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HomeMy WebLinkAboutDR (3) RECEIVED MAR 2 8 2016 M IAM 1•DADE PER."WITTING MIAMI-DADS COUNTY ® St. Lucie County, FL PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy TM Windows,LLC 1543 N.Powerline Road Pompano Beach,FL 33069 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 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 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,inchiding th Oct urrlcane Zone.- DESCRIPT N: Series "605 Reinforced"Aluminum S�igleung Window-L.M.T. APPROVAL DOCUMENT:Drawing No.W06-34,titled"Series 605 Aluminum Single Hung Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 04/24/06,with revision F dated 04/01/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing 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 A ING:Large and Small Missile Impact Resistant LABELING: Each unit shall ear a permanent label with the manu acturer'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 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 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. 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 j ob site at the request of the Building Official. This NOA revises NOA# 12-0213.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0611.06 MIAMPDADE COUNTY Expiration Date: July 05,2017 f pproval Date: September 03,2015 q!3 j!5 Page 1 TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0604.24) 2. Drawing No W06-34, sheets 1 through 7 of 7,titled"Series 605 Aluminum Single Hung Wdw. (L.M.I.)", dated 04/24/06,with revision F dated 04/01/15,prepared by Al-Farooq Corporation, 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,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-5439,dated 12/10/07 and FTL-5742, dated 01/21/09, both signed and sealed by Michael S. Wenzel,P.E. (Submitted under NOA#09-0604.24) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large 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 diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3975,dated 10/22/03,FTL-3755, dated 03/24/03 and FTL-4514, dated 01/25/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 07-0404.04) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per-FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Certified Testing Laboratories, Test Report No. CTLA-416W,dated 04/11/00, signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#07-0404.04) �"rad a- �� Manuel ere ,P.E. Product Contr miner NOA No.15-0611.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-1 TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyin with F>anealecd Edition (2014)dated 04/29/15,prepared by Al-Farooq Corporatio , signe by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S Laminated Glass Interlayer";dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated April 29, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 12-0213.05,issued to T.M. Windows LLC for their Series "605"Single Hung Aluminum Window(reinforced), approved on 05/03/12 and expiring on 07/05/17. Manuel e. E. Product Contro Exa it NOA No.1 611.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-2 3 53 1/8' 53 1/8' �{"u WINDOW WIDTH WINDOW WIDTH 40 1/4' 48 1/4' z 3 D.L.OPG.W. (FIXED) D.L. OPG.W. (FIXED) Qmp FALSE MUNnNS FALSE MUNTMS (SURFACE APPLIED) EA j (SURFACE APPLIED) 21' mFj Q f Fi MAY BE USED A HEAD/SILL MAY BE USED /SILL a o -- 8 0 01 v �a I I II I II II I 0 U 7 II I CF 0 w 04Qa O M -) II II J I II o I I II n o I I II io IYJI y B II II c� I B 11 II I J zaz �{ it li 45 I �i I� W F F I 1 = I 3 u u w m 9 g II II o M =-=C- -lltIIIrIII-� -ILLrIIIpTIII------ �kS N oo IIIII --C-1-_�IiIIn IrIII �i=�III1uI1 IiI1_-_-_-_-_-_ II 3=�z J OW McmJo avJ J �,n TH n" Th JZl1 U ———— ———— s JrN6 1 5 1/2'MAX. O o m 5 1/2'MAX. .d r 47 3/4' HEADNSISI / HEAD/SILL `� CORNERS Q D.L.OPG. (VENT) 47 3 4' CORNERS 3 a a THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT, D.L. OPG. (VENT) � ' " SHUTTERS ARE NOT REQUIRED. 50 1/e' g LO a VENT WIDTH 50 1/8' O VENT WIDTH SERIES 605 ALUMINUM SINGLE HUNG WINDOTY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION EQUAL SITES WITH OPTIONAL FIN �gg CHARTS SHOWN ON SHEET 2. (SEE DESIGN CAPACITY CHA ) EQUAL LITES $^g o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER NMI WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 6 a MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. D.L.O. WIDTH (VENT) v LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D.L.O. WIDTH (VENT) = WINDOW WIDTH —a WINDOW WIDTH — 5..375375" 1r g S WILL APPLY TO ENTIRE SYSTEM. I " D.L.O. HEIGHT = WINDOW HEIGHT/2 — 4,5" m o $8 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS HURRICANE ZONE (HVHZ). INSUL. LAM. GLASS 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY LARGE MISSILE IMPACT TO TRANSFER LOADS TO THE STRUCTURE, m o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS9 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. En r•�CML� O PI'tDDUCT REVISED H u FLA.PE 70592 m cumplyi06 wllh Ila Florida L^' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A s53a Building Coda X• NOT PART OF THIS APPROVAL. !vy'oro No15vll.Ql1A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ( lion Dl /7ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. ` drOwln no.2 2�) adaProductCon 9 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W06-34 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, sheet of 7 DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY-PSF (WITH ALUMINUM REINFORCING) (WITH STEEL REINFORCING) GLASS TYPES i WINDOW DIMS. GLASS TYPE'C' D' k E' GLASS TYPE'r GLASS TYPE'G' LASS TYPE'H'GLASS TYPE'1'GLASS TYPE'J' WINDOW DIMS. GLASS TYPE'F' Z WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXLEXT (+) INT.(-) .(+) 1Ni(-) EXL(+)INT.(-) EXT.(+) INT.(-) EkT.(+)INT.(-) 31 WIDTH HEIGHT EXT.{+}ANL(-) 26 0 m a 19-1/8' 70.0 70.0 81.0 01.0 80.0 80.0 1 60.4 80.0 80.0 SOD 80.0 80.0 80.0 80.0 3 19-1/e' SOD 115.0 F� g 26-1/2' 26, 70.0 70.0 61.0 61.0 80.0 80.0 80.0 00.0 80.4 00.0 80.0 SOL 80.0 SOL 2B-t/ 80.0 115.0 25 A£ a 1 37" (4) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 80.0 60.0 80.0 37/ fid) SOL 115.0 53-1/8" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00,0 80.0 80.0 53-1/e' 80.0 115,0 a 10-1f8" 70.0 70.0 01.0 61.0 80.0 80.0 80.0 80.0 84.0 80.0 80.0 80.0 80.0 80.0 19-1/8' BOA t15.0 0 26-1/2" , 70,0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 SOD 80.0 80.0 80.0 80.0 SOA 26-1/2' 36-3/8' 80.0 115.0 P� n 30-3/8 u H 37' (4) 70.0 70.0 BID 61.0 80D SOA 80.0 80.0 SOA 004 SOL 80.0 80.0 80.0 37" (4) 80.0 115.0 7 �O W m g 53-1/8" 70.0 70.0 SID 61.0 80.0 80.0 80.0 00.0 60.0 00.0 80.0 SOL SOA 80.0 53-1/8 BOA 115.0 19-t 8' 74. 7 A 61.0 61A 80.0 $4A B0.0 80.0 Colo 80.0 00.0 50.0 80.0 SOA 19-1/B' 80.0 115.0 Q 6-i/2` 4-Sf8' 7010 70.0 61.0 61.0 80.0 80.0 80.0 80.0 8014 80.0 84.0 80.0 80.0 80.0 26-1/2- 50 5j8' 80.4 115.0 Q ; (5) 704 A SID 61,0 80.0 $OA 804 SOL 80.0 60.0 80.0 8010 80.0 80.0 37" (5) 80.0 115.0 Z1✓I 53-1/8' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 Colo 80.0 SOL 80.0 80.0 53-t/8' 80.0 115.4 ' �£ 19-1/8' 70.0 70A 61 A 61.0 80.0 BOA 80.0 80.0 80.0 BOA 60.0 80.0 80.0 ROD 19-1/e' BOA 115.4 26-1/2"68-5/B' 70,0 70.0 61.0 51.0 Colo 80.0 80.0 80.0 80.0 00.0 80,0 ROD 80.0 80.0 26-1/2' 56-5/8, SOD 115.0 37' {6} 70.0 70A 61.0 61.0 SOD 80.0 80.0 80.0 80.0 80.0 BOD SOA ROD 80.0 37' (6) 804 115.0 ^ N 53-1/8` 70,0 70.0 61,0 61.0 80.4 80.0 80.0 80.0 80.0 SOL SOD SOA 60.0 80.0 53-1/8" 00.0 115.0 i9-1/8' 70.0 70A 610- 81.0 84.0 $0.0 89.0 80.0 SOL 80.0 SOD 80.4 BOA 80.0 10-T/8' 80.0 115,0 20-1/2' 6Y 70.0 70.0 61.0 61.0 80.0 00.0 80,0 00.0 80.0 80.0 80.0 80.0 SOL 80.0 26-1/2" 63, 80.0 115.0 37' (6) 70.0 70.0 61.0 61.0 80.0 84.0 80.0 80.0 80.0 80.0 80.0 so,O BO.0 SO,O 37" (6) 80.0 115.0 c� � O��° x^ 53-1/6` 70.0 70.0 61,0 51.0 80.0 80.0 80.0 SOD 60.0 8010 80.0 80.0 80.0 80.0 53-1/8' SOL 115.0 = 4 M,m_, f9-1/B' 70.0 70.0 61,0 61.0 80.0 84.0 60.0 50.0 80.0 80.0 80.0 80.0 80.0 60.0 19-1/8` SOL 115,0 � �M 28-1/2' 72, 70,0 70.4 51.0 61.0 80.0 80.4 80.0 $1310 80.0 80.4 80.0 60.0 80.0 BOA 25-1/2' 72" 60.0 115,0 Z J W 37' (7) 70.0 70.0 61,0 61.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 37" (7� 80.0 115.0 K=c BAA 61.0 - - SOL SOA 80.0 80.0 78.2 78,2 80.0 80.0 111 80.0 115.0 � 47 W U 76-3/4' 19-1/8' 70.0 70.0 61.0 61.0 60.0 80.0 SOL 80.0 SOD 80.0 SOD 80.0 BOA 80.0 26-1/2' 80.0 115.0 3cg6 1 26-1/2' So 76-3/4` 704 70.0 61.0 61.0 60.0 80,0 80.0 80.0 80.0 60.0 80.0 60.0 80.0 80.0 37" (7) 0tl.0 112.2 'OU O..So 37' (7) 70.0 70.0 61.0 61.0 80.0 SOA 80.0 SOA 60.0 80.0 SOL BOA 80.4 80.0 24' 84.0 115,0 $ C Z 53-f/8' - - 6110 61.0 - - 77.0 77.6 80.0 80,0 74.5 74.5 80.0 80.0 30' 80.0 115.0 2+' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 60.0 80.0 SOD 80.0. SOD 80.0 SOL 36' SOD I ISD '�'u)O 30" 70.0 70.0 61.0 61.0 BOA 80.0 80.4 80.0 80.0 SOD 80.0, SOL 80.0 80.0 42' �$) 80.0 !15.0 ~^0.. 36" 48' 704 70.0 61,0 61.0 SOD 80.0 80.0 S0L 80.0 60.0 80.0 80.0 80.0 80,0 48" 80.0 115.0 42' (5) 70.0 70.0 SID 61.0 BOA SOA 80.0 80.0 80.0 804 80.0 80.0 60.0 80.0 54' Bon 109.1 48' 70.0 70.0 61.0 61.0 80,0 80.0 80.0 SOL 80.0 60,0 80.0 80.0 80.0 80.0 24' 80,0 115.0 m 54' 704 70.4 61.0 81.0 SOA BOA 80.0 80.0 80.0 BOA 80.0 804 80.0 SOA 30" BOA 115.0 24" 70,0 70.0 61.0 81.0 60.0 80.0 60,0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 30" 80.0 119.0 m n c 30" 70,0 70.0 61.0 61.0 80.0 80.0 60,0 80.0 80.0 80.0 00.0 80.0 00.0 80.0 42" 80.0 115.0 ° m o 35" 60" 70.0 70.0 61,0 61.0 80,0 SOL SOD BOA 80.0 80.0 80.0 80.0 SOL 80.0 48" 80.0 109.7 42" (6) 70.0 70.0 61.0 61.0 ROD 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 54' 00.0 98.4 y S 48' 70.0 704 61.0 OIL 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 80.0 115.0 ' ' 54' 70,0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 SOD 80.D 80.0 80.0 80.0 B0.0 30" 72' 80.0 119.0 24' 704 70.13 61.0 61.0 80.0 80.0 80.0 80.0 80,0 80.0 88.0 80.0 80.0 80.0 36' (7) SOL 115.0 c m ffi S ffi= 30' 70.0 70.0 61.0 61.0 SDA 60.0 80.0 80.0 60.0 80,0 84.0 80.0 60.0 80.0 42' SOD 112,0 ° d c ansa 36" 72, 70.0 70.0 61.0 6f.0 80,0 80.0 80.0 80.0 00.0 80.0 00.0 60,0 80.0 80.0 24' 84• 80.0 115.0 m u m 42' (7) 70.0 70.0 61.0 61.0 60.0 80.0 SOD 80.0 50,0 SOD 80.0 80.0 80.0 80.0 30" 8 60.0 f 15.0 48' - 61.0 61.0 - - 60.0 00.0 SOL SOL SOL 80.0 60.0 80.0 ()NO.IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB 54' - - 61.0 61.0 - - 79,1 79.1 79.1 79.1 76.8 76.8 78.4 78.4 ,l Engr:JAVPD AHI4A4 g 24" 70.0 70.0 61.0 61.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 CML PRADUCr RRVISED a PE 78592 n9complonswith WeFlar* 30" 70.0 70.0 81,0 61.0 80.0 80.0 80.0 00.0 BOA 80.0 80.0 60.0 80.0 80.0 N.�538 Building Code 84' Acceptnnco No Ar-ocoll-m 36' - - BSA 010 - 64.0 BOA SOD 80.0 SOD SOD BOA SOA b � � (B) NOTE: imlwn Dole O1p v` 5 42" - - 61A 610 - - BOA BOA 80.0 60.0 80.0 80.0 80.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE ,'i~P 0 2 20 5DY 48' - - 61.0 61.0 - - 60.0 SOD ea.o 80,0 77.5 77,5 80.0 80.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Minn DndcProduct drawing n°. {}N0.IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 WQ6-34 sfieet Of 7 I o EEaP J 1/8'ANN.GLASS 3/16"ANN. GLASS 3/16°ANN. GLASS 3/16'HEAT STREN'0 C1A55 r f 120'Inlerluyer 120'Interlayer 090'Interloyer 120'Interlayer o Uvokol S Uvekol S Soflox Clear And Color Glass Uvekol S U By'Allnex USA,Inc.' By'Allnex USA, Inc.' By 'Eastman Chemical Co.' By'Allnex USA,Inc.' d 1/8'ANN.CLASS 3/16'ANN. GLASS 3/16'ANN. GLASS 3/16'HEAT STREN'D GLASS O G a � rh44 O m o SILICONE SILICONE SILICONE SILICONE c a Q Q o z m DOW CORNING 995 z m DOW CORNING 995 z at DOW CORNING 995 i m DOW CORNING 995 G m � is � : � 'a w n O o o 9A jl l l! 0 9A ii II 9A it ii ;5�•,4J Z h i ii O AT 1/4 POINTS ON LRES AT 1/4 POINTS ON LRES ° AT 1/4 POINTS ON LUES AT 1/4 POINTS ON LRES gg m 10 33 WIDER THAN 36'ONLY 33 WIDER THAN 36'ONLY 33 WIDER THAN 36'ONLY 33 WIDER THAN 36'ONLY v• .n GG]] I m GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'F' v 0 pp N S QOM Ix I 1/8'ANN.GLASS 1/8'TEMP. GLASS J Z 1/4'AIR SPACE 1/4'AIR SPACE - M U ^ 1/8-ANN.GLASS 1/8'HEAT STREN'D GLASS ;3 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS p O m 090"Interlayer 090'Interloyer 0- O SSalflex Clear And Color Glace Soflex Clear And Color Class 090'Interloyer 090'Iriterioyer Z Z 'Eastman Chemical Co.' By'Eastman Chemical Co.' Saflex Clear And Color Glass Saflex Clear And Color Class Q By'Eastman Chemlcal Co.' MenBy'Eastman Chemical Co.' 1/8'ANN, GLASS 1/8'HEAT STREN'D GLASS 1/8'ANN. GLASS 1/8'HEAT STREWD GLASS a (� • SILICONE SILICONE SILICONE SILICONE GE RGS7700 GE RGS7700 GE RGS7700 GE RGS7700 9B y ii 9B y,,� \r 9C i \r 9C 'i o AT 1/4 POINTS ON LRES AT 1/4 POINTS ON LITES o o 33 33 33 AT 1/4 POINTS ALL SIZES 33 AT 1/4 POINTS ALL SIZES WIDER THAN 36'ONLY WIDER THAN 36'ONLY m o r^-�= oZTioB GLASS TYPE 'G' GLASS TYPE 'II' GLASS TYPE 'I' GLASS TYPE 'J' °c m a w THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. 4 NOT QUALIFIED FOR SMALL Ergr.JAVAD AHMAD PRODUCT REVISSID Y r o MISSILE IMPACT AREAS. 'rMpL or complying with the Florida i FIA.P.7538 e2 Building Cod -O(e►l.Ob 3 Acceplerme No S y 7 • CnI Im1lonDale � � � $ .�t GLAZING OPTIONS 4 Hy daProdocC drawing no. E 2 2015 W06-34 sheet 3 Of 7 ILLUSTRATIVE DTLS.ONLY 3 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV,FOR SPACING IXf.OR INT.FINISHES NOT BY 7M 7 SEE ELEV.FOR SPACING METAL MIAMI-DADE COUNTY APPROVEDII .CONCRETE I ;. ••ry OD'BUCK ay STRUCTURE MULLION do MULLION ANCHORS o o SEE SEPARATE NOA xP Z 3 .a i "EDGE DI 0. EDGE DIST. I o 0 y "a n,.' ,a' 'a G.' •a, DG I EDGE DIST. ED DIST. f" 3 I TYPCAL ANCHORS TYPICAL ANCHORS p SEE ELEV. FOR SPACING SEE ELEV.FOR SPACING 9111CALA. . Q dl n K FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS m p MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ;4r o Ij o I, li AND TRANSFER THEM TO THE BUILDING .STRUCTURE. a F 5 'I -1 C ORS' SEE ELEV. FOR SPACING CO) DIA. ULTRACON BY 'ESLD u=177 KSI,Fy=t55 t<sQ '! OPTIONAL TO BY WO R WOOD STRUCTURES v " ii II OPTIONAL TO it II 23 t5 SPRING LATCH I! I! 23 15 SPRING LATCH 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) _ REINFORCING i! i! 12 REINFORCING ! ! 12 THRU 1BY BUCKS INTO CONC. OR MASONRY m OPTIONS OPTIONS t` SEE SHEET 2 rr SEE SHEET 2 rT 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) z ro q 5 5 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) i M DIRECTLY INTO GONG. OR MASONRY U © a a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) �� -jf REINFORCING REINFORCING 3 a+ I_I --OPTIONS ° l_I s 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) _ 63 C' �9' SEEEE SHEET 2 63SEE S�T SEE SHEET 2 _ D411 11 II ' I t X14 SMS OR SELF DRILLING_ SCREWS (GRADE 2 CRS) 0003it S B INTO METAL STRUCTURES ° p Z0fir W I ii ii I iii -STEEL :1/8" THK. MIN. (Fy = 36 KSI MIN.) M 3 p I o ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) a CL a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ��2 a ii ji d 012 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) --------------- k k i, INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") g i! (NO SHIM SPACE) ° 0 TYPICAL EDGE DISTANCE �$ 8 5 5 I INTO CONCRETE AND MASONRY = 2" MIN. o E g o INTO WOOD STRUCTURE = 1" MIN. E INTO METAL STRUCTURE = 3/4" MIN. a W 2 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. O i 2 C i C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. n Id d 14 W2 11 1 t _ }YEEPHOLES: 'v 0 m u o uoi�u " W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG bW2 = 7/8" LONG NOTCH'AT EACH END OF EXTERIOR LEG Engr:JAVAO AHMAD • a CML PRODUCT REVISC•D a 3 ALTERNATE FRAME. SILT. FLA.PE 170592 asromplyingwith lyeFlorida 3 �. .• '' ,, '' EDGE CA 3e Building Code a. ..•,.•a,.• EDGE DIST.' DIS A—pla wNo 15'0011.O(o Y �' ' n TYPICAL ANCHORS tretl Dele (N I! `` SEE ELEV.FOR SPACING // •'+'_ "'e''• TYPICAL ANCHORS BY CONCRETE" O SEE ELEV.FOR SPACING S li 2OI Dada Rodua drawing no. FRAME WITH FIN OPTION W06- (LIMIT DESIGN CAPACITY TO 161.0 PSF MAX.) sheet 4 of 7 VENT WIDTH ITEM PART(I QTY. DESCRIPTION MATERIAL MANF./SUPPUER/REMARK5 �U g O1/4'MAX. 1 OW-36763 1 FRAME HEAD 8083-T8 -D.L.OPG. SHIMS 2 GW-37731 1 FRAME SILL(4'HIGH) 6053-78 - 1/4'WAX. 18 2A BA-3608 1 FRAME SILL(3'HIGH) 806348 - SHIM 16 TYPICAL ANCHORS 3 GW-31445 2 FRAME JAMB 6063-T6 - W B 13 17 O /-SEE FOR SPACING 4 GW-36708 I MEETING RAIL 8063-T6 -METAL F f a STRUCTURE 7 19 5 GW-36685 1 VENT TOP RAIL 6063-76 - `C5 O - o P,v g GW-37730 1 VENT BOTTOM RAIL(4'SILL) 60133-T6 - d 1 v BA GW-37559 1 VENT BOTTOM RAIL(3'SILL) 6063-T8 O LL - ......................... 7 GW-31134 2 VENT JAMB OLE 6083-T6 - O b r ' E GW-31470 2 VENT STOP 6083-T5 - TYPICAL ANCHORS w _____ ____________ B 18-56 4/VENT GLAZING BEAD ANGLE 6063-T5 - O a Q C SEE ELEV. ________ 0 0 m 5 9A TM-123 4/VENT GLAZING DEAD 6083-T5 - W.. FOR SPACING 8 .._.._.._._.._.._.._._ _ _ w k12 TM-170 4/VENT GLAZING BEAD 6063-T6 - Q TM-181 4/VENT GLAZING BEAD(INSUL LAM.GLASS) 6063-T6 - W W_ EXTERIOR IBY 18 X 1/2' 12/VENT GLAZING ANGLE SCREWS STEEL PH SMS J LZZ�Z7 1Nry� { 3 WOOD BUCKS 4037 (1)STRIP FIN SEAL WEATHERSTRIP - MTG.RML/FRAME SILL Q W n F F D.L.OPG. (FIXED) 2240 (1)STRIP FIN SEAL WEATHERSTRIPVEW TOP 3722 (2)STRIP FIN SEAL WEATHERSTRIP - VENT JAMB STILESWINDOW WIDTH - 2 1 1/2'x7/8'x3/4'FINS_AL PAD - FRAME SILL CORNERS TYPICAL ANCHORS 15 - 2/VENT LATCH LOCK AT 5'FROM ENDS CAST IVENT TOP B SEE ELEV.FOR SPACING 15A TM-118A 2/VENT SPRING LOADED EGRESS LOCK 6063-T6 VENT BOTTOM RAL pt TYPICAL ANCHORS 16 - 4/VENT VENT GUIDE NYLON VENT INT.C SEE ELEV.FOR SPACORNERS z pm a SPACING 16 ¢ m p j 17 - 2/VEW CAI-DWELL SPIRAL BALANCES - AT FRAME JAMBS O too 1/4'MAX' SHIM 1/4� 18 WVR-9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS v V LL 1619 N69 2/VENT CAI-DWELL BALANCE CUP - VENT BOR.CORNERS us ? 8 13 20 2112 x 3/4'P.H.SMS STEEL (1)AT EACH BALANCE z O W¢VV 7 E31T.M-179 0 112 x 1'P.H. SMS STEEL FRAME CORNERS 3 3 W O O<D m 8 110 x 1'P.H.SMS STEEL VENT CORNERS 4 18 x 3/4'F.H.SMS. STEEL (2)AT EACH LATCH Z W 4 16 x 3/8'F.H.SMS. STEEL AT EA.PLASTIC GUIDE t�a. 8 3 _ 1 1x1 3/16x3/4x1/8'CHANNEL STEEL AT VENT TOP n0. 2 1x1/4 THK.xb'LONG BAR ALUM. (1)AT FA MTG.RAL END 0 1 I/Zxlxl/2xl/B'CHANNEL STEEL AT MEEDNG RAIL 161 2 FIN TRIM FOR JAMBS 6063-T6 .. .. .. .. .. .. .. .. 163 1 nN TRIM FOR HEAD 6063-T6 164 1 FIN TRIM FOR SILL 6063-76 3 WINDOW WIDTH 179 1 ARC.RAL REINFORCING CHANNEL 6063-T5 AT MEETING RAL o GMWAI-DADE COUNTY178 1 TOP RAL REINFORCING CHANNEL 6063-T6 AT VENT TOP APPR.D CUPPED MULLION FRAME WITH FIN OPTION SEE SEPARATE NOA AS READ. SETTING BLOCKS EPDM DUROMETER 5015 SNORE A u qg 5 TYPICAL ANCHORS u g g SEE ELEV.FOR SPACING SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 0 ' m SILICONE OR ACRYLIC SEALANT. y a$ 2 m •5 -0� 8 o m u a c m En9n JAVADAHMAD PRODUCT REVISED CML av complying with the Florida i FLA.PE 1 70592 Buildin Code C.A.N. JB Acaept=.No! 'Ofp�L O{o 8 }` hall Delc 17 By 0 EXTERIOR O1 1� DeIIbPToATx' drawing no. WINDOW WIDTH WINDOW xlmH W06-34 sheet 5 of 7 [-1.425-1 I F--1.426--^I .125_ �U 3 I .5°0 438 1 1rr062 2.500 27 -�I 1.0°0 -f O .90T- '50"0 1'�� ,062 847 .062 1.600 .062 IIII b 3.7L 1 19 1.000 f' zd 3.069 a � a ,.092 0 .125�I .ezz O v 1.406 r 3.188 1'030 9A L .530 LY .500 O O a u ze 12. { r Q FRAME HEAD �1 3.097 .°45 .405 c° 2.375 MTG. RAIL REINFORCINGS MTG. RAIL REINFORCINGS Q ,,925 1,000 29 NAIL FIN (HEAD) STEEL ALUMINUM Q dl r Q FRAME JAMB 334a CO 1 AOU 1.250 .385 .938-I .040- J i7 Q� v 2.188 750 1,888 .052 .062 ,062 2.190 1.187 _� ,.18 688 6 -4-- 98 ,602 .582 0 1.375 2.500 25 32 3 TOP RAIL REINFORCING TOP RAIL REINFORCING m Q FIXED MEETING RAIL Q VENT STOP 26 NAIL FIN (JAMB) STEEL ALUMINUM z (Q]o * 1.375 3.199 .183-•{ (32, 0 , -j , z JwLa. 9C 540 0 JEu ; 1.32492J--I 1.750 1.374 062 2.250 9 F - ,062 J.277 1.214 1.369 $z.5oD GLAZING BEADS � O 0 VENT TOP RAIL O .SASH SIDE RAIL 3o NAIL FIN (SILL) ® LATCH LOCK y 2.202 3.245 o m g .9971 2.202 3.245 N a b .997 .062 mtl o a n w c� e 3.812 F .062 4.312 4.347 2.630 ,v°c m u 3.927 3.330 3.439W.062 3.359 .- .062 2.839 Enpr..NYAD AHIMD PRODUCTRRVISED �I . aFIA.PEMj 70592 e9complyingwith the F(midms.684 .684 C.AN 5538 BuCoiAcceptenco No/S•O (/,O(�Bxplmlion Dole 3. BY 1.376 2 2015 ml adoProauct drawing no. FRAME SILLS NOTE:EITW06-34 © VENT BOTTOM RAILS ® HER SILL CAN BE USED sheet 6 of] N cn � N N O �T - m �tame'0 �o 0 - 00 0 _s o ,; w-zroerevisions: SER1E5 605 ALUMINUM SINGLE HUNG WDW.(LMA.) AL-FAROOQ CORPORATION a m o no a e escn ion '� �e0k: 1 2'—,' a ,,.06.06 reE,r.PEq tseo eaNUEHrs ENGINEERS 7 PRODUCE DEVELOPMENT /O TM Windows, LLC. 1235 MIAMI, L RI AVE f v �m c 0,.t0.oe cuss a aEwF.aFtmr+s nm. '1543 N. POWERLINE ROAD MIAMI,FLORIDA 33174 tr.by t uiD o rs.tzos UPDATED FOR 3007 M POMPANO BEACH, FL 33069 TEL(3os)264-s FAX.(ws)2626978 C' V c dei.�, E D,.,6.,1 ra cwwcE rats stgEr TEL 954 781-4430 FAX 954 781-3595 F a.o,.t5 No CHANGE THIS SHEET COMP—ANL\W06-34'TidW