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HomeMy WebLinkAboutProduct Approval Plecsivi MIAMhDADE NIIAMI-DADE COUNTY MWAUM N O V 13 2O 19 RODUCT CONTROL SECTION ST. Lucie Count Permitting 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY.AND ECONOMIC Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) `-'` www.miamidade.Eov/economy 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 County`and'other areasVhere'allowed by the Authority Having Jurisdiction(AHJ). This NOA shallnot 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 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 materialwithin 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 mateiial fails to meet the requirements of the applicable building code. This product is approved as described herein;and hasbeen'designed to'comply'with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRII'TION:-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.,bearing the Miami-Dade County Product Control Revision stap'with-theNotice 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 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 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 other purposes shall automatically terminate this NOA.Failure to comply with any sectien of this NOA shall be cause for termination.and removal of NOA. j 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. INSPECTION:A,copy of this 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.O cial. ) This NOA revises& renews NOA#14-0624.22 and consists of this page 1 and evidence pages E=1 &E-2, as well as approval document mentioned above. The-submitted documentation-was reviewed by Ishaq I. Chanda,P.E. f//—CMZ 57 <<�1� i. File COPY A .18-0412.01 MIAMMADECOUNTY REVIEWED FO NO : xpiration Date: July 01,2024 CODE COMPLIAN JTovalDate: June 2 28,2018 ST. Gk ST. LUCIE(pCOUNTY � BOCC I International Impact Building Products,LLC NOTICE OF ACCEPTANCE: EVIDENCE'SUBMI TTED 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.W11-47 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 pekTBC 2411.3.2.1 and TAS202-94: 5) Large Mis'sile 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 08-01- 2008, signed and sealed by Vinu Abraham,P.E. 2. Additional OXO sliding Glass Door test report No.HTL-0 17 1-106-07, 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#11-0923.01) 1. 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 N6., 11-0624.02'issued to E.I. DuPont DeNemours-&Co.,Inc. for the "DuPont Sentry Glass'interlayerV, expiring on 01/14/17. F. STATEMENTS 1. Statement letter dated 06/24/14,` ompliance to FBC2014(51h edition)and'No financial - interest,prepared by Al Farooq Corporation, signed and-sealed by Javad Ahmad,P.E. 2. Statement letter dated 11/16/11 compliance to FBC20lb,prepared by, ] 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 koy'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 urchasedfrom Plaza Door's,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 i Expiration Date: July 01,2024 Approval Date: June 28,2018 E-1 I • International Impact Building Products,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT-TED , 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. New Evidence submitted. A. DRAWINGS 1. Drawing No.W1147 R6v 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. R. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2017 (61h Edition),prepared by Al Farooq Corporation,dated MAR 27,2018, signed and sealed by Javad-Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 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 6"'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. i - 1 1 . I { Isha4 I.Chanda,P.E. Product Control Examiner NOA No.18-0412.01 Expiration Date: July 01,2024 Approval Date: June 28,2018 E=2 DESIGN [AAD CAPACITY - PSF _ 208 11/16' t11 a MAX. DOOR FRAME WIDTHAVG wim PANEL NDS-• ANCHORS IN PAIRS 3• 6 3' (� INCHM ntHES _ EXT.(+) INT.(-) 6"MAX. 20• MAX. AT HEAD/SILL/JAMBS-7��\ 3' 6" 3' 36 •90.0 -90.0 HEAD/SILL HEAD/SILL A - - A 20'MAX. Z n 42 9D.0; :90.0 CORNERS f HEAD/SILL F ��Oi '� 48 90.0 .90.0 52 B6 . 90.0 90.0 - 0 00, g v 54 86.7' 86.7 60 - -78.0- 78.0 I I - �,F0F.. 36 90.0' 90.0 42 90.0 90.0' 48 90.0 9D.O - -- _ _ (D- _ a cc a 0 a g 52 102 90.0_ 9D.0 II - _ 0.3 54 66.7 86.7 _ G D Q_' - D - Q 60 78.0 78.0 II .. - IL 36 90.0 90.0 42 90.0 90.0 S2ii•%% %% � %% - %% Q m�' ! 48 108 90.0 90.0 52 90,0 90.0 e W 54 86.7 86.7 J ❑________ ___ ___❑ .•• _ •N n 36 90.0 90.0 42 90.0 90.0 o Vii' y !'� I� .. g �1V1 V c 48 114 90.0 90.0 52 90.0 90.0 64 86.7 86.7 z 9 36 90.0 90.0 42 90.0 90.0 II .- - - �j r` 48 120 90.0 90.0 �� :• - - - _ ¢ p°a 3f 52 90.0 90.0 ------ =__- DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FSC. II v .. 0• �'� FALSE MUNTIN m� OP'TIDNAL 47 1/8' - 47 1/8' Z D.L. v OPG. - D.L.OPG. tO�� SERIES 'TITAN 90' ALUMINUM SLIDING GLASS DOD RBUCtas teFa i 53 3/4' DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART PANLL VaDTH 53 3/4" of 0? r G SHOWN ABOVE. TYPICAL ELEVATION - /wctpartnNo� `[� m o o PANEL WIDTH . $yy4IIlbs `o�13 g Td THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE \• "`1` 3 a -" REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE •• _ _ - j C ..• _ °� INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). --DAYLITE OPENINGS: 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE D.L.0. 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. DOOR FRAME HEIGHT =.PANEL HEIGHT + 1.250". LAMINATED GLASS q o«a ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS "' - _ LARGE MISSILE IMPACT < m o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 0 ING OR STUCCO. AATERIAL SHALL LOAD DURATION BE 5 USED BEYOND WALL ES NDESIGN OF ANCHORS INTO WOOD ONLY. THESE DOORS-ARE RATED FOR LARGE& SMALL'MISSILE IMPACT. - ``` �1ITIA�t ''i' ALL SHIMS TO BE HIGH IMPACT, NON-MEfAWC AND NON-COMPRESSIBLE. I SHUTTERS ARE NOT REQUIRED. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE "�. _ • _ - ' REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. •' • - o0592 •. _ $ 8 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION .. NOTE: =,'D,• ;+9 2 7 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY - GLASS CAPACITIES ON THIS SHEET ARE - - - '- ��'•.. BTATEOF � drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR BASED ON ASTM E13OO-09 (3 SEC. GUSTS) �'�. F[OR1DR•' �� WATER INFILTRATION RESISTANCE ETC. AND FLORIDA BUILDING COMMISSION '�i�"S'S;' c?�` W1 1-47 , ANDD TO NOT SHOWN REVIEWED BY BUILDING AWINGOFFICIA E TO BE ANALYZED SEPARATELY, DECLARATORY STATEMENT DCA05-DEC-219 i�l 1o���1���` sheet I of 7 a MAX. DOOR FRAME HT. MAX. DDDR FRAME HT. \\\o > F MAX. DOOR FRAME HT. v x 0 0 \� m g x x X p XXX �� - x 0 0 XXO oox tol m oo xo.OX m \\\ o _ .a ft 1r � o s oo �A _ 4 o . 00 0 A , A A A A 20z mZo Mem �v c 0 0 z m(n N � �O =p z r �� Z; r C UD ..•• Q Qn 'T) pp"•7 f� 1 S. to fn m ice'%. ,'•'. ``�� N F!!< revisions: SERIES'7RAN 90'ALUM SLIDING CLASS DOOR I-M.L) AL-FAROOQ CORPORATION a rte, no .2 e• escn ion rt. F ENGINEERS h PRODUCT DEVELOPMENT ,, A�1024.11 r � REV.PER 6NC COUMENIS IMERNATIONAL IMPACT BUILDING PRODUCTS, LLC 9360 SUNSET DRIVE,SURE 220 N ,p 6 0&23.N' 'NO LIWJGE THIS SHEET d/b/a PLAZA''DOOR MIAMI.FLORIDA�331T3 (C-4.N. 3538) p I a•61' TARIo C 0&12.14'i REV.--PER RER COMMENTS 5900 AUSTRALIAN AVE. SUITE#3 Cr -Q D 01.31.10 UPDATED TO 2017 FBC WEST PALM BEACH. FL 33407 TEL(aos>ze46ioo FAX(306)2926976 V -I ehk.by.- TEL(561)578-5450 FAX. (561)578-5460 - COMP-ANL W71-47PD . BILL OF MATERIALS'(B.O.M.) �U n ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS ( a 1 PDC-009 1 FRAME HEAD 6063-T6 2 PDC-012 1 FRAME SILL 6063-T6 - ZQ q 3 PDC-010 2 FRAME JAMB 6063-T6 4 PDC-058 1/PANEL PANEL TOP RAIL 6063-T8 5 PDC-059 1/PANEL PANEL BOTTOM RAIL 6063-76 - p`,o 0 6 PDC-060 1/PANEL JAMB/LOCK STILE 6063-T6 7 PDC-061 1/PANEL INTERLOCK STILE 6063-T6 - O t B PDC-002 AS REDD. ASTRAGAL STILE 6063-T6 10 PDC-022 AS REDD. SCREEN ASTRAGAL 6063-T6C. 11 PDC-041 AS REDD. HAND RAIL 6063-T6 - 0 9 Ir C 8 12 PDC-062 1/PANEL INTERLOCK STILE REINFORCEMENT, LENGTH PANEL HT. - 18' 6063-T6 - O 3 - 13 PDC-092 2/PANEL INTERLOCK REINFORCEMENT, 12'LONG 6063-T6 - N N O 14 PDC-093 1/PANEL SOLE REINFORCEMENT, LENGTH a PANEL FIT. - 18' 6063-T6 - 15 PDC-085 1 HI-RISE ADAPTER 6063-T6 - 0 m 3L, 16 2-270-0 AS REDD. GLAZING GASKET(X-1842) FLEXIBLE PVC CENTRAL PLASTICS 17 3-310-0 2/MOV. PANEL ADJUSTABLE ROLLER ASSEMBLY - IIBP 0 -' ALUMINUM HOUSING,DELRIN TIRE,ST.STEEL BEARING • -18- 2-322-0 - DEADLOCK 81847-02 SS - ADAMS RITE z.4 - m 19 2-351-0 - LOCK ESCUTCHEON 84430 - ADAMS RITE 20 3-001-0 - LOCK KEEPER - - IIBP O � 21 - 3-008-0 - ITRACK RAIN PAN' - IIBP - 22 3-009-0 - H.P.WEATHER TAB IIBP -- 23 2-400-0 AS REOD. .270 WIDE POLY-BOND FINSEAL BPB-8425-2211"-0,- - SCHLEGAL z 9 v 24 2-402-0 AS REOD. .270 WIDE POLY-BOND WOOLPILE BPB-7525-6011-6 - SCHLEGEL a 25 2-407-0 AS REDD. .270 WIDE POLY-BOND FINSEAL BPB-7531-6011-2 - SCHLEGAL ¢�t 26 3-222-0 AS REGO. BULB W STRIPPING(EV-277) - CENTRAL PLASTICS a o Q x v 27 2-025-0 - 810-24 X 1/4'PFH UC SMS - AT 2'FROM ENDS& 14'O.C. jr 30 2-010-0 - 812 X 1-1/4'PPH SS SMS - 1 PER DOOR ROLLER gQQ m 31 2-040-0 - 88 X 1'FH SMS - 2 PER 12'REINF.BAR a 32 2-007-0 - 814 X 1-1/4'•PH SMS _ F a a N 2 PER DOOR PANEL CORNERS 4z a 33 2-D19-0 - 88 X 1/2'PH SMS - AT 3'FROM ENDS h 18'D.C. m �{ 1/4'HEAT STREN•D GLASS 34 2-069-0 - _ 88.X 1-1/4-..SMS - AT 3'FROM ENDS A, 1B'O.C. 35 2-027-0 - 810 X 1-1/4'MS TYPE F FR AT 6'FROM ENDS k 12'O.C. .090' Interlayer 36 2-042-0 - 88 X 3/4'PH SMS - ; AT 6'FROM ENDS Jr 18'O.C. SentryGlas39 2-027-0 1 - By'Kuraray America, Ine.' 810 X 1-1/4'MS TYPE F FH (1)AT 9'FROM BOTTOM W 1/4'HEAT STREWD GLASS 8 C .. t 2 O • � 9PL(D I�S�11'� ' y n Fg• i i 11dr _ a - 111nu1TAA o CUT C CORNER GASKETAROUNDJOINTS SEALED WITH �J�JW SONOBORN NPI POLYURETHANE SEALANT o W o.70592 _ ro GLAZING DETAIL 9/16'OVERALL LAMINATED GLASS ��''•.'F1, G 2t�')1 J'a/� 0 ATE OF drawing no: Fto.. ..: ��•` #11-47 ��0NAL1����� sheat'3 of 7 a TYPICAL ANCHORS IN PAIRS -" - "- - W 3 - - - - '- TYPICAL ANCHORS IN PAIRS u a CLUSTER OF 4 PAIRS AT STILE ENDS TYPICAL ANCHORS IN PAIRS x 0 TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS /�� a ' )SEELEV. FOR SPACING CLUSTER OF 4 PAIRS AT STILE ENDS mCLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR-SPACING I W I 1BY WOOD BUCK EE ELEV. FOR SPACING SEE ELEV. FOR SPACING EDGE DIST. 3"MI (SEE NOTE BELOW) a METALmSTRUCTURESCONCRETE CONCRETE �MGE�Dl ;N3 KST}AIN.• 3 KSI MIN. EDGE 3" MIN. ilfEDGE DIST. 3'.MIN..- a ' 0 3"MIN. DIST. Ifl I N��',,.2 u �L I C N N g N �pNIS PI 1 N N tt T O23 23 �N \N �'aG N 4 cl 4 II II N� MIAMI-DADE COUNTY J G C APPR'D MULLION Q m i SEE SEPARATE NOA I II I I o o N I II I I - rn 0 it ii i I CL n N i I I I ICAL ANCHORS IN PAIRS a 19Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY PLAZA DOOR CLUSTER OF 4 PAIRS AT STILE ENDS ? 9 ro MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM SEE ELEV. FOR SPACING vo= m .NM a ! ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. • I � rs a o :f pT3 W i 'I III � g4�mm ' w i i TYPICAL ANCHORS: SEE ELEV. FOR SPACING ° V i II I I 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, FY-155 KSI) �•+�o i! ! INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ! I! ! ! 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) i li i i THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTQ CONCRETE (HEAD/JAMBS) -1-1/2" MIN. EMBED INTO GROUT FILLED—BLOCKS (JAMBS) - 3 _ _ uci!•B.�vc� i I DIRECTLY INTO CONC. OR,BLOCKS e¢ecmobleewR0lf�Rxi�o 4 5 o ° 1-1/2" MIN. EMBED INTO-CONCRETE (HEAD/SILL) p.rgio¢aallo 17-0L2OI `o 5 iii i 2" MIN. EMBED INTO CONC. OR FILLED—BLOCKS (JAMBS) �aptra+4eDmm g m o 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) Rr. �AIW F,W>' ilei 17 INTO MIAMI—DADE COUNTY APPROVED MULLIONS LJtJLJ LLLNNNLLL OR © INTO METAL STRUCTURES (HEAD/JAMBS)25 27 POURED HARDENED (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS °amu o 2 - HIGH STRENGTH GROUT _ c Ye—5000 PSI MIN.-- ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) ttt11l11jff 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) `�� .. �i� i '•r o • TYPICAL EDGE DISTANCE o n a� •EDGE DIST.' •,3"MI 70592 }` CONCRETE INTO CONCRETE AND BLOCKS 2-1/2" MIN. = a s 3 KSI MIN. INTO WOOD STRUCTURE 1" MIN. r .4 6 E //4 INTO METAL STRUCTURE 3/4" MIN. IµiZ 27 L!`f tF�' o ATE Or drawing WOOD AT HEAD OR JAMBS SG - 0.55 MIN. TYPICAL ANCHORS IN PAIRS '�i��`••':F<OTriOL:•:'U,\��� W 11 CLUSTER OF (4) PAIRS AT STILE ENDS CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. �is'�PdA1.(��`�� SEE ELEV. FOR SPACING C-90 GROUT FILLED—BLOCK AT JAMBS f'm = 2000 PSI MIN. �fltll 11ttt sheet 4 of 7' i - EDGE DIST. 3"MIN. C yZ m EDGE 3•MIN. ,m °' e I DIST. N g - I N N• ---------------- a x UP m mC N w n ME • ii O- p p o II I I I 1 •1 I i I � w ' N - J O N III w A H ii p • x ii . 4 N - N x oo Ot m • mmj EDGE 3'MIN. DIST. avx I r-7�o p o Y V ODD BUCK cZ7 vAiN m OR WOOD STRUCTURE SEE NOTE SHEET 1 rLL • � it � � I I I I �R IIj. ili /• t I p I I y 0 m � _0..1,1 - O•�' !DISC 3 fMIN.' •_ _ •x\ - =>: 0� Vis$ .o�Reats 6a-z2=11 revisions.. SERIES'TRAN 90'ALUM SLIDING GLASS DOOR(L.M.L) AL-FAROOQ CORPORATION a eBCrl Ion ENGINEERS&PRODUCT DEVELOPMENT scam y�g 1- A 1024.11 REV.PER BIC G014ENt6 INTERNATIONAL IMPACT BUILDING PRODUCTS, LLC 93605UNSETDRTVE,SUITE220 'F', dr, a 06.21.14 REV.UPDED TO2014 CO ME 5900 PLAZA DOOR - MIAMI,FLORIDA 33173 (C-4.N. 3538) ■ - � br• TuclO, c 0fi.12.14REV,PER RER COMMENTS 5900 AUSTRALIAN AVE. SUITE 03 Ce -� o o1a1.1e UPDATED To 2017 r6C WEST'PALM BEACH;'FL 33407 TEL.(305)264-8 A - FA(3(305)202.6978 ' V \L 9 ehk.try' TEL(56t)578-5450 FAX.(561)578-5460 COMP—ANL W71-47PD 4.703 "- 3.625-71.250 078 .125 - '_. .250 _. ... TYP. _ 1.250 961. 125 1.650 Q n m 7d 2764Fl 8 L-1 O82 • .250 TYP" • O J��5..•.O U Q FRAME HEAD OB ASTRAGAL STILE y� f 2.500 [-.570 Vtop -.949 •�{1.139 - I © JAMB/LOCK STILE IS aaoas 2.9377 iI _ Ostia j� C'i y4 p -r�_ I I �z V. 062 .082 1.125 - M-#.645 - Q u�N t01 Jn% 2.923 TP 3.998 �' Q Z 0� 951 14 STILE REINFORCEMENT ui 2.913 0 082 .675 _ _ II II m �I.9491+ I .125 TYP. �I 1.LF 139 .082 o �i 'm • 1.321 o o � 1.812 E Q PANEL TOP RAIL Q PANEL BOTTOM RAIL a Q !a INTERLOCK STILE Q9 w t0 SCREEN ASTRAGAL .1251.575 N 1.875 .812 CL I .375 o SOH T M-- --�-1 - .125 5,203 2.J39 .931 O FRAME SILL '�m� 1 .250 1.250 O 125 12 INTERLOCK STILE STIFFENER �j -•.239 -I I0 - �ifeB�ICfa6va3Eo [smrN7�edlbtarePk�rila 0 4.922 078 .750 AaA mut No v l�.O -, - TYP. F4.000 �- � � 13 INTERLOCK REINFORCEMENT _rpm c m^ a n I -1.750- .125 1.750 its Q FRAME JAMB 15 HI-RISE ADAPTER TYP. "976 HARDNESS = 75 SHORE A r'7)CENBF'••, � �t 3 3.375 231 �°- TENSILE STRENGTH (100%STRAIN)- 800 PSI TENSILE STRENGTH (BREAK)- 1900 PSI No.70592 yr0 2,000 ELONGATION AT BREAK= 380% •• ,a 1.188 .078 TEAR STRENGTH o 250 LBF/IN SPECIFIC GRAVTIY= 1.27 .108 .595 i TiCTE Of k/ drowing no. •moi.875 ••'•.! ORi0k.' .751 GLAZING GASKET 16 PVC MATERIAL NT AL PLASTICS' /I,AIAL 11 HAND RAIL Q EXTRUDED BY'CENTRAL PLASTICS' O !( i o Z rm % h J 1 . _ IL La '2 32 O . v G1�+ / OGH� IL - O.aco N o f/) O QEM 0 u h PANEL TOP CORNER ? N FRAME TOP CORNER !7 !J �n v APPLY BEAD OF SONNEBORN NPI SEALANT 9• �a AT TOP AND BOTTOM JOINTS g- nm 2 N m. NJ ��W JAMB NOTCHED To RECIEVE HEADER AND SILL RIBS wl APPLY BEAD OF SONNEBORN NPI SEALANT AT TOP AND BOTTOM JOINTS pQdyl p ur v vii 3 \\W2 1/4"X 1-1/2'DRAIN PAN _ El FACTORY APPLIED o c' / WEEPHOLES: g W1 = CLUSTER OF SIX 3/8" WEEP HOLES AT 17" FROM EACH END AND 21" O.C. w — _ W2 = 1/4" X 1-1/2" OPENING FOR DRAIN PAN AT 17' FROM " EACH END AND 21" O.C. m d c m u o `11111111111I11j/', 30 a a-61fke wHh me mms ` .70592 FRAME BOTTOM CORNER1 1 ��� •1i 1S •• PANEL BOTTOM CORNER 17 4U 1 D a,...S� Q drawing no. Wl 1-47 ROLLER FASTENER DETAIL I®Nj' jA�11�1�' sheet7 of 7 e,