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HomeMy WebLinkAboutNOA # 20-0128.02COPY MIAMI-DADS MIAMI DADE COUNTY PRODUCT CONTROL SECTION :. 18 eet,' Roo 1 O5: SW 26 Str m 208' . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND- CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599--: NOTICE OF ACCEPTANCE (NOA) _ www.miamidad0.goy/building :. :. ECO. Windows; LLC :. 8502 N:: W. 80TH Street Medley; FL 33166 SCOPE: This NOA- is being issued under the applicable rules and regulations governing the: use of construction ... ... ... ... materials. The documentation submitted has: been reviewed and - accepted by Miami -Dade County RER- Product Control- Section to be used in Miami -Dade County and other areas where allowed by the Authority Having.Jurisdiction (AHJ):: ... . .. This NOA shall hot be valid after the' expiration: date stated below. The Miami -Dade County. Product Control Section . In Miami=Dade County)and/ or the AHJ in areas other than Miami -Dade Coun reserve the:riht ( . (. �') .. g to have this product or. material tested for quality assurance purposes. If this product.or material fails to . perform in the accepted: manner, the manufacturer will: incur the expense : of such testing and the AHJ may immediately -revoke, . modify, or suspend the; use of such :product or. material: Within .their: jurisdiction. RER reserves, the right to revoke this acceptance, if it. is determined'by Miami -Dade. County. Product Control: Section that this.product or•material fails:to meet, the requirements of the applicable building. code. This product is::approved :as : described :herein and: has been :designed to ;comply with the :Florida Building ; Code,:includingthe:High Velocity Hurricane Zone: DESCRIPTION: Series-450" Aluminum Window Wall System w/wo Reinforcement- L.M.I. 'APPROVAL DOCUMENT: Drawing No.:.20-03D' titled "Series Eco-450. Alum. Window Wall System sheets 1 through 8 of 8; :: dated JAN 16, 2020 : and last revised on .July 24; 20.20, prepared by Al- Farooq Corporation, signed, and sealed. by, Jalal, Farooq, .P.E.., bearing .the Miami -Dade County Product Control :Approval stamp with. the Notice of Acceptance .number and :approval. date by;.the .Miami -Dade County:Product Control Section. - MISSILE IMPACT RATING: Large .and Small Missile Impact Resistant LABELING: Each - unit shall bear a permanent label . with the: manufacturer's name .or logo, city, state, model/series; :and following statement: "Miami -Dade_ County Product Control Approved unless otherwise noted herein.: RENEWAL of this NOA shall be considered after. a renewal. application has been.filed and there has:been no change in the applicable building code negatively affecting the performance of this product. - :. TERMINATION; of this NOA will ,occur after the: expiration; date or i f there has Been a revision or ;change 01 in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as''an endorsement of any product, for sales, advertising or any other purposes shall aiitomatically.terminate this NOA: Failure to . .. comply with _any section of this NOA shall: be cause for termination -and removal of NOA. ADVERTISEMENT:•:The NOA, number preceded by -the words Miami -Dade County,; Florida, and: followed,:; by the:expiration:date may be displayed. in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INS' PECTION-.A:'copy'of thus entire:NOA;shall be provided to the user by:the manufacturer or: its distributors and shall be available for inspection at the job site'at the request of the Building Official. This NOA consists of this pagel ;arid evidence pages)rl as well as approval_dbeument'mentioned'above. The submitted documentation was reviewed by Ishaq :I. _Chanda; P.E. ..... ... NOA No. 20-0128.02 MlAMMADE COUNTY / Expiration Date:: �October "02, 2025 �? . Date: -October 02; 2020 A proval D t • . Page 1 ECO:Windows, LLC NOTICE OF ACCEPTANCE:: EVIDENCE SUBMITTE. A. �' - : DRAWINGS. 1. Manufacturer's die drawings and sections. .2. • Drawing No..20-03D; titled "Series Eco-450.A1um. Window Wall System (S.M.I.)", sheets .1 through 8 of 8. dated JAN 16, 2020: and last revised on July 24, 2020, prepared by Al-Farooq Corporation; :signed and sealed by: Jalal Farooq; P.E. .... .... ... B:. TESTS . L Test reports on;-1) Air Infiltration Test;: per FBC;; TAS.202=94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-9.4 3) Water Resistance Test,. per FBC,.TAS 202-94 == 4) Large and Small Missile Impact Test per:FBC, TAS 201-94 5) Cyclic Wirid.Pressure Loading per FBC, TAS 203-9.4 1618 6) ANSI-Z per FBC :l6-18.4.6.3 (Sample:A=1) along: With marked -up drawings and• installation:diagram' of an aluminum Window wall . system :w/ Entrance Doors; :prepared:by Fenestration. Testing Laboratory, Inc., Test.. .- ReportNo. FTL-9911, dated 0.1/18/2018, signed and.sea e'd by.Idalmis Ortega, P.E. : C. CALCULATIONS 1. Anchor verification calculations. -and structural analysis, complying with-FBC 711•: Edition (2020); dated JAN 16, 2020 and last:revised on 07/17/20; prepared'by-Al- :: Farooq Corporation, signed: and sealed by Javad. Ahmad, P.E. =. 2... :::Glazing;complies:with AS M E1300=09 &46: D. QUALITY ASSURANCE . 1.• Miami -Dade: Department of Regulatory and Economic Resources (RER).: . ... E. 'MATERIAL CERTIFICATIONS 1. ...:.Notice. of Acceptance No.:19-0305.02 issued :to Kuraray America, Inc. Tor their "Trosifol® (Clear :and White) Glass: Interlayers", expiring on 07/08/24. F: STATEMENTS ... . 1. Statement. letter of conformance, complying with FBC 7tn Edition (2020), and of•no financial interest, dated 07/24, 2020, issued.by Al: Farooq Corporation; signed and::. : sealed by Jalal Farooq; P.E. 2. Testing Proposal #17-1071 issued by the Product'Control Section, dated 10/20/17, signed by Manny:Perez, P.E. G. OTHERS . 1. None. 7_77- s aq 1. ChAhda, P.E. ro uet Control • nit Supervisor :. NOA. No. 20-0128.02 Expiration Date:' October 02, 2025 Approval Date: October 02, :2020 E-1 . ..... . ... .. 1(dWQy � . q. .w x D.L - ... .. .. S EET zIM..;.aN B j / of d �N .. Q W 7{L to 1` 1lWJ .. ... o o W N JV1, A 5• g5 4 .. N I .. D.L. OPG. WIDTH1 .:le .. J J.... 7 . I. �. . :SEE SHEET 2 A N � i z ... I .... I' - .... .. c . 5 1 . 1 N�0 IO ' 4' MAX. 4" MAX. \ 4' MAX- Imo--- 'HEAD SILL HEAD SILL \ -HEAD SILL' ---" 4� .MAX... 'CDR ERS 'CORNERS \ " "CORNERS_' i MU UO-N:SPAC TYP. II ".,, �, _ ,�. Z c IJAX. L BJG.. } .... JAMB,ANCHORS '- -.-_ .. 1 SEE SHEET.3 . \_ DOOR MULLION ANCHORS ORNERS _ r Q._N J n D Fa `:: I . 3 AT EACH SIDE C JAMB ANCHORS i w `•' 3, AT EACH JAMB \ MULUON ANCHORS , S AT EACH JAMB w U W J —3AT� CH:SIDE PRODUCT. REVISED �. w.m� SERIES ISO ALUMINUM WINDOW WALL SYSTEM . TYPICAL. ELEVATION as complying with: the Florida THIS SYSTEM MAY BE USED IN :CONJUNCTION WITH APPROVED :' . ' ' . . " : BYlldln9 COde LARGE MISSILE IMPACT RESISTANT : DOORS. - : - - NOA=No. 20-0128.02 'LOWER DESIGN PRESSURE:FROM WINDOW WALL OR DOOR APPROVAL' ': i WILL APPLY; TO ENTIRE SYSTEM. ... .. .. .... .. .. _ .. EXplratloe Date: 10/02/2025 . . THIS 'PRODUCT HAS' BEEN DESIGNED AND:TESTED-TO COMPLY WITH THE - ... ' " By: _ I s.r _ �. I •'Z 4', n� ' " o REQUIREMENTS OF THE 2017 (6TH EDITION)26T0 (7TH. EDITION) FLORIDA :: LNSTRUCTIONS: BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE. (HVHZ).. ; — a e Product o Miami D d P d ct Control .. USE :CHARTS AS FOLLOWS. 1BY OR 2BY WOOD BUCKS &.BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY - TO TRANSFER APPLIED PRODUCT LOADS STEP ,: I7ETERMNE DESIGN WIND LDAD REQUIREMENT BASED PRODUCT COMPLIES }KITH REQUIREMENTS OF ANSI Z97A. TO THE BUILDING STRUCTURE: : EP 'I .... .. .... .... .. ON WIND VELOCITY,- BLDG.. HEIGHT, 'WIND ZONE .... .. :: .... .. ANCHORS SHALL BE'CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS USING APPLICABLE ASCE 7 STANDARD. .THIS'SYSTEM'IS RATED FOR LARGE &' SMALL MISSILE IMPACT. AND •INSTALLED _PER, MANUF*S INSTRUCTIONS.;SPECIFIED. EMBEDMENT TO BASE ;:• SHUTTERS NOT REQUIRED. • STEP 2 CHECK GLASS:CAPAOffY- TABLE ON SHEET 2 FOR m a - : :: MATERIAL SHALL BE BEYOND WALL DRESSING- OR STUCCO. B o • CLASS TYPE, CUSS DIMENSIONS (WIDTH &HEIGHT) � � � � � � � . .N ' I A LOAD DURATION INCREASE IS: USED IN DESIGN OF ANCHORS INTO WOOD ONLY. AND.PRESSURE CAPACITY. _ LARGE MISSILE 'I9IPACT G THE CAPACTTY SHOULD EXCEED THE DESIGN LOAD. c < ' ALL SHIMS TO BE HIGH" IMPACT; NON-METALLIC AND NON -COMPRESSIBLE. : ; :: .. , : , : :: - 11 - • EM COME NTMATERIAO! CON ACT WITH OTHER DICLUDING BUT NOT SSIMILAR MILAR TO TMATERIA S- SHALL MEET THE , • . HEIGHT AND MULLION: STHAT STEP ..CHECK WINDOW WALL PA ING Us USING CHARTSACITY FOR ON : : • . . • `����� 4y,' �I SHEET 3. REQUIREMENTS OF THE 2017/2020 FLORIDA ,BLDG. CODE & ADOPTED STANDARDS.. - .. .... .. .. THE CAPACITY :SHOULD EXCEED THE DESIGN LOAD..:.: .. .. :.: .. .. is. i THIS PA0" bPCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; : i.e. -LIFE SAFETY OF THIS PRODUCT; ADEQUACY STEP 4 FOR SYSTEMS WITH UNANCHORED JAMBS; USING" SHEETS • • — • . No' Bt223 ' e OF STRUCTURE RECEMNG-THIS PRODUCT AND SEALING AROUND OPENING FOR •DETERMINE THE MIN. & MAX. GAP DIMENSIONS;' - WATER INFILTRATION RESISTANCE ETC. ' CONDITIONS NOT SHOWN'IN THIS DRAWING ARE TO BE ANALYZED'SEPARATELY, STEP' 5-THE 'LOWEST VALUE RESULTING FROM STEPS'2,"3 0 AND TO -BE: REVIEWED BY'BUILDING OFFICIAL. • .- AND 4 SHALL APPLY. TO ENTIRE SYSTEM. ' drawing o no: DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE:STRESS DESIGN (ASD)' : STEP 5 WHEN USING -THIS SYSTEM WITH DOORS, THE LOWER ��� ••�°� _ .. ... _ b \ i ST G tY FOR EQUNALENT LOADS IN 'LOAD AND RESISTANCE FACTOR DESIGN (LRFD)' - • :: VALUE OF THE-DESi6N PRESSURE RATING FOR THE : - :: Sealed: 7/24/2020 - ��-�'�GS'/F•• `���\` GO O� MULTIPLY `ASD' LOADS BY 1 67 (ASD LOAD 1 67- = LRFD LOAD) - SYSTEM AND THE -DOOR. SHALL APPLY, -•�' �• � ���� �� �-_(.1/rLt11�t ... .. sheet t of 8 GLASS. LOAD' CAPACITY - PSF NOMINAL DIMS. CLASS 7TPF.S OIL'. & 'GIV D.LO. WIDTH 0.1.0. MIGHT EXT.(+) INT.(-) 30-3/4' . 36-3/4' 39-3/4' 42-3/4' 46-3/4" 48-3/4', 51-3/4': 54-3/4" 78-3/4" . , - - j 70.0 75,0 . 70.0­ - .75.0 '70,0 7510 ':70.0, ' 70.0_ 65.9 70.6 , 62.2 66.7- 58.9 63.2 -'56.5 � 60.0 30-3/4' 33-3/4" 36-3/4." 39-3/:4.": . 42-3/4" ' 45-3/4" 48-3/4' Si-3/4" I �:' 64-3/4` - ' 1 ; 70:0 - 75.0 :70:0 75.0 70.0 75.0 70.0 75.0 -: .70.0... .7.5.0 '65.9 7.0.6 • : 62:2 66.7 58.9 63.2 30-344' 36-3/4" I 39-3/4" 42-3/4" 45-3/4.' - F 90-3/4" ' f 70.0 75.0 70.0 75.0 70:0 75.0 70.0. 75.0 :70.0 75.0 65.9 70.6 . " 33-3/4' 36-3/4' 39-3/4' 42-3/4- 96-3/4' 70,0 .. 75.0 • 70.0 75.0 - 70:0 75.0 70.0 75.0 70.0 75.0 ' 30-3/4" 33 36-3/4' 39-3/4 42-3/4' I " ; ' 1102-3/4' I 70.0 75.0 ' 70.0. 75.0 ; 7D.0 75.0 70.0 75.0 N D.L.O. WIDTH D.L.O. WIDTH ..;. .. _ . d .. .. .. J .�.. .. .. .. .. .. / V. r Ogg is PRODUCT: REVISED 0 a 1 p " as complying wltli the. Florida a H .. .. .. .... .. �. c r�mg Building Code NO/JNo.." 20-0128.02 . Exra tion:Date:10/02025 ByP l2 i .... ..a,F -y ... ... _ a : .. Miami -Dade Product Control U W ... � ... ... ^ .. .. .. Do CONE .. �.. .... .... W514 1 LU ... .:.: .. SILICONE �i"/4''HEAT STREN'D GLASS'. ". .. .. .. .... .. .. .. .. w p ; _ ; .. DOWSIL 791 ; ". 090" Interlayer ; • , _ . . .... .. .. T ifoL PV - . 3. _ .. .: .. .: �1/4" HEAT STREN'D GLASS' : �ey Skmrcy Arperico, Inc.' . O .. .. ... .. .. .. ... .090° Int I1EAT'STREN'D GLASS _ Trosifol PVB _ Q. J m W,. .. _8y•'kuraray America, Inc.' 3/8" AIR SPACE .. o Z 3� m .w.... .. - - - .... .. :'.. '. .... .. m. ET TEM. ., 'I GLASS �:OZJ', n D .. 5 - - O 0_ 7 7 . W Z. 1 .. .. 'CARDINAL XL b � .. EDGE SPACER ST. 51E1 4n .: .. GLASS TYPE G1L GLASS TYPE Gti Li .. .. .. ids GLAZING OPTIONS-- .. . .. Ica ... .. .. .. .. .. .. .. .. .. O I No. 64223 qw:... NOTE:. .. %� ST - O .t9q drawl g no.� GLASS. CAPACITIES ON THIS SHEET ARE 20 -03D BASER'AN ASTM E1300-09 (3 SEG.GUSTS); _ GLASS :Sealed:?/24/2020 W U N W OWiy � N N N m A;1+ OI Ill N b, ONI V A !+ Ga A N m� O J A;+ m 4+i• � m H 2 O ma. .' ... ...' .' ... ...'+ -. • N • • o. ® Vl O I :I: I• I I I I' :I, I 'I I I o'o 'o 0 0 l I:.o' o o o o"o ! 'I o 0 0"0 0 0 0� C> �o .. .. V V: V J J V J y� r � •O I I• !•1 I I I ! .II 1 I O.?..N N N I I.N..$� N C to N. b fJ tT .1.'1 in N SR.[n. 0 W b W to G G r, �y V N C b 0 O O 0 0 0 O V K V 0 0 V V 0 0 0 0 0 0 V 0 0 0 0 J O O V J O O J O O Q O J 0 0 V V 0 0 0 0 0 0 J C G C b G b 0 0 0 O C G b O N N lli to N fA Ip 0 o c b e"b b b c o c b o o b b c c c o o b b b b b b b b o b b b b b b b 4 N N �•.m R.{!� N b OI A+ N• N N ID,A V A N' m;N,N N O J+ m N N iD'O ZO yy Smm: : r ;•C . O• a :. N.. .. :. :. to N C �z it Vo 0 0 0�. O b b C..G b C0v+o r •V b bf ^' � -V 'J• V V V V V O 0 0 0 VO J O'O V 0 V V V 0 nn .Ky o 0 0 0' O, 6: b o 0 0 0 _O 0 .o 0 0 0 0 o 0 'O b 'o.:o O 0 O O 0 0 O' 0' b o b O B o b o 0 b o 0 0 b b O b o :[ .N V NV'� Q tn NV N U N N O C N N O N N N L O tT (n G O N O fly b c c N o N N N O {P b b ,u Y. - A a oo z INI'm 0 �. . od'S o Oc��p �: f 14 f o � Z 3$ C._ _ — Eo EEL.-- w� C C �. o 9 :. �^ .. d y 7 11 y z M ~ g _ + erg• .; Q Q ..0 Al... m .. .....FNAAfE HEIOIif ... _.. .....11ltlll N. a oats: of-is-zo fe°'slons.- - —� ,SERIES 450 ALUM. WINDOW WALL SYSTEM (LM.I.) AL-IFAR004CORPORA14014a no ❑ 6 'b escrTTion . . acole:. n a/'cz:zo REV. FEfl'RER C01.1MEN�S 'ECO WINDOW SYSTEMS, LLC. :EntclreEERs&PROD01STotvEL.orr' I • I --- — 9360SUN567'DRIVF SUDE220: .. .. " '0.� :8502 N.W. 80th STREET M"I, FLORIDA33173 (CA h 3Saa) I (� MEDLEY, FL. 33166 • EL.(3o5)26a61oo FAX ar. br•, ?AR,Io . C. o chk. hy: �. TEL:(305) 885-5299 FAX (305).885-5902 ......-._..........._ SRIRE\20-030--ECO O V 'I'A 1 I 1•WAA 1'A '1 ( V g 4 O O N !.x N N N N V. v� C O O .. m o ... q ... ... ...' 3 re 3. C. C. .;a. P. O O I :1 •1, J O O 0 J O o 0�.S V V d'O V O O J V O O' V V O O V V O O V CI O a 0 Z s 1 I I I I I I I I I :1 I I 1 O O'&iVV P' :. !' I• I i' Vp JV tali to VV q N JV A ll. VVVVVV'•'8d�••d Q to W G O. . C O9 O O O O O O. O 0 0 VO OJ PAP V J' 9 0 J 9 9 J 0 0 VV V 0 0 VO J 0 V 0 0 V 0 0 0 0 0 0 O yy b. O b G O O b b O C b •O Cb0i0bC b 'O;,G O G b b 0 0 0 0 b b,b,N tb-4,b-- N Nb.0 b o 0 b d 0 0 0 0 b: b 0 b q b. o b o b o 0 0 0 0 b 0 b 0 0 b 'd b o A W % NNa . FRAME HOW w. T�"L ... .. ... ... ... ... ... F>— ... ... FRAME: H£i .. : .. .. .. .. : .. .. .. .. H .. .. .. .. : .. .. m' 01. r. CCD D GM 3 wo � N .. .. .% OpO.A .. .. .. .. �, 3 �:a0 O O .. ... ... .. ,.. T' C 'O 10 9 C 30 M. 0. CL ... ... ... ... :. 7 Cite C n mi j'Ty.= yr• o nN, ny : AA :� p: O R Ul TOC4, ect.: 0+-15-2o revisions: � ,SERIES 450 ALUM. WINDOW WALL SYSTEM (L.M.I.) AL-!FARO®Q.ICORPORAMON ECO WINDOW, SYSTEMS, LLC.� 'E&{.TDEVELOPAUM 380SUNSIT ORIVE, SUITE 220:a. h: rwio, :8502 N.W. 80th .STREET MIAMhFLOIUDA331T3(cnN 35J8). y MEDLEY, FL. 33166 TEL.-POW264.61" FAV-CJOb726Zb-WM�'885-5299 FAX (305). 885-5902 $TORE\20-030-EGO _ no a e .'b aescnlion'.'—'-- A Od:02.20 REV. vER'RER COMMENT$ :.: TYPI CAL FAL ANCHORS " . .... S CAL ANCHORS 1BY TlPIFOR EESPACING.. '7~ OR SPACING " EDGE DI5T. W NPICAL.SEECHEIO.EV - .. .: .W e's .. STRUCTURES --E-D-C-E-D-IS-f---� DOD BUCKS .... .. FOR SPACING. ' . .... I .. K' I Z . .�,�.. $ �"�EDGE "IST." gg 4 EDGE CI� '• A I �i i i • • ` I .... .. : ' .. : O . .... .. .. .. .. ' . ... TYPICAL ANCHORS .... .0 I q q SEE ELEV. I tt FOR SPACING4 K .. tt g IAMI-DARE COju UNTY .. -• I �" ui 6�i M PR'D MULLION .jl II pl '.'.. .. ... .. .... .. ....• �I" SEE'SEPARATE APPROVAL O I: y i i WLi 12� I f I 1 :.: .. .. .. .: :: .. . TYPICAL ANCHORS :. .. 3LLI I WOOD BUCKS AND METAL STRUCTURE NOT BY 'ECO WINDOWS'" SEE ELEV. 0 F MUST" SUSTAIN LOADS IMPOSED BY .GLAZING : SYSTEM FOR 'SPACING Z. �? co AND "TRANSFER THEM TO THE BUILDING STRUCTURE. �"o n m _ © a �p.m \ TYPICAL ANCHORS: - SEE:ELEV. FOR SPACING z y 1/4" DIA. ULTRACON+ BY•'DEWALT' (Fum164 KSI,.Fy=148:KS1)• - O,NJ INTO 'BY WD00 BUCKS OR WOOD STRUCTURES ,: : PRODUCT REVISED: N �W'� ' 1-1 2-". MIN: PENETRATION INTO WOOD HEAD SiLL JAM95 .. . as complying with:the:Piorida ' J) / c i / ) Code THRU 19Y BUCKS INTO'CONC.OR. BLOCKS � � _ � Building •� - �� - :. � • i� j 1-�1 /4" MIN. EMBED INTO , CONCRETE (HEAD/SILL/JAMBS) ... NOA-NO., 20-0128.02 1=1/4" MIN. EMBED INTO'BLOCKS (JAMBS) Expiration Date:10/0212025 -_= :- ".� D'i ! .... .. .. .. .. .w. o �' 4 I I ,. .• - 1/4 DIA.'ULTRACON+ BY'DEWALT' (Fu=164'K91, Fy=148 KSI) _gy;_ Is�-� 1- Lti�•,_1•: : {'E DIRECTLY INTO CONCRETE OR BLOCKS::: Miami -Dade Product Control e 1-1 4 MIN. EMBED INTO.CONCRETE (HEAD/SILL/JAMBS)_... '" '' �5L i W } ' ,- ., 1-1/4" MIN. EMBED"INTO BLOCKS (JAMBS) # '14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I i i - U APPROVED. MULLIONS i } INTO MIAMI DADE COUNTY VED M N c l n INTO METAU STRUCTURES (HEAD/SILL/JAMBS) . - . " _ 2. METALTHICKNESS:.. - - "Lo.Q (3) THREADS IN. TO "BEYOND IN , • ,lo ALUMINUM: 1 8 THK.. MIN EXTEND:( 063-T5 M .) © / STEEL: 1/8" THK. MIN.:{Fy 636;KSI MIN.) ```�QYttlF�t .. (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED 'OR. PAINTED) ��'`�'''�� ;. •U: TYPICAL: EDGE. DISTANCE - .. .. .. . -- _ - - / MIN. _ .. n 0 CONCRETE AND BLOCKS. -.2 1 2"' .... .. .. .. .. .. ..q INTO WOOD STRUCTURE - 1":MIN. " � ^"-- .� "� - " � - "" �" � �• INTO METAL STRUCTUR$•=:3/4 N. _ � "� � �� �� � �C� o Mi I- :. TYPICAL ANCHORS • ' .. .. . " `5 �` :•., ST = CtB� i drowi0g. , no. SEE ELEV. EDGE:D157: I WOOD AT HEAD,. SILL OR JAMBS SG = 0.55 MIN:. FOR SPACING "" - CONCRETE AT HEAD; SILL OR JAMBS f'c:-- 3000 PSI. MIN. - �i�'�_�h • ����` 2Q-03D C-90 GRObf FILLED BLOCK AT JAMBS f'm =- 40DD PSI MIN. - SE:aled: 7/24/2020 1.1 �� • eet 5 8 sh���� of 1/4-20 INC 142 .:LW WITH NUT MULLION REINFORCING CH I . SECURED JAMB AS REDD. .. 1/4« MAX. T E EY :ORS p� o 8 Q - AT 12° 0.C: E 5 'V .:.: .. .. .. TYP. 7A i FOR SHEET .. . ` .. .. .. .. . . ' ..1 " SHIM. • 2. .... �. .... o . N .. o .. 3 3 •• v t1 TYPICAL ANCHORS . - - - ' t.U ELEVFOR SPAONJ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ SEETYP:ELEV. RS;;028Y WOOD BUCK.' : FOR ca ....... OWOOD STRUCTURE .. . EXTERIOR BRACINGWOOD D.L. OPG.D.L; OPG. aCK 1/d° MAX. .. FRAME WIDTH 1/4".MAX..SHIMF w m .. .. .. .:.: .. .. .. .. .. .. ..MAX .. t (n .. .. .. .. .. .. ... .. SHIM 1 4 TYPICAL ANCHORS .: .. .: .; SEE ELEV.� " FOR SPACINof G f p - - - - UNSECURED JAMB �O .. .. .: .. .: .. .. .. ... .., .. METAL a.• .. : ' . .... .. : ' .. . ' . .... .. .. .. .. TYPICAL' ANCHORS U. o yy STRU TU E J /. ..SEE ELEV. W. W . .: . .: .. .: .. .. .. OR SPACINGN P. ap F 3 .. .. .. .. .. .. ley m q WOOL) BUCK MAX. FRAME CAP - MAX. ' . MULLION RE00 REINFORCING.. .. .. j . u . . .. .. .. .. .. • .._. _.._.._.._.. _.._.. HQGHT MIN. Ate.. .. ..O ' • SEE SHEET 4 - FOR: BB• 5/16 5/4- .: ------ .. I-=-----------1 PRODUCT REVISED .. .'120":. 3%B• 3/4° I 'APPROVED - u n . .. : . /i LARGE MISSILE IMPACT RESISTANT :DOOR 1 as complying'with the. Florida - a - — .... .. .... .. .. � Building Code: :: .. .. z OA-N -� I N o. 20-0128.02.. DOWSIL Viso '. . ... e i Expire e:10/0212025. ' d D DEPTH = 1/4—MIN.­ MIN y ° MIN & MAX. .. .. .. ---- ... _ By_— O at .. .L o 0 Expiration GAP I :FRAME WIDTH -c______�__ i I D t. M am - a Control 11111111t .. 0 ,BELOW I .. .. .. .. e Product o '� LLII NOTE'. .. '�_�_____--fir- -1 ''' .: ': � '.aCENS�c• ,� a. :�; ' MAX MOVEMENT CONSIDERED=100R STRETCH.':: .. .. ." .. , L.i .- 1 .. .. �� .. / .n PLEASE REFER TO SEALAfMR.MANUFACTURER'S DATA' AND' APPLICATION. ' " 1 NO. 81223 r �'Y • ^' EXTERIOR 3 MANUAL FOR COMPATABILTTY. OF SEALANT'TO SUBSTRATE & WINDOWAL'� ' D.L OPG. _ , w • ={,Y I• .;{,} = v q ,t MATERdAL/FINISH AND COMPLIANCE FOR 'WARRANTY. ' .. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ' . O •' _ RO FOR -DESGN LOAD CAPACITY OF �•.•. ST �� dmwing.. n0. ALTERNATE SEAtANTS,AT JAMB GAPS CAN BE.DESIGNED, BY. SEESEPARATEAPP VAL R ,1 L ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. DOORS AND DOOR ANCHORS.' - �`• • O • •• 20-03D GAPS LESS THAN 1/4° MAY BE DESIGNED BY'ENGINEEROF-RECORD BY � � �� -� �- � -:.: :.' LOWER VALUES FROM DOORS. APPROVAL -OR. WINDOW WALL Sealed: 7/24/2020 • THE USE OF BOND BREAKER TAPE OR 152 OF GAP ALLOWED MOVEMENT. MKM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. / /!• sett `\A Sheet6 of 8• fTELf NOXPART NUMDER QUANTITY DESCRIPTION " :: MATERIAL '-::UANF./SUPPLIER/RENIARKS " A 451 . AS REOD. FRAME HEAD/SILL/JAMB/MULLION,- " 2 452 .AS REDD. SNAP -IN MATE - .,6063-TB ' .3 UW-404 AS, REDD, GLAZING BEAD _ BOBS T.6 - 3A , :E458 - AS REQD. GLAZING BPAD ; 6063-TB 4 �;.; 464 AS REQD. DOOR• FRAME- JAMS ... . ... . 6063-T6 - 5 453 ' - AS REQD. SHEAR:CUP. 3-3/4" LONG AT JAMB ANCHORS . ' . 6063-TS 5A 453 ' AS REQD. SHEAR- CLIP, FULL LENGTH . - : 6063-70 58 453 :AS REQD.. SHEAR CLIP, LENGTH VARIES TO'COVER. ANCHOR SPACINGS ::6063-TB -... '6 .... - .. AS REQD. STIFFENER.W. .. .. - . .... . ' GALV. STEEL - .. . 7,: ! ifWt-400. AS REQD. GLAZING GASKET NEOPRENE.; -. OUROMETER 55t5 SHORE A 8 X 1-1/4" 4/ CORNER FRAME;ASSEMBLY SCREWS;;• -•;{PH. §MS • .9 - _ 2/; LITE SETTING BLOCKS AT 1/4 POINTS •(3/16" % T/2' % 2' LONG) .. EPDM jDUROMETER BDt5 SHORE A .10 - : AS REDO, GLASS SPACER SILICONE FRANK LOWE.: . N, a ears: of-i5-20 revision ; ___ SERIES 450 ALUM.WINDOW WALL. SYSTEM (LM.1.) AL-FAROOQ.00RPORATSON .. no n e descn Iron ENGINEERS&PRODUCTOfiVELOPMENT' .. . �ccie:.jje• _• i' a Us:02aR REV. PERER 'RCOMMENTS ECO WINDOW SYSTEMS. LLC. .. .. .. . �' .. .. .. 9360 SUNSET DRIVE. SUI E220: .. .. 8502 N.W. 80th STREET M M4FLORIDA33173 (C-"- 353s) a. br• TnTio': MEDLEY, FL: 33166 miso6lsetewo ... FATc.(30s72e2a9aa TEL :(305) SiORE\0-03_ ECO 2. NOTES HOOD- .(-W/l.) G 'NEGATIVE WINDLIDAD .. (+W/L) = POSMVE-WINDLOAD. 4WWHHEELL NTOWZ- WALL ANGLES MAY BE: WELDED. 70 STEEL JAMB. ..... GUIDE Exl MauNim' SEE SHEET-2 FOR WELbING DETAILS. 3. RATED DESIGN :LOAD *65 PSF 14SADPLATE 4, CURTAIN MATERIAL: ASTM A-653 CS TYPE B.. — — GUIDE MATERIAL ASTM 'A-36 : ' S. ALTERNATE CURTAIN MATERIAL c ' AISI-304 SS. (S'. SHOWN). [� MINIMUM.YIELD.40,000' PSI. ...... 6. CURTAIN KATERIAL, SHALL BE GALVANIZED ACCORDING CURTAIN 30' MAX 1 504 SLIP TO ASTM: A- 525' TO G40 MINIMUM. _ OPENING .7. THE 60OR MUST BE INSTALLED WITH -THE TENSION WHEEL FACING THE INSIDE OF THE BUILDING. CUR TAIN 8, . PINS MUST BE ENGAGD A ENb CHAIN MUST BE HOOKEDEN WH HURRICANE WINDS ARE ANNOUNCED. 9. WIND LOCKS ARE REQUIRED ON EACH.SLAT '. _ _ _ _ B le 18 ��- 9. WINDLDCK MATERIAL: LOW CARBON CASs -STEEL; GRADE 70-48 r. (455-250) PER ASTM .AV. 'MIN TENSILE 70—KSI MIN YIELD I. : . w:N�tootcFl 36—KSL MIN ELONG 27X: BOTTOM —. SEE DETAIL `D': a�_.nertsun t0.'.WINDLOGKS ATTACHED TO EACH SLAT (CONTINUOUS) SEE SHT. 2 BAR DETAIL 2 FOR BOTTOM BAR'' a_g". .. . 11. RIVEL 'SPECIFTCAT10N5: 1/4" DIAMETER: RIVET. MINIMUM 1DO5-LOW—CARBON STEEL WEATHERSTRIP . F-285: 22` MAX WIDTH . F-265 DOOR. SIZE REF SUMMARY o z. 4 1/4 C LBS/FT DOOR HEIGHT' : (E—MDU LOADS (Z=MOD LOADS 20 GA 18 GA 20 GA *+ 18 GA: - REACTION.' 9051 -8873.- 2191 2156 NORMAL " 715 715 " .715: .. 715 PARALLEL 2590' 2542 2590 2542 2 3�4'' :. =ix�xi/s � s'zsziri ;