLa„Otic„5,grigs, 130 LM Alyirn 5,fD,(LMIj Approved for use outside Ill Yes - DWG 19-47F.odF Impact Resistant: Yes Verified By: Javad Ahmad PE #70592 Design Pressure: +105/-135 Created by Independent Third Party: Yes Other: See attached drawing 19-47F for span vs load Evaluation Reports combination and Installation Instructions. FL29677 RO AE SS - Atlantic Series 130 LM Alum SGD (LMI) - PAE.odf Created by Independent Third Party: Yes 29677.2 Atlantic Series SM 130 Aluminum Small missile impact resistant aluminum sliding glass door. Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29677 R0. 11 SS - Atlantic Series 130 SM Alum SGD (SMI) - DWG 19-46F.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE #70592 Design Pressure: +130/-160 Created by Independent Third Party: Yes Other: See attached drawing 19-46F for span vs load Evaluation Reports combination and Installation instructions. FL29677 RO AF. SS - Atlantic Series 130 SM Alum SGD (SMI) - PAE.odf Created by Independent Third Party: Yes Bach FNw.tj contact :: 2601 Blab Store Road, Tallahassee R 32399 Phone: 850-457-1824 The State of Florce is an WEED employer 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 mail. 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 small address If they have one. The emails provided may be used for official communication with Me licensee. However email addresses are public retard. R 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 Cha pter 455, F.S., please click be¢. product Approval Accepts: M RM E M Will 5CGU rItF"1f h nuC-$t https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgsJwwM3 n%2b... 7/22/2019 DAYLRE OPENINGS: D.L.O. HEIGHT PANEL HEIGHT - 8,875' D.L.O. WIDTH = PANE PANEL HEIGHT =DOOR HECHT -2' --I THESE DOORS ARE RATED FOR URGE h SMALL MISSILE IMPACT. r SHUTTERS ARE NOT REQUIRED. ATLANTIC SERIES LM 130 AMi RI2W-Q CLASS DQQF SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED CUSS/REINF. USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE 2017 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (H ). 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTMT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS 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. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO COWACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLOC. CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. !a. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFNTCUL MANUFACTURER'S LABEL SHALL BE 1.000E0 ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BOLDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. I M GMCMo-L� x Ox(SHOWN) ONO (sHGWN) xO o- D o x x 0. OxxO(SHOWN) 3 I 41 11/I6' 31 D• 49' D.L OPG. PMO. WID1H ALL ANCHORS IN PAIRS 49' INIERMD)WTE ANCHORS PANEL "DIN (I) PAIR ROOD. MR PANEL WIDTHS UPIO 4B' (2) PAIRS MOD. FOR PANEL WDTHS ABOVE 48' BEE CHART FOR WIDBR PPNFLS ,TYPICAL ELEVATION TESTED UNIT JAMB ANCHOR SPACING 1Y MAN. FOR INSIALLATONS INTO CONC., WOOD AND METAL. STRUCTURES ALL DOOR INSTALLATIONS MUST BE IN ACCORDANCE WITH EGS INSTALLATION INSTRUCTIONS. ALL SEALANTS TO BE TREMCO SPEGTREM 2 OR EQUAL (EQUAL SEALANTS MUST BE TESTED BY SEALANT MANUFACTURER FOR COMPATIBILLIY h ADHESION). FL #) A-CONfNL'IOfl Rl ESE RESWNABI£ fOa 1NE SflEC110N. PIIaCW$ M'C E'1�E� Ixsr.V1\nax or T11s PR BASm Ox Ixrs vaOBVC! EVµWiION C Pnwmm NE NOT D Boss xor oEwiE mou ra cONBIroNs BErNlsn '''>>>yly . DPP. Bx THI� WOOMEM. o-.N PRB, fVALWRON BOwuExr xuE eE mxsomm uNNro v /LT.F® B. xvY C-SIE SPECIM PRWECR SWLLL BC PREPORm BY A ROIMA Pf061EtED ,I. M PIRE111RLL 6[NYE 1ME fNGMhLII R R3G® (EB0.)A. MR .MT A FOR n1E PROJQCt AN M MILL BE pE5PON5I MR TIE PROPER USE OF ME P{D. MN NE£R Of RECM O. ACTING AS A OGrvm( ro . P.Ea Ex R swLL suBN! ro T¢5 ul1ER nIE N[ \R.'IA 5PE8fIG INNINGS MR RMEW. o-`HW RED. 5W BEM ME mx y0 ORIGNu sELL Aw sN9MlURE Of 1 MRRW PL GCWEDR DE R M TUE PnmI1S➢ rt. ��P �/O 0 0 a" 0 t R ae[a 19-47F DESIGN LOU) CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY - PSF (GLASS) GLASS TYPE 'A' GLASS TYPE 'B' 11/0 REWTD WITH REW'D P O 1 INTERLOCKS DVTELD.00ES omm �� EM.(+) OTT.(-)' w.(+) INL(-) 24 - - 105.0 1 130.O 30 - - lox 130.0 NOS: 36 - - IW.O IJ0.0 GLASS CAPACITIES ON THIS SHEET ARE J9-1/4 ns - - 1os.0 1Jo.o BASED ON ASTM E1300-09 (3 SEC. GUSTS) 42105.O I3o.0 AND FLORIDA BUILDING COMMISSION48 s0 130o DECLARATORY STATEMENT DCA05-OEC-21950 4e - - 11, SO - - W.8 121.8 24 - - 50056 JO - - 5.0 130.0 38 - - 5024 39-1/V 120_ _ 5.0 OLLO 423680.0 130.0 DOOR SIZES TO COMPLY WrtH MC EGRESS REOUIRE n AS APPUCAELS PANEL WIDTH NOMINAL OVERALL DOOR WIDTH NUMBER OF PANELS 1/P HUT sTREN'O GLASS 1/4• HEAT STREWD GLASS PANEL HEIGHT m DOOR HEIGHT - 2• .09W Interly r .075• Inlerlayer ONERAIL DOOR WIDTH ANY CONFlGURATON v fe2• Sane. HP Cl.ar ar W., Glass San.. cP Ann PET Co. By 'Ea.Man Ch.m�cal Co: Ea.Man CMmical co.' 8y / 1/4• HEAT STHQI'D C1.As9 1/1• HEAT 5TRETI'0 CV55 /�(WTEIPOUTON BEBV@1 WIDTHS ALLOWED) SHOWN CAPACMES ARE FOR ADHLSNE COMPOUND ADHESNE COMPOUND)6.8 4.938• BILL HOGHLS pSTEATITE%-552 SIRAFLEW-552mS FXIENOR(i) 1DA05 AS FOLLOWS Z 3]50• SILL fT. +B0.0 PSF 9s0 3.IB8• SILL HT. . +53.3 PSF2900• SILL HL - sEE NOTE BELOWN 2.500' SILL HEIGHTS CAN BE USED FOR INSTAUATONSWHERE WATER INFlLTIAIION RESISTANCE IS NOT REQUIRm16 OR WHERE OVERHANG RATIO COMPLIES WITH TOO REOUIREUON 17 1750 UPTO h INCLUWNG 9'-0• HIGH DOORS UPTO 10'-0• HIGH DOORS GLASS TYPE 'A' .G1933 TYPE 'B. QLATIN]G OPTIONS _ "All" 111 A ,411 ' O - of s omon:'Z FL #29677 / 1a/�,�,A�A _.I } r v w 6g P P mom WWI IBIWIT I^A� GLASS W/O REINF'D RMELICKB TYPE 'A' CLASS WITH INTEWAICKS TYPE 'B' REIRWI) a m 0 y F F Z DCCyo 3 gg C L� C60 030 IXL(a) IM.(-J EM.(+) Wf.(-) 24 30 36 34-1/4 a2 5] a< 80.0 135.0 105.0 1 130.0 BOO 135.0 105.0 13MO Bo.o 13s.o I0s.0 1w.a aao i3s.o x.e 12b3 BO.o t3o.a �205 ME 124.E M5 117.7 931 117.7 68.6 111.4 9MO 111.4 64.0 104.0 94.0 101.0 39-1/4 42 48 50 53 58 90 SOO 13U iW.0 1J0.0 80.0 135.0 105.0 1JO.o 135.0 105.0 130.05.0 BO.D 135.0 1W.0 "0.0 a a : jZ800 m w O rn 4 g 1 74.8 12A2 1W.0 130.0 80.0 1J0.0 105.0 IWO 76.0 124.8 10.8 124.8 72.5 117.7 95.1 117.7 80.8 111A 90.0 111A 8V.0 106U 24 39-1/4 I 1 680.0 B0m 135.0 105.0 tJO.o 90.0 1u.0 t 109.0 i O 1J0.0 80.0 BOA 135.0 105.1J0.0 109.0 IWO tOp.B f21.8 95.1 117.7UMR 90.0 111.{ -84.0 IOV.0 36 X-1/4 SJ 56 � 1132 B0.0 t05.0 f 130.030 BOO 105.0 130.0 60.0 105.0 130.0 BO.D 1W.01]0.042 B0.0 10.0 130.0BO.0 105.0 )6B iW.e 124A 95l 11)7 BOO 111d 24 30 36 39-1/4 42 Q 5O 53 - ICE MO IWO 105.0 130.0 -_ 80.0 130.0 105.0 130.0 EGO IWO 105.0 130.0 m no 130A 10.0 1]0.0 ma IJ0.0 10.0 1]0.0 BOG 130.0 105.0 130.0 - 100.5 124.8 - - 95.1 117.7 draWing no. 19-47F sheet-2 of e Sew.dwlwl9 BEAD AN[BON mAD CAPACTY - PSP BBN AN®OB LAID mPIOTY - P6P BILL "MOB IAAB CAPACITY - P9p SOL ANCBOR IAAD CAPACITY - PSP f]P)C�1.��(�i0$41' SEE ELEV. FOR SPACING N4AM IFE 'B' - - AT BEAD - - - • - - - 4 AV®® a NtIWPd FWPE 'A'- 1 /4' 014, ULTRACON BY 'ELCO' (N-M M, FY-155 K9)7 0 M. AT M. INFO 2BY WOOD BUCKS OR WOOD STRUCTURES PABL Y0M M fl0A A9O SITU &Ym muttLL . EYE (1) W. ({) 1-1/2' MIN. PENETRATION INTO W000 Moav 0� 00. - W. - THRU IBY BUCKS INTO CONCRETE 24 135.0 135.0 I 1-1/4' MIN. EMBED INTO CONCRETE 30 Ina Ina 38 125.7 MA, TYPE 'B- 1/4' DIA. IILTRACON RY 'A CO' (N-In K51, Ey-I55 M) 39-1/4 114 1172 135E ' DIRECTLY INTO CONCRETE 42 1112 13&0 1-3/4' MIN. EMBED a8 1003 135.0 ITYPE 'C'-1/4' DIA SELF DRILLING SCREWS (OIMDE 5 CR3) b 97.8 Mal INTO F.B.C. APPROVED MULLIONS Ina I OR 30 t35,0 INTO METAL STRUCTURES (HEM/JAMBS) 24 ji. M 135.0 -� (3) THREADS MIN. TO EXTEND. BEYOND METAL THICKNESS 39-1/4 tb- Ina ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) 4f STEEL: 1/8' THN. NN. (Fy = 36 NSI MIN.)38 48 MI-noJ3.0 L _ (SLQL M fANfOLT MM AWMMUM l0 BE HAIm OR PANTED) J _ _ _ _ -AT SILL TYPE 'B'- 1 /4' CA U a OT fI 'B (Fo-1n W. F.155 KSB� DIRECTLY INTO CONCRETE - 1-3/4_MIN_EMBED - - - - - _J r - -AT JAMBS - - - - - - - -I TYPE 'D'- 114- Dle ULTRACON BY -0 CO- (Fo-in W. FY 155 KSB I THRU 1BY BUCKS INTO BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS DIRECTLY INTO BLOCKS 1-1/4' MIN. EMBED INTO BLOCKS I TYPE 'E- Ile DIA. Ie TRACON BY 'E1C0' (Fa-tnKEFY-155 n') INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4' MIN. WEED INFO CONCRETE DIRECTLY INTO CONCRETE 1-3/4' MIN. EMBED INTO CONCRETE TYPE 'F- 114 SMS OR REIF ORI IIN - SCREWS (y7aE 5 CRS) INTO F.B.C. APPROVED MUWONS INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EMEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) 7/8' DiK. MIN. (FY - 36 K1 MIN.) L(STEEE W CO'W'LT WIN ALUMINUM TO BE PIAM OR PMOED)J36 ANCHOR EDGE OISTANEFS INTO CONCRETE - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN, JWW U Ill 12TJ WOOD AT HEAD OR JAMBS SC - 0.58 MIN. �•�pS(. .•........" �J CONCRETE AT HEAD. SILL OR JAMBS fR - 3000 PSI MIN. C-90 HOLLOW/FLLID BLOCK AT JAMBS Y1W - 2000 PSI MIN. (h of FL 29677 \v'' /pNAL �WW # \IIIINII ,% AMHOR TM145 w 'B' A w N0M INKS 'A' 'B' A 'C' IM9lw TM1E •B' PAal PIDIN Ro da. . WA IUOn - 6.. M 10G. 281E A EST, (1) W. - 411.z am RB3 LHB EKf. (a) W. PAS.= At Ills. SNE m Da (a) mm. PIMN.ImIN wwNLL . WAR Man PO0 6 amn AT YID. ft m f N'®DID AT Rie 9 EN09 6 /8m00 ei KI8 Inf G0 PVBL E0M ^08'8A . Won HOWT rrro 4 AN�O R na. SIDE E.m2l 6 e4N00 am STUX E.m9 M. V. W. ({) Mt. Ear. I.) mm. W. I.) W. I' En. (4) IM. - 24 30 38 39-1/4 Q 4B b 53 56 m w Ina 135E 1JSo 24 30 38 09-1/4 42 48 50 114 Ina ❑ a IAA 24 b 36 39-1/4 42 46 50 53 56 60 8{ Ina Ina InaLaid 1]&0 Ina Ina 1350 Ina two Ina I33.0_ Ina 125.7 125.7 Ma Ina 135.0 13450 t:5n Ina 117.2 1172 Ina Ina Ina 135E I35.a 135.0 tn.2 Ilia Ina Ina 13&a iS.O Lail) 135.0 IM5 Idea 13S.O In .0 Ina ibA ISSA 1R.0 97.6 97.6 Ina 135.0 135.0 I33A Ina Ina 24 30 3e 39-1/a 42 a6 t2A 135E Ina Ina 135E Ina Ina IWO Ina Ina Ina Ina Ina 1]5A tw.d 1wn I35.a neA 1t&J 1&Sn 5a:E -i35.a 24 a0 39-1/4 42 4P b 51 56 60 90 Ina Ina I3&0 110.2 I10a I35.0 24 b ]8 39-1/4 42 49 sD 5J °.A 80 90 13&0 135E Inn Ina Ina 1aa.5 IG4.5 MD i3sA I]5.0 1]50 133E I34.0 84a OfJ Lail) iJ2.0 I35.0 1]9.0 1J5.0 IWA WIDTH NOMINAL OVERALL DOOR WIDTH NUMBER OF PANELS PANEL HEIGHT - DOOR HEIGHT - 2' Ina Ina 1]5.0 135E I]SA t33.a tail) t&S.0 135.0 t3&0 13s.l) 1]5.0 1316 t3a6 n5:o tA.e bsA 12B.0 1-. 13" 120E 13&0 I2&1 12 1 135.0 i25.1 135.0 8 1201IN too 115.a IWOIna 120.8 1no 2a a0 3e 39-1H 42 50 53 56 m B6'o A ibA 24 30 35 39-1/4 42 a do 53 56 N gBIna 1JS.0 13&0 E Ina Ina Ina 135E 0 13&0 Ina Ina Ina .0 Ina Ina Ina ima Ina Ina Ina .7 IM7 115o 125.7 t243 Ina 139E .7 122a Ina A 1t7.9 Ina 117E 135E .1 I14.1 Ina 114.1 Ina .7 109.7 Ina 109.7 Ina 34 36 19-1/4 42 w 53 56 02.7 n 1JJ.0 Lail) N 30 36 39-1/f a3 40 50 53 5a 1a2 ll50 1b.03o a IWO 1=0 IS&a Ina a 135E ino Ina Ina .E' 1MJ Ina 134E 135E tzTa 139.d t271 1]5.0 E 116.0 135.0 ItBA EdOR .8 112E Lail) tt2e tJ5.0 5 toes Ina Idea 135E .e to4.e 1]SA -tw.e V36A 24 30 42 48 50 53 - tW a Ina Ina 24 3d 3e 39-1/4 42 46 50 SJ tm Ina InaSTEEL o Ina 135E Ina Ina ll) I3ko Ina 134E135039-1/{ 2 1234 135.. 1251 135E 11&9 11&9 1]SA it&9 Ina 1m.7 foil' 13s0 107.7 Iaso twa tw.7 1]sa 1w.7 Ina 100a INA I no 100.6 ',. 1]5.0 PANEL. --- --- sealetl 6111N19 Z m n 3 O �I�Iuu� �0C stop a&sR 8 %9 a=u a $2 fmwinB no. 19-47F TMICA ANCHORS W PAIRS TYPICAL ANCHOR$ IN PARS TT m ANCHORS IN PARS /I V SEE FLEV. FOR SPAUNG SEE BUY. MR SPAGNG SEE BUY. FOR SPADING META, jEE R MID SHE 3 FOR QU /AAA SHEET 3 FOR GUMRRY AM SIM 3 FOR WMRRY SIPUCRIRE �YY A INIFRLCCK/ASYPM.°1 ENDS � AT INIQtLOCK/ASIPApY ENDS AT IN ERIOCK/Y61RApLL ENDS 'a�.' • 000 GU 0 n @ m 111 OR ' 4a C b AT CLUSlFR DF • a' e A I I • f OGE OW 4' O.C. GE DISf. 4' ffL a° • b ANCHORS ONLY EDGE 0 4' O.C. ME �p a I I 41 I I Q�tj Q ' a a 1 IR AT CLVSFDi OF ID I ANCHORS ONLY ryp�1 ANCHORS IN P/JIS f'I(1Tl j µD SN�FET 3 FORoWOUAMIIY 1 1 ° . T WTEW.OpY/YSTRAGAL ENDS Q I B I 1 sm NOTE BIKE I � • .•a SEE NOTE SHEET 1 1 fi EDGE-DIST. 4" 0', a MIAMI-OADE APPROVED I 1 MULLION A: MUIUON ANCHORS Y� j II 11 �I SEE SEPARATE APPROVAL a U 1 II ii. I „ EDGE 4' O.C. n I li I II .1 v III III' a � Hi pO // II it \�, 51 TOR SPACING 3 Y m TYPILA ANCHORS W PMRS — In K I 'I II AND SHEET 3 FOR O M N n m v W 1 li ii AT IMERUOCK/ASBMp1L ENDS I.W h -1. C I ii li 1 bi I WD Hi SEALANT 1 5 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHRE/ALUMINUM COLORED SILICONE. 1 4 SEE NOTE DN MAJOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED l I� MR WITH EXPANDING URETHANE FOAM. SIU- SILL T 2 INS 4.93G ALL INSTALLATIONANC ANCHOR HEADS E BE SEALED D I, Di i yJSO '. & EXPOSED ANCHORS TO BE CAPPED WITH ALUM. M BUTTON COVERS. 31 d i iI 1 2 q 3.1Efi n II �PHOLES:. E `- 21 W1 - 3/16-H % 3/4-W WEEP SLOTS `TA YYIII �YAAr _ AT QUARTER POINTS OF EACH PANEL �� �J •• •••••;T.. i1 L Y \, W2 3/e• WEEP HOLE AT 6' FROM ENDS .°e D WGN SRENED C�fNOG�ROmUf AND CENTER OF EACH RAIL Na7 WI •' J O � ° 4 • °'e W1• 0. L , . ° lc � END RE MIN. EDGE DIST. (NON LaTAUG7 W000 BUCKS NOT BY EGS INTL, MUSE SUSTAIN 9 •• 2J31' WON BONDWO ALTM NOT BY ES.S INIE LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER p0 OP •�� Omwing no. TrPlm ANCHORS W PARS um TR<NSPER sHeAR THEM TO THE BUILDING STRUCTURE DmD�:'G `��� SFE OLV. FOR SPADING um; TO SDSUCIURE 19-47F ANRJiiodY%ASIROvENDs FL #29677 M t 5heet 4 GT 8 010 x 1' M sus 0 B. MGM MGs 1S• O.O. PANE. WOtH 012 x 1-1/4- M SUS )li 1/ - MAN j © _. I O.L CPG.... O O O D' MOM ENDS k 17-1/2- O.C. D 1 %fimI O n 2 ] 10�501 16 ......�...r._ • Cry 9 d�n ylo O 11 II Try fix u N N 11 o sZ jz-a ��_� N :4-:i� b 3 n a n m �o sa Gmowi---------- ------- --- - cG � oP a n �- S 12x1/2•M� JIG x 3.. TEKS / 9 TAPPNG SCR (2) AT EMNi 00 O.L OPG. O 6- FROM ENDS R F AT Y O.C. (1) AT IADWAN CW& OF 5 WREn) USE RONMRCNIG AS PFR CHARTS ON MEETS .PANES WOM k 17-1/2' O.C. USE RUNFOKING AS PER CW ON SHEET S y Y rya I EXTERIOR Es w a m DOOR ]BOTH 9 3 s HALAL SEE EI£V. ANCHGR$ FOR IN PAIRS SPACWC 11'PIriLL INMR SEE EIEV. FOR S IN PAIRS SPACRIG N M PNRS /1S X 1/Y EN SELP TAPPING $CRENS E1 O e' MOY ENDS 1/I , M e n m $ (•) H1 2 W jr1 R SEE SEE fJEV. FOR S FOR �R9NC A 1]-1/2' OZ. SHm 1/4' MAIL SHN SHIP ]8 JV' 8 I I I II II L_Tr- II II u ee ti B . FL #29677 ' • I X �s G B e �y a y REENS OPROMN.---------------- _"__ _____� ' \ ' GmpA.'6�� ` �AA�I/QS/OPoAI 19-47F - 012 x 1-1/4• M sus�� EXTERIOR y `METAL SIRINHURE �B']FROYS 00�5 / \NO ttt� sheet 5 01 8 SoMmIGI110116 T Im ANCHORS IN MRS r _4ftu SEE ElEV. MR W=NG ma. R SHIN k N F 2§ es 8�W 110 o iROY ENDS h i6'O.C. 8 Cr wti+ o F_ a NIJ � 0 a s U OF, A x_ /4 PM'f1 WOIH O © ® 1/SHIM S1RUCm(S (gF LN i 3 s u SXW OL OPC. ,w N OOCRS SEE NOTE SHEEP 1 !— VI �. n - - t T Im ANCHORS IN PAIRS W - LII M � II SEE EI . MR SPACING r— - Ir I r II II r-"-n AiB Is " 1„I,u I11� A LlY ITPH:LL ANCHORS IN PAIRS SEE EIEV. O.L OPo. '7Q� GP a,awing na. FOR SPACMG EXTERIOR GGGR "°m PANEL WIDTH ^^__ry �V••• ..�� .!t..... G� p 19-47F --- FL #29677Q-111111%,0 `� cna�t a o� e S .a W1N15 sm� TOP RAIL SHEAR ()MOVING BOTTOM RAIL Its) FIXED BOTTOM RAIL I STILE FRAME SILL MAIOR INTERLOCK .5m JAMB STILE ADAPTER 094 .Alf R.OT4 DOOR SWEEP FRAME JAMB WITH POCKET m o OgYLf ai 3�Na� wa 360f J.eN �^ K x �Iynm� Wna O JAMB COVER 504 . Sp .41 GLASS ADAPTER ? o PANEL RE,NF. I FL #29677 No. a ftvvllg 110. 19-47F� sheet 7 of of Z a N n u g0006 a OE AM t-.�r Y OC �q4 O0 iYGJy (L Q �BCi FRAME TOP CORNER o M n 4 O O ND p 7 -629 X —100. rpnmE: Wna Z0 a FRAME BOTTOM CORNER `o-if? g ]BD�6 HWf - J� rPPP .o5t T`0,111111Mo J No.? � �• E• HASCRCNG - BS A y. "- 1FN41E IA=m A (BRFNQ- 1010 PSI F10NWTNN AT 6- - JZOx r( �- dr➢wln9 no. )FAa smFNGiH - 2fi0 I!g/6N 26 OF SPWIFIC GRA`T - 1.45 C .(1•• PANEL CORNER - t6 A�1NG GASK FL #29677 �'16y. A�A `Y sheet 8 of $. - S Aetl41N10 IBRN N0. PARS NIR188R QUANTITY ➢88CR1P'010N YdSERLL NANP./SOPPL�R/68YARX9 1 _ EGS-551 t iR4ME HE1D BOOS-IS/BIOS-T3 - 2 ECS-SBO 1 iRWE 4LL (}J/i6' WOH) 6005-15/010.5-A - 7A E45-SB1 1 PMME 4LL (J-J/4' WON) 6W5-15/6105-15 - 2B !OS-553 1 itYNE 9LL (hiS/10' HIGN) BOOS-TS/8705-15 - 3C EGS-500 1 FRAMf SILL (Z-1/2" HIGH) 6005-15/610.5-10 - 3 Ef5-581 3 fAAYE JUdB W/0 POC#T 60R5-TS/BIOS-15 JA ECS-SS3 - - 2 ALi. OUYE JAYS W/ POCNET Ba0.5-IS/BIOS-15 - { EGS-S>] 1/Yw� PAMR YONNG FORM BOW. PNL - 6005-15/810.S-i5 - 5 EOS-SJ3 1/fUf. PANEL i1J1ED NOW. BOR. RUL BOO.L15/etOS-15 - 8 EOS-S]1 1/PANEL TOP PNL AS PWD. FlIR➢ SRL£/8165-TSB ER-S)SPWD. IDCONC/6105-TBSEGS-5>0AS PE00. YNORORFfO➢CK /fi105-1510 ETS-S77 AS PEW. YWOP INIFAIMN/6105-15t1 WS-361 AS PWD./BIOS-TS12 P6��/610�M/BIOS-i6EGS-5J4 fG8-S08 AS REO➢. WOR SWEEP /010}TS AT lOP O1] EGS-S)➢ AS READ. GIASSS/BIOS-T514 EGS-5)0 AS REW. JN1BS/BIOS-TSisus->ze/16• cIA➢xcwSxLT r P+t TTAMvuma(Browc1J T%111Z8E Z/ Lf1E SETIINO BLDCItS. {' LONC. O 10' FAON EACH FND DDY TT31C0 1P 2R02JO15/]SZ>-boll-1 AS RE00. FlNSF'AL WOOIPAE AT HDIt6. RNL$ - OA113TlURY SO T-2&]BO AS ROOD. PoLTBOND fI1L4'dl AT NP/. BOTf04 WJL - ULTRPFAB (.PBOH X 3B0 R15� Z1 ]BOZJ6F5/15J)-601f-e AS RWO. FlNSEY. WOOIPItE AT f➢L BDRDM RAIL - AYESSURY _7? 210Z]045n420-fi011-3 PS REM. FlNSFIl WOOlPOE AT VERT. STILES k SWEEP - AYESBtIFM T1 je % J/1' 2/ CORNER PFN1E ASSEMBLY SCRLWS Sr. SRD. PN SYS 78 /12 % 1' Z/ CAIA'ER PPW1. ASSF]IBLY SCREWS 5r. SIWL TN SYS • JO - 2/ MG'. PANEL TANDEM A#TAL WHEF35 IN MEINLC NOV4NO - OV+LL ROLLERS JI - 1/ NOV. P.WEL PLUM CWWN4 iULL 1WOIH Of GAIIEl BOBS-TJ/BIOS-15 - 32 - AS NEW. w1ET➢LK FFwWR�IIEM SREL 11/2' X 3' % 11 GA 11 - AS fEOD. FIX. PANEL CLIP UT FRAME NFAD/SILL) AIYYINUY 2 % 3 % 1/0' % 1-S/B' TANG z< - u PWD. aufiRw euMPEx - Vz' % t/z• sn x]/1B• HIGH SS M]II-0O-OB OR WSZm-NPV.10 t TW14Er PULL IBS fE91 ON �46.IPA) P➢PYS-RnE OR /SHVJID 30 AI518{)-08 1 DEAD LALK YOIIFPW W/ (2) /6 % 1/{' FM SCREWS Sf. STEEL PIlW6-RIfE J) 4Bm-OS 1 SIRIXG YWNim W/ (2) IB % 1' RI SCREWS 8 PIASIC SHM Sr. STEE1 -PMYS-RITE ]B - IISZ OR YSAB-PPJO f OUMW TRNSEr PULL /85 REIDF OR 910.55 A61FF5-TIE OR A41LWD ]8 TC2 - 1 TRPCR LONER ST/8t NYOMOE W - AS RWO. SHFA11 NP AT CURTFRS ONLY fi0c5-15/BIOS-TS - 41 AS PE00. SHFM CUP AT CWS1Ert5 ONLY BOOS-15/61W-i5 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 29677 Date:5/29/2019 Detailed Product Description: Manufacturer: EGS INTERNATIONAL, LLC Manufacturer Address: 3133 SW 25TH STREET. PEMBROKE PARK, FL 33009 Model Name: ATLANTIC SERIES LM 130 ALUMINUM SLIDING GLASS DOOR Maximum Panel Width: 60" Maximum Height:120" Maximum Load: +105 PSF. -135 PSF (Large Missile Impact) Installation Drawings # 19-47F 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 301/I.S.2/NAFS/TAS 202) TESTiIIIIIIIIIIIIII 9D—E—SC—R-1P—.T­1ON11 TEST LOCATION TEST REPORT TEST REPORT # SEALED BY jillilliliDATEIIIIIIIIIIIIII ASTM E283 Air Infiltration Fenestration Testing 5/18/04 FTL-4182 Edmundo Largaespada, PE Leakage Laboratory, Inc. FTL-4183 ASTM E331 Water Fenestration Testing 5/18/04 FfL-4182 Edmundo Largaespada, PE or ASTM 547 & Penetration Laboratory, Inc. FFL-4183 TAS 202 ASTM E330 & Uniform Static Fenestration Testing 10/10/18 FTL-5728 Carlos Rionda, PE TAS 202 Air Pressure Laboratory, Inc. 5/18/04 FTL-4182 Edmundo Largaespada, PE FTL-4183 ASTM F842 Forced Entry Fenestration Testing 1 5/18/04 FTL-4182 Edmundo Largaespada, PE or AAMA 1303.5 Laboratory, Inc. FTL-4183 1 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TES RTES ELT DATE REPO_RT1# SEALED BY FBC 1626.2 Large Missile Fenestration Testing 10/10/08 FTL-5728 Carlos Rionda, PE (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. 5/18/04 FTL-4182 Edmundo Largaespada, PE FTL-4183 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the re uirements of the 2017 Florida Building Code. Evaluation Report Engineer: s�P oE"••;o�.,, '. ' No 70592 ' Javad Ahmad PE # 70592 " °': :9: ST OF .4+� AI-FaroogCorporation EB#3538 Sealed6/12/19 - 141-' i IIIJ'%" 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfar000@afceng.com %% AL-FAROOQ CORPORATION usCONSULTING ENGINEERS & PRODUCT DEVELOPMENT June 5, 2019 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: EGS International, LLC Atlantic Series LM 130 Aluminum Sliding Glass Door— L.M.I. Atlantic Series SM 130 Aluminum Sliding Glass Door— S.M.I. FL # 29677 Engineer's Statement of Equivalency Dear Sirs, This letter is to state that the testing conducted for the above -mentioned product as per PA-201, 202 & 203 standards are equivalent to testing per the requirements of TAS-201, 202 & 203. If you have any questions, please feel free to call our office. Sincerely, 6/5/19 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroonRaf ena.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT us June 5, 2019 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: EGS International, LLC Atlantic Series LM 130 Aluminum Sliding Glass Door— L.M.I. Atlantic Series SM 130 Aluminum Sliding Glass Door—S.M.I. Certificate of Independence Dear Sirs, As the design engineer retained by EGS International, LLC on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, >aled 6/5119 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooa@afcene.com Florida Building Code Online S)0 NN Page 1 of 2 ey Fo BM Home i lag In I User Registration Hot Topic ( Submit su"arge I scats a Fads I Publications I eonwd us l Bas site Map I Links search dbpr`iR!- Product Approval 4tl USER: Public user a;a Product Approval Ftern a Product or AodlcaHon searcn> qv 1' '.fit tin U5t> AyPlieatian Uaraii FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL21899-Rl Revision 2017 Approved In REVIEWED FOR CODE COMPLIANCE ST. LUCIE//��CpPa�OUN'TY BOCC EGS International, LLC 3133 SW 25th Street Pembroke Park, FL 33009 (954) 964-1441 engineem25Ol@msn.com lavad Ahmad vemnica@afceng.com Gary Zack 3133 SW 25th Street Pembroke Park, FL 33009 (954) 964-1441 gary@egsinternationallic.com Panel Walls Storefronts Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received lavad Ahmad PE-70592 National Accreditation and Management Institute 12/31/2019 Ammad Riaz, P.E. V Validation Checklist - Hardcopy Received FI 21899 Rl COI SS -Rampart Series 5500 Alum WW-CI 2017.odf Referenced Standard and Year (of Standard) Standard AAMA 501 ANSI Z97.1 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2009 1994 1994 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufjj 9QzTt6YQl... 7/22/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 11/29/2017 Date Validated 11/29/2017 Date Pending FBC Approval 12/06/2017 Date Approved 02/13/2018 Summary of Products F Model, Number or Name Description 21899.1 Rampart Series 5500 Aluminum Large missile Impact resistant aluminum window wall system. Window Wall System Lim se Approved for use in HVHZ: Yes Installation Instructions FL21899 RI II SS - Rampart Series 5500 Alum W W (LMI) -2017 DWG W16-66.odf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-100 Other: See attached drawing W16-66 for span vs load Evaluation Reports combinations and installation instructions. FL21899 RS AE SS - Rarroart Series 5500 Alum W W (LMI) -PAE 2017.odf Created by Independent Third Party: Yes 21899.2 Rampart Series 5500 Aluminum Small missile impact resistant aluminum window wall system. Window Wall System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21899 RI II SS - Rampart Series 5500 Alum W W (SMI)- 2017 DWG W16-68.odf Verifed By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-130 Other: See attached drawing W16-68 for span vs load Evaluation Reports combinations and installation instructions. R21899 gl A,SS - Rampart Series 5500 Alum W W /SMD -PAE 2017 ndf Created by Independent Third Party: Yes Bock Nert contact Us 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-IB24 The State of Florida is an AAIEEo employer. Commilht 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 his entity. Instead, contact the office by phone or by tmdlUonal mail. If you have any questions, please contact 850.487,1395. `Pursuant to 5edlon 455.275 (I), Florida Statutes, eaedive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department win an email address if they have one. The emaiis provided may be used for official cammunicallon 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 a you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: "M 99 ® El M Credit Card Safe https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqufjj 9QzTt6YQl... 7/22/2019 c D 5 5 0 B 2- 4 4 1/4' h NAK. I TER. Nmr aiu ',__ANCHORS TYPE A B OR C \--3 AT EACH J,VJB SEE SHEET 2 RAMPART SERIES 5500 ALUMINUM WINDOW WALL SYSTEM (S.M.I.1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WIN THE REQNREMENTS OF THE 2014 (SIN EDBION)/2017 (SIN EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 MPN'VF'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. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS1 SHNMEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.D. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING APE TO BE ANALYZED SEPARATELY, AND TO BE RDREWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. IA ANCHORS TYPE A B OR C -3 AT EACH S1DE OF MULLION SEE SHEET 3 �1' .• i is E\. INSTRUCTIONS, USE CHARTS AS FOLLOWS STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS HOSED ON WIND VETOCRY. BIDG. HEIGHT, ME ZONE USING APPUCABLE ASCE 7 STANDARD. STEP 2 CHECK DESIGN LOAD CAPACITY FOR A GNEN SPACING AND HUGH. USING CHARTS ON SHEET 2 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 3 USING CHARTS ON SHEET 3 SELECT ANCHOR OPRON WITH DESIGN LEAD CAPACNY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 PBOVE. STEP 4 THE LOWEST VALUE RESULTNG FRON STEPS 2 AND 3 THAT EXCEED THE DESIGN WINO PRESSURES DETERMINED THRU STEP T SHALL APPLY TO ENTIRE SYSTEM. STEP 5 FOR SYSTEMS WITH UNANCHORED JAMBS, USING SHEET S. DEIQMINE THE MR. & MAX GAP DIMENSIONS. D.L. OPNG. MOM I I I 4 I I s V N J MAR. HEAD/SILL I ANCHORS TYPE A B OR 0 —3 AT EACH JAEIB SEE SHEET 2 DA OPENINGS SIN '0' PANEL' DLO WIDTH FRAME WIDTH — 4.50" DLO HEIGHT FRAME HEIGHT — 5.50` PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. Z ee� C6 a p Q 0ON a 06e0 �DrYK N SQ$1 Q 621 VI � a S J O 3 QJQw n'�i aaTFrcY �N6 j 1'^J �3sO1b EOmA � �2 wnn. THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE SHUTTERS NOT REDD. FOR INSTALLATIONS PROVE 30 FT. OF GRADE. FL #21899 ETNTN TOR TO BE RESPoNSIBIE FOR IRE EE1£CIION. PURCHASE PNO ` RWC.M. OF THIS PRODUCT BASED ON TRIS PRODUCT EVILW. ,� '•M1 PROVIOEO HE/91E DOES NOT EC TE TROY -I CVNOIIIOHS DEEMIE9 ,pU GFJi• ON TARS DIX:NIm. Ti GF'••.. ' a i i THIS PRODUCT EVKWTON OMUYEM WILL BE MNSIOEPED ONPIIE F mAM' AIEAEDuuvs...__.-_______—_________._ a70592 11E 5SPF PRQIECR 9tLLG BE PREP/AEO BY H ROWOO REG61FAE0 - 1l USE OF 1NE RE-D. EN... OF RE..RO. ACTNO AE A DELEW ENGMRA TO THE RED. ExfJXEFA E. SIIBMF TO Tws TTIN THE BPEtlfIC DMWLYGS FOR ILLNEW. THIS RED. ENYL � THE DOTE AND OPYiN01 BFµ JD SILWTVRE THE M..EN.. BE PECORL IIMT PIF . F. .TBWNE9 Ro. W16-68 1� I� �u Z ms Q Cc� Oa (�O?q D2 Oamg W1 W2 W3 I ATBi EJAMB WI W2 + W3 1/4' TEMP. GIf50 Q ZI A.2, WIDTH (W) _ ,..• AT FMNE MUWON 2 06o' Intatlryer 5111CONE Tmaifol PVB TREMCO SPECIRM 2 By 'Nuromy Ameflca, lac.' v 1/4• TEN". GLA55 m a m O O ipp �9 2 `IOOJ ' F / l i 9\ 3 �Qf 1IL�i�1 M / \ 0 0 ti j0 I nFxy� Li z )0. h3r° ¢ X \ / S M GLAZING DETAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El300-09'(3 SEC. GUSTS). ao_p 3` )Q:: ;30EN9p No, 70592 I F drawing no. W16-6S FL #21899 r��®IVAL �?�` apaet 2 oT 7 DB61CN IAAO CAPACITY - PSI` DESIGN IAAD CAPACITY - PSP NOWNAL DIM. MULLION 'M1' MULLION 'N2' NOMINAL OM15. 1fULWON 'M1' MULLION 'N2' FDIN (1G iItWE 10PR E?T.(+) RR.(-) F%!.(+) BII.(-) NWIM (A� iMLE FXf.(+) OiL(-) fM.(i) IM.(-) Se• 42' 40' 54' 60• >2' loo.0 130.0 loo.o Isoa 36• 4Y 46' 94' 60' 114' 100.0 1]ao 100.o ISo.a IOO.o 1NI.o 100.0 IJAIA 100.0 iJ0.0 100.0 130A 100.0 1]0.0 f00A 1J0.0 100.0- t]0.0 100.0 1J0.0 100.0 1J0.0 100.0 130A 100.0 IJ0.0 100.0 1J0.0 100.0 1J0.0 f00.0 130.0 100.0 12 Sealed:l ll28l2017 WOOD BUCKS ANO METAL STRUCTURE NOT BY EGS MUST SUSTAJN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORSSEE ELEV. FOR SPACING rTYPE 'A'- 5/16' DIA III_ TRAC N 6Y 'E1CO' (Fu-17) KSI, F"155 KSD T1RU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) _ MN HOR EDGE DISTAN ES INTO CONCRETE - 2-1/2' MIN. L._....._..._...-.-._.- INTO WOOD STRUCTURE - 1' MIN. FTYPE V- 5/16' DIA III_ TRACONBY'EIGD' (FU-IT) KSI, FY-155 KSI) DIREMY INTO CONCRETE 2' MIN. EMBED INTO CONCRETE (HEAD/SILL) L_ MN HOR- D-F DISTAN ES' INTO CONCRETE - 2-1/2' MIN. LTYPE 'C'- R/18' OLL —MKS OR SBIF DRII NC SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL) (0) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6060-T5 MIN.) STEEL: 1/8' THK MIN. (Fy a 36 KSI MIN.) (STEEL IN "WAIT WITH ALUMINUM TO BE PLATED OR PN D) L— ANCHOR EDGE DIST CEANCES INTO METAL STRUCTURE m I/2' MIN. WOOD AT HEAD OR SILL SG a 0.55 MIN. ' CONCRETE AT HEAD OR SILL Pc - 3000 PSI MIN. FL #21899 TOM om Omi ZNd4 3 x 'OF nm° (N9�wJ W Ma CC W16-68 WOOD n REINFORCING AS REDD. ..—w BELOW N01£ MPIC MDR= CONSIDMED-100R STRETCH. EAS PLE REFER TO SFAIMD NANUFACNRER'S DATA AND APPLICATION NANUAL FOR COMPATMUW OF SFAIAM TO SIIBSIRAIE h YRNDOwP NAIERMANSH AND CONPLLWCE FOR WMRAMY. REFER TO =-117-ID FOR CON UCRON TDUE NCB. - ALTERNUE SF TS AT JAMB G CAN BE DMIGNEO BY ENGINEER OF RECORD WED ON MANUFAONRER GUIDE UNES. CAPS LESS T 1/4' MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF OAP ALLOWED MOYEMEM. a 3 3 O o X o 3 ltin o 0 Moi O �D N N ZU Nay N ¢ x HMO.. O � UU WMa ` DEN Y7 a L No.7D592 ' e :pQ A F S drawing no. FL #21899 AYAS �Q�AL �`A.�` • sheet 5 0l 7 Sealed;11/28/2017 ®tr. we I FL #21899 cery Na 70S02 F � drawing no. W16-68 Sealed:1112812017 �i November 28, 2017 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: EGS International, LLC Rampart Series 5500 Aluminum Window Wall System - L.M.I Rampart Series 5500 Aluminum Window Wall System - S.M.[ Certificate of Independence Dear Sirs, As the design engineer retained by EGS International, LLC on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. e Sincerely, Sealed:11/2812017 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6979 1 www.aftena.com I alfar000@afceng.com t AL-FAROOQ CORPORATION �. CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #611320-3 • METHOD 1 OPTION D FL 21899 Date:11/22/17 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,-100 PSF (Large Missile Impact) Installation Drawings # W16-66 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 501/101/1.S.2/NAFS/TAS 202) TEST q DESCRIPTIONS `' TEST LOCATION" TEST REPORT TESTiREPORT'# ^^ 'zJdn.`` y " a.' + ADATE . ? t .SEALED BY ASTM E283 Air Infiltration Architectural Testing 02/14/2017 G3802.01-450-18 Joseph A. Reed, PE Leakage ASTM E331 Water Architectural Testing 02/14/2017 G3802.01-450-18 Joseph A. Reed, PE or ASTM 547 & Penetration TAS 202 ASTM E330 & Uniform Static Architectural Testing 02/14/2017 G3802.01-450-18 Joseph A. Reed, PE TA5202 Air Pressure Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST `! DESCRIPTION a TESTaLOCA710N FTE57+REPORT� 4ti s,JEST ,;y° ST�, , ,,; "DATE " ,� REPORTc#4#x,d z,.. SEAEEDI6Y FBC 1626.2 Large Missile Architectural Testing 02/14/2017 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 2017 Florida Building Code. Evaluation Report Engineer: aPo A„ � AGE'..,. �` No ]0592 p f1 ............ Javad Ahmad PE # 70592 G= AI-Farooq Corporation EB # 3538 ONAi` 3ea�ea:tirzerzDt] 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T:305.264.8100 1 F:3D5.262.6978 I www.afceng.com I alfarooa@afcen¢.com