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HomeMy WebLinkAboutProduct Approvals (2) S MIAMI•DADE FILE ' COPY b1IAM1-DADECOUNTY PRODUCT CONTROL SECTION � 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOU �$ R Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION �� � (786)315-2590 P(786)315-2599 NOTICE OF ACCEPTANCE(NOA) �ZR*DE COMP IANCrw„-.miamidade.eov/econonry ECO Windows Systems,LLC ST. LUCIE COUNTY 8502 NW 80`'Street, P;Occ ��Medley,FL 331666 2J 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 not be valid afterthe expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/orthe AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,themanufacturer will incurthe expense of such testing and the AHJ may immediately revoke, modi fy,, 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 fa i Is to meetthe requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"750"Aluminum Sliding Glass Door w/Reinforcements-S.M.I. APPROVAL DOCUMENT: DrawingNo.18-21D Rev A,titled"Series-750 Alum Sliding.Glass Door(S.M.I.)", sheets 1 through 8 of 8,prepared by Al-Farooq Corporation,datedNOV 18,2020,signed and sealed by Jalal Farooq,P.E.,bearingthe Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 2.Exterior(positive)design pressures are limited to+70 PSF w/2-3/4" sill riser and+47.0 PSF w/2"sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 2. LABELING:Each unit shall bear a pennanent label with the manufacturer's name or logo,city,state and series and following statement:"Miami-Dade County Product Control Approved",noted herein. RENEWAL of thisNOA 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 if there has been a revision or change 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 otherpurposes shall automatically terminatethis 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 s h all be done in its entirety. INSPECTION:A copy of this entireNOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection atthe job site at the request of the Building Official. This NOA revises NOA#19-1022.15 and consists of this page I and evidence page E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MIAMI•DADE 03UNnr NOA No.20-1119.19 S`^G L� Expiration Date: Apri104,2024 Approval Date: January 14,2021 Page I ECO Windows Systems,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED I. Evidence submitted under previous*approval A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 18-21D,titled "Series-750 Alum Sliding Glass Door(S.M.I.)", sheets I through 8 of 8,prepared by Al-Farooq Corporation, dated 01/18/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Load ing per FBC TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL-9831 dated 12/08/2017, signed and sealed by Idalmis Ortega,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2017 (6111 Edition),prepared by Al Farooq Corporation, dated 01/09/18, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTM E-1.300. D. QUALITY ASSURANCE 1. Miami Dade Department of Rep latoty and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, .Inc for"Trosifol": Ultra clear, clear & color PVB glass interlayer, expiring on 07/08/24. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(61h edition)prepared by Al-Farooq Corporation, dated January 09, 2018, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal #17-0580, dated 06/13/17 approved by Ishaq Chanda,P.E. 2. NOA#18-0129.10,issued to Eco Windows Systems,LLC for their Series "750"Aluminum Sliding Glass Door w/Reinforcement—S.M.I.,approved on 04/04/19 and expiring on 04/04/24. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No.20-1119.19 Expiration Date: April 04,2024 Approval Date: January 14,2020 E-1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 1.New Evidence submitted DRAWINGS 1. Drawing No. 18-21D Rev A, titled"Series 750 Alum Sliding. Glass Door(S.M.I.)", sheets 1 through 8 of 8, prepared by Al-Farooq Corporation, dated NOV 18,2020, signed and sealed by Jalal Farooq, P.E. TESTS 1. None. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2020 (71h Edition), prepared by Al Farooq Corporation, dated Nov 18,2020,signed and sealed by Jalal Farooq,P.E. 2. Glazing complies w/ASTME-1300-02,-04-09&-16. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America,Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. STATEMENTS 1. Statement letter of conformance to FBC 2020(7th Edition) and letter of no financial interest, prepared by AI Farooq Corporation, dated I I/18/20,signed and sealed by Jalal Farooq, P.E. 2. Lab compliance as part of the above referenced test report. OTHER 1. This NOA revises NOA#194022.15,expiring 04/04/24. Ishaq I.Chanda, P.E. Product Control Unit Supervisor NOA No.20-1119.19 Expiration Date: April 04,2024 Approval Date: January 14,2020 E-2 o U 3/16'TEMP.GLASS M� o 3/16-HEAT STREN'D GLASS 3/8'AIR SPACE m rT+ m 090'Interlayer 3/16-HEAT STREN'D GLASS C W Trosifol PVB 090' Interlayer f" merica. Inc. a dT By'Kuraray A ' f a I Trosifol PVB Q By 'Kurcroy Americo,Inc-' 0 C 3/16'HEAT STREN'D GLASS 0 N ca 3/16-HEAT STREMD GLASS IL N O G'w z vouiei cf 0�17 0 a w ! 23i II \` < ut 23 ii ii ii \� Q a O C ti n / M li ii 26 v ii ii 2e W Uti )E SILICONE SILICONE DOWSIL 791 it �i ii DOWSIL 791 Q 2 N o W JZME� QWM /CARDINAL XL 29 29 � EDGE SPACER ST.STEEL c GLASS TYPE 'A' GLASS TYPE 'AI' � U J v 7/16-OVERALL LAM.GLASS 1'OVERALL INSUL LAM.GLASS Q J m 0 o GLAZING OPTIONS W N N,a N ZE p o�� ❑ao PRODUCT REVISED �, ?3 m THESE.DOORS ARE RATED FOR SMALL MISSILE IMPACT. as comply Building Code y ing with the Florida i 3 Z F.B.C.APPROVED IMPACT RESISTANT SHUTTERS NOA-No. 20-1119.19 O N o REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. ZE "' U u�i w SHUTTERS NOT REDD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. Expiration Date 04I04I2024 '" Lrl CO By 15G-71 Miami-Dade Product Control SERIES-750 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 2 o REQUIREMENTS:OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA - BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).. U Nd 1BY OR2BY'WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE DESIGNED+AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS T0.THE BUILDING STRUCTURE. DOOR LAMINATED GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSUL. LAM. GLASS m r TONS.SPECIFIED EMBEDMENT TO BASE A SMALL MISSILE IMPACT AND INSTALLED PER MANUF'S INSTRUC MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. '� o A LOAD DURATION INCREASE IS.USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ~s O E ``V711111111lfrr7 c ALL SHIMS:TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS.INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT s o- !���':'�1Cl.NSF'••, : m 'T COME INTO CONTACT WITH:OTHER DISSIMILAR MATERIALS SHALL MEET THE L REQUIREMENTS.OF THE.2017/2020,FLORIDA BLDG. CODE&ADOPTED STANDARDS $. 2 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY Nov qpq •Ir $ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR. i9 8 LIALO -� �= v 6 OX(SHOWN) WATER INFILTRATION,RESISTANCE ETC.. XO ._ of �(/� drowing no. CONDITIONS NOT SHOWN IN THIS.DRAWING ARE TO BE ANALYZED SEPARATELY, i F[OFt101�.= �� 1 8-21 D AND,TO,BE.REVIEWED BY BUILDING OFFICIAL. DESIGN'LOADS.SHOWN ARE BASED ON'ALLOWABLE STRESS DESIGN(ASD)'. APPROVED CONFIGURATION �®�Vt�1 S 'r fMfrnL1111 sheet 1 of 8 4 3/8" CLUSTER OF 4 3/8" CLUSTER OF w 5"MAX 12 1/2' Typ, /-A ANCHORS 5• AD 12M 1/2' TMP' AT INTERLOCK ENDS ANCHORS o MAX /// AT INTERLOCK ENDS HEAD CORNERS HEADHEAD _ CORNERS HEAD _ Z m 108" ,/ Q a .6 a DOOR FRAME WIDTH �d• DOOR FRAME WIDTH 1yA/e d at �"m 0 Y O G'n m >m gm g.-L.e S ao .+ I I I Ir p N N¢ m D ii ii D :1 m a u n- S e x ;e II yl e W a jl II w n , O II II o f m 00 m __=It_==-1__-_ Uj --�I -- Ir--- - /--ir H r-- � W 1 n LLI I li 6EnIns N I; ;I 0 0"1 B ` CO N N Z t 47 3/4' 47 3/4' m FALSE MUNTIN = ^ 3 Z '� OPTIONAL D.L.OPG. D.L.OPG. o y 7 n V N J rn 54 7/8' w O o.w 41 3/4' 41 3/4' m w PANEL WIDTH 54 7/8' N W co m FALSE MUNTIN D.L. OPG. D.L OPG. � OPTIONAL v PANEL WIDTH 48 7/8- PANEL WIDTH 48 7/8- k. 1 PANEL WIDTH 12 1/2" 5' MAX. 1 CORNERS SILL ,5��0k PRODUCT REVISED o 0 CLUSTER OF 'C� ee compty11 with the Florida 5" MAX.. •12 1/2'• 6 ANCHORS BulWing Code -o MAX• Non-No. 20.1119.19 SILL SILL ,0 AT INTERLOCK ENDS o n CORNERS 1` e' TYPICAL ELEVATION Expiration Data 04/04/2024 CLUSTER OF' - ISG- f-CF,lam 6 ANCHORS - OX BY 7 AT INTERLOCK ENDS MAXIMUM DESIGN LOAD RATING =t 70.0 PSF Miami-Dade Product Control o TYPICAL ELEVATION (FOR SIZES SHOWN ABOVE OR SMALLER) - 130.0 PSF 2 OX EXTERIOR(+) LOADS SHOWN ABOVE ARE FOR DOORS WITH 2-3/4'SILL HEIGHTS: i�ii tit 1111/// c a FOR 2'SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF �� DOORS WITH 1'SILL HEIGHTS ARE NOT APPROVED FOR WATER INFILTRATION RESISTANCE ���:•�CEN$F � I �•r SEE SHEET 3 FOR DETAILS m o No 2 DAYUTE OPENING&WIDTHS: PANEL WIDTH - 7.125" NOTE: GLASS CAPACITIES ON THIS SHEET ARE �091 8 2023 ����•., STA E � cy, drOwmg`no. DAYLITE OPENING HEIGHT: BASED ON ASTM E1300-09 (3 SEC; GUSTS) , RoR1OP.•' ��°�` 8_2 p ALTERNATE SIZE UNITS: PANEL HEIGHT- 6.50" AND FLORIDA BUILDING COMMISSION' 'ri4 ....... MAX. FRAME AREA OF DOORS NOT TO EXCEED: DECLARATORY STATEMENT DCA05-DEC-219 //gS,OP11Pa1 THE TESTED FRAME AREA OF 64 S0. FT. PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" /1Nniliiii sheet 2.of $ TYPICAL ANCHORS U 0 SEE ELEVS. 1BY OR 2BY WOOD BUCK w F R.SPACING (SEE NOTE SHEET 1) MEfAL • STRUCTURES I-r_________________________�1 N • EDGE DIST.. •8-rfg'.• ".CONCRETE i/g-THK. 11 MIAMI-DADS COUNTY APPR'D MULLION I i Z m n m STAGgERE�'. '•°•' :.•a. "3'KS�t MIN. EDGE 015T. 3-t/B' (SEE SHEET 4) I SEE(SEE SSEE SEPARATE NOA STAGGERED 1 II �'00IL m o 0t; _ r 21 a to � V C'JM \ Opioo 8 QA TYPICAL ANCHORS TYPICAL ANCHORS 0 in pj C 4 SEE ELEVS. SEE ELEVS. 2 J FOR SPACING FOR SPACING Q w N LL c JZ_Oyga II I! I! I! II 10 II II II I! II .-. Ij Ij it it it o it li ji it it v U 3 o -j m it 11 j! 1! j1 i i! !i WEEPHOLES: n N 11 !i W i r t. s I: WI = 1-1/2" LONG NOTCH AT EACH END. ►- pII W2 = 3/16- X 7/8" LONG WEEP NOTCH AT 5" FROM ENDS ? } II II II 11 I1 o N(0 � 1i i li ii li AND 21-1/2" O.C. in W3 = 3/16- X 7/8" LONG WEEP NOTCH AT 3" FROM ENDS 3 0 PRODUCT REVISED AND 22-1/2" O.C. ¢ O CO -1 as complying with the Florida o Z_ m o Building Code 3 a p PILE PADS I t! 1! !! NOA-No. 20-1119.19 `i 3 i ii i! z R i 1! !! : a it 1t 11 FxpiraUan Date 04/04/2024 Pl = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION Opp W r w w 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH y U v1 F By IsC-71-U- W CO r Miami-Dade Product Control P2 = SELF ADHESIVE PILE PAD q Ij ii 1i I ii 1" X 3/8" X 1/4" HIGH it !i !i 11 !I P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN P 1! 1! it li ii 2-1/2" X 1" X 3/8" HIGH � li i! it it ill P4 = OPEN CELL FOAM AT INTERLOCK 23 2" LONG X 1-7/16" WIDE X 7/16" HIGH o II Ii ij 1i Ij LOAD BEARING SHIMS OR _a POURED&_HARDENED HIGH STRENGTH GROUT 13 m 78 NON-SHRINK; NON-MELLI TAC f'c 9000 PSI MIN. 6 2_ c v N a 21 P4 .0 o q W3 F'••'rrr�'/'i me - W2 LSI�N -4 ��:•VCENSF' m .a • SILL WITHOUT RISER LIMfT MAX. LIMB MAX.. No. 2 CONgr CRETE :I�. �I .••p3. NOT APPROVED FOR EXT.(+) LOADS EXT.(+) LOADS 3 K�W OpIN WATER INFILTRATION RESISTANCE TO 47.0 PSF TO 70.0 PSF Iq1N�y pryry nqq s \� EDG DI T. W7 LaVV O G�Sd •({/� " WATER RESISTANCE XT. .O <4 drawing no. SILL HEIGHTS VS TE RES E E (}� LOAD � • STAGGERED' TYPICAL ANCHORS ? AZOR10?: '[`Sty.... ` pi FOR:SPACING rnnnl v 0 TYPICAL ANCHORS �� a SEE ELEVS. 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'ECO WINDOWS' a FOR SPACING N Z n n m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM EOGE-DIST. I •CONCRETE u5 AND TRANSFER THEM TO THE BUILDING STRUCTURE. ..STAGgEREO'. bnKS! MIN 0 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING D' a Ile a LL - AT HEAD - — — — < N p ti a1 h TYPE 'A'- 1/4" DIA. ULTRAGON+ BY 'DEWALT' (Fu-164 KSI,Fy-148 KSI) O>m p a THRU 1BY OR 2BY BUCKS INTO CONCRETE a x 0 4o c ti 1-1/4"MIN.. EMBED INTO CONCRETE p 13Wp2 I'TYPE 'B'- 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu-164 KSI,Fy-148 KSI I Q W 7I m DIRECTLY INTO CONCRETE z o f 1-3/4 MIN. EMBED TYPE 'C'- ,1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CR5) INTO MIAMI-DAOE COUNTY APPROVED MULLIONS _ OR I - INTO METAL STRUCTURES U O (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE v N ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 2 0 STEEL, 1/8'THK. MIN. (Fy = 36 KSI MIN.) o n (n V L — —(STEEL INCONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — — U12 X U LU —AT SILL. - — — — — — -7 z }o: tn TYPE 'B'- 5/16' DIA. ULTRACON BY 'DEWALT' (Fu-177 KSI,Fy=155 KSI I :3 N0 L — —DIRECTLY INTO CONCRETE — — — — — — 30 c'M 2" MIN. EMBED � � 0°per � PRODUCT REVISED o Z 3i- 2 as complying with the Florida ^ —AT JAMBS- — — — — ' — Building Code v 3 TYPE_'A'-_1/4_"DLA_. ULTRACON_ + BY'DEWALT' (Fu=164-KSI.Fy=148 KSI NOA-No. 20-1119.19 W O N J"00 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I Fxpira0on Date 04/04/2024 W a o By 1-1/2" MIN, PENETRATION INTO WOOD 1�j 1 I._ THRU 1BY BUCKS. INTO CONC. OR BLOCKS MlamFDade Product Control 1-1/4"MIN. EMBED INTO CONC. OR BLOCKS TYPE'B'- ,1,/4' DIA. ULTRACON+ BY 'DEWALT' (Fu-164 KSI,Fy-148 KSI DIRECTLY INTO CONC. OR BLOCKS o 0 1-1/4'-MIN. EMBED INTO CONC. OR BLOCKS .-B TYPE'C'- 1/4' DIA, SELF DRILNG SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS o OR. INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE a ° ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) STEEL:. 1/8"'THK. MIN. (Fy = 36 KSI MIN.). \ \``1T1uLiirrrrrr ' 01 °` L — —(STEEL.IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)`— — - �`$ TYPICAL EDGE DISTANCE INTO CONCRETE AND-BLOCKS = 2'-1/2" MIN.. c INTO:WOOD STRUCTURE= 1" MIN. INTO,METAL STRUCTURE = 3/4 MIN'. Nov O drowing WOOD AT'HEAD OR NBS SG=0.55 MIN. ?!y� 9 no. JA MIN- 009000NCR ETE AT HEAD;, i HOLLOw/FlLLED BLOCK A i AT JAMBS t m—200o PSI MIN. ZONA,,,\ `\ sheet 4 of 8 O PANEL WIDTH �� w TYPICAL ANCHORS MSEE ELEV. o FOR SPACING TYPICAL ANCHORS m OO O TYPICAL ANCHORS SEE ELEVCIN6 ZSEE C P2 D D.L. OPG. FOR SPACING FOR SPACING 7 S Q S Q a la O O.t91 0 o d O to N ...............__..................... ° n ...... ... —____- -____- vows _ Q O>{m7 0 is O dca s 22 ........_. ......... a r 17 6 2BY WO BUCK. y V n INTERLOCK OR - o ODD ST SCTU EE NOTE. EET 1 EXTERIOR 3 �:.z0, g M D.L.O. 3 o P ar y r2 _ UO a . ..i,: PANEL WIDTH _ z }= o In f m 1n l/4'MAX. DOOR FRAME WIDTH 11 �AX' O 05 rl SHIM SHIM 0 10 I PRODUCT REVISED Z 3;u-- m as comply Z ing with the Florida } OBuilding Code N 3 w n E NOA-to. 20-1119.19 O TYPICAL ANCHORS Expiration Data 04/041202 W w: SEE ELEV. By ILA-Z P Ll sk FOR SPACING AND QUANTITY Miami-Dade Product Control cn 00 Li w _ m � METAL c o STRUCTURE 2 El J \( 3 27 D.L.Oc ^ NO I : PANEL WIDTH NOV � .�• c g. T a'MAX 10 •:(yam drawingv no. /SHIM. DOOR WIDTH! %�S•••�ORIO�`, •®\�,� 18-21 D �777Si���Al������ sheet 5 Of 8 ITEM 6 PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E701 1. 'FRAME HEAD(2 TRACK) 6005-T5 - M W c 2 E702 t FRAME SILL(2 TRACK) 6005-T5 - �+ 3 E703 2 FRAME JAMB (2 TRACK) 6063-TS - Z m m 4 E704 2/PANEL PANEL.TOP AND BOTTOM RAIL 6063-T6 - 5 E705 AS ROD.. PANEL LOCK-STILE 6063-T6 - Q 2 Q 6 E730 AS REDD. -PANEL H.D.OUTER INTERLOCK. 6063-T6 - - �CL 7 E707 AS REDD. PANEL INNER INTERLOCK 6063-TS W y u 10 ECL 710 AS REDD. GLAZING BEAD 7/16'LAMINATED GLASS 6063-T6 -- O C LL it E711 AS REDD. GLAZING BEAD 1'INSULATED GLASS 6063-T6 - 13 E713 AS REDD. 2'SILL RISER 6063-T6 - v p 14 E714 AS REDD. '2-3/4'SILL RISER 6063-T6 - C R C< p 15 E715 AS REDD. FIXED PANEL CUP(CONTINUOUS) 6063-TG - Q a O G S 17 E717 AS REDD. INTERLOCK STIFFENER.(FULL PANEL LENGTH) 6063-T6 - 18 #10 X 3/4-HWH SMS AS REDO. FRAME ASSY.SCREWS ST.STEEL - y IBA #10 X 1-FH SMS AS REDD. PANEL ASSY.SCREWS ST.STEEL - J a Q J 19 08 X 1/2'PH SMS 2/CUP FIXED PANEL CUP SCREWS ST.STEEL AT 3'FROM ENDS & 16'O.C. Q W M0 20 #10 X 1-1/4-PH SMS 1/ROLLER ROLLER INST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REDD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL.190 HIGH BY ULTRAFAS 22 E235 AS REDD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB = o 23 E203 AS REDD, GLAZING BEAD BULB SANTOPRENE ULTRAFAB,DUROMETER 65*5 24 PR03-6005 2/MOV.PANEL TANDEM NYLON WHEELS IN ST.STEEL HOUSING - INTERLOCK(1/2-MTG.SPACER REDD.) p J m 25 E718 2/PANEL FIXED PANEL SKATE DELRINf - N 26 #8 X 1/2'PH SMS 2/CUP FIXED PANEL SKATE INST.SCREWS ST.STEEL rn M 27 - AS REDD_ 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK LLI 28 AS REDD. BUMPON SPACER SILICONE BY FRANK LOWE co (1 w 78 29 AS REDD. .SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 6035 SHORE A z ::3 �Eto O00 n ❑� PRODUCT REVISED 3 L m a5 complying with the Florida SEALANT: Building Code y '�Z ALL JOINTS AND FRAME CONNECTIONS SEALED WITH NOA-No. 20-1119.19 w V w WHITE/ALUMINUM COLORED SILICONE_ Expiration Data 04/04/2024 W Ln By 15u 7I.Z4,, MIamF-Dade Product Control .6 Oo m n �N o a a No. = I 8 :SOU 1 8 =�_ " �® OF [{/� drawings no. '77Yf .t�Y` sheet 6 of 8 3.562 3.562� � U �5:059� w wH 1- Z w 1.372 ,937 .045 .937 .050 1.027 h'9 1.129 .07H 1.BZ4 1.648 2.105 .078 1.648 .II 062 j O6Z F Q a e a F--1.252--i L1.252� 0 O O�•o 1.998 1.998 •094 CL�I yryI U 2.625 Lm CI� 2.625 GLAZING BEAD GLAZING BEAD G'w n 10 1'INSUL LAM.GLASS T1 16'LAM. GLASS V O 7/ W O FRAME HEAD OO PANEL LOCK STILE a S e o Q PANEL INNER INTERLOCK � 1,471 qT I^-1.144 3.562 .210 Z O .062 .210 .068 j t7 tOp Q.J .068 Qwc�if�° 1.99E 2.687 3.250 .104 7.823 2.716 1.937 2.J73 .078 2.259 1.047 1.047 ti -j o J m 5.532 � N 1 998 vi 1.823 166 2 625 094 13 2- SILL RISER 14 2-3/4' SILL RISER 3 LU .062 O4 PANEL 70P & BOTTOM RAIL O PANEL OUTER INTERLOCK z }LU o �(n N m 2.248 = O 0 M n .915 .125 !] J in PRODUCT REVISED .357 as complying with the Florida 3 Z .149 Building Code va .062, 1.494 ,078 NOA-No. 20-1119.19 O p v O FRAME JAMB 1.540--I Fapiratlon Date 04/04/2024 '" W Go M .125 By Is+.-7I.Ll,...1,. Mlaml-Dade Product Control 1.998 2.067 is FIX. PANEL CLIP T 77 INTERLOCK STIFFENER c N t.134 1.022 2 o �B 078 I m 5.274 -II O FRAME SILL � eN o a e No. mov �Q (t/� drawingano.. �777�Wim 1" sheet 7 of 8 m rn O O \ z a r �a30 m eF p z m �.' c A ;C _ m na A m c e \ff1111111/y O '�P r a 0a a aQI,; revisions: nc SERIES-750 ALUM SLIpING GLASS DOOR (S.M.L) AL-FAROOQ CORPORATION A NGINEERS&PRODUCT DEVELOP EA 1L05.20 UPDATED TD 2070 F@C ECO WINDOW SYSTEMS, LLC. MENT 9380 SUNSET DRIVE,SURE 220 cr.Dy: TA@w TEL(305)264-8100 FAIL(305)28289788502 N.W. 80th STREET MIAMI,FLORIDA 33173 (C.A,N. 3538)MEDLEY• FL. 33166 tb ° ckk.Ey; TEL.(305)885-5299 FAX (305)885-5902 COMP-ANL\18-21D-ECD