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HomeMy WebLinkAboutProduct Approval 3/6/2020 Florida Building Code Online a i # BCIS Home It Log In I User Registration i Hot Topics Submit Surcharge Stats&Facts Publications Contact Us (. BCIS Site Map i Links Search i FIda _"..RECEIVED Product Approval USER:Public User _ MAR 1 � Product Approval Menu>Product or Application Search>Appl'c tion Lit pplication De 11 FL# FL29677 ST. Lucie County, Permitting *_ � Application Type New Code Version 20 Application Status Approved Comments Archived I'= Product Manufacturer EGS International, LLC Address/Phone/Email 3133 SW 25th Street Pembroke Park, FL 33009 (954)964-1441 engineers2501@msn.com Authorized Signature Javad Ahmad veronica@afceng.com Technical Representative Gary Zack Address/Phone/Email 3133 SW 25th Street 3` 03(9 Pembroke Park,FL 33009 dry'IE E® (954)964-1441 ®'Y PLIANCE gary@egsinternationalllc.com cog-%F Quality Assurance Representative ��o ���IF— COUNTY Address/Phone/Email CC BUD Category Exterior Doors - p�File COPY Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I=n=s 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 Ammad Riaz,P.E. ' Validation Checklist Hardcopy Received Certificate of Independence FL29677 RO COI SS-Atlantic Series SGD-CI.pd Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL29677 RO Equiv SS-Equivalency Compliance Ltr.pdf Sections from the Code hftps://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsJwwM3n%2b4Thl%2fCafhQBI%2fYOHwoPg%2bp%2b6op8iahvg9C7g%3d%3d 1/2 3/6/2020 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/12/2019 Date Validated 06/21/2019 Date Pending FBC Approval 06/25/2019 Date Approved 08/13/2019 Summary of Products FL# Model,Number.or Name Description 29677.1 Atlantic Series LM 130 Aluminum Large missile impact resistant aluminum sliding glass door. Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL29677 RO II SS-Atlantic Series 130 LM Alum SGD(LMI)_ Approved for use outside HVHZ:Yes DWG 19-47F.pdf 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.(�df 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 RO II SS-Atlantic Series 130 SM Alum SGD(SMI)_ Approved for use outside HVHZ:Yes DWG 19-4617.pdf 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 AE SS-Atlantic Series 130 SM Alum SGD(SMI). - PAE.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Lo right 2007-2013 State of Florida.::PrivacyStatement::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 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 email address if they have one.The emails 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: rM WA ® 99 Sade hftps://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsJwwM3n%2b4Thl%2fCafhQBI%2fYOHwoPg%2bp%2b6op8iahvg9C7g%3d%3d 2/2 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT -ft- �v 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, v ` f No 770592 'f Sealed 6/5/19 Javad Ahmad, P.E. . Director of Engineering 9360 Sunset Drive STE 220 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afcena.com alfaroog@afcene.com g �_ s 192 (SEE CHART FOR WIDER DOORS) ^-mac- ... ._._.,.o,...._._,�., ».. ,n ,-W,..-�e:..d.,�..-,.-,-•--.�, g Nt, ._^ molal # 2T- MAX. HEAD/SILL ANCHORS 3 3/4 MAX # TYP,_;,_•. -; - AT INTERLOCK/ASTRAGAL.ENDS € (R Z gll�yoD.i :... TYP - ',{ 3" HFAD/SILL -a 3�.MAX.. SEE SHEET 3 FOR CAPACITY k; I w j n �� HEAD/SILL IA:. MAX, A END o € Z I CORNERS . ry _w i 1 r Tia ki! Rag DAYLRE OPENINGS: D.L.C. HEIGHT = PANEL HEIGHT - 8.875" ' i D.L.O. WIDTH = PANE c C 6 PANEL HEIGHT DOOR HEIGHT - 2" < I£ - f ( 1 1 OPTIONAL I (Q ell gO f IT k1 32 SEE CHARTS ON 5 I ;THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHEET 2uo=1� SHUTTERS ARE NOT REQUIRED. '? 4{= o .ATLANTIC. a _Ftlsa �S„�RIES.LM 13(l„ALUM...SLID.�iG.�,�LASS DO:O„•R, i, 11 p` � �i 'j' � �; SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS/REINFi USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN IR:. F1 k } .� O QI RATING MORE THAN DESIGN LOADS REQUIRED. 1 €e 1 X , 1 �'; X ql' O :�' €) 3 l 4 € B: Init LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS ;. - n1 is. ( 4 i m,Q w M AE T WILL APPLY TO ENTIRE SYSTEM B ; I � a+1,0 t ; i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE .;;";,,,,•;,,,_ ;.., ;;, ,. ,m T ,€ x. ( :?...T Q CL REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE `( "'-W! „�!�•�` ” t( E `�F `:" T'�" ��'" `� 3s z N d 1 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - �� � ' W, 18Y OR 2BY WOOD BUCKS& BUCK FASTENERS BY OTHERS,',MUST BE - I? 41 11/16 ',':3 _3 ;' 2 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE PANEL WIDTH y M OnALL ANCHORS IN PAIRS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS / �..49 _......�_ .' (.,N INTERMEDIATE ANCHORS W rT a 12 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE i/ ,...,,.......--- PANEL'WIDTH- {i) PAIR REOD. FOR PANEL WIDTHS UPTO 48' '�I MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. f r.•-""•""'�µ (2) PAIRS REOD. FOR PANEL WIDTHS ABOVE 48" •"'',rr"''�''"'`�"""'�e ,� A LOAD DURATION INCREASE IS USED W DESIGN OF ANCRORS INTO WOOD ONLY. I - 4 . SEE CHART FOR WIDER PANELS ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT L [ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THETYPICA—�T19N' I r REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE& ADOPTED STANDARDS. TESTED UNIT JLAhi6 ANCHORSPACINQ c ; I '1 15"MAX.'FOR ILATItplot,k 1 i THIS PRODUCT APPROVAL IS GENERIC-ANO DOES NOT PROVIDE ADEQUACY NSTALONS INTO CONIC., WOOD• FOR A SITE SPECIFIC PROJECT, i.¢. LIFE SAFETY OF THIS PRODUCTCT,,A ADEQUACY AND METAL STRUCTURES .OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR '.WATER INFILTRATION RESISTANCE LTC. TDf CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. I AND TO BE REVIEWED BY BUILDING OFFICIAL, ALL DOOR INSTALLATIONS MUST BE IN'ACCORDANCE-WITH ?:MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION EGS INSTALLATION INSTRUCTIONS. 6E 11,6 I 7P7 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ALL SEALANTS TO BE TREMCO SPECTREM 2 OR EQUAL <o LABELING TO COMPLY-WITH SECTION 1709.9.2. (EQUAL SEALANTS MUST BE TESTED BY SEALANT t�I . m _ MANUFACTURER FOR COMPATIBILITY&ADHESION). FL 77 ,�I i'. ;: n •$ ^ ...:y v -' A CONTRACTOR TO BE'RESPONSBLE FOR THOSELEGRON.PURCHASE AND \�AA r S '.p v gg •f»y .-. INSTALLATION OF THIS PRODUCT BASED ON.MIS PRODUCT EVALUATION .�� ��{f FRONDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED `\ '-• '• �`> € a R C i "Opp. ON THIS DOCUMENT. .r y 4' DPP; o" ; 'p `S-THIS PRODUC EVALUATION DOCUMENT WILL BE CONSIDERED DIVALD IF E�i �E� I ALTERED BY ANY MEANS. N0.7058 •, L✓` " .vD,d'^ "' ;4,D k €g C-SITESPECIFIC'PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED j s 1i 1 k .. 3 ARCHITECT WHICH%LL.BECOME THE OIG94ER OF RECORD(EO.R.T}t CJI ffi . ENGWEEH OR AfL" c D 0 .....X O i..X i.„O ..O X ,:.X.� -.O..'I I': FOR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR ME PROPER1 ,1� �>,•-, X USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED'T' O ;drawing n0 OX(SHOWN) 0X0 (SHOWN) OXXO(SHOWN) EN&NEER TO THE P E.D.ENCINFE2 SNILLL SUBMIT TO THIS LATTER ME SITE ✓ ,Tye SPECIFIC DRAWINf FOR REVIEW ✓I��•' O1ttOP � ' XO LiPPROV D 0-THIS PE.D SHALL,BEAR THE OAT'AND MORIGINAL SEN AND SIGNATURE p 47F F_ (,k,,} IGUEQTTO1'IG.w •„_ E PROfT:.SSTOtUL ENGINEER OF RECORD lilAT PREPARF'D �d'`�Ai°' <<.✓ --"1 Sealed 6/10/19 ' DESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY PSF (GLASS) :GLASS TYPE 'A GLASS TYPE'H' - •� ;GLASS TYPE 'A' GLASS TYPE B'i i W/O+RPJNF'D WITH REINF'D W/O REINF'D WITH REINF'D PANEL WIDTH•IDOOR HLIf9H INTERLOCKS `. INTERLOCKS ::P N0�,.D0cR Hmff? INTERLOCKS INTERLOCKS 'EXT(+) INT.(-) ERT(+)'.:.!NI O RICHES 24 ; `1 80 0' 135.0 105 0 30.0' '7 24- 106.'0 -130.0" 30 'i-800 13$.0 1050 ..,1300 30 - 1050 'E-- r 70 __ NOTE: o ,p 36 . 80.01 135.0 105.0 ;130.0 S6 i 105 0 17(10 1131 `135.13 1135.0.::"Y3o0 39-1/4 114 1050 1700 GLASS ON ASTM TIES E1300-09 00 I9 SHEET A3 SEC.RE E 42 84 .'_746 E.1262 1050 130Q 42 1050 1300- ANDEFLORIDAILDNG COMMISSION, 42 ae 80.0 3 1313.13 los o 130.0 49 165.0-' 130.0' DECLARATORY STATEMENT DCA05-DEC-219 GUSTS) j .l :�24.6 100.8;. 124.8 '. 50 .'„_. _ 100.8 124.6 E � 53 ...725 117.7 95.1 117.7 24 '1 105.0 '00 Q 2 O 56 11 886 111.4 900 111 4 JO _ 1050 1300 v, , 60 - 640 104.0 840 .. 1040 36 `.? 120 .,~1300 24 ' 800 1350 1050 1300 39-1/4 1050: 1300 :�J z i s _ 136' _ JOS., 60.0is 1. 30 ' 60 0 135 0 105 0 i{ 0 42 -4 - 105 0'. 36 80 0 135 0 105 0 1 130 0 - 48 t - 105.0: 130 0 39-1/4 -; W.0- 135-0 105.0 1 130.0 'DOOR SIZE§'TO 6b9PLY WRIT FBC EGRESS REQUIREMENTS AS APPLICABLE 42 90 4,81i126.2 105 0 .130.0 ( n 48 -� 80.0 Ij 130.0 105.0 130 0 v 3 50 '>-76 61124 8 100 6 124 8 ; ' ovERau 000R wIOTH ` 53 725 tn.7 951 1tZ.7;: PANELWIDTH NOMINAL z ? - -- - NUMBER OF PANELS € d3 56 s 666 1114 900 1114 r--•--1/4'VERT STREN'D GLASS •---1/4"HEAT STREN•D GLASS o ; PANEL HEIGHT = DOOR HEIGHT = 2' ~t, 60 A94.0 104.07i .090'Interla er 1. 075'Interlayer " i W M 24 t 80 0 ,135 0 105 0 130 0 MAX. OVERALL DOOR WIDTH ANY CONFIGURATION s 192' _...Satlex HP C ear or Color Class i c:.-'-'Saflex CP With PET Core �-' 0= f t By 'Eastman Chemical Co.' 1 r, By 'Eastman Chemical Co.' i 0 V) 30 80 O F 735 0 105 0 '130 0 'g h ; 36 f 800 1 1350 1050- ,1300';_ 4 ..:;,1/4'HEAT S(REN'D GLASS F t -1/4'HEAT STREN'D GLASS �I --- :. 39-1/4 800 1350 1050:-1300 { fit.Or Nd 11: 42 96 80 0 130 D 705 0 t 130 0 (INTERPOLATION -''B-ETY/EEN WIDTHS ALLOWED) tyl 48 tl0 0 130 Q 705 0 .136.6 i SHOWi N'CAPACITIES ARE FOR i :ADHESIVE COMPOUND 'L 1 14 ADH COMPOUND I, 50 76 8 I '124.6 100.8 124.8+• i'4.938"SILL HEIGHTS p.,IW ; SIKAFLEX-552 '1 t Y Y51 552 F 53 ` 72.5 1117 7 95 1 1177 - E. LIMIT EXTERIOR(+) LOADS AS FOLLOWS 1 :1 i.3.750-SILL HT. _ +80.0 PSF iw s i, 't j.. gin - 56 - 90 0 .171 4 .3.188'SILL HT = +53.3 PSF \ _ 60 84.0 �..104.0.. to '�. _ 2.500'SILL HT - SEE NOTE BELOW < 24+ _.800 t30,0 105.0 1300,": L ' 2.500SILL HEIGHTS CAN BE USED FOR INSTALLATIONS 30 600 130.0 1050 3 1300 fi �j 1 e -----A 130 0 1 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED 36 80.0 130.0 105 0:I OR WHERE OVERHANG RATIO COMPLIES WITH FSC REQUIREMENTS. •(1------ E 16 -smL^-^-^•_ -' 1�.6` jj i ,.€. 1 39-1/4 800 1300 1050 1300 42 102 800 U00 1050 48 _8Q0 1300 7050 ) 130.0, 50 768 1248 1008 1248 :, w HHS m m 53 - - 95 i_�,,117 7 UPTO&INCLUDING 9 0 HIGH DOORS UPTO 10 0'HIGH DOORS se - 9130 _.t 11 4 :G141SS T7CE1;: GLASS.-TYPE-'B' 800 .1300 fo50`: , _ : 73D00':' . . i o .GLA7SOYY10N5Jo os4a:o 36 4y0 :. 8D.0 130.0_ 105.0 130.0'-i iu c 108 42 80 0 1 13130 105 0 '130-0: � 48 f: 800 i 1300 r tas0 1JOa .�`�"d. '" 7 3! }}(( (got 50 124.6 tX.�(}' OF t� a i drawing 19 47F FL #296, �!(!,100AI- Sealed 6110/19 .:SAD AtdC'HOH LOAD'CAPACITY PSF:V "� �.,.1TP,AD:tNCf10a EOnD•GAPACII.'Y F3P,_ 9ILL„ANCHOR.,IAAD CAPACTPY-PS[+ ... _ .. .... ,, SILL ANCHOR 7AAD CAPACPPY PSFTYPICQL ANCHORS: SEE ELEV. FOR SPACING ANJiOR Tri'E6.. A ,.,' a @.._C ...ANCROR 7YPE6. 'A: `, B:.N.`:,.C" ANCHOR TYPE _..8' A1�tgR TYPE ' _ B" -AT HEAD - - - - - - - `- r, lFwf & s Among a v@; g B ANCBo� r.. a ANCHoffi, 4 ANMOB5 1e AHgo48 aeRcsoi� a 4Nrnoss ,;" ,�4 ANCUOtS{e u agm �TYPE 'A'- 1/4"DI f TRACON BY SCO' (Fu-tr/Ksl,F,-155 K51)- .,-•,. 7 AT:N'PO.: A7'WG Ar IRG. _.. AT M.' Ar,WPc. er UfG. � AT IM. AT Yia.; r z ::AT ifl'0 i AT"IY'IC.: i € INTO 2BY WOOD BUCKS OR WOOO STRUCTURES PANEL 6WTK? DOOR 87178 FY.,'AS.SPAR ENDS 77188 PNDS PARIEL,MOTH DOOR 3408 ENDS 8198 E71D8 517I$.ENDS PPIIEL Y,WIH;DOOR 8108 1p1O3 b7918 I91� PANEL YIDDI DOOR SRLEi;;9 5188 ENDS E Z n 1i0f9NA No7w l t}EIGHT Exr (+) EM (+) .EXF(+) RmuwA 71Dc1R E7(F"(+)' EXT (4): HOYDML :NEICHT eE%T.(+}1 IXT'(+)... -1/2" . PENETRATION INTO WOOD :I ams t � fM INT t ,INT.•- i1NL4E^" }iHCNESr } e 6 t1CHE9 INT •: INT X16 INCNiS .2a I;.•.` t1s0 1350 (-719.0 - .za o 7390 tsso ' 4 SINTO CONCREI•E1 MIN.. 1H1/4"M_INUEMBED INTO CONCRETE30 1350 t350 1350 JO a 0 ': 1350139.0 30 1350 # 1J50 3036 §: 135 0„ 139 0 I155.0 JB 7, 125 7 ,_139.0 36 135 0,,,735 0 36 ? 123 7 735 0 E 'B'^ 1/4` DIA: ULTRACON BY-'ELCO: (Fu�177 K91,FY-155 K9) 39-1/4 r 1350 1350 -: -1350 39-t/4 €; 114 117.2 :, - - - " G W T 7172 1360 39 1/a ?= 7160,•• 115A 39 1/a n4 7172 1350. I DIRECTLY INTO CONCRETE LL G 42 1350 139q t 135,0,., 42 1172.; 1112 1350 42 1350 ; 1350 42 111.2 1350'' 1-3/4'MIN. EMBED 48 e. 135 0 135 6 '135.0 48 tOb 5 . 100 S - 139 0 48 r' 1 135 0 735 0 48 1/100.5 139 0 I TYPE 'C'- 1/4° DIA. SELF DRILLING SCREY/S (GRADE 5 CRS) E, 50 a 1350 13501350 50 978 978 1E1350 90 i' !3517 7350 50 97.6 s•"135.0 INTO F.B.C. APPROVED MUWONS Baa •Q�1! 53 135 0 135 0 _135 0. 24 1 135 0, 135 0 135 0 53 E: 135 0. t1 135 0 24 135.0 135.0 OR vS G eff I [ .. .••.•..� F$ ss 7350 1350 t 135.0 30 € 7350 1350 15,0 56 i3S0_ 1356 30 135.0 .1 35.0�. INTO METAL'STRUCTURES (HEAD/JAMBS) ,....,60r 134.0 _134.0_j 36 4,': 120 178.3._. itB.J `(.}150, s0 {:..:., ..734.0.:; ,tJZD a 3s 720" tie.$ 135:0'., (3) THREADS MIN.TO EXTEND BEYOND.METAL THICKNESS u1�w ^` - 24 1350 7350 135A S9-i/4 110.2 1102 1350 24 "' 1330 1350 --39-1/4 1702 I 135.0ALUMINUM: f/SP THK. N. (606 - MIN.) ..t 2p 30 F 1350,.'_ 7350 135A' 42 1. 104.5.1 1045 135A'• JO 1350 1350 STEEL:- 1/8`THK. MIN. (Fy = 36 S.MIN.) CZSN Jit t ..._„ 42 104.5 1350 STEL IN CQNTACT N1Ti4'ALUMMUM TO BE PUNTED OR PAINFEO) �I 4 W CUD, # JJJ 38 135 D 135 0 ; 135 0 48 E. 94:3 .94.3 i( 135.0. ; 36 # 739 0 139 0 48 94.1 , 136.0 - - - __ __ _- .� __ i 39-1/4 1350 1350 1350 39-1/4 (' 1390.. 1350 � __.•. (AT 5IId. --• - •- - - - - `m �I 1 42 13so 1350 :. 1s -. 4z 1. 135D 73so_� rTYPE 'B .1/4"0.1k ULTRACON BY IL60: (Fu-177 KSI;FY-155 KSI) 90 _ o_... j. 9O ' 1 # ae 1350 '. 1350 ....7350 46 1350 1350 DIRECTLY INTO CONCRETE I 50 1316 13J 6 138-0-` s0 a. 133 6 -i- 1-3/4-0a' - MIN. EMBED 53 1290 1290 } 135.0 53 .-,-„ 56 y 129 7 125.1 ; 1T••�35 0 T 58 125.1 1 135 0 _ _ _ z'.J O i e 1- -AT JAMBS - . -- - - - - -T o O m BO 120.6 120.6 :(.115.0 60 3.. r 720.6 135.0 .TYPE 'D'- ��4_(1�/P;�LTRACON BY 'ELGO' (Fum177 HSI.Fy'-79s Ks) J,rj eMi 24 1350 1350 .,..,135.0. 24 135.0 1 135.0 J - QWY: ' I I. THRU 1 BY BUCKS INTO BLOCKS I •Z D:W�• 30 � 135.0 1350 135.0 30 I 1350 1 7350 1-1/4` MIN, EMBED INTO BLOCKS o�i LL 38 135.0 iJ90 1350 - 36 g 135.0_' 1350 e4i l'F 39-1/4 : 135.0 1350 1150 39-1/4 1350 7350 DIRECTLY INTO D INTO BLOCS ( 1Z ¢x 42 7350 1350 ,.1350 42 1350 . 1350 I -�4"MI a i-DC old I -48 BB 1257 1257 1350 i 48 96 .725.7. 135AW.� I TYPE 'E'- 1/4'D1A. ULTRACONKBY'ELCO'K(Fu-177 KS1,Fy-155 KSI) i g y# W X 50 : 122 3 122 3 135 O 50 ? 122.3 135.0 to <a INTO 284 W000 BUCKS OR STRUCTURES N 53 - 1179 1179 1 1350 53 I 17TH"-f 1350 CO 56 i' 1141 1141 j--._-1'..'. 7350 58 114.1 135A-� 7-1/2" MN. PENETRATION INTO WOOD t 0. w f I I 0 •"- ...__ ! �-•--^^^ THRU 184 BUCKS INTO CONCRETE W 60 a 709.7 109.7 1350 60 f, 109.7.:...1 135.0 `¢ M fl 24 7350 u50 1390 za € 1350 . 1350 I 1-1/4' MIN. EMBED INTO CONCRETE ' .^1 :� 30 7750 1350 17so 36 t 1350 1350 I DIRECTLY INTO CONCRETE Y .. 36 1350. ! 135.0 1350 s. 36 :' 1J50 1550 I 1-3/4" MIN. EMBED 1/170 CONCRETE 39-1/4 ,'i 1343 1343 5350 138-1/4.' 134 3,,. 1356 ,TYPE 'F'- ,fi14 CM OR 1F+DRILLING C_RFWS (GRADE 5 CRS) I 42 tot 1277 1277 7350 :. a2 t 162 1277, 1150 INTO F.B.C. APPROVED-MULLIONS �.- t pE€ 48 ., 1166 116'0' ,1350 48 5; 1160 1350 OR dot t 1 1 t ` INTO METAL STRUCTURES (HEAD/JAMBS) I I 50 j 112.8 1128 1350 56 f.. 172@.,.i 7150.. 1 53 toes to85 ..1350 531D8S ` tJ50 - (3) THREADS MIN, TO-EXTEND BEYOND METAL THICKNESS 1 jj 56 104.8' 1048 = 135.0 ; 5s `!. 704.8 f, 735.0 ALUMINUM:'1/8`THK. MIN. (6063-TS'MIN.) iss0 7350 1150 I 24 7350 s 1350 1 STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) € ` - .: E (STEEL W CONTACT YARN ALUMINUM TO BE PLATED DR PAINTED) ' F;t7 30 1390 i 7350 '1350 ! 30 7 1350 1350 38 134 0 134.0 136.0 : 36 ! ,134.0 39-1/4 1252 7252 + :1390 X39-i/4 125.2 '' 7356 ,: ANCHOR EDGE DMIANCES 42 # 108 11891 7189 1390 42 toe 178.9 ' W50 INTO CONCRETE _ 2-1/2"MIN; v o =, 1077 !. 1077 1150 a 48 1D77 7330 l I WOOD = 1" MIN. --•'t 7t'ItHlf' e i INTO.METAL STRUCTURE = 3/4 MIN, 1777 50 ! 1047 7047 1150 50 1D4.7,.•1 1330 f� i 53 ; 1. 1 WOOD AT HEAD OR JAMBS SG_-0.55'MIN. � 1 100.5 - 106.5 135.0 ,t 53, ._. 100.5. 1350._.: �Q' ... a v q 3 i CONCRETE AT HEAD, SILL OR JAMBS If = 3000 PSI MIN. C-90 HOLLOW/FlLLED BLOCK AT JAMBS fm 2000 PSI MIN . m PANEL WIDTH NOMINAL �OVEWILL.DQOR;.WIDTF{ j NUMBER OF PANELS'®'•. OP drowing no, omoK.��a� n 1. 19 47F PANEL HEIGHT= DOOR HEIGHT- 2` FL #29677 Sealed 6/10/19 I ...� ,....::....,.,.-.,_... .. _ .... - TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS I SEE ELEV.SHEET FOR SPACING ._.SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING r (W. i .n:""""AND SHEET 3 FOR QUANTITY "AND SHEET 3 FOR QUANTITY AND SHEEP3 FOR;QUANTRY - - r'STRUCTURE $ ! i - AT INTERLOCK/ASTRAGAL ENDS . ', AT INTERLOCK/ASTRACAi,ENDS AT INTERLOCK/ASTRAGAL ENDS vg 12 4" : a aS < I DGE Dl A .O.C. AT CLUSTER OF �'" a ANCHORS ONLY GE DIST 4 Oc6 d EDCE-DI4..O,C... EDGE•, \t ''l I� �. DtS�„• .a I g o I 1gs AT CLUSTER OF wP {q€[ } tC 3. A ,E T 1 t� r i >. ANCHORS ONLY TYPICAL ANCHORS IN PAIRSSEE !Q IIILLL -F ate'S AND SHMTFOR SPAWNG� ,f .• 1 �i: �"1` A7 INTERLOCK/OASTRAGAL ENDS - I ,G. .........,...,.._i,._y I, �W 1BY WOOD BUCK .... _._ �—_......"'.n IC' 1 T i 'r 4 SEE NATE SHEET 1 ..... €€ iO EOGEgDIST•„� ° "` MNMI--DAOE APPROVED MULUON'&MUU_ION ANCHORS SEE SEPARATE APPROVAL W' j , I !L .: I d �"•.. -•.^.x-' E€ - EDGE I 4..O.C_ a'J o a I� it it i '3 kk. _ �.� k- _....._ __ ._•Au�� O m.' I. n W € j R:a W Z DIST K J 0t; I C3 E Zw~ w� I zN I :TYPCANCHORS IN Pans o 4 ELEV.FOR SPACING S?II.- M m m SHEET 3 FOR QUANTITY M .. AT INTERLOCK/ASTRAGAL ENDS W { n.a. 1 I t A101- .5 W2n.. I p II II .' , ; �I �.' E 5; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH & r W �L - WHITE/ALUMINUM COLORED SILICONE. W2 MAJOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED SHEEf2FOR WITH EXPANDING URETHANE FOAM. OR SILL UMRATIONS I{ - I .. 13 4.9 9 ALL INSTALLATION ANCHOR HEADS TO BE SEALED 3.750 ; & EXPOSED ANCHORS TO BE CAPPED WITH ALUM. nj BUTTON COVERS. •o`m int II @B) 193.188 I 111 L i t 2500 - �VEEPHOL,E$j, r 2t j Wt = 3/16"H X 3/4"W WEEP SLOTS `�� �t� AT QUARTER:POINTS OF EACH PANEL W2 = 3/8 WEEP HOLE AT 6" FROM ENDS " p',�11\ o POURED 4c HARDENED AND CENTER OF EACH RAIL a HIGH STRENGTH GROUT I ` Wt d A aWt a e. flc 5000 PSI MIN. EDGE (NON METALLIC) I WOOD BUCKS NOT BY EGS INTL. MUST SUSTAIN. I . .. .O.IGE'txST.....,,.......,.., ..,2 731 .... . WRH BONDING.AGENT NOT BY EGS INTL LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER} �n', OF ee !drawing no -TYPICAL�ANCHORS IN PAIRS MUST TRANSFER SHEAR 1 THEM TO THE BUILDING STRUCTURE j � OR101"--,�•,�`���� € '19--47F ' 'AND SHEE•T FOR FOR SPACIQUANTNG' LOADS LOADS TO STRUCTURE .._._... .. _....._ --:.r�, r7 / S'(O pi�.�ia���� • ` I F f v sheet 4 of,S F ...,:.... _..ar,IHTERiotic/asrFucu ans ..._,__._- . .. 17 __..... -.__...__ ._ L.._#2967 Qfil tt t J :.__...,...r ...- . ..�__ ,_... _.__ ..... Sealed 6110119 - - j10 X T FH SMS �'1 O 6 FROM ENDS , �w E k 18 D.C. PANELWIDTH `12 X 1-1/4-FH SMS n ..w... �.:...._ ....... ... fj, & t 2 � 1/4.MO ©..... D L OPG �J F Z y I ms 7. t t t ` HIS ... �' _ _ i ii II 1 _ I I i_ "I I 2 j _. _ = -aim . F F _ {+� € .. .....,.,.....,._.- .- Z SCFME44S OPRONAL r r A'k >r' 1 SELF TAPPING SCRE :' VIA �I2) uj X 3/4t"TEKS .:9', .; �� f F O(n (2)AT EACH ENO I D•1.�w,_,__,,.�„__,,OPG..... ..�,.®6'FROM 111 AT 3` OC.-f' USE REINFORCING AS PER & 17-1/2.O.C, (I)AT MIDSPAN CHARTS ON SHEET 2 USE REINFORCING AS PER yl;. C'4 Q . (TOTAL OF 5 SCREWS) - ,._ PAN0.WIDTH.,•,e,_,,,_„-, EXTERIOR CHARTS ON SHEET 2 a W W~ a 1.._.. .. .._.,w........:.........:::�:_._....._:w.::.: - _:..::;..F....•,..., ,.. 000R WIDTFI , ., ....... .. ,. Ei N y '. ,TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SELF TAPPING SCREWS (�H7 I• SEE ELEV. FOR SPACING ;i SEE ELEV.FOR SPACING TYPN;AI.ANCHORS M PAIRS E� t O B'FROM ENDS W M CL ' t-SEE ELEV.FOR SPACING t & 17 1/2 D.C. / } t /sHI 1/0 MAYL as 37 S8 of i a L i H ).� 1 • i tAi t u o f .� i I d t i Gy 0 i i - ” 9677 P > II F n NO 705 W ( i I $ 5 ` SCREENS OPf10NM. pp 1 dirdwing ho, 112 Xm1-1/4 FH SMS ;✓��•' ORiD `\i�.'�`' Ebb EXTERIOR 0 6'FROM ENDS 3- srnuctuRE t<n,1/z D.C.. C�!�ll � � ysheet�50I .. . ... _........ TYPICAL ANCHORS IN PAIRS,,,,,z {EW SEE ELEV.FOR SPACING O r � r/a MAx Z �q sNrM 'W � �• 0.� � ��. a Q I : s 010 X F.N. SMS. 1 m 6"FROM ENDS�� h 16'O.C. r s B cy Q1.122 WZp�— ' ..: �t 1 d` t � Z�J �U0Q) METAL t €g a{ 1/4'MAX. ..5. G U Q _._ g PANEL WIDTH .:..., � :-W � ..._SHIN:.. STRUCTURE (��W N a .MAX (. ! , �I :I �,�A PIF Y1/4' m •� ,,;� r4 `"J _ D.L,.OPC,, �J i fi1�f E .1BY W000 BUCKS Y 7 I + 10 "✓ 37 i SEE NOTE SHEEP t U h 38 a)m SHIM EU' 12 ...� � .. SEPI AL CHHR SPACING'RS >w„ !I r€ {•may t t �— f { t 1 1 Uo, ( 11 N Cf I r { Li I PEI it 71 :it iWv TYPICALNCPNRS D.L.OPCFy (((1 •� CC: t SEE AIRS § (�LM 6F 1g -draw ingno� FOR SPACING EXTERIOR t.. PANEL WIDTH '�� -• F[ORfDF`:• \�•`t 9 DOOR WroTH _._....... _ ... _..» m OVAL � sF Ct 6 Of e) ...._ FL #29677 ......... .............._...SealeB 6170/19.,.........<._. ........__.:,..,_. 3.0oo ......«... . j(.094 w....w„»,.:_3.250•< 5 ,j 1.550 _ a,r -..2-O- .2062 080 2.415 2.415 j .. �� 1.826 1.886 1.786 1 s 2.151 I{ _.1.276... - 7.977 1.977._. ::...E- IF - ::. -._" .100H., 8.1!06 �- 6'i 6 W i 3 1.977 1.977 0630 V FRAME HEAD 2312::..:--• r. . 1.740 € VVVV� 1 "- -7,840 > t�7�`•;: FIXED STILE 1'70' MINOR.INTERLOCK ...a. .-•' _ 'li; ... - -.. __ ...,: .,.,. .; ._ .... - � 1.714 1.714 Ns� , a ` F-171 q :,, 080 Q. ,.,. 1.740, .500 1.382 ""' 1 jj 3.250 ._ • 1 c 4.000 f ,� " ; �.._._.,„..... a .) � r--1.438-' 3000 y cij Q l.194 1 • ': '~ "3 F'.gpptE JAMB-W/0 POCKET FRAME JAMB WITH POCKET g I .• € 125 TV - tis [([ 720 E .` e. .875 �--- J 1.076 i S ._e .625 _ I ,J o,n t �J 4 677 ,'., .100 3.940 7 615. '.._..,_ i .355 {t y €' %1 I •' w -1.674•- 080 .1007...094-.., t ! 1.713 O TOP RPJL3?t.REINFORCING TUBE 1.7 6 ,866 1626 .125-.;6 } lsta--....� 7.6,4- 960f a a i x....:. :_ s 4..._.W_ ,...__. 4.1:46 4340 3604 ;2 � ., ... .. T- "...._._� .100 W��3.000 �.�� � � 3.5 4 �.� , 0: .>. ... � � 1.0m 038 �".�; ,....... t. .1 ; i.. ��1`W M O] 1.018 1016 ... I✓, 1.977 �r 055tij w , a 080 ( L -.080 . t 0 LOCKING € 9. MAJOR INTERLOCK ; L L 1.194 w. k 1.194 ; 3 .._. .a .. ..._...,... i 4.000 -1250-1 33 .f...._ 1 .._4: . ., 4.094 3 , -1.375--I r € r ' <: •fit{ ' • .184 09 - I• I. t,j82 «-t.so3- . t? STILE ADAPTER JAMB CCVER tssG SHEAR CLIP F.,.....,�.,:2 227 504 .. i' 189 f 088-; 109 j t f 514. �_-� �_ ' 7.840 Lg' Si. 4 T. .434 +f',MOVING BOTTOM Rall g =FIXED BOTTOM RA2L tSHEAR CUP 2.074----I 442„(SEE WATER RATING SHEEP 2) i2.101,., :�" ;;::2.227 DOOR SWEEP i3 GLASS ADAPTER I :'• 2.701 ! 4.939 I. 0 t 1111 3.750 g a 2,500 125�; 524 PE0.7d �iE �- f 1.031 7 q 1.l]31� 3 f • 77f �"drowing_oo. �} .�. s.4s, " _-_.. 19=47F �- SeQ ✓yCa FRAME SILL 26 ,FRAME SILL., (?i .Mo ' FL 29677 '' 7A0�; 1� IFn_ ar s _.__ _.__. ,` V:."PANEL-REINF, - � 71 a eet �..ww.. ....... ...... .._..__........._.,_, ..._. :. "m, ._ Sealed 6110/19 i E +ITHM NO :. PART NUMBER QUANT[1'Y DESCRIPTION 'MATRRW, i.MAI4F/SUPPtiER/REMARKS 1 s !� V IS EGS 551 ! t" FRAME HEAD a,• -• { BOOSrTS/6105 T5 _ 7� ��` . w, 580 - s 1 FRAME SILL(J J/18 HIGH) . ?A ECS.581 ,. j i, FRAME SILL(3 3/4 HIGH) µ '' 6005 105-T5 EGS„T^q•_ 552,552”" ! 1 FRAME SILL(4-15/18'HIGH) j 8005 T5/6105 TS i ,•1 r ��.. `. ECS-580 •� ` 1.. FRAME SILL(2 7/.2 HICH) �y 6005-TB/6105 TS i` _ �!' S iiig�ddd,,la:{ -. 3 ..: EGS-567 _ R FRAME JAMB W/O POCKETC'pE 2- ALT,`FRAM E JAMB W/POCKET ! 6005 75/6105 T5 i ' .�, .�;.•{ _ r4 � EGS 573 ......_. 1/MOV.PIVCfEL .1fOVING HORIZ�B0T1`RNL _ « ew 6005 T5/8105 T5 ry « y M € 5 EGS 572 t/FIX.PANEL FIXED.HORIZ .9077 RAIL _ « 8005 TS/8, 1 ,05 T5.I _..._............-............... iti T. to ECS-571 1/PANEL TOP-RAL 600.5-TS/6105-15 - ,( ' :.. ....!j .. .. .. ._. EGS 574 !S READ Fl%ED STILE ._{ 8005-75/6105 TS - a LOC STILE 6005 75/6105 TS• � ,.. .....�.n '--'^ O M1� a _. ... EGS 575 AS REQO 14NG .__. _.. ... .____ ... „_.. ... 4 . 9 'Y ECS=578..... AS REOD €WJOR IPRENIACK' :.._ 6005-T5/6105-TS _ 10 EGS-577 _._ AS REQD s.MkNOR IN ._ 6005-15/6105-T5 k y-. •, 11 EGS 581 AS REDO SDLE ADAPTER 600.5.,75/6105 TS t 1,a O E t : 12 EGS 588 AS REOD DOOR SWEEP A 6063-T5/6105-TS rAT TOP OF MOV PANEL , 13 EGS-579.„ AS REQO )GLASS ADAFiER _ 6063 75/8105 75 FRAME TOP CORNER. , 1aErs'=s7D as REQD €JAMe COVER eD63 rs/elos 75 ' 16 EGS-72 .-... € AS READ 9/18 GLAZING G/SHET ! SOFT PJC TEAMPLASnEi(M INC) ( , 17 TXt1429E 2/,UTE SERING BLOCKS 4 LONG 4D 70 FROM EACH END EPOM - 'TREMCO ! E d 19 -28027045/7527-6011-'-4: ( AS READ $FINSEAL WCOLIFILE_AT HORIZ RAItS - AMESBURY, s 20 T-28366 a AS REOD POLYBOND fMSEAL AT MOV BOTTOM RAIL ,� i UL7RAFA8(280H X 360 BASE) v .J 21 38D27045/7537-6071 6. s AS REOD FINS WOOLPII.E AT FlX, BOTTOM RAIL AMLSBUfiY t: I i. 22 21027045/7420 8011 2� tj AS REQO (FINSEAL WOCIPILE AT VERT.STILES&SWEEP AMESBURY ....-,.. - C Lj 3/42%CORNER (FRAME ASSEMBLY SCREWS ...- ST.STEEL PH SMS .. '# s 1 s' 28 812 X 1 2/CORNER METALLIC ASSEMBLY SCREWS ST STEEL u TH SMS u MOVPANEL TANDEM+ACETAL WHEELS IN METAC HOUSING _ ..-.... DUAL ROLLERS aF H a a 1/MDV PANS Al'-1 U1,!CHANNEL,NFULL Vi OF PANEL 6063-75/8105 TS �..Q;N 0-a. 1 7 «32 1. - AS READ INTERLOCK REINFORCEMENT SIEEI 1 1/2 X 3'X 11 GJL :s 3 Y ti I - AS"O FDC PANEL CUP(AT FRAME HEAD/SiLL) ALUMINUM 2 X 3 X I/B'X i-7/8 LONG REQD RUBBER BUMPER.~ _ _,.._..... .. ..._....,_....... <_.v1/2'X'1/2 SO. %"3%16 HIGH - .�M �: 4430-00-08 OR W5208 NPV30 1 7RIMSE7 PULL ABS RESIN OR BRASS(PYO) AlNJ15 ROE OR ASHLAND ANW M d . 36 M57847 09 .... ( 1 DEAD LACK MOUNiEU W/(2)¢6 X 1/4 FH SCREWS Si.STEEL ADAMS-RI1E s; .,;Y 37 �46Dt.as It i srRllE MOUNTED W/(z)Pe x t PH scREtvs a raAsilO SHIM '.sr.srEEL - ARAMs-RITE (� 38 ..-4432 OR W5208 PP30 1 DUMMY TRIMSET PULL _ - .. A65.REWN OR BR0.55 fM� ADAMS RITE OR ASHLAND € '( ""s 39 TC2 1_ TRAGIC COVER ,. ST/5F - HYCRADE € € ,,AS REQD LSHFAR CUP AT CLUSTERS ONLY 6005 TS/6105 Ti - I L° FAME BOTTOM__GORNERB' 41 '_ AS REOD SHEAR CUP AT CLUSTERS ONLY 6005 T5/6105735.. Ec �0 _D.. _ ...,,....._...-,.ONLY , ` In o ; tt f - ,,. :780.+..w.M.,-. t` a 1 s t' 0' —yII sclm i�z s t2 i5 .730 !! e f I PCO' „7 HARDNESS 85 SHORE A v€ TENSILE STRENGTH(BREAK)- 1810 PSI 1 ELONGATION AT BREAK -320% i I { TEAR STRENGTH-260 U3F/M # SPECIFIC cRavl7Y- t.4s ��'. �, O.... �\ 19-47F �' `s; F. FAPIEL coRNER ;c, cLAZINc GASKET, FL 29677 '�4Qf' 1 11" I r= ,_...SCALE.t(,_,_., #...._._.. •ltrrr n7?!>s sheet 8 of 87 Sealed 6!10/19