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HomeMy WebLinkAboutProduct Approval NOV 13 2019 r, MIAMI•DADE MIAMI-DADE COUNTY, ST. Lucie County,-Permitti6P DUCT CONTROL SECTION 11805 SW 26 Street,Room 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.miamidad_e.s6v/economv International Impact Building Products,LLC 5900 Australian Avenue,Suite#300 West Palm Beach,FL 33407 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,Courity and'other areas where allowed'bythe Authority Having Jurisdiction(AHJ). This NOA shall-not 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 County) reserve the right to have this product,or material tested,fort 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 foals to meet the requirements of the applicable building.code. This product is approved a"described herein;and has been designed'to comply with the Florida Building Code,including the High Velocity Hurricane Zone: DESCRIPTION: Series"Titan 90".Aluminum'Sliding Glass Door w/reinforcements-Impact APPROVAL DOCUMENT:Drawing No.W11-47 Rev D,,titled"Series Titan 90 Alum Sliding Glass Door (L.M.I.)",sheets 1 through 7 of 7,prepared by AL-Farooq Corporation,dated 08/22/11 and'last revised on MAR 27,2018,signed and sealed by Javad Ahmad,P.E.,b'earing'the 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:Large and Small Missile Impact Resistant Limitations: 1. The frame area of alternate size unit shall not exceed the frame area of the tested approved unit per FBC . 2411.3.2.4(i)(1).The.panel height also must not exceed. LABELING:Each unit shall bear a permanent label with the manufacturer's name or-logo,city,state,and r series and following statement: 'Miami-Dade County,;Product Control Approved'.',noted herein. RENEWAL of this NOA shall be,considered after a renewal application has been filed,andther been no change in the applicable building code negatively affecting the performance of this pr e i TERNIIINATION of this NOA will occur after the expiration date or if there h a i ' ange in the materials,use,and/or manufacture of the,product or process.Misuse of this S. nt of i any product,for sales',advertising or any.other purposes shall automati� �n h to comply with any section of this NOA'shall be cause for termination andurly, ADVERTISEMENT: The NOA number preceded by the words i d followed by the expiration:date maybe displayed in advertising literature. If anv rti n - A i displayed,then it shall be done'in its entirety. INSPECTION:A copy of this;entire.NOA shall be provided to,the user by the man ufa tur r or its distributors and shall be available for inspection at the job site at the request of the Buil_ g Official. This NOA revises& renews NOA#14-0624.22 and consists of this page 1 and eviderice'pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.18-0412.01 MIAMMADE COUNTY Expiration Date: July 01,2024 - Approval Date: June 28,2018 Page 1 International Impact Building Products,LLC " NOTICE OF ACCEPTANCE: EVIDENCE'SUBMITTED 1. - Evidence submitted under previous approvals A. DRAWINGS (submitted under files#11-0923.01/#09-0127.14) 1. Manufacturer's die drawings and sections. 2. Drawing No.Wll-47 Rev C,titled"Series Titan 90 Alum Sliding Glass Door(L.M.I.)",sheets 1 through 7 of 7,prepared by AL-Farooq Corporation,dated 08/22/11 and last revised on AUG 12, 2014,signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under files#11-0923.01/#09-0127.14) , 1. Test reports on 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure-Test,Loading per TAS 202=94 3)Water Resistance•Test,per TAS 202-94. 4)Forced Entry Test per'FBC 2411.3.2.1 and TAS202=94. 5) Large'Missile Impact Test;per TAS 201=94' 6) Cyclic Wind Pressure Loading,per TAS 203-94 Along with marked-up drawings ,and installation diagram of an aluminum sliding glass door, prepared by.Hurricane Testing Laboratories,Test Report No. HTL-0171-0713.07,-dated 08-61- 2008, signed and sealed by Vinu Abraham,P.E. 2. Additional OXO sliding Glass Door test report No.HTL-0171-106-07,dated 03-16-07 per TAS 201,202 and 203-94, signed,and sealed by Vinu Abraham,.P.E.,issued to Plaza.Door Co (Now known as International Impact Products,,LLC). C. CALCULATIONS (submitted under files 411-0923.010. L Anchor verification calculations and structural analysis,complying with FBC-2007,prepared by Al Farooq Corporation, dated 09/20/11 and last revised on OCT25,2011, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02;04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources; RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02'issued to E.I. DuPont DeNemours&Co.,Inc:-for the "DuPont Sentry-Glass interlayer®",`expiring on 01/14/17: F. STATEMENTS '1 ' Statement letter`dated•06/24/14, compliauce-to FBC2014 (5th edition)and No financial interest,prepared'by Al Farooq Corporation, signed and sealed by-Javad-Ahmad,P.E. _ 2.. Statement letter dated 11/16/1 l.compliance to FBC2010,prepared by Al Farooq.Corporation, signed and sealed by Javad Ahmad,P.E. (submitted under files##11-0923.01) 3. Statement letter dated 04/09/09;issued�by Plaza Doors of all assets sold to Impact Building Products,'signed by Roy•Elwell,president Plaza Door(original in file#09-0127.14) 4. Statement letter dated 04/09/09, issued by Impact Building Products of all assets purchased from Plaza Doors, signed by Michael Fry,Managing Partner,International Impact Building 'Products(original in file#09=0127.14)' 5. Laboratory compliance, as'a part of above test reports. Ishaq I.Chanda,P.E. Product Control Examiner NOA No:18-0412.01 Expiration,Date:.July 01,2024 Approval Date: June 28,2018 E-1 i In"ternatibnal Impact Building Products,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED_ G. - OTHER 1. This NOA revises& renews NOA#11-0923.01,expiring 07/01/18. 2. Bill of-Sales Assignment and Loan Purchase agreement between National City Bank and International Impact Building Products. 2. Neve Evidence-submitted. A. DRAWINGS 1. Drawing No.W1147 Rev D,titled"Series Titan 90 Alum Sliding Glass Door(L.M.I.)", sheets 1 through 7 of 7,prepared by AL-Farooq Corporation, dated 08/22/11 and last revised on MAR 27, 2018, signed and sealed by Javad Ahmad,P.E.. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2017 (61' Edition),prepared by Al Farooq Corporation, dated MAR 27,2018, signed and sealed by JavadAhmad,P.E. D. :QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1'. Notice of Acceptance No. 17- issued to Kuraray America, Inc. (former E.I. DuPont De Nemours&Co.,Inc.)for"Kuraray Sentry Glass interlayer®", expiring on 07/04/23. F., STATEMENTS 1. Statement letter of conformance-to FBC 6th Edition(2017) and of no financial interest, prepared by Al Farooq Corporation,dated 01/26/18,signed and sealed by Javad Ahmad,P.E. 2. Statement of lab compliance, as part of test report.' G. OTHER 1. This NOA revises&renews NOA#14-0624.22, expiring 07/01/24. f I t i t - t hhaq I.Chanda,P.E. Product Control Examiner i NOA No.18-0412.01 Expiration Date: July 01,2024"...: Approval Date: June 28,2018 DESIGN LOADCAPACITY - PSF 208 11/18' f a AVC.RAND. PANEL MM. DOOR FRAME WIDTH WIDTH HEICHf ANCHORS IN PAIRS wplE WCHIM E%T.(+) IM.(-) 6'MA%. 20' MA%. AT HEAD/SILL/JAMBS 3' 6' 3'- 3 36 90.0 90.0 CORNERS HEA 0 CERS D/SILL A A H�/MSAI%LL O � 42 90. 90.0 F 1 48 96 90.0. 90.0 Iq F ¢ 7 52 90.0.' 90.0 _ 0 s qpq u 54 86.7 86.7 i I 0. N 60 78.0 78.0 II _ 1p.p 36 90.0 90.0 I I 0 y n 42 90.0 90.0 ---�H-___ C)D � 48 - 102 90.0 90.0 -----_P-- - F O O Q 52 90.0 90.0 N G 54 86.7 86.7 60 ,78.0 78.06 I� {L z'^-�° 36 90.0 90.0 42 90.0 90.0 48 toe 90.0 90.0 52 90.0 90.0 54 86.7 66.7 a d ^p =_ _====I7=====___- _ 90.0 90.0 _I36 m 42 90.0 90.0 ^ X4 \= 48 114 90.0 90.0 52 90.0 90.0 -------- 54 - C✓> CV $� ai9o-_- �'�ao lifI 36 90.0 90.0 11 m 42 120 90.D 90.0 It - - - _ �j l 48 90.0 90.0 �� - - '- - ¢00 zzav� 52 90.0 90.0 DOOR HEIGHT AND WIDTH SIZE MUST COMPLY II iD EGRESS REQUIREMENTS PER FBG. It - F 0. �Nlc _ � O FALSE MUNTIN - x m OPTIONAL 47 1/8' 47 1/8' •w a� D.L. OPG. 'D.L.OPG. `� v SERIES 'TITAN 90' ALUMINUM SLIDING GLASS DOORucrE:stn a 53 3/4' ith the DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART c $ SHOWN ABOVE. PANEL WIDTH - 53 3/4' ildMet Ha 1��pt ..ol ° o e o PANEL WIDTH .TTYPICAL ELEVATION Aon �1e yj2ozy- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - ~ REQUIREMENTS OF THE 2017 (6TH EDTOON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DAYLITE OPENINGS: - - - 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE D.L.O. HEIGHT PANEL HEIGHT - 7.000" - - DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS D.L.O. WIDTH = PANEL WIDTH•- 6:625" TO THE BUILDING STRUCTURE. bOOR FRAME HEIGHT = PANEL HEIGHT + 1.250` LAMINATED GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS LARGE MISSILE•.IMPACT AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE BEYOND LL MATERIAL DURATION INCREASE IS USED DRESSING SIGN OFUANCHORS INTO WOOD ONLY. `````7111 .��. THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. `� �, ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. - SHUTTERS ARE NOT REQUIRED. MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS,THAT _ _ �_ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE - - _ a•70592 y A REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. - Y} =_ o $ 5 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOTE: -'0 . ' i " - °}t' O FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY _ GLASS CAPACITIES ON-THIS SHEET ARE '• ` P 'O STATE OF drawing no. OF WATER NfTTLE RE RESISTANCE NOTHISPRODUCT AND SEALING AROUND OPENING FOR BASED ON ASTM E1300-09 (3 SEC. GUSTS) '% FCORIDP ��`.� AND FLORIDA BUILDING COMMISSION i aS W1 1-47 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, DECLARATORY STATEMENT DCA05-DEC-219 �/SYONAL AND TO BE REVIEWED BY BUILDING OFFICIAL. ' r/ttI11111t11A ` sheet 1 of 7 J -. -MAX.KDOOR FRAME HT. MAX. ODOR FRAME HT. 7(� MAX. DOOR FRAME HT. 0 XO O F\\\ m o m \\\\ O D D x x X X O \\\ c O O O �\\ rn X O X A 1 W W 4 ' A A cm r9 ' J m z C r� m z m a pz� • 0 �F xz N;D r� p 7 _ revistons: smiEs'TRAN 9D'ALUM SUDINC GLASS DOOR(LM.1.) AL-FAROOQ CORPORATION a u no o e - escn ion — - EN IMPACT BUILDING PRODUCTS, LLC GINEERS&PRODUCT DEVELOPMENT 1 seola ,A,1a.24.1t _;.REV.PER enc COMMENTS INTERNATIONAL 9360 SUNSET DR fVE SUITE 220 .8 06.23.14 NO,CHANGE THIS SHEET d/b/0 PLAZA DOOR- N MIAMI,FLORIDA 33173 .(C.A.N. 9538) 0 �, dr.br- rAR10 c.0.tz1 , REV.PER RER COMMENTSolENls 5900 AUSTRALIAN.AV E. SUITE$3 0 0 1.31.1 8 ur114TEG TO WEST PALM BEACH, FL TEL.-(305)264-BSAO FAX(30S)262-6978 TEL(561)578-5450 FAX..(561)578-5460 COMP-ANL W11-47PD _BILL.OF.MATERWS(B.O.M.) (�_ a - -- -- ITEM PART 9 QUANTITY DFSC177PTTON MATFJUAL MANF./SUPPLIER/REMARFCS M V 1 1 PDC-009 1 FRAME HEAD 6063-76 - - .�m 3 2 PDC-012 1 FRAME SILL 6063-T6 - O y.tt�pp, 3 PDC-010 2 FRAME JAMB 6063-T6 - 4 PDC-058 1/PANEL PANEL 70P RAIL 6063-T6 - Q .d 2 5 PDC-059 1/PANEL PANEL BOTTOM RAIL 6063-76 - a toV 6 c0i 6 PDC-060 1/PANEL JAMB/LOCK STILE 6063-T6 - .a �tWuV 7 PDC-061 1/PANEL INTERLOCK STILE 6063-T6 B PDC-002 AS REDD. ASTRAGAL STILE 6063-T6 - C t N n 10 PDC-022 AS REDD. SCREEN ASTRAGAL6083-T6 - CO& 11 PDC-041 AS READ. HAND RAIL 6063-76 - a m o° 4ClG ., 12 PDC-062 1/PANEL INTERLOCK STILE REINFORCEMENT.LENGTH=PANEL Hi. - 18' 6063-T6 - Q_ - C +v 13 PDC-092 2/PANEL INTERLOCK REINFORCEMENT, 12•LONG 6083-T6 - Q;C 2 O q 14 PDC-093 1/PANEL STILE REINFORCEMENT,LENGTH-PANEL HT.- 18' 6063-T6 - 15 PDC-085 1 HI-RISE ADAPTER 6063-T6 - - LL LL 0 m 16 2-270-0 AS REDD. GLAZING GASKET(X-1842) FLEXIBLE PVC CENTRAL PLASTICS Q'w m S 17 3-310-0 2/MOV. PANEL ADJUSTABLE ROLLER ASSEMBLY - IIBP 0 ALUMINUM'HOUSING,DELRIN TIRE,.SL_STEEL.BEARING 18 2-322-0 - DEADLOCK 01847-02 SS ADAMS RITE m v N 19 2-351-0 - LOCK.ESCVTCHEON 0443D - ADAMS RITE - yyygfff ' 20 3-001-0 _ - - LOCK KEEPER - IIBP g O 21 3-008-0 - TRACK RAIN PAN - _ - - IIBP � ^- 22 3-009-0 - H.P.WEATHER TAB - 'IIBP -23 2-400-0 AS RECD. .270 WIDE POLY-BOND FlNSEAL BPB-8425-2211-0 - - SCHLEGAL z o 9 �n� - 24 2-402-0 AS READ. .270 WIDE POLY-BOND WOOLPILE 8P8-7525-6011-6 - SCHLEGEL N m � '25 2-407-0 AS REOD. .270 WIDE POLY-BOND FlNSEAL H(PB-7531-6011-2 - SCHLECAL - - 26 2-222-0 AS REOD. BULB W STRIPPING(EV-277) - CENTRAL PLASTICS O a=a 27 2-025-0 - 010-24 X 1/4'PFH UC SMS - AT 2'FROM ENDS& 14'D.C. 30 2-010-0 - #12 X 1-1/4'PPH SS SMS - 1 PER DOOR ROLLER 31 2-040-0 - 1#8 X 1'FH SMS - 2 PER 12'REINF.BAR F N 32 2-007-0 - #14 X 1-1/4'PH SMS - 2 PER DOOR PANEL CORNERS 33 2-019'-0 - #8 X 1/2' PH SMS - n,�o J AT 3'FROM ENDS& 18'O.C. �"1 N 3-j 1/4'HEAT STREN'0 GLASS 34 2-069-0 - #8 X 1-1/4'SMS - AT 3'FROM ENDS& 18'O.C. z 35 2-D27-0• - X10% 1-1/4'MS TYPE F FH AT 6'FROM ENDS& 12'O.C. .090'Interlayer - 36 2-042-0 - 88 X 3/4'PH SMS AT 6'FROM ENDS& 18'O.C. SentryGl6s 39 •2-027-0 1. X70% 1-1 4'MS TYPE F FH By'Kuraray America, Inc.' / - (1)AT 9'FROM BOTTOM G 1/4'HEAT STREN'D GLASS a5 • - - - �alesluclr®Lsvr�ie� -��g o ' m _ dLzLfy z rn tlNiate` 0yli.0( 16 •- m 1 N � "U ,FA D m " - II I m A""R2 WRAP OUN AROUND CORNERGIST JOINTS SEALED WITH - 1 '' O W SONOBORN NPI POLYURETHANE SEALANT - - ,-- - �� 1 �i "i. •l .' GEN✓C .70592 GLAZING DETAIL 9/16'OVERALL LAMINATED GLASS - - ^� ••,•' (7 �(�y STATE OF drOwing v n0. :, •. 'M 1-47: i 11, NAIL\�\\�G``` sheet -- - - - TYPICAL ANCHORS IN-PAIRS - - - W�` - .- TYPICAL ANCHORS IN PAIRS V CLUSTER OF 4 PAIRS AT STILE ENDS TYPICAL ANCHORS IN PAIRS Y O TYPICAL ANCHORS IN PAIRS CLUSTER OF 4,PAIRS AT STILE ENDS a SEE ELEV. FOR SPACING CLUSTER OF 4 PAIRS AT STILE ENDS �' g CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING I EE ELEV. FOR SPACING m SEE ELEV. FOR SPACING 1 BY WOOD BUCK EDGE DIST. /(SEE NOTE BELOW) o z METAL Z q A w STRUCTURES 0 m <,CONCRETE e 1 CONCRETE �E.DC 3.EDGE DIST. 3 MIN... 3 KSI MIN. EDGE 3' MIN, 4. 0 E D 3"MIN. - DIST, Ifl O R 0 0 URIX.� mom s f O cC N \N \N W \N V a O Q O A 23 I 1 3 \ Q O II O N N� O N 4 4 - a�N c MIAMI-DADE COUNTYAPPR'D.MULLION gaC �Ju SEE SEPARATE U liiiiIIIi il'IiiiIIIiii iiiiiIII iiiiIIIiii - - ' ' I_ NOAI O [CAL ANCHORS IN PAIRS LAZA DOOR ^9 In OR 2BY WOOD BUCKS AND METAL-STRUCTURE NOT BY PU SEE ELEV. FOR SPACING mMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM STER AND TRANSFER THEM TO THE BUILDING STRUCTURE. o O a a Oo' vSmviNoi , O Z Q n aSSmJ^ gE. oa w i TYPICAL ANCHORS: SEE ELEV. FDR SPACING o.¢ W \o I li i I 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fym155 KSI) G1.. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES i 1-1/2-.MIN. PENETRATION INTO WOOD (HEAD/JAMBS) O ; THRU 1BY BUCKS INTO CONC. OR BLOCKS i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) m 1-1/2" MIN. EMBED INTO GROUT FILLED-BLOCKS (JAMBS) $kL�DUCfil6Yiil» 8=6 is xNf 1beYc ` $ r DIRECTLY INTO CONC. OR BLOCKS 29 0 0 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) p gaallo � O�_17i-0� - 8 2" MIN. EMBED INTO CONC.-OR FILLED-BLOCKS`(JAMBS) F.wut*eDMI - 1/4" DIA. TEKS OR SELF DRILLING SCREWS'(GRADE S.cRs) - A�9FdRald� 17 -- INTO-MIAMI-DARE COUNTY APPROVED MULLIONS y ORcd^ = 3' © INTO METAL STRUCTURES (HEAD/JAMBS) y o o c c 25 _ 27 _ POURED HARDENED ( ) .,3 THREADS MIN. TO EXTEND BEYOND METAL THICKNESS u o< m a 2 HIGH STRENGTH GROUT Vc=5000 PSI MIN. - ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) - `j1UIIlTrrrr o NOT BY PLAZA DOOR" STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) ' MUST TRANSFER SHEAR �� � .... I LOADS TO STRUCTURE (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ; a• <� •EDGE'DIST.' -.3 MI .a TYPICAL EDGE DISTANCE 7D592 d n CONCRETE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. 3 KSI MIN. INTO WOOD STRUCTURE 1" MIN. 9 INTO METAL STRUCTURE 3/4" MIN.' J R 2 ( 20, S ATE OF drowing. no. TYPICAL ANCHORS IN PAIRS WOOD AT HEAD OR JAMBS SG - 0.55 MIN. �i/�••' �ORIDT;.•'���� wl 1—47 i CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. SEESELEV.FOR)SPACRNGAT STILE ENDS C-90 GROUT FILLED-BLOCK AT JAMBS Vm - 2000 PSI MIN. /rS�oBVALW���� sheet 4 of 7 EDGE DIST. 3•MIN. rn z O� rn�v EDGE 3•MIN. m� ;a. n I' n =? pm DIST. N Az o i A O ? a mom u N f c1 • x mo� m O O CAP O O I I i 1 I I II N ' J N Ilj w 8 H i rm 0 . ii �• - ii - I N I .I - I 1 • w - I. � N A . y m A m m 9 EDGE 3- - I . A DIST. m�s0 ��MIN 0� R�gAM 0 ' A m OR WOOD STRUCTURE - R SEE NOTE SHEET 1 R � j jl i i �XD y N O W 2®�� •:� •DIST_ 3'MIN. - ��•� 'V VIZI n P 0 ''7jr�1l111111\\\�� O revisionsv. I, SERIES'TITAN 9D'ALUM SLIDING GLASS DOOR(LM.I.) AL-FAROOQ CORPORATION � a dOtc OB-22_11 Cnol dote_I. a. smN:-3�6•.1• .A 10.24.11 REV.PER BNC COMMENTS INTERNATIONAL IMPACT BUILDING PRODUCTS, LLC ENGINEERS&PRODUCT DEVELOPMENT. Ot 8 06.2344 UPDATED TO 2014 FBC d/b/0 PLAZA DOOR 9360 SUNSET DRIVE,SUITE 220 f er,by...7AR10 C 08.12.14 - REV.PER RER COMMEtnS 5900 AUSTRALIAN AVE. SUITE 13 MIAMI,FLORIDA 33173 (CAN. 3538) C -"P o o1a1.1e UPDATED TO 2017 FBLWEST PALM BEACH. F1-33407 TEL(3067284.8100• FAX(306)2826978 v V ° chk by: TEL(561)578-5450 '• FAX.(561)578-5460 C0MP-ANL\W11-47PD a 4.703 _ - 3.625-71.250 078 .125 250 = I TYP. 6 961 ,125 Z 1.2501=1 �. 1.650 2.764 f 17k q TI F O .250 O N y'tUi Q FRAME HEAD OB ASTRAGAL STILE d C. 2.500 ,570 949 Ocm 1.139� � �• .'© JAMB/LOCK STILE � O&G C $ 1.500 a 2.937 Ih87--5�IF.645 - OaQ y ti .082 C .082 nFw 082 TYP TYP. 2.923 3.998 2 11 91 STILE REINFORCEMENT 2.913 25949 F .. �n N 1.139 Fes- o E-j m 1.321 .082 Q PANEL TOP RAIL Q PANEL BOTTOM RAIL 9- M v (D INTERLOCK STILE tD SCREEN ASTRAGAL .125 1.575 v� U 7- 1.875 = a z .812 .375 ��smml i 9-I '' .125 QQa �_ 5.203 2.339 � �a 7 ,.., .931 0-1 Q FRAME SILL a 061 .250 -q 1.250 '. o , -�•{p-,125 12 INTERLOCK STILE STIFFENER ��.239 MiBaUCP11EYi866 8 j,."q 71o0 with dw Pitnih o z 3 q0 f 4.922 ..0,778 .750P. 4.000 t3 INTERLOCK REINFORCEMENT Ill m m= c a oaH .828 c 125 `\\\\111111!l1j71 FRAME JAMB 15 HI-RISE ADAPTER TP. .S76 HARDNESS 75 SHORE A �� OGENBF"�A 3.375 .231 TENSILE STRENGTH (100%STRAIN)-600 PSI - ;n TENSILE STRENGTH (BREAK)- 1900 PSI No.70592 •250 2.000 ELONGATION AT BREAK 380 1.188 .078 TEAR STRENGTH =250 LBF/IN SPECIFIC GRAVITY= 1.27 t° 0 .108 .595 i� T£ WWW drawing' no. -4.875 GLAZING GASKET % ;'•."ZQRIOa. 11 HAND RAIL 18 •751 EXTRUDED BYwCENTRAL PLASTICS' ''�S/011111111% `` sfieet_6 of 7 n I R m 3 q 6 32 --i U to / 0 tw5a Oo 0 6O� ei -0 Ob Q W U) N {L Z N'• � Q m c ^ U PANEL TOP CORNER Q j FRAME TOP CORNER g 0 co c' 9°n APPLY BEAD OF SONNEBORN NPI SEALANT z 9 C a AT TOP AND BOTTOM JOINTS o "' N ,J F 0 LL JAMB NOTCHED TO RECIEVE HEADER AND SILL RIBS W1 a o¢i APPLY BEAD OF SONNEBORN NP1 SEALANT g o U Y AT TOP AND BOTTOM JOINTS 4Z � E2 a� � y fv W2 1/4'X 1-1/2"DRAIN PAN s n G• FACTORY APPLIED o / WEEPHOUS: =g p W1 = CLUSTER OF SIX 3/8" WEEP HOLES AT 17" FROM EACH END AND 21" O.C. y - W2 m 1/4" X 1-1/2" OPENING FOR DRAIN PAN AT 17" FROM N L-,-- °o '^• EACH END AND 21" O.C. - 6 0 U O " ♦♦♦1`1,,1g11pI 1111/QTY''' PdfLIDUC!'flEY1BQp � 'n 30 is----bVBwhhls✓ d& No.70592 AoaV"Ho—Ig- 4141 •o l FRAME BOTTOM CORNER I I/ vj*-0Dille u•-F�y' o ` PANEL BOTTOM CORNER �14 .`�^ ®'•� OF '4{J� Browing ,no, 7 Cse�a1 %., ss F...... . C9` W1 1-47 [ ROLLER FASTENER DETAIL 6,11I fill NA41�♦♦♦ sheet 7 of 7 P ALLAif Di WINDOWS & DOORS RECEIV9 NOV 13 2019 ST. Lucie County, Permitting o kD e copy 391 NE Baker Rd. • Stuart, FL 34994 (772) 334-1011 • FAX (772) 334-1078 • www.naturalflow.net