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WS-16-3051 (3) CEIVED Ws b_3 I Page 1 of 1 ' NOV 0 8 2016 • • • w • • • • • e i �Y: OmnSITE SPECIFIC V�ItND4QAD CTIFI�ATE.; ." us AL-FAROOQ w w • • w • • • •• CORPORATION • • 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F.'305:262.G9Z8:1.vwrvtvv.atc�eng.com alfarooq@afceng.com "' " ' Project Number: 29316-2236 Date Requested: 10/28/2016 11:58:05 AM Client: Chester Guyon Mailing Address: Chester Guyon CG Construction-Window Co CG Construction-Window Co 7835 sw 18 ter 7835 sw 18 ter Miami, FL 33155 Miami, FL 33155 Project Address: 695 ne 93 st Job Name: Mariano Celano miami shores FL 33138 Project Information Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10&2014 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Design Wind Pressures (PSF) Exposure Category D Trib.Area(ft 2) Zone 4 1 Zone 5 Roof Type Sloped 10 +48.6 -52.7 1 +48.6 1 -65.1 Mean Roof Height 15.00 ft ZONE 4(--1 dw10%OF LEAST HORIZONTAL DIMENSION Elevation of Opening 12.00 ft ZONE 5C3 HEIGHT'H'FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Least Horizontal Dimension N/A General CalculationsH Directionality Factor(Kd) 0.85 e Velocity Pressure Coefficient(Kh) 1.03 'd � Velocity Pressure Coefficient(Kz) 1.03 1 d d Topographical Factor(Kzt) 1.00 Valid Only with Engineer's Seal Velocity Pressure(Qh) 68.7 psf Velocity Pressure(Qz) 68.7 psf I ,� Gcp Zone 4 +1.00,-1.10 I fes' Gcp Zone 5 +1.00,-1.40 ' Notes: ± = i Based on data provided by the client. Ultimate wind speed " used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by ti 0.6 multiplication factor. �i( r ,� ©2016 , Copyright AI-Farooq Corporation CAN (EB)#3538 10/31/2016 . . . . . . . . . . MIAMI•D1ADE MIAMI-DADE COUNTY g .; .: PRODUGT CON'IROIiy§ECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER): • : ;1806*SW A.%treI4Room 208 BOARD AND CODE ADMINISTRATION DIVISION .;. ; T(;8 3351!590 :F(062315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.eov/economy Eco Window Systems,LLC .. :00 9114 NW 106 Street •� • Medley,FL 33178 .. � � �� • 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 ar- 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, include ing the High Velocity Hurricane Zone. DESCRIPTION: Series 11400"Aluminum Window Wall System (with window inserts)—L.M.I. APPROVAL DOCUMENT: Drawing No. W09-42, titled "Series 400 Alum. Window Wall System (L.M.I.)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/13/09, with revision C dated 01/13/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Section Revision Stamp with the Notice of Acceptance number and expiration date by the Miami— Dade County Product Control Section. Z 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 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 displpyed,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 Official. This NOA revises NOA# 12-0801.02 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. 14-0910.07 MIAMI-DADE COUNTY Expiration Date: December 20,2017` ' 1 f-6#/ Approval Date: April 30,2015 � Page 1 . . . . . . . . . . • ... : : : Eco Window Systems, LL �• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED �; • • • . • . . • A. DRAWINGS 1. Manufacturer's die drawings and sections. .•• ; ••• ;.• ;.. go 2. Drawing No. W09-42, titled"Series 400 Alum Windo,&*W l$)Mten;{L.1�.I.}", sheets 1 through 9 of 9, dated 08/13/09, with revision C�daA b-f/lWI5;•prepfred by AI- Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 window wall system,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7233, dated 02/01/13, signed and sealed by Marlin D.Brinson,P.E. 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 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Hurricane Engineering& Testing, Inc.,Test Report No. HETI-10-3129, dated 10/18/10, signed and sealed by Candido F. Font, P.E. "Submitted under previous NOA#12-0801.02" 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Hurricane Engineering&Testing, Inc.,Test Reports No. HETI-10-3071, HETI-10-3072, HETI-10-3073, HETI-10-3074 and HETI-10-3075, all dated 10/18/10, all signed and sealed by Candido F. Font,P.E. "Submitted under previous NOA#12-0801.02" 4. Test reports on: 1) Safety Performance Test, (class A, Sec. 5)per ANSI Z97.1-1984 CPSC 16 CFR, CH II, Part 1201 along with marked—up drawings and installation diagram of an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3096, dated 10/18/10, signed and sealed by Candido F. Font,P.E. "Submitted under previous NOA#12-0801.02" Manuel Per E. Product Control xam' er NOA No. 1 - 0.07 Expiration Date: December 20,2017 Approval Date: April 30,2015 E- 1 Eco Window Systems,LLC .:. : : : • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • C. CALCULATIONS 1. Anchor verification calculations and structural anglyci!� oomplyiug 1ivjth F, C-51h Edition (2014),prepared by Al-Farooq CorporatioA,dated��f1?1;4:and%4/09/15, signed and sealed 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. 114624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGIasO Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated August 25,2014,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No HETI-10-3071, HETI-10-3072, HETI-10-3073, HETI-10-3074, HETI-10-3075, HETI-10-3096 and HETI-10-3129, all issued by Hurricane Engineering & Testing, Inc., dated 10/18/10, and signed and sealed by Candido F. Font, P.E. 3. Proposal No. 10-0233R issued by the Product Control Section, dated 07/12/10, signed by Manuel Perez, P.E. 4. Proposal issued by the Product Control Section, dated 01/11/13, signed by Jaime Gascon,P.E., Supervisor,Product Control Section. G. OTHERS 1. Notice of Acceptance No. 12-0801.02,issued to Eco Window Systems, LLC for their Series"400"Aluminum Window Wall System With Window Inserts —L.M.1, approved on 12/20/12 and expiring on 12/20/17. Manuel ,P.E. Product Contr4Lgxdminer NOA No.14-0910.07 Expiration Date: December 20,2017 Approval Date: Apri130,2015 E-2 WINDOW WALL SYSTEM WITH WINDOW INSERT REINFORCING AS READ. SEE SEPARATE NOA FOR WINDOW CAPACITY �� w SEE SHEETS 3&4 n ` i '/3 LOWER RATING OF WINDOW OR � y m z • A FOR CAPACITY F WINDOW WALL SYSTEM WILL CONTROL. A p Wxo • • • 5 8 5 Z ro 3 O ••0 0 •• iJ • • o_ Q In Ell J000000.:•• 00 •• •• bF0 •• •• 00• •0• •• ••• •0 • IIj 0 IS • ••7 W • � II ----------- -------- I' 3 • I • / IL__T _.• 02x0 tIo� • N - -- z -- W ` • W W [n LLI w �FF- a / / ♦LI W '� w ? 5 S -a 00100 °z�� 0 3 I - /1 Z}N HE__w HEADSL� \r - MAX. MULLION SPACING 4 I j U�I+IQ. I i SEE SHEETS 3 & 4 HEAD/SILL Ilo-o- I J CORNERS CORNERS 1 CORNERS 1 N ll.l°ice CHARS TYPE A. B OR G ANCHORS TYPE A, B OR C i II ANCHORS TYPE A. B OR C ��1NN 2, 3 OR 4 AT EACH JAMB--/ __2, 3 OR 4 TZ, 3 OR 4 AT EACH JAMB-- ? AT EACH SIDE OF MULLION 11.. SEE SHELT 5 SEE SHEET 5 SEE SHEEF 5 SERIES 400 ALUMINUM WINDOW WALL SYSTEM g INSTRUCTIONS: THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT USE CHARTS AS FOLLOWS. c a a SHUTTERS ARE NOT REQUIRED. u CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG.HEIGHT,WIND ZONE USING APPLICABLE ASCE 7 STANDARD. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THESTEP 2 CHECK GLASS CAPACITY TABLE ON SHEET 2 FOR a °i n n REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY GLASS TYPE,GLASS DIMENSIONS (WIDTH &HEIGHT) m°n HURRICANE ZONE (HVHZ). AND PRESSURE CAPACITY. O WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. c_.m" LOADS TO THE STRUCTURE. STEP 3 CHECK WINDOW WALL SYSTEM CAPACITY FOR DESIRED LARGE MISSILE IMPACT ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS HEIGHT AND MULLION SPACING USING CHARTS ON $ Q r:JAVAD ANMD Engo EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHEETS 3&4. PRODUCT REVISED o g THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. CML as Implying with the FlWddO I r ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE FLA. PE/7D592g USING CHARTS ON SHEET S SELECT ANCHOR CAN,3 38 Building Code NOT PART OF THIS APPROVAL. STEP 4 OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD Acmpwna No#a-oa)o'o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. SPECIFIED IN STEP 1 ABOVE. BK 10°pl0 ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. STEP 5 VERIFY UNANCHORED JAMBS, IF USED AS PER SHEETS '9 Oo1 ICD drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 3, 4 AND 7. L 1 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 6 THE LOWEST VALUE RESULTING FROM STEPS 2,3 W09-42 REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND 4 SHALL APPLY TO ENTIRE SYSTEM. sheet � of g GLASS LOAD CAPACITY - PSF SILICONE o D.L.O.WIDTH D.L.O.WIDTH 4%U W DOW CORNING 995 to c GLASS TYPE GLASS TYPES NOMINAL DIM . 'GIL' 'G2L' & 'G21.1' 1/4'HEAT STREN'D GLASS o D.L.O.WIQJH D.LO.floor EXTK+) INT.(-) EXT.(+) INT.(-) Z n 3 l6�1't 65.0 75.00 �. 30.0 Du9Pontn4utocite er PV8 O Z • W 32-1/2" • 00,11 0 75.0 •80.0 4130.0 GI By'E.I. DuPont De Nemours& Co., Inc.' E H IL r s�rir 76.3/4" 6W 75.0• 60.0 •130.0 71 04-1/2" • 65.0 75.0• 130.0 t= J 1/4' HEAT STREN'D GLASS 0 • jtIva- 65.0 75.0 60.0 130.0 w o IL 56-1/2" ••• 6&0 75. 130.0 /1 • 2 1)2- 5.0 75.1! 9" 0130.0 J w I u V •SZ IA 000665.0 75.0 #QO• 130.0 x • 38-10 •• .0 75.d 0.0 130.0 / • • 84-314 Ci �. 10 Q g • 4�1 65.0 75.0 80.0 130.0 ,1 ;LL • M5!0-/•2: • ,e65.0'-75.82 130.0 W H!_ b r56-t/2" .0 75.0 45!0 100.0 -1111-7J I�g j •26-1/2' • 115.0 75,J B. 130.0 O Z liyl a QW 2 �' • •JQ•1(2' S.0 75E 080.0 130.0 9 0 38-1/2' •••• •5.0 75.0 80.0 130.0 90 *4' •GI ASB TYPE G1L s 44-1/2' 5.0 75.0 80.0 130.0 U o J 50' 65.0 75.0 80.0 130.0 44 J ur 50-1/2" 65.0 75.0 80.0 100.0 SILICONE 56-1/2" 65.0 75.0 80.0 100.0 DOW CORNING 995 26-1/2" 65.0 75.0 80.0 130.0W SILICONE 1/4' HEAT STREN'D GLASS 32-1/2" 65.0 75.0 80.0 130.0 DOW CORNING 9853 0 .090' Interloyer 38-1/2" 65.0 75.0 80.0 130.0 DuPont SentryGlas 3 96-3/4' N 1/4'HEAT STREN'D GLASS By 'E.I. DuPont De Nemours& Co., Inc.' g �j r- 44-1/2" 65.0 75.0 80.0 130.0 z a 47' 65.0 75.0 80.0 130.0 090' Interlayer 1/4'HEAT STREN'D GLASS 3 u, M DuPont SentryGlas ? O C> n 50-1/2' 65.0 75.0 80.0 100.0 By'E.I. 3/8"AIR SPACE 'E.I. DuPont De Neours&Co., Inc.' Z ' 26-1/2" 65.0 75.0 80.0 130.0 32-1/2' 65.0 75.0 80.0 1130.0 1/4'HEAT STREN'D GLASS 1/4"TEMP. GLASS g 3 Z} o 38-1/2' 65.0 75.0 80.0 130.0 O 1 D2-3/4" �, W rn 44' 65.0 75.0 80.0 130.0 44-1/2' 65.0 75.0 80.0 100.0 m O 49" 65.0 75.0 80.0 100.0 I u, 26-1/2 65.0 75.0 80.0 130.0 i 7 7 10 10 32-1/2 65.0 75.0 80.0 130.0 38-1/2" 106-3/4" 65.0 75.0 80.0 130.0 3: 41' 65.0 75.0 80.0 130.0 p 44-1/2' 65.0 75.0 80.0 100.0 0 0 47' 65.0 75.0 80.0 100.0 a� SPACER V 26-1/2' 65.0 75.0 80.0 130.0 w 9 9 ST.4STEEL K u $ 32-1/2" 65.0 75.0 60.0 130.0 = GLASS TYPE G2L GLASS TYPE G2LI 38-1/2' 65.0 75.0 80.0 130.0 a n 114-3/4' O c d 39' 65.0 75.0 60.0 130.0 V) GLAZING OPTIONS °a �` N S O 44-1/2' 65.0 75.0 80.0 100.0 26-1/2" 65.0 75.0 60.0 130.0 ; 32-1/2 120-3/4" 65.0 75.0 80.0 130.0 w 37' 65.0 75.0 80.0 130.0 W £ q 38-1/2' 65.0 75.0 60.0 100.0 ] Eegr.SCM o PRODUCT REVISED i 42" 65.0 75.0 80.0 100.0 ro FIA..AN. 36 92 Build complying with the F�� 26-1/2" 65.0 75.0 t8..0 130.0 O Acceptance No 14-o O.O7 32-1/2' 126-3/4" 65.0 75.0 130.0 g Ex iratron Late 35' 65.0 75.0 130.0 By a Miau DadeProdlTtCa drawing no.36-1/2' es.o 75.0 100.0 GLASS CAPACITIES ON THIS SHEET ARE 9 205 W09-42 40" 65.0 75.0 100.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). sheet 2 of g JAMB &MUL11ON DIAD CAPACITY - PSF U O w 114185&uuwous w1DtaB INiOGE01A1E 1+oR¢aNIJJs v JAMB'JJJAMB'J2' JAMB'J2' w NOMINAL DIMS• !W.1)[11 NULL'M2' MULL'M3' z n 3 WIOTH(IW FRAME HFJC ( .(-)EXT.+)INT.(-)IXT.(+)INT.(-) S2 S2 Q k • 60.0 100.0 e0p j00.0 .0 130.0 = :,�"Di = 36'• •• 100.0 80.04 100.0 IQW.D 130.0 OP •*�• • 80.0 100.0 8 100.0 80.0 130.0 O O • 48' 64' 60.0 100.0 am4100.0 80.0 130.0 REJNFORCING READ.AT n 54' 80.0 100.0 Bd0• l�.a 80.0 130.0 UNSECURED JAMBS ONLY O • '00�,• • 100.0 80.00 6100.6 60.0 130.0 W1 I Wt I W2 I W3�I SEE CHART FOR CAPACITY C < •03r• • 100.0 B 1 BOA 130.0 v p • •iaD'• fio.o tao.o eo.o 100.o eoo 130.o WIDTH (W) - WI 0'0. 8 • 41' 9tt• .O 1DO.o 8 LP � 60.0 130.0 AT FRAME JAMB O n p m • ••�• • 41N90 100.0 80,E 600 130,0 WIDTH (W) = W2 + W3 �R a p ¢� • 54'• 80.0 100.0 60.0 100.0 80.0 130.0 AT FRAME MULLION 2 Q�;2 • 60'04 80.0 94.8 80. 1 80.0 130.0 4.2 H- 30 ••• �. 100.0 ✓D.0 BOA 130.0 .1 g I V 36' • fio.% 100.0 1P.0 IRO 80.0 130.0 a b f • • 98" 80.0 100.0 00,0 100.09 80.0 130.0 O 48' 000 95.9 sw too'd, 80.0 130.0 54" 0 60.0 87.3 80.0 100.0 80.0 130.0V G 60' 80.0 80.9 80.0 100.0 60.0 130.0 UNSECURED JAMB'J l' UNSECURED JAMB']2' 30' SOA 100.0 80A 100.0 80.0 13(1.0 Ix 1 WrT FSx IN"3 1x 9 4 S. IN'3 1 36' 50.0 100.0 80.0 100.0 80.0 130.0 4.731 2.5580 10.5919 4.1062 (4 42' 80.0 90.3 80.0 100.0 80.0 130.0 45' 102' 80.0 80.8 80.0 1100.01 80.0 130.0 v Ld 54' 73.8 1 71.8 50,0 1100.0 80.0 130.0 of Ld 56' 71.7 71.7 60.0 100.0 80.0 130.0 = 0 60' - - - - 80.0 129.0 30' 80.0 100.0 80.0 100.0 80.0 130.0 g 0 O 36' 80.0 86.6 80.0 100.0 80.0 130.0 = O 42' 75.5 75.5 50.0 100.0 80,0 130.0 3 48' 106' 67.4 57,4 8D.0 100.0 50.0 13010 3 Z 53' 62.1 62.1 80.0 99.2 80.0 13D.0 `r 54' - - - - 80.0 123.4 O �y' Wrn� � 60' - - - - 80.0 113.4 30' 80.0 66.9 80.0 100.0 80.0 100.0 O 38' 73.1 73.3 60.0 100.0 80.0 100.0 42" 63.8 63.8 80.0 100.0 80.0 100.0 i 40* 114' 56.8 56.8 80.0 95.0 80.0 100.0 X 50' 54.9 54.9 50.0 91.6 80.0 1OD.O u n S c 54' - 80.0 80.0 � SO' - - - - 80.0 80.0 30' 74.3 74,3 80.0 100.0 80.0 100.0 vOi E i a 35' 62.6 62.6 80.0 100.0 80.0 100.0 42' 120• 54,4 54.4 80.0 91.2 50.0 100.0 4B' 48.3 48.3 80.0 81.1 5010 100.0 „ MULLION '411' MULLION'412' MULLION'413' u. _ _ _ _ 80.0 80.0 H r ri _ _ IX IN"4 Sz IN-3 Ix IN-4 Sx IN" IX IN-4 SX IN"3 o" _ _ 00:0 8800 6.7306 2.6093 10.8376 4.2014 ALUMINUM 10.8376 4.2014 $ ST. 2.000 1.0000 36' 126' - - - - 80.0 80.0 TOTAL 16.6376 J� 42' - - - 80.0 60.0 r.ALUM+1.SIL X z.9 80.0 50.0 En JAVAD MAD Q 36' 132' - - - - 80.0 80.0 FL PRODUCT REVISED 1 CML 42' - - 80A 80.0 SCAN. 538 92 BuildingYing Code with the FIOt1dn $ Acceptmce No -0 �� 7 A Bap'relion Date ijj O BY drawing no. Mialel Product Co � 2595 W09-42 sheet 3 of 9 JAMB k MULLION LOAD CAPACITY - PSF (1 v U AM 9 WULUONS WITH INTERMEDIATE HORIZONTALS ! N INTERMEDIATE INTERMEDIATE < JAMB'JJ' j'lAB'J2' JAMB'J2' HORIZONTALS HORIZONTALS NOMINAL DIMSP Lift'MI' L'M2' MULL'M3' • WIOTH(h FRAME NOW INF.(-) )INT- EXT.(+)INT.(-) ----- 80.0 1DO.0000.0 80.0 130.0 36'• •• 100.0100.0 80.0 130.0 f "G • ••4116• 84 • 80.0 100.0100.0 80.0 130.0 x x O a • 48' 80.0 100.0 •100.0 80.0 130.0 a6ii- W9i • REINFORCING RECID.AT 0•5•'0 • 80.0 100.0 1 80.0 130.0 UNSECURED JAMBS ONLY GF 60' 93.8 1000 80.0 130.0 SEE CHART FOR CAPACITY 0 U F • •�3e'• • 6OC 100.01 80.0 130.0 V 5 ••�'• 0 80.0 100.0 100.0 80.0 130.0 Wt W1 W2 W3 cl42' 80.01DD.0 90.0 130.0 V: �o too.a 19010 eo.o 130.0• 54b 80.0 59.9100.0WIDTH (W) - Wla 0' 50.0 80.9 100.0 BO.O 130.0 AT FRAME JAMBZ 30' ••• IDD.O eD.o 130.0 WIDTH (W) = W2 + W3 J Z J J6' • 80.91 100,0 &D.O 0 80.0 130.0 AT FRAME MULLION 2 Q Iu el F 0 •/2i 9B, 80.0 100.0 90.0 100.01 80.0 130.0 0 48' 0 0 0 11➢-6 88.1 80'6 100. 80.0 130.0 54' • 78.9 78.3 80.0 100.0 80.0 130.0 N 80' 70.5 70.5 80.0 100.0 80.0 129.1 UNSECURED JAMB'J1' UNSECURED JAMB'J2' J a 30' 80.0 100,0 80.0 100.0 80.0 130.0 JX IN'4 Sx IN"3 lx IN"4 SX N"3 n 35' 80.0 98.6 80.0 100.0 80.0 130.0 4.731 12.5580 110.5919 14.1062 vi 42' 80.0 64.5 8D.0 100.0 80.0 130.0 48' 102' 73.9 73.9 80.0 100.0 80.0 130.0 3 Be 65.7 65.7 80.0 1 100.0 80.0 130.0 ; }.W C 55' 63.4 63.4 80.0 99.4 80.0 127.1 g N�- 80.0 114.3 3 3D' 80.0 99.6 80.0 100.0 80.0 130.0 0 or) h 36' 80.0 83.0 80.0 100.0 80.0 130.0 42' 71.2 71.2 80.0 100.0 50.0 130.0 ---- 11 Fl 43' 108' 62.3 62.3 90.0 1DO.0 80.0 130.0 3 Zr o 53' 56.4 56.4 8D.0K1-..D 80.0 127.5 M, 0-t 54' - - - 80.0 113.3 W m g 80.0 102.0 30' 80.0 84.7 80.0 80.0 100.070.8 70.6 80.0 80.0 100.042' 60.5 60.5 BOA BD.O 100.048' 114' 52.9 52.9 804 80-0 100.050' 50.5 50.8 80.0 . 50.0 100.0 8 54' - - - - 80.0 80.0 O 60' - - - - 80.0 80.0 _ p, 30' 72.6 72.6 80.0 100.0 80.0 100.0 36' 60.5 60.5 80.0 100.080.0 100.0 •IF 42' 120' 51.9 51.9 80.0 87.0 80.0 100.0 48' 45.4 45.4 76.2 76.2 80.0 94.0 MULLION 'MI' M1113JON'M2' MULLION'M3' V 54' - - - - 80.0 60.0 c 0^ < 811.0 80.0 Ix IN'4 Sz IN"3 Ix IN"4 Sx Ix IN"4 JS IN"'3 0 °H 6.7306 2.6093 10.8376 4,2014 ALUMINUM 10.8376 4.2014 > 8 0 80.0 STEEL 2.000 1.0000 < m 38' - - - - 80.0 50.0 TOTAL 16.6376 42' - - - - 80.0 50.0 tr MAIN 4 la SIL X I.9 G 26' 48' - - - - 80.0 60.0 1 54' - - - - 80.0 80.0 Engr.JAVPD AHMAD PRODUCT REVISED $ i CML 74.9 74.9 LLA.PE yy 8 as iidinB ingwith the FlotWe i C.A-N.3_ 8 Building Coda /4.OqrQ Q 30' - - - - 80.0 80.0 AccePt9ncc No �J $ �R 38' - =- 75.1 80.0 Ilz irntion Date J S 9 12' 132' - _ B04 By Mi91 D9dc tro drawing no. 48' - - 90.0 54' - - 73.9 {�; 9 209 W09-42 60' - - 65.s sheet 4 of 9 ANCHOR LOAD CAPACITY - PSF INTERMEDIATE a H E7(T.(+)&IM.(-) HORZONTALS OPTIIONAL �� a NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' &'C' FIXED LRES I WIDTH(W) FRAMF•HEI A3 A4 B2/C2 B3/C3 B4/C4 Z •�• •• 0123.0 1310 ♦J*.0 130.0 130.0 130.0 Q 36y 1492.57A130. 130.0 13(.,.J 130.0 H • ••.� 0000007.8 130.0 130.0 112.3 130.0 130.0 48' 86 76.9 113.3 130 98.3 130.0 130.0 w �/, WAO w 0 d • 54" • 68.3 101.0 1 01 RIO 87.4 130.0 130.0 O 4 • ••�• • • 61.5 92. 1 78.6 117.9 730.0 00v& • • 4.8 1�.0 •130.0 130.0 130.0 130.0 I I V O N • •• i 95.6 130.0 1 0.0 122.3 130.0 130.0 W1 Wl W2 W3 a 4�2•" pp••• 2.0 1 A •140.0 104.8 130.0 130.0 P Q a p g t ••iY 09;0• 71.7 1076.0 WO.0 91.7 130.0 130.0 WIDTH (W) = W7 °�m • 549 • 63.8 127.5 81.5 122.3 130.0 AT FRAME JAMB • 57.4 86.1• 114.8 73.4 110.1 130.0 W2 + W3 2 - WIDTH (W) = 30' 00004 :07.6 1 . ♦319.0 130.0 130.0 130.0 AT FRAME MULLION 2 Q 36" 89.7 140.0 630.0 114.7 130.0 130.0 • 0 04f 076.9 1 .0 98.3 130.0 130.0 45" •9•• •87.3 100.9 130.0 88.0 129.0 130.0 54' 59.8 89.7 119.6 76.4 114.7 130.0 J J 60' 53.8 80.7 107.6 68.8 103.2 130.0 J 1 30' 101.3 13010 130.0 129.5 130.0 130.0 N 36' 84.4 126.6 130.0 107.9 130.0 130.0 42" 72.3 108.5 130.0 92.5 130.0 130.0 Q. 102' 63.3 94.9 128.6 80.9 121.4 130.0 ;; W 54' 56.3 84.4 112.5 71.9 107.9 130.0 O o0 n 60' 50.8 78.0 101.3 64,6 97.1 129.5 30" 95.6 130.0 130.0 122.3 130.0 130.0 s O O M 36" 79.7 119.6 130.0 101.9 130.0 130.0 Z '� 42' 108 66,3 1 9.7 130.6 87.4 130.0 130.0 III III 3 z N 48" 39.8 69.7 119.6 78.4 114.7 130.0 ILI'LSSI�- TfFILII I��-I I J 54" 53.1 79.7 106.3 68.0 101.9 130,0 I 7 3' 60" 47.8 71.7 95.6 61,2 91.7 122.3 a• F�1 - 3' W 01m 30' 90.6 130.0 130.0 115.9 130.0 130.0 -�1 Imo- 4" J- O 36" 75.5 113.3 130.0 95.5 130.0 130.0 14 - 42* 114' 64.7 97.1 129.4 82.8 124.2 130.0 48" 56.6 84.9 113.3 72.4 108.6 130.0 54' 50.3 75.5 10.6 64.4 86.6 128.7 3- �' $ 60" 45.3 68.0 90.8 57.9 86.9 115.9 30" 86.1 129.1 130.0 110.1 130.0 130.0L-i P9 s 36' 71.7 107.6 1J0.0 91.7 130.0 130.0 �r4D�ll >120' 61.5 92.2 123.0 78.6 117.9 130.0 I �" 3 I I ;• 01gu IF48" 53.8 80.7 107.6 68.8 103.2 130.0 3• ��111 Fes- 3 ��III Ilio-o-o-� NOTE: USE SEAR CUP UW-403 AT 54" 47.8 71.7 95.6 61.2 91.7 122.3 ANCHOR LOCATIONS OF SUFFICIENT LENGTH n 60' 43.0 64.6 86.1 55.0 82.6 110.1 A2,B2, C2 A3. B3.C3 Al TO COVER ALL ANCHOR SPACINGS o 30' 82.0 123.0 130.0 104.8 130.0 130.0 • 8 36' 68.3 102.5 130.0 87.4 130.0 1JOA d<< m 42" 126" 58.6 57.8 117.1 74.9 112.3 130.0 ANCHORS TYPES:SEE SHEET 6 FOR DESCRIPTION 48" 51.2 76.9 102.5 65.5 98.3 130,0 A2 a (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 54" 45.5 68.3 91.1 58.2 87.4 116.5 Fig°JAVAD�AHMAO PRODUCT'REVISED ^ a p B2 (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION �L T ti C2 = 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION Fu.PE!70592 s ildi.S complying 814 Florida $ 60" 41.0 61.5 82.0 52.4 78.6 104.8 3 $ C.A.R. 538 Building Co4o '/ Oq/O 30' 78.3 117.4 130.0 100.7 130.0 130,0 A3 m (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION AcceplanceNo 4 36" 65.2 97.8 130.0 83.4 125.1 130.0 B3 3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION 42" 55.9 83.8 111.8 71.5 107.2 130.0 A q C By 48' 132' 48.9 73.4 97.8 62.5 93.8 125.1 A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION A (,��:! ProQuet'Co drawing no. 54" 43.5 65.2 86.9 55.6 83.4 111.2 W09-42 60" 39.1 58.7 78.3 50.0 75.1 100.1 Sh¢6t rj O( 9 1 BY TYPICAL ANCHORS x TYPICAL ANCHORS U v WOOD BUCK S SEE ELEV. SEE ELEV. N EDGE DIST, FOR SPACING m FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • �:�._ a' o AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z n 0000•• # o \ I ED IST. m Q • • - _ -:.- • 03 TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q N ••• w• • — — — — — — — — A 6 •• • ,• �JTYPE •A, • •• •• 5B SB < '(y4" DLA LILTRACON BY 'Ft-CO' (FU-177 KSI, Fy=155 KSI) • • •• O • • • I • N O N I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O • • I WITH 1-1/2" MIN. PENETRATION INTO WOOD • • •• • •• • \= ALTERNATE = V p e1 y ^ n I THRU 1 B WOOD BUCKS INTO CONCRETE a o m • •• •• • i t -i i. 1A WITH 1-1/4" MIN. EMBED INTO CONCRETE O y • lii — �. o • •• • ••••• j I ,.I—DIRECTLY INTO CONCRETE OR MASONRY O°� • *40: �i i 4 •j 1 LWITH 1-1/4" MIN.EMBED INTO CONC. OR MASONNRY? d' g • • • I I •••• 3 I I 3 ••-..—�� Q 3 LL • •••• i''i • ANCHOR EDGE DISTANCES IL 000 • i i ••••• i INTO CONCRETE AND MASONRY = 2-1/2" MIN. J is • • • i • •• i INTO WOOD STRUCTURE = 1" MIN. <512 • 0000 O I. - . — . — . 0 !1 • •• J o I • i i d I I 5/16" DIA ULTRACON BY 'ELCO (Fu=177 K51, FY-155 KSI) v J a NJTO WOOD STRUCTURES J N i I i i I WITH 1-7/8" MIN. PENETRATION INTO WOOD .ISI I I THRU 18Y OR 2BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE I i 1 I I DIRECTLY INTO CONCRETE OR MASONRY to WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY f}n w� 8 F Ln O © O O G3 ALTERNATE I ANCHOREDGE DISTANCES 3 V- 0 M .. I.. INTO CONCRETE AND MASONRY = 3" MIN. 0 On ,e _ I INTO WOOD STRUCTURE_1-1/4" MIN. w W w W _ �- E,C Z o W I 2 i 2A I 414 SMS OR SELF DRILLING SCREWS ST/ST (GRADE 2 CRS) i3 O INTO METAL STRUCTURES awi Li o1 g STEEL : 12 GA MIN. (Fy - 36 KSI MIN.) 0 j j j q I ALUMINUM : 1/8"THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ii�i i I ANCHOR EDGE DISTANCES a INTO METAL STRUCTURE — 1/2"MIN. — — 8 N 8 J J cs WOOD AT HEAD. SILL OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN. `u U C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 2000 PSI MIN. 0 3 3 $EALANTS: I I 4 i i I i ALL FRAME JOINTS AND SEAMS SEALED WITH o a i SCHNEE—MOREHEAD SM5504 ACRYL—R SEAM SEALER. 1,20 m c � � O I 5B \ ED ALTERNATE I 5g En9,:JAVAD AHMAD PRODUCT((t),qh Lha Fbd ds ^ JTi CML a,complying M.PE/70592 Building Cede' -OLIIO,p g n x C.A.N.AM Acceptance No �l �q .. ' ry 6c indion Date / b v .v .\ .• .' "v \ MOM adeProBy dectCen Browing no. • TYPICAL ANCHORS EDGE DIST." TYPICAL ANCHORS W09-42 EDGE DIST. SEE ELEV. SEE ELEV. 11 g 2015 FOR SPACING FOR SPACING sheet 6 of g MULLION REINFORCING N8 X 3/4" SELF DRILLING SCREWS SECURED W D UNSECURED AS REOD. O AT 7-3/4'FROM ENDS O JAMB SA JAMB SEE SHEETS 3 do 4 AND 20-7/8'O.C. MAX. SA TYPICAL ANCHORS 5 5 I ♦ • FOR CAPACRY REOD.AT REINF.JAMB& MULLION SEE ELEV.''��11 TBY • FOR SPACING Z n 3 2 rZ •�O..TCK 1. r • ••3 dr tl ♦ ��a II 1 1 4" F • II . .... I,'ll 11 IL •'.... '. I� r� � II a O a • II •• r AI Il0 tY o aKytM ♦ ♦ a' • • • dl J� Via, �qt�� , • - i. 1BY •• ••• ♦ •♦•• WOOD BUCK 1/4 MAX. 1/4'MAX. z N .o ♦ D.L. OPG. EXTERIOR t • �' T D.L. OPG. - SHIM SPACE SHIM SPACE Q Z E •JAM16 QWQ[�IINFORCING • ♦•♦• • 4FEERSHE(TS 3 h 4 EXTERIOR FINISHES see* • FOR G1P CITY NOT BY ^ MIN dt MAX* ♦ ECO WINDOW SYS. MIN k MAX. SILICONE J GAP _ FRAME WIDTH GAP DOW CORNING 790 J SEE CHART SEE CHART DEPTH- 1/4'MIN. -j BELOW BELOWi O JAMBCURW MULLION REINFORCING REOD. EG 5A FULL LENGTH FOR 5 O JAMB SECURLT) SA SEE SHEETS 3 & 4 UNANCHORED JAMBS tj ALTERNATE FOR CAPACITY ALTERNATE ALTERNATE 18Y F� WOOD BUCK 2A TYPICAL ANCHORS z N n SEE 0.LV. m FOR SPACING O pt"'T I 0 IL 1,1 L' JI Z_ u- 3Zb0 jj rill _ _ _ _ _ _ _ ____ _ _ _ ll � 01� METAL a I'A� - - - - - - - - �1 STRUCTURES L O ll L I ll Q •a, L J W SECURED JAMBS 4 REINF.NOT REOD. W s ' D.L. OPG. t EXTERIOR HIM MAX. C o T SHIM SPACE p JAMB REINFORCING D.L.OPG. SILICONE II55 gg AS REDD. DOW CORNING 790 S S SEE SHEETS 3 x 4 EXTERIOR FINISHES DEPTH 1/4'MIN. x MIN & MAX. FOR CAPACITY NOT BY ECO WINDOW SYS. MIN &MAX. GAP FRAME WIDTH GAP SEE CHART SEE CHART BELOW lAA%.FRAME GAPS FOR UNANCHORED JAMBS BELOW g HEIGHT UPTO MIN. MAX. > $o 120" 1/4' 1' 1/4"DIA BOLT AND NUT << m 132' 3/8' t' AT 7-3/4'FROM ENDS NOTE; AND 20-7/8"O.C.MAX. MAX.MOVEMENT CONSIDERED-100%STRETCH. PRODUCT REVISED 'r c Engr:JAVAD AHMAD yscout I with theFlmlde PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION CML P Wt8 i 3 MANUAL FOR COMPATABILf1Y OF SEALANT TO SUBSTRATE k WINDOWALL -'--- FTA.PE If 70592 Building Code 14. $ n 3 MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. CAN.3 8 Acecpttwce No . REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. Expirutim Late 7v4' p ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ac ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. IBNi pada Product CAPS LESS THAN 1/4"MAY BE DESIGNED BY ENGINEER OF RECORD BY drawing no. THE USE OF BOND BREAKER TAPE OR 15%OF GAP ALLOWED MOVEMENT. ^�1215 W09-42 REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH 11 REINFORCED do UNREINFORCED FRAMES. sheet 7 of g FRAME HEIGHT • ••• • • • 0 got f o EXTERIOR m ---'L___-__ IL H______ Ir-•1 I ___ Iq I �5r-�-n Sµ � ► •s ,�I1ri�1 j11 `ick 1•• • • • p• . • :1•a�¢- s==-------------___---�1 _ ECO WINDOW SYSTEMS MIAMI-DADE COUNTY APPROVED WINDOWS SEE SEPARATE NOA FOR WINDOW RATING AND OLRAILS nm ' Dml n. Pi 1/4•MAX. O SHIM SPACE rn V1 o � . y M� N N 0 m I I s y� I I ADZ I II �N�A I I yy(poCl KWP� I I I IFtjj« y-yy� O I 1(•3 M 11 II I I nm �II I-�If I I I IIII l I 11111 I I IIII I I 11111 I p 1111III II 111 I 1 I I11II11 1 I IIII I I 1111 I i IIII I I 11111 I IIII I 111 I I �N�m III11 I Hit1 1 M IIII I I 1111 I 1 �n10 11111 I 11111 1 gNT� IIII I I IIII I 1 E�aZ 11111 I III11 1 L Illl l I IIII I 1 s 1111 1 I 1111 1 1 2m01 1111 j I 1111 I I ��c 1111 1 1 1111 I I 11111 I 11111 1 ZmSg o 11111 I IDI: I gip$`^ 1111 i i iiia 1111 I I IIII I 1 YRS g L a IIII I I 1111 I 1 N � O z � Z o �o 1 W 1 4 m0::E � eabo os_la-os revisions: SERIES 400 ALUM WINDOW WALL SYSTEM (LM.I.) AL-FAROOQ CORPORATIONn0 Oe eSCfl IOn GINEERS&PRODUCT DEVELOPMENT A u.+.12 REV.PM RM COMMEWs ECO WINDOW SYSTEMS, LLC. 1235 S.W.s7 AVE8 08.27.1 NO CHANGE THIS SHM7 9114 N.W. 106 STREET MIAMI,FLORIDA 331740REV.PER RER Co MEWS MEDLEY, FL. 33178 TEL(305)264a100 FAX(305)262.6978 �'! ehk by: TEL (305) 885-5299 FAX(305)885-5902 -_- - STORE\W09-42EC0 5.0005.000 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPUER/REMARKS U S .188 .198 1 UW-401 AS READ. FRAME HEAD/SILL/JAMB/MULUON 6063-16 - �� I • •• to LIW-407 AS REQD. ALT. FRAME HEAD/SILL/JAMB/MUIUON 6063-T6 2 UW-402 AS READ. SNAP-W MATE 6063-T6 - Z ! l : •••••• • 10 1.750 2A LAV-402 AS REQD. ALT. SNAP-IN MATE 6063-T6 - hZ Z' 1'• • I_ 3 UW-404 AS READ. GLAZING BEAD 6063-T6 • ••�� •• •• 125 • • 125 4 LW-408 AS REQD. FRAME INSERT 6063-T6 = 5 LAI-403 AS REQD. SHEAR CUP, 3-3/4'LONG AT JAMB ANCHORS 6063-T6 • TYP •• ••• TYP 5A LAI-403 AS REQD. SHEAR CUP, FULL LENGTH 8063-T6 • •••• �•4.00D • _ 0 •• 58 11W-403 AS REQD. SHEAR CUP, LENGTH VARIES TO COVER ANCHOR SPACINGS 6063-TB "`_"• •••••• *00000 1A 6 UW-408 AS REQD. STIFFENER INSERT 6063-T6 - (j m N • •U%E HEAD/ J MB/MULLION ALT. FRAME HEAD/SILL/JAMB/MULLION 6A - AS REQD. STIFFENER BAR GALV. STEEL - �Q�M g • • • • 7 UW-406 AS REQD. GLAZING GASKET NEOPRENE DUROMETER 55±5 SHORE A �`Q p ••• •••• •••• 8 /12 X 1-1/4' 4/CORNER FRAME ASSEMBLY SCREWS - PH SMS y m • • •3.736 ••••• 3.7J6 9 - 2/LITE SErNNG BLOCKS AT 1/4 POINTS NEOPRENE 3/16' X 1/2'X • •• • • 10 - AS REQD. GLASS SPACER SILICONE FRANK LOWE LL 2 N .578 • J 0 1.453 •• Q a S r • •• ••875 �0•�9p4 • • • Oy4 ••••i�' • • TYP. V J � 2 SNAP IN MATE ALT. SNAP IN MATE a 1.688 / W .094-^{ 050 / TYP. 1.063 W 4 .875 rFor-,.875 .989 062�' /1.432 L GLAZING BEAD 4FRAME INSERT FRAME TOP CORNER 0 3.736 .09 . .5F7.8 04 188 � - 5 SHEAR CLIP a °. €$ 1.441 .375-�j ,/ « .,n HORIZONTAL CORNER o« ^ HE.1 4.534 125 4.000 Engr.AWAMLAHMAD BODUCT REVISED s, 2C. AN." asc plyingwilhlhe FlarWa 8 y� Ow1ding Code �, .250 Ex lion Date ly o NO Prodacl -- Browing no. 201 W09-42 6 STIFFENER INSERT STIFFENER BAR FRAME BOTTOM CORNER sheet g of g MIAMI•DADE MIAMI-DADE COUNTY 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.gov/economy Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 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,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,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 da=e bythe Mirstm-1'?ade .... •• 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'hAft or JOW•gity, state, • model/series, and following statement: "Miami-Dade County Product Control Approved", unre's's otherr�t+ AO'. . ... .. . ..... noted herein. •• •• •• •••••• RENEWAL of this NOA shall be considered after a renewal application has l f4ed and there has been no change in the applicable building code negatively affecting the performance of this DroduCt..:. **0066 TERMINATION of this NOA will occur after the expiration date or if there h'as.ae*�n a revisipp or chgnge•; in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as as etxloisement 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 job site at the request of the Building Official. This NOA revises NOA# 14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No..IS-0728.05 MIAMWADE COUNTY Expiration Date: May 27,2019 Approval Date: September 03,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by 3avad Ahmad, P.E. B. TESTS 1. 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 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA#14-0317.01) 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)Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a XOX alun;i1!14X.1. horizontal sliding window,prepared by Hurricane Engineerikg,•&Testing, Inc., TesV 9 • Report No.HETI-08-2226A, dated 01/15/09, signed and se4Qby Ca+e14F. Font,.•:• . .9606 9 P.E. 9999.. (Submitted under NOA#09-0312.08) 1'94 •""• ""' 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS.�D6 0� 6 6;•0• 2) Cyclic Wind Pressure Loading per FBC,X.A&203-94.0••• �.• along with marked-up drawings and installation diagram of VX.4-.K,, aluminum • horizontal sliding window,prepared by Hurricane Engineering &Testiflg,JU.,Test•••• Report No. HETI-08-2226B, dated 01/15/09, signed and se;lec��y Cari4�d F.Fort►,••• P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-08-2227,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) YAA Manue ere ,P.E. Product Cont of Ex iner NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E- 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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)Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering &Testing, Inc.,Test Report No. HETI-08-2228B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testixg,Inc.,Test Report No. HETI-08-2229,dated 01/15/09, signed and seal@d hj jC'andW V. Font;•••;• P.E. ...... ...... (Submitted under NOA#09-03.12.08) •••:•• 8. Test reports on: 1)Large Missile Impact Test per FBC,TAq Rol-24 •••• �" 2) C.y_clic Wind Pressure Loading per FBC,?AS 203-94•••• ••;••. along with marked-up drawings and installation diagram ofd, �k alurr};�p ns horizontal sliding window,prepared by Hurricane Engineering&.Testing,Xnc.,Test .• Report No. HETI-08-2230A, dated 01/15/09, signed and scaled by Cai:dt4q.F. Fox*;•:- . . .. . .... . . (Submitted under NDA#09-0312.08) ' 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel P ez,P.E. Product Control xa finer NOA No. 15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition (2014), dated 07/08/15,prepared by Al-Farooq Corporation, signed and sealed 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. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite©PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, July 8,2015, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Windpw,4ystema*EM for gioir-• Series"Eco-Guard 200" Aluminum Horizontal Rolling Window'LACL:,4proved •. 666.00 • .. ... on 04/10/14 and expiring on 05/27/14. 660:66 06 • .... .... . . .... .... ..... .. .. .. . ...... •• • 6666 • • Manuel a z,P.E. Product Contr 1 aminer NOA No. 15-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... oo 72' 11 t' (2)ANCHORS AT MTG.STILE ENDS TYP. LV W WINDOW WIDTH WINDOW WIDTH (4A)R ANCHORS WITH REQD. ON OR SIZES SET 2 OANDNLY LOADS � i • • • • • •• •; •;10 5 8' f • • •� ; N Z 3 1/2- MAX. 4' I A 3 1/2' MAX. • • HEAD/9LL• • • � m� 0 CORNERS 3 '—' _ . p HEAD/SILL • •••CORNER:• ••• •; ••• V f' ,r I O CORNERS • _ j in 111 � � Z �1 I\\ �1 1 \ V 1 1 \ �E 0 •• • • •• ••• •• ` y �I I� �I I� jl � • • •11•• 11 • • V � 4 it i r ~0 0 4 I 0 mQ D D 04 np L�\p =__I1 a 1_,_ == I J C � II II II II 3 II 11 II II QWei� F 1 I I I I 1 I I e 3 3 J iX Ir J N N FALSE MUNTINS 31 1/4' ` 32 3/4' FALSE MUNTINS 32 3/4' 32 3/4' g (SURFACE APPLIED) (SURFACE APPLIED) .M_. MAY BE USED D.L OPG. D.l. OPG. MAY BE USED D.L. OPG. D.L. OPG. 35 3/8' 36 7/8' ECO—GUARD SERIES-200 VENT WIDTH VENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDOW TYPICAL ELEVATIONS 8 Oo DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. Z TFIESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3 z SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 0 a o EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 0 w MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LIJ mm LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL O 1/8" HEAT STREN'O. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/18"AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8'HEAT STREN'D.GLASS 1/8'HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o HURRICANE ZONE (HVHZ). R $~o 090'Interlayer 090'Interlayer 090'Interlayer o Butocite PVB Sent lae WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 7G Butocite PJB o ff o By'Kuroroy Americo, Inc.' By 'Kuraroy America, Inc.' Ety'Kuraroy America, Inc.' LOADS TO THE STRUCTURE. u < ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS B. HEAT STREN'D.GLASS 1/B' HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. °�$° S SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. vi �+ GE SCS 2000 GE SCS 2000 Si. STEEL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • M i m Sn j SILICONE ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. I- a 8 m o o W m 1O 22 ili �o 2 ry I DOW 899 MATERIALS INCLUDING BUT NOT LINKED TO STEEL/METAL SCREWS, THAT 22 I i I.. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE m a i en 'i " REQUIREMENTS OF THE FLORIDA BUILDING CODE. q ' l 3 23 I 23 Engr.JAVAD AHIAAO PRADUCr REVISED N 1 Q CIVIL FLA PE//70 2 m complying wAM M� ft TTor CAN.35 Building Code 10 10 0 Acccplanca No{ '0 29 8. irnlion Dere Q19 b AT 1/4 POINTS ON UTES 9 AT 1/4 POINTS ON UTES AT 1/4 POINTS SETTING BLOCKS AT By 29 WIDER THAN 36'ONLY WIDER THAN 36'ONLY 29 LAM. CLASS AND INSUL. LAM. GLASS Minln'Dade Product L.on drawing no. ALL SIZES NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'A' GLASS TYPE `B' GLASS TYPE 'C' L ? 2015 W09-12 �—= - GLAZING OPTIONS sheet I of 7 • ... ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY - PSF(X0, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) W/0 REINF. WITH REINF. W/O REINF. WITH REINF. W/0 REINF. WITH REINF. a GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS. PE GI`115 TYPE• • •• GLASS TYPE' GLASS TYPE GLASS TYPE Oto WINDOW DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' • • • •• WINIIOW DIMS. A A. 'B' 'C' O J WIDTH HEIGHT EXT.(+) INT.(-? EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) ERT.(+) II T.(-) EXTO+) NT.1♦-): :WIDTHEIGHT EXE.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 60.0 90.0 70.0 80.0 74" 26, 9 70.0 80.0 en0 0.0 7 .0 80. •• ,-'041 26, 9 70.0 80.0 80.0 90.0 70.0 60.0 g a 37' 26" 4 70.0 60.0 80.0 90.0 70.0 80.0 106-1/4' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/ (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 0,O O O 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 0�I u 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8' 9 70.0 80.0 80. 9D.0 70.0 80.0 •• 7�"• 38-3/8" 9 70.0 60.0 80.0 90.0 70.0 80.0 O 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (4) 12 70.0 80.0 80.0 960 760 8w lwy j/4" (4) 12 - - 80.0 90.0 70.0 80.0 R h 37" J8-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80. 9 .d 7 .0 aft • 1h' 12 - - 80.0 90.0 70.0 80.0 {,7 to rl 53-1/8" (4) 8 70.0 80.0 80.0 90.0 70.0 80.0 x,74", t 50-5/8T' 9 70.0 80.0 80.0 9•.0 760 960 74; 50-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 a > 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 106 t/4" (5) 12 F70:0--80:0'>8 9 .0 70AI aS0 •• •• (5) 0 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 90.0 90.0 70.0 80.0 74" 63" y 70.0 70.0 80.0 90.0 70.0 80.0 O M 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) Q W;` 53-I/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' 63" 12 70.0 70.0 80.0 82.6 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 LL?Y�1- 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 111" (6) 12 70.0 70.0 80.0 80.4 70.0 80.0 84" 24' 9 70.0 80.0 80.0 90.0 70.0 8D.0 Q Z ry L{ 25-1/2" 4 70.0 80.0 B0.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 lu e1 F 37" 63" 4 68.9 77.5 80.0 90.0 70.0 80.0 94' 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 v U o 74" 8 70.0 70.0 80.0 80.4 70.0 80.0 108" 12 70.0 80.0 50.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 _ N 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84' 36" 9 70.0 80.0 80.0 90.0 70A 80.0 108" - - 80.0 90.0 70.0 80.0 z (n 4B' (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 W n 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84' �5) 9 70.0 70.0 80.0 90.0 70.0 80.0 72• 8 70.0 80.0 60.0 90.0 70.0 80.0 72" 9 70.0 80.0 80,0 90.0 70.0 80.0 96' 12 70.0 70.0 80.0 90.0 70.0 60.0 }w 24' 4 P70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 60.0 72" 60" (n U9 70.0 70.0 80.0 90.0 70.0 80.0 N 36' 4 80.0 80.0 90.0 70.0 g0.0 96" (5) 12 70.0 B0.0 80.0 90.0 70.0 60.0 (6) r'74g• 36" 6 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0A = N0. OF ANCHORS PER HFAD & SILL i OO�60" (4) 6 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB Z 372' B 90.0 60.0 90.0 70.0 80.0 84" 60' 9 70.0 70.0 80.0 90070.0 80.0 i% 3Z24" 4 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 O 't J`336" _ 4 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 70.0 80.0 87.6* 70.0 80.0 U U -W -1 48' 48 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL W 60" (5) 6 70.0 1 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) 72" 8 70.0 1 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 36" 4170.0 80.0 80.0 90.0 70.0 80.0 N c 48" 60" 70.0 80.0 90.0 70.0 80.0 60" (6) 70.0 80.0 90.0 70.0 80.0 (1/3W) (1/3W) (1/3W) ° o A o 0 72" 70.0 80.0 87.6 70.0 811.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH A = NO. OF ANCHORS PER HEAD & SILL j u ( ) = NO. OF ANCHORS PER JAMB 'XOX' * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: N - GLASS CAPACITIES ON THIS SHEET ARE d s BASED ON ASTM E1300-09 (3 SEC. GUSTS) �xow AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr:JAVAD ANAIAD PRODUCE REVISED CML as complying with theFloMa FLA.PEI c t C.A. .'3538 Hlding Cod_ 15_0 Acceptance No LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Bx irmionDete I� 0 8 FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 0 20%- y 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Mia i ado Product Con drawing no. SEE SHEET 3 FOR DETAIL. W09- 2 -- sheet 2 of 7 • ... ... .. .. . . . .. .. . . . . . . . . . . . . 0% . TYPICAL ANCHORS \ (a U 1DY SEE ELEV. EDD !� FOR SPACING G DIST. /R N WOOD BUCK METAL • •• m •`1 STRUCTURE •• R11AM1_DAD•CWJNTY AWROVED• 000 o ; °e d ° s` EDGE.DIST: EDGE DIST. • Z Ql1ULLIMN bIY. MUON•1NCHQRS •• g p • / e e' e: n- n • 6EE SEPAIN.TE•NOA • • • ; o W a • • • • • • • • y o f w ••• E DIST. • • • • I mN o Q g N O_ b 0S ° L{juu � .17'. • . . ... 000 X o •.• • • . •. • C1' 19 x a � • • • • • � a� M t 4 9 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0:to tb O SEE ELEV. SEE ELEV. SEE ELEV. w �• FOR SPACING FOR SPACING FOR SPACING 141. in Z N Q wolf 0 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J m J WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING w e '-� M W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 4" DIA ULTRACON BY 'ELCO' Fy (Fu_177 KSI, =155 K51) a AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES sLjg _ 0 = 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) o x SEALANT: N a W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH THRU 1BY BUCKS INTO CONC. OR MASONRY 8 O o"T Etz 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) i p- $ o k JOINT SEALER. 7-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) $ Z 3LL W _ pIRECTLY INTO CONC. OR MASONRY f 3 Z 'Cl-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)`. O a p 11-1/4" MIN. EMBED INTO CONC. OR-MASONRY (JAMBS) g W a Li F 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) r INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) o 9 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) c H 4 3 N to 15 t6 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4 u£w oo o s 75 a TYPICAL EDGE DISTANCE U INTO CONCRETE AND MASONRY = 2-1/2" MIN. ' 2 H�� INTO WOOD STRUCTURE = 1" MIN. t6 a & INTO METAL STRUCTURE = 3/4" MIN. O o$ ti B I t3 �3�� N, ' WOOD AT HEAD, SILL OR JAMBS SG z 0.55 MIN. �; �� = CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. 5 m o' N C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS Pm 2000 PSI MIN. 26 c Eng,:JAVAD AHMAD •A PRODUCT REVISED °^ ' FLA PEM/L 70592 as complying with the FIOaida 7 � Building Code Acceplmce No( .O s �' °• a • V qr'I� Ex irali Date �1 1 a GV e ° Z • 8 I TYPICAL ANCHORS Dy I TYPICAL ANCHORS SEE ELEV. � tRY SEE ELEV. Min ode Product Can drawing no. FOR SPACING W000 BUCK FOR SPACING W09-12 < W1 e F_ ^ EDGE DIST. _I EDGE DIST. (shflet 3 of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1/4'MAX. w �U V SHIMS 1/4'MAX, O O O D • 1BY • • • •• O SHIM C 5 • WOAD WCKQ • .• • Z 7 21 ♦ .TYPICAL JNCIJO..� • • • n a TYPICAL ANCHORS — 17 - •�.°. S`E ELEV.. •.• • 6 SEE ELEV. FOR SPACING O O O FOR SPACING 0 17 20 • a•IK" • • • •. •• v *~i o - -__ _-- _ • • • ____ . . . a > • �j -----SCREEN OPT. --- ------ _-- _ • • -• • o• • •.• •• 0 w 20 27 _ _ _ __ -_ obv 0�y 4 1.� ei It N B 17 aw 4 LU STEEL REINFORCING 11 12 .J Z to AS REOD. STRUCTURE SEE SHEET 2 FOR CAPACITY v Q f WINDOW WIDTH O XO LAYOUT J J m 1/4' MAX. VENT WIDTH VENT WIDTH SHIMS / 1 4' MAX. (Y1 SHIM ^ D.L. OPG. O D.L. OPG. I BYWO o /C` D WOOD BUCKS 2 J 8 7 o Fes- Yd TYPICAL ANCHORS x } W x 17 ° SEE ELEV. �� 4 m - _ FOR SPACING N o 1 /2. _ ---_ 25 p U - Q Z_ 0 3 m _ 17 20 Z n ___._ - _. -SCREEN OP. ___________ .. ____SCREEN OPT -- _ _ _ _ - � S LLI 0)w z W 20 -- 27 - w B 17 4 11 12 D.L. OPG. STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY EXTERIOR WINDOW WIDTH o w ~'o � TYPICAL ANCHORS ][pX LAYOUT oW S o 0 SEE ELEV. 33 e o FOR SPACING v MIAMI-DARE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING .. C O p .y j 4l 0 i m U C W C -_-- - Engc JAVADCM ANMAD PRODUCT REVISED I '1 0 FLA.PEN 70592 es complying With the Floral. n CA.N.3538 Building Code m E Na� Ex"alion-1e %fll9 Y _ --------SCREEN OPT. S b jtj �U 2015 Mien' ade cm drOwing no. W09-12 WINDOW WIDTH WINDOW WIDTH sheet 4 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . VU EDGE DIST. METAL �� N STRUCTURE EDCE 1 TYPICAL ANCHORS • • MIAM►DADE COUNTY APPFJPVED • m ° SEE ELLV. DD •• •• MLOLIOG&•MUYLION ANCI�ORS • Z r 3 • FOR SPACING I SEG SWARAT4 NOM • *0 O Z ep`v • • • • • • • • �o � o I �p ... � � � � ••• : : TFOR O � . . . aALT. OTYPICAL ANCHORSPICAL ANCHORSSEE ELEV. E ELEV. 2102 FOR SPACING SPACING Qfflf k' O U m � J i a � z (n N IJA M g �� N N Q� D1/4"MAX. .. SHIMS 28 ALT. O 3 Z Yj 35 0 <y 4J... TYPICAL ANCHORS Y U Lw SEE ELEVLl W rn m FOR SPACIN rc Q o Q TYPICAL ANCHORS w 3 3 SEE ELEV. FOR SPACING w • o u u$�3 u a • 3 s • 's N U H t. O N O C as ` O� C ALT. O I 28 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En9r'JACML�D PRODUCT REVISCD R ns complying with dw Florida FLA.PE']0592 Building Code o " CA SSJB �v• Accepturce No E' iat Dele 8 r ~ ° O My drawing no. v ,lU 0 2015 Mimi W09-12 EDCE DIST. Cjheet 5 of 7 •• •• • • • •• •• • • • • • • • • • • • 1.067 ITEM PART / A�D CRIPTION MATERIAL MANF./SUPPLIER/REMARKS �u w p-2.750 = N 1 FY201ME HEAD 6063-T6 3/16" V. • • FY2W MS 6063-T6 0 .500 .715 �r '�• 03f 1RACK INSERT 6063-T6 - 0 1. j ;- 1'434 • • F`*O5• .=RAI. JAMB 6063-T6 F813 �� ® • .062 ••• • 1 1D�RARfE JAMB 6063-i6 -1.718 IIA I 6 FY104 ED MTG. RAIL 6063-T6 - Q:IL p 3.249 '062 1.140-- 7 FY1 p5 1/VENT VENT INTERLOCK 6063-T6 - a 12 I1 8 FY206 1/VENT JAMB STILE 6063-T6 �p Q VENT TOP/BOTTOM RAIL STEEL REINFORCING •• 9• • FTpo7• �/ - O G V T P D BOTTOM RAIL 6063-T6 9. .81 ti 813 • 10 • 10� /�RLR]e. GLARING BEAD (LAM.GLASS) 6063-T6 p ro 2.095 .519 r 130 10/0 • F•I I(b Ai RF0D. GUZI�G BEAD(INSUL. UM. CLASS) 6063-T6 - a&Wj m 1.250 1 •• 11 - As RSL* AIRFORCING BAR STEEL - O n ILxg ~ 1.140 +^1.610 T 803 12 _ AS REDD. REINFORCING BAR STEEL - p .71 .045 •803 .045 13 FY204 AS RTE00. ADD-ON SILL RISER 6063-T6 USE AS REOD. 1,Z CO LL o G FRAME HEAD 2.246 I 14 FY208 4/VENT ROLLER HOUSING& GUIDE CELCON - i M M S 1.140 --1 1.047 ��iii 1.047 15 FY209 2/VENT ROLLER BRASS = N�y J .062 Q W 1.1401.610 219 1p GLAZING BEADS ®p 16 FY210 2/VENT ROLLER PIN ST.STEEL 0 17 /8 X 1' AS RE00. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 #8 X J" 2/VENT FIX, RAIL SILL SCREWS (SILL END) CRS P.H. SMS � U .813 19 W23181 AS REDD. FIN SEAL W'STRIPPING - ULTRAFAB g J l OB JAMB STILE 20 0300T190 AS REDD. BULB SEAL O-LON SCHLEGEL 3 �I( 21 E207 AS REDD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 6515 1.058 I 2.063 L N 22 E203 AS REOD. CU21NG BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 6515 W v 3.876 1.250 23 FLO-50 AS REDD. GLASS SPACER SILICONE FRANK LOWE F .078 2.501 24 SL203P 2/VENT_ SWEEP LATCH - SULLIVAN &ASSOC. g } w 25 #B X 1/8' 2/LATCH LATCH INST. SCREW ST. STEEL OH SMS 1.140 1.340 26 WA2L 2/WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS 8 O o M 062 �2. 1/VENT 5/16'BOX SCREEN OPTIONAL 0 J.500 I - FLUSH FRAME ADAPTER 6063-T6 OP710NAL Z_ 3- m 1 344 29 - 2/LITE SETTING BLOCK EPOM DUROMETER 80t5 SHORE A Z y a I^-2.750 0 J v O MEETING RAIL U w O FRAME SILL 2.168--=j 1.314 -f - 5 W r.250 8 1.422 1.202 s S .340 .312 .062 =$ n .062 1.375 V? 3a O SILL TRACK O FIXED MTG. RAIL .500 .187 .750 0 062 Engr:J VAD AHMAD PRODUCT RBVISED 2. 2.812 2.8 2.750 CMLceplYing with III*Florid2.68 FLA.PE 70592 Building Code8 E<Y 750 sm u< s .062 C N.3538 Acceptance No(5� � . 1?r:irNion Dnte E I .500 .769 py O ~� 874 9 \ Nlia i UaJc Product Cmrtr drawing no. 4v- 2.6„ rU�- �15 W09-12 1-687 1..68869 O MOV. FRAME JAMB O5 FIXED FRAME JAMB 26 FLUSH FRAME ADAPTER sheet 6 of 7 . . OV s . . ... . . . . . . . . . . CL OA • . n v • • - • .. • v I e~1 IS •• • • i i.. es s 0�mrc a Z✓_a a LU O O J J 0 FRAME TOP CORNER V; & W n VENT TOP/BOTTOM CORNERS w N�co t� 8 00- 0 32� n O't-j U�w w w m O C N O p N � O U O i C Engr:JAVAD AHAIAO PRODUCT REVISED + '� CML .a9 complying with the Markle \ i FRAME BOTTOM CORNER F C E.]5 0 2 Building Cod. e Acceplonc.No 15-0 Was a A' imlion Det. rMED ©y 0 2015W09-12 MTO,.RAIL CORNER sheet 7 of 7 A - ) MiAMI•D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S W 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidft4S.&ov/economX Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 300"Aluminum Fixed Window--L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5, dated 03/23/09,with revision D dated 07/08/15,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 Coanty 0000.. .0900. Product Control Section. •• • ; • •9 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ... ;••••• ,••;• LABELING: Each unit shall bear a permanent label with the manufacturer'S'tma or logos city, stateJ••; 00 model/series, and following statement: "Miami-Dade County Product Control Atoe*00roved", unIE91pther*ise • .. 0000 0000. noted herein. 9..9 9. .. 00:00' RENEWAL of this NOA shall be considered after a renewal application has been-iced and tke*se has 0 no change in the applicable building code negatively affecting the performance 011Wgroduct. •, TERMINATION of this NOA will occur after the expiration date or if there h;s bepn a reiMm; or ch'Lrige in the materials, use, and/or manufacture of the product or process. Misuse of tis NOA as an e>adorset4etlr• of any product, for sales, advertising or any other purposes shall automatically terminate thug 4M, 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 job site at the request of the Building Official. This NOA revises NOA# 14-0317.03 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. NOTA No 5-0_17 5 101 MIAMMADE COUNTY Expiration Date: June 17,2019 y5l�__f I trJ' Approval Date: September 03,2015 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled"Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision D dated 07/08/15,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 along with installation diagram of a 97 IW'wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering &Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-08-2192B,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 :...:. 2) Uniform Static Air Pressure Test,Loading per FBC,�AS•2029,f •• 3) Water Resistance Test, per FBC,TAS 202.94•• :""' ....:. along with installation diagram of a 48 1/4" wide x 96 3/8" llivf fto-Guard series QQ••; aluminum circular arch top fixed window,prepared by Hurri�a*,r}e Engineering& ' Testing Inc.,Test Report No.HETI-08-2193A, dated 01/15104,ri, ned W Sealed�y;,,• Candido F. Font,P.E. (Submitted under NOA#09-0413.08y 4. Test reports on: 1) Large Missile Impact Test per FBC, TA5 2tJC1'94 •, 2) Cyclic Wind Pressure Loading per FBC,FAS.203-94•• • along with installation diagram of a 48 1/4"wide x 96 3/8" NgR I;co-Guards 300 :••'•; aluminum circular arch top fixed window, prepared by Hurricane Engineering& Testing Inc.,Test Report No. HETI-08-2193B,dated 01/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per.FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering &Testing Inc.,Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Manuel PZ=r . Product Control NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I B. TESTS (CONTINUED) 6. 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 along with installation diagram of a 50 5/8"wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering& Testing Inc., Test Report No. HETI-08-2195A,dated 0l/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 07/08/15, prepared by Al-Farooq Corporation, signed and sealed 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. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc:jqj$�eir "SentryGlas® (Clear and White) Glass Interlayers" dated 06/245/15,bxpiring on960:9 07/04/18. ""•' • ...... . ...... F. STATEMENTS •""• ."". • 1. Statement letter of conformance, complying with FBC-5'h EI}itjgV (2014),*arid of nd . financial interest,dated July 8,2015,issued by Al-Farooq CorD@rAtion,%igfWtl and...... sealed by Javad Ahmad, P.E. ;••;•; • . . . . ...... . . ...... G. OTHER .. .... . 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems;L,0c:[or their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I., approved on 04/10/14 and expiring on 06/17/19. Manue Pe ez, .E. Product Control am' er NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 1.608--"j 2.688 WINDOW WIDTH /o�� .062 ,Ya FALSE MUNTINS g ' 69 (SURFACE OPTIONAL O.L. OPG. m JO 0 j 1.813 675 II A l z Qz Lu Lu a.1.000 I- 2.611— - 3 1O $ _ g .062 O O U Q FLUSH FRAME ADAPTER "`ru IL 2.750 a Qi FRAME HEAD/SILL/JAMB 0 a&> d D a Q� et .750 z In IS u .813 I� 1111 8,603 F= II II� II II x`(� jCl(ry�� JpIS .050 J o 2O GLAZING BEAD z II II � J m -- I J 1.070--{ I II II N II II o p .375 II II v —� --IL------I'-- �j tr--- .050 -- --tr- n B I I in F a0 4 to h Q ANCHOR COVER 3 a5 30 o n Z 3 LL 6•MAx. 12• MAX. 3 Z HEAD/SILL HEAD/SILL CORNERS o U�w W rnM TYPICAL ELEVATION o ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ' CHARTS SHOWN ON SHEETS 2. GLASS D.L.O. DIMS. c D.L.O. HEIGHT WINDOW HEIGHT - 3.625• APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE = `o_ R " 3.625" COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER D.L.O. WIDTH = WINDOW WIDTH - WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING m 3 MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. •• 000 • • • • • •• c m • • • • • • • • • 2 0 = THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • •• • • • • • • •• • • • • ••• • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • • • `�• m HURRICANE ZONE (HVHZ). •• ••• •• • • • •• WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER R Q LOADS TO THE STRUCTURE. T ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHOR THESE WINDOWS ARE RATED FOR LARGE 6t SMALL MISSILE IMPACT. D'9r.JA LAHUAO PRODUCTREVISED R$$ ••• • t SFI►TifEF1fE NOT REQUIRED. vu.FE 7asa2 as complyingwitltlhaFllfAda EMBEDMENT TO 13ASE MATERIAL SHALL BE BEYOND WALL DRESSING OR j5M6jC0. • • • • • i • 73uilding Code • • • • • • • • CAN. J8 AmptanceNo�5•� 1S•TO .. y ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE•• • • • • • • • • tix itellanData 2019 a NOT PART OF THIS APPROVAL. • •• • • • • •• •• b A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W*9 ONLY-* • • • • By MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT Miami ado uc1 drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE V 10 2D15 W�9_20 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheat�of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSF 4 V 3/16'ANN. GLASS 3/16'HEAT STREN"D.CUSS WINDOW DINS. GLASS TYPE 'C' GLASS TYPE V WINDOW DINS. GLASS TYPE 'C' GLASS TYPE 'D' N WIDTH(W) LENGTH(L) EXT.(+) INT.(-) EXf.(+) INT.(-) WIDTH(W) LENGTH(L) EXT.(+) INT.(-) EXT.(+) INT.(-) .090"Interlayer 090' Interloyer O 3 Butacile P'VB SantryGlae 24" 75.0 80.0 80.0 90.0 26-1/2' _ 75.0 [i0.0 80.0 90.0 By 'Kuraray America, Inc.' By'Kuroroy Americo, Inc.' 30' 75.0 80.0 80.0 90.0 37" 26" 75.0 80.0 80.0 90.0 h 3/16'ANN. GLASS 3/16'HEAT STREN'D. GLASS 36' 75.0 80.0 80.0 90.0 53-1/8' 75.0 BD.O 80.0 90.0 Q _ 42' 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 n.7 SILICONE SILICONE qg' 75.0 80.0 80.0 90.0 26-1/2' 75.0 60.0 80.0 9D.0 0 DOW CORNING 899 DOW CORNING 899 IL k1 GE SCS 2000 GE SCS 2000 54" 75.0 80.0 80.0 90.0 37' -3/8. 75.0 80.0 80.0 90.0 �p i In i_ 60' 75.0 80.0 8D.0 90.0 53-1/8' 75.0 60.0 80.0 90.0 0 t n Z �? I I �( !! ,I gg• 73.0 60.0 80.0 90.0 74' 73.0 80.0 80.0 90.0 v gII 4 II 1D r, 72' 73.0 80.0 80.0 80.0 26-1/2" 73.0 80.0 80.0 90.0 tt 5 24' 75.0 80.0 80.0 90.0 37' 73.0 80.0 80.0 90.0 <6 !I !I AT 1/4 POINTS !i !i AT 1/4 POINTS 50-5/6' 0 '� O a 8 ON LITES WIDER ii ii 8 ON LITES WIDER 30• 75.0 60.0 80.0 90.0 53-1/8' 71.3 76.0 80.0 90.0 THAN 36"ONLY THAN 36"ONLY 36' 75.0 80.0 80.0 90.0 74" 71.3 73.1 80.0 90.0 LL LL 42' 48' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 J Z 48" 75.0 80.0 80.0 90.0 37' 63' 75.0 80.0 80.0 90.0 /8 X 1-114"SMS #8 X 1-1/4'SMS 54' 75.0 80.0 80.0 90.0 53-1/6' 67.9 72.5 80.0 90.0 C AT 3-1/2 FROM ENDS AT 3-1/2"FROM ENDS 60' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 AND 10"O.C. MAX. AND 10"O.C. MAX. 66' 75.0 80.0 80.0 90.0 37" 76' 75.0 50.0 80.0 9D.0 GLASS_ TYPE-C' GLASS TYPE 'D' 72' 75.0 76.6 80.0 90.0 53-1/8' 67.9 69.9 80.0 90.0 `� J x GLAZING OPTIONS 24• 75.0 60.0 50.0 90.0 Vi 30' 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 { W g 42" 60' 75.0 80.0 80.0 90.0 48' 75.0 80.0 80.0 90.0 >-W 54" 65.8 71.3 80.0 90.0 Q N n 60• 60.2 64.2 80.0 90.0 L i 0 O M 66' 60.2 64.2 80.0 90.0 % 0 0 I W.-W-ID-TH� 72• 60.2 64.2 80.0 90.0 'J %% WINDOW WIDTH {_WINDOW WIDTH I I 3 I I r , 24' 75.0 80.0 80.0 90.0 F- 30" 75.0 80.0 80.0 90.0 3 �%� p7 36" 75.0 80.0 80.0 90.0 O^8 I I I I § lilrn: 42" 72' 75.0 80.0 80.0 90.0 O �� I / 48 75.0 76.6 80.0 90.0 �� = 54' 68.8 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED I �' I ( VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 50' 60.2 64,2 80.0 90.0 24• 75.0 50.0 80.0 90.0 WIND01 1 WINDOW WIDTH WIND TI'I�y 36" 75.0 60.0 80.0 90.0 R R c S8' 84" 75.0 80.0 80.0 90.0 a ffi o S o ----� ---� , 42' 70.0 70.0 80.0 90.0 cWa 48' 85.8 65.6 80.0 90.0 v l g G Gz 54• 64.3 64.3 80.0 90.0 8 I I LLu- 7 •• ••• • • • • • • 24' 75.0 80.0 80.0 90.0 30" 75.0 50.0 60.0 90.0 y$= -• • • • • A• • ••• • 36" 96' 75.0 6.2 80.0 90.0 NOTE: q g S o u • • • • • • 42" 64.6 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE < m a o wlNDow WIDTH WINDOW WIDTH WINDOW WIDTH•• • • I • • • •• 48" 39.9 59.9 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). 24' 73.0 80.0 80.0 90.0 q 30" , _'73.0 80.0/ 80.0 8D.0 Engr.JAVAD AHIMD PRADUCr RBVISLrD j 9 �7 „ I i % • ••z •• ••• • • �' 74.5 74.5 80.0 90.0 FLA.PEML 0592 Dud complying with Lha Flo" • • •� I • (• • • 042" 61.5 61.5 80.0 90.0 C.A.N. 9 ••- • • • • • •99 Ac IM No 5• !a 8 3 3 3 • t • • •• ••4• 75.0 80.0 80.0 90.0 F.x iralion D- 00 - 1 •• • • • • •30' 120' 75.0 80.0 80.0 90.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" 74.5 74.5 80.0 90.0 6ycria cl drawing no. VERIFlED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECETANGLE AS .JU 1. 2015 WO9-ZO SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM TgOS i SHAPES. • • ••• • • sheet Q of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IBY TYPICAL ANCHORS U r WOOD BUCK SEE ELEV.FOR SPACING METAL TYPICAL ANCHORS 20R D BUCK roy� STRUCTURE SEE ELEV. FOR SPACING ° e •a�. I MIAMI—DADS COUNTY APPROVED WOOD ST TORE -Q'" < MULLION & MULLION ANCHORS p$ Z C d.' a.' SEE SEPARATE NOA �1 LAJLJ O v ' -3 a V t 3 Or&� 2 I y O ILa ap I ! TYPICAL ANCHORS TYPICAL ANCHORS O OI`0 it II SEE ELEV. FOR SPACING p I; it SEE ELEV. FOR SPACING LLZM_ v� I i � i i Ij O TYPICAL. ANCHORS:_SEE,ELEV..FGR SPACING !I _I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. f L - MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ! 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI, Fy=155 KSQ v V AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKSOR WOOD STRUCTURES -I 1-1/2" MIN. PENETRATION INTO WOOD jl Ij qq fn it THRU 1 BY BUCKS INTO CONC. OR MASONRY 5Z W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY H t a DIRECTLY INTO CONC. OR MASONRY ]afw p `1-1/4" MIN. EMBED INTO CONC. OR MASONRY Tnr _ -I I' I 3 oM w $ a 1'4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O o 3 zz F, INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/B") 3 W i INTO METAL STRUCTURES 3 z o STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) O.tti ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w TYPICAL EDGE DISTANCE li INTO CONCRETE AND MASONRY = 2-1/2" MIN. I INTO WOOD STRUCTURE = 1" MIN. G G jl INTO METAL STRUCTURE = 3/4" MIN. p Ilii �nngry WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. 0 € s o !j Ij CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. u $ C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 1500 PSI MIN. H d i! it I 'I I •• ••• • • • • • •• SEALANT: 2 !I !I 3 • • • • • • • • • 0 p o n !i • • •• • • • • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH BSS 6 �i �i • •• • • • • • • • JOINT SEALER. Enqr:JAV MAHMAD PRODUCT REVISED L 1 as comptying with the Florid• I N 3 . °' < ° , ••• •• ;.....,. •• :• CPErt A 7305 92 BuiAccl prance de fig•0715.1 0 • • •• •ro. r i Expiration Dale �•"�l o° 8 0 $ By 00 TYPICAL ANCHORS ,,. I " •TYPICAL ANCHORS drowing no. Miami adO ProduT n SEE ELEV. FOR SPACING BY SEE ELEV. WOOD BUCK FOR SPACING �Ul, ZO15 WOrY.7-ZO " sheet Sof 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • ITEM/ PART / RSQD. DESCRIPTION MATERIAL NANF./SUPPLIER/RENARR9 �U U 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - w 0 to N 2 FY302 AS RE00, GLAZING BEAD- 7/16'CLASS 6063-16 - QI+� 3 FY303 AS REOD. ANCHOR COVER 6063-T5 - AL1U/M88TTRKKAP 6 Z j 4 E203 AS REOD. GLAZING DEAD BULB NEOPRENE ULTRAFAB o J 5 FLB-50 1 GLASS SPACER- 1/8'HIGH SILICONE FRANK LOWE 8 a 8 X10 x 1' 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 U 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL a 8 - 2/LITE SETTING BLOCK EPDM DUROMETER 85±5 SHORE A Ci O LL g oa R o�^a LL (A WELDED O JOINTS J m J j MIAMI-DARE COUNTY APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING H CORNER DETAILS U)w N 0500 o to n 3 M � _N 0 1 n I - - Z 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WkDOW WIDTH 1/4'MAX. 1/4'MAX. SHIM y��J 1/4'MAX. O SHIMS TYPICAL ANCHORS rJ n SHIM C SEE ELEV. TYPICAL ANCHORS °W S o FOR SPACING SEE ELLV. 33 Q FOR SPACING v 3 k N pV 3 �Z Z v o •• ••• • • • •� y$e • • • • • • METAL O • • •• • • - - - STRUCTURE m g o • • p. �� ----------------- _.__-_ - Y WOOD B K Engr:JAVMLAN" PRODUCT REVISED 'T WOOD STRUCTU as complying with"Flolida FLA. 70592 Building Code o • • • • • • • CA 538 Acceplaue No 1 rJ,1p • • • • • • • 1 B 1h iralion Date 2 EXTERIOR •• • • • • • • • WOOD BUCKS 1 • •• • • • •• .• By �P-d-l- 2015 O •• • • • • :� Mi i drOD.L.OPG. W09-20 WINDOW WIDTH • • • 404041 • • sheet 4 of 5 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 41 • MU METAL �{�V STRUCTURE TYPICAL ANCHORS TYPICAL ANCHORS Q SEE ELEV.FOR SPACING MIAMI-DADE COUNTY APPROVED 3 SEE ELEV.FOR SPACING MULLION do LLION ANCHORS Z ° I SEE SEPARATE NOA 2� a I 0 O � A �" �R vo ALT. 0 y<4 TYPICAL ANCHORS 4 a Z SEE ELEV. FOR SPACING {� (Ny s7?=J Q We12 O (n Tn 3 M � w 00n h t/a' Max. _z3 SHIMS ALT. 3 Z ci p o w Wo 0 TYPICAL ANCHORS °A€ SEE ELEV. FOR SPACING 3 a n n 80 • •• • • • • ••• • Oi m C ALT. • • • • • • • • • 0 I r INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER E^9rt JAVAD AHS P110DUCPREVISED o _ - CML xv complying with 9v Florida • •.• • • •.• ••• FIA.P V0592 -Ac • • • • • • • CA ""g Accepteoce No Ir7'� 15. o L' • • II � • • • • • • • • • l5n iratioe D�lo o • •s • • • • •• •• o •. �� 0 2015 Dr ° - TYPICAL ANCHORS Miutoi ade ct I drawing no. SEE ELEV. FOR SPACING / W09_20 see a sheat Sof 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 M IAM I•DADE MIAMI-DADE COUNTY 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.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 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 ERProduct 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,including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 560" Aluminum Project Out Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W11-08, titled"S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/24/11,with revision E dated 06/23/15, 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 PLdudt•Control ectron. ,• . . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••;•• •• ••••:• LABELING: Each unit shall bear a permanent label with the manufacturer'soq�W or Iogoa.city, stal9,00 0 • series, and following statement: "Miami-Dade County Product Control Approva',aufless ot4gwtse noLgL 0• herein. 00.00• 00000000006 RENEWAL of this NOA shall be considered after a renewal application has been filed and thbrd has beef':' no change in the applicable building code negatively affecting the performance of;Wil'product+ 0 0 TERMINATION of this NOA will occur after the expiration date or if there hag b;e%a revision or char3&e • 0 .... in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as wt tvtlprsement • 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 job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.06 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. 15-0406A MIAMI-DADE COUNTYM Expiration Date: May 26,2021 Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.05) 2. Drawing No. WII-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, with revision E dated 06/23/15,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) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0309.05) C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying `i ffl•FBC &t... Edition (2014), prepared by Al-Farooq Corporation, dated 0'3/111/15 Ali Q6/23/15,•; ...... . signed and sealed by Javad Ahmad,P.E. • ...... 2. Glazing complies with ASTM E1300-09 •••••• .... .... . . .... .... ..... ...... .. . ..... D. QUALITY ASSURANCE . . 1. Miami-Dade De artment of Regulatory and Economic Reso •._(PR) •• �' P g y W��. � •. . . . . ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No.-14-0916.10 issued to Kuraray America,.M.'for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. Manuel z,P.E. Product Contr I E aminer NOA No. -0406.09 Expiration Date: May 26,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No.HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.05) G. OTHERS 1. Notice of Acceptance No. 13-0206.06, issued to Eco Window Systems,LLC for their Series "Eco-Guard 560" Aluminum Projected Out Window—L.M.I., approved on 05/02/13 and expiring on 05/26/16. ...... . ...... .... .... . . .... .... ..... ...... .. . ..... .. .. .. . ...... . . . . ....% Manue r ,P.E. Product Con rol E aminer NOA No. 5-0406.09 Expiration Date: May 26,2021 Approval Date: July 02,2015 E-1 53 1/8" o WINDOW WIDTH WINDOW WIDTH V q 51 1/8" 35" 0I FALSE MUNTINS VENT WIDTH -' VENT WIDTH (SURFACE APPLIED) 29 3/B" O MAY BE USED 3 45 11/2- F • I N � W z D.L. OPG. m Z O.L. OPG. z I-W ' 1 A ¢ A a¢ Q 2 a 2 `o 0 0 �OIL o 0 OW � " r / / I I\ N I I O a t] tp I I__ U) 3C__\-___ JJ((.N Ig Z In v WOW.WIDTH WDW. HEIGHT hF / I I I I \ \ \_ \O f11 i' 'I z cicvv 19-1/8' 53-1/8" M o \ Q w.i S / 2 II I I \ 26-1 2" 53-1/8' > N 32" 53-1/8' 37" 53-1/8' U 42" 46-3/4' 48" 40-7/8- 53-1/8- 0-7 8"53-1 8" 37' 7"MAX. MAX. II UUUvi HEAD/SILL HEADLOCKING POINTS B I I o _ CORNERS SILL SEE CHART MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF TYPICAL ELEVATION No. of '-(FOR SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF WDW HEIGHT KEEPERS UPT0 AT SASH N 26" _ 2 12 1/2" O- M m p NOTE: 38-3/8' 3 MAX. 6" MAX. Z Q M N -- 4 HEAD HEAD SILL t] GLASS CAPACITIES ON THIS SHEET ARE 50-5/8- / z 53-1/8" 4 SILL CORNERS Z tl m BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION TYPICAL ELEVATION ¢ Z o DECLARATORY STATEMENT DCA05-DEC-219 0 o ^ U �w THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 1/8"TEMP. GLASS LIJ.:2 I•'�_ SHUTTERS ARE NOT REQUIRED. L 3/8"AIR SPACE PRODUCT RBVISED as colnptylnIIwt&"Flotld• ECO-GUARD SERIES-560 DuildingCode 5, Q�•Og 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS Acceptance No / W ALUMINUM PROJECT—OUT WINDOW Expireilon Dato ' N f" o .090" Interlayer .090' Interloyer o + APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE DuPont Butacite PVB DuPont Butacite PVB By cj. COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER By 'Kuroroy America, Inc.' By 'Kuroroy America, Inc.' 9t Dade Product ontro g W o o rc WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 33 qq$~qq F 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS , u u K:C MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. w z 3 a • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SILICONE a SILICONE WILL APPLY TO ENTIRE SYSTEM. � DOW CORNING 899 �_ DOW CORNING 899 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • > • • • • • o o„^, ro REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • o • Z • • ro 9 19 '" $ o HURRICANE ZONE (HVH2). • "• 3 • • • • II ' yr • • • N 3A SETTING BLOCKS AT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• • all• IAM. GLASS AND INSUL. LAM. CLASS LOADS TO THE STRUCTURE. 20 'I 20 NOTCH GLA2ING BEAD LEG TO CLEAR BLOCKS it 'I ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr:JAYAD AHMAD - o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o o CML • ••a • •• ••• $ FIA. PE11012 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • • • CAN- NOT PART OF THIS APPROVAL. •• w • • • 19 T 1/R PoINTS ON LITES w 21 19 AT 1/4 POINTS v S $ r IDER• ONLY ALL SIZES A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLI(t •• • • • • •TAN J r• ) ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. •• • • • • • / r;lw no.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT GLASS TYPE 'A' GLASS TYPE 'AA' 6U� 2 3 2015 -08COMEINTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE __J REQUIREMENTS OF THE FLORIDA BUILDING CODE. ••• • • • • ••• • GLAZING OPTIONS Eshee 11 Df 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS a \ 0 SEE ELEV. / l� �/ v TOR SPACING 18Y „/� oI ..c WOOD BUCK EDGE METAL Ff =--=--- u � � w m 1/4"MAX o 1/4"MAX O 11 SHIMS 1/4"MAX Z ! SHIM 1DY SHIM T 5 WOOD BUCK 7 8 12 al N TYPICAL ANCHORS 0. h 1 TYPICAL ANCHORS v OR SPACING SEE ELEV. 2RY WOOD 6UC w V SEE ELEV. -------SCREEN OPT. -------------- a R00 STRU RE C. FOR SPACING - I . 1 1/2 Q t V �CL< ZUI�o JZDZ�M�yyQ J 8 10 o TYPICAL ANCHORS Q W ei EXTERIOR SEE ELEV. METAL FOR SPACING r —� STRUCTURE D.L. OPG. VENT WIDTH J o J N I N WINDOW WIDTH f o C> W M U w � LLJ C� N MIAMI-DARE COUNTY3 O r'7 N TYPICAL ANCHORS O O M APPROVED MULLION SEE SEE NOA SEE ELEV. FOR SPACING D ,� PARATj Z � a 3Z�o O �o � U '.w ' w rnm k O i Ir —1 I I I O II II - II LI In • I I > 0 m3 I I I U Q U S w 3 II U 3 L___J ..c,DUCI•REVISED s wmplying wilh the Florida EXTERIOR AI cmptanco Nplrl o 4s_o906.07 WINDOW WIDTH •• ••• • • • •• 6spi LLon Dalt /2021 - • • •• • • • • • IIy > g s • •• • • • • ••• • di odo Ro ct Conhol v o a m Engr:JAVAD AHMAO i fu o CML • ••• • • ••• ••• FIA.PE 70592 • • • • • • • • • C.!\.N. 7B •• • • • • • drawing no. SUN : 015I wi 1-08 *Ile 11 2 11 sheet 3 of 6 • • • • • • • • • • • •• •• ••• w •• •• ••• • • ••• • • EDGE DIST. w EDGE DIST. Fr________________�� o TYPICAL ANCHORS METAL STRUCTURE �I MULLIONADE COUNTY APPROVED Ij SEE ELEV. FOR SPACING I I MULLION k MULLION ANCHORS t I Ij SEE SEPARATE NOA EDGE �I Z ° . ° . •. DIST. I Q f a s I d... .: .: I'DO I 15 v N 15 v h I 15 Q n ALT. 00 13 Q a O TYPICAL ANCHORS TYPICAL ANCHORS LL Z L o SEE ELEV. SEE ELEV. (7 Lo Q FOR SPACING FOR SPACING Q W m d _ J o v J 1 3 'a 3 (n m F � N o W n OV) cy V1n m O O o 1/4'MAX. C. Z 3 L m SHIMS 15 ALT. O d J n U�w TYPICAL ANCHORS e . N W rn m SEE ELEV. FOR SPACING 'I O n to TYPICAL ANCHORS SEE ELEV. FOR SPACING w n 3 PRODUCTREVISET) $i $ as complying with the FLOddl DuDding Code O Oh,D 9 O •• ••• • • • • • •• AccePtwuo • • • • • • • • • Er' ion Date p :L Nan A ALT. • •• • • • • ••• • UY • • • • • • • • • Vliaml adeProduct on °a m o o W INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Eng,:JAVAD AHMAD CML j • ••• • • ••• ••• FIA.PE B 70592 . . • • • • • • CA.*3538 u • •• • • • • •• •• f-- 1 v — p ••. • • • • • drawing no. N 232015 W11-08 EDGE DIST. sheet 4 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • 2.750 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �v w 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 p .500 2 E502 4 VENT 6063-T6 - 1 330 3 FY108 AS REQD. GLAZING BEAD(LAM. GLASS) 6063-76 - Z z- D62 3A E505 A9 REOD. GLAZING BEAD(INSUL UM.CUSS) 6063-T6 = O_F 1_ I 4 E508 AS REG-- SNUBBER -VENT, FULL LENGTH 6063-T6 f'Zln 4A E509 AS READ. SNUBBER - FRAME, FULL LENGTH 6063-T6 - C a _ 20 .078 2.821 5 E506 OPTIONAL SCREEN FRAME 6063-T6 - W O 1.893 7 B10 X 1-1/4"1 AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WS SMS LL 8 E203 AS REDO. BULB WEATHERSTRIPPING,DUROMETER 65 SANTOPRENE ULTRAFAB 0 n _9 E203 AS RE00. GLAZING BEAD BULB,DUROMETER 65 SANTOPRENE ULTRAFAS r 10 35.12.00.400 2/VENT 4 BAR HINGES ST.STEEL TRUTH,INSTALLED WITH (2) #10 X 5/8'SDS �QOpp l�q 11 13096.92 1 MULTI POINT LOCK SYSTEM - TRUTHO 6 Q Q O FRAME HEAD/SILL/JAMB 12 31964.92 AS REQD. KEEPER STEEL TRUTH O 1]i e^p rr 13 52.13.012 1/VENT ROTO OPERATOR 710.NK/STC. TRUTH,AT 12"FROM ENDS 2.354 _14 PSJ40-SS 2/CORNER FRAME/VENT CORNER KEY ST.STEEL 15 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL LL Z ia —1.330-116 - 2 ANTI SAG SKATE.AT 4-1/2'FROM EACH END NYLON M&N PLASTICS a ei 17 /10 X 1-1/4" 2/SKATE FH SDS SKATE SCREWS - - 18 /8 X 3/4' AS REQD. FH SMS SNUBBER SCREWS - IN PAIRS 2'APART,PAIRS SPACED AT 7-3/4'O.C. 19 - AS REQD. SERING BLOCK, 3/16'X 3/4'X 4'LONG EPDM DUROMETER 80±5 SHORE_A mi C) o 2.094 .372 20 FLB-50- - GUSS SPACER- //8'HIGH SILICONE FRANK LOWS -i J .062 2'813 21 - - INSUL. CLASS EDGE SPACER ST.STEEL CARDINAL%L J vI .896 m .719 .590 SEALANT: I o w R ALL JOINTS AND FRAME CONNECTIONS SEALED WITH } ,LJ tsBz SCHNEE—MOREHEAD SM5504 SEAM SEALER. w N Li PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. N� 2.686 O VENT O o M osz LOCKS: z p SIS .500 769 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' 3 (—I I AT EACH JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL 0 �p" eo3 2.611 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. it W rn� oas LOCK BAR SECURED TO JAMB WITH LOCK GUIDES s FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. C� 1.047 F— EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS Iso STAINLESS STEEL KEEPERS #31964.92 AT VENT 0 GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS p .4t9r3 SEE CHART ON SHEET 1 FOR QUANTITIES `o $ 130 1.750 Itr HINGES: sew �— PRoDUCTREASSD B03 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' 045 es complying I„ the FToTIdO LOCATED AT TOP CORNERS BuildingCodc /)/O 4493 FASTENED WITH (3) #10 X 5/8°.P PH SELF DRILLING SCREWS Acceptenco .0 vv�v//,, •• ••• • • • • • •• E Uotio Detc 202 c v- - 1.172 • • • • • • • • • 0 0 • • •• • • • :OPERATOR: By a o s a 3A GLAZING BEAD (INSUL. LAM. GLASS) t4 • CORNER Q(E1• • • ••• -di Ode To uctco Tot < m o w • -SINGLE-ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' �� •• 000 •• • • •L.00AIED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) #10 X 1" P PH SMS 2a5 245 OPERATOR TRACK #30175 AT BOTTOM RAIL Eng,:JAVALAHMAD I I • • • •F@!TEt�p JWITH (2) #10 X 1" P PH SMS FU.PE A 70592 0 i CAN.3 8 .780 120 �/8 �5. • Vo• • • •• o a �' 1 • • • 0 • ANTI-CAG SKATES: I� • • • • •• •• .1 20 4- •• I► 1.256 • VON ZTI-SAG SKATES BY 'M&M PLASTICS' � drawing no. (2) AT BOTTOM RAIL AT 4-1/2" FROM ENDS EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. 13 Zp15 W1 1—08 O4 SNUBBER - VENT 4A SNUBBER - FRAME �U sheet 5 DI 6 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • FF4� - 0 o 14 , 1 IL o 14 U 08 4 I 0 L / diJ m m Ol H 9 vi o � I w W Pm cr Lo- 0- 3t N s O o z O 2 j Z V m n U Mw VENT CORNER FRAME CORNER � ryti U 0 PRODUCT REVISED aV'i z i i i iM rnmptying xilh the Florwe At Doilding Code O9 . Acceptance Rx No •7 «<!!!'T'f VVV«</// / •• ••• • • • • • •• c iratl ate ZOZ 2 c o o • • • • • • • • • a IBy °1 Engr:JAVAD AHMAO CML o • ••• • • ••• ••• FLA.PE 592 ry • • • • • • • • • CAA 3 0 •• • • • • • 3 2015 drawing no. d W1 1-08 sheet g -L6 • • • • • • • • • • • •• •• • • • •• •• b MIAM I•DADE MIAMI-DADE COUNTY 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.gov/econonry Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, 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 RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 6006•• RENEWAL of this NOA shall be considered after a renewal application has been'filed and tlm�has been0- . no change in the applicable building code negatively affecting the performance of thiS....6pr.oduct.. been 066666 TERIMINATION of this NOA will occur after the expiration date or if there hvbeeq a revjsof pr change • in the materials, use, and/or manufacture of the product or process. Misuse of this*MA as an eridorsemenV of any product, for sales, advertising or any other purposes shall automatically tied*pnte this MA. FaiCujg„• to comply with any section of this NOA shall be cause for termination and remov.Q af.VOA. •• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade eountl.J:%Vida, arid, • followed by the expiration date may be displayed in advertising literature. If an portion6of the NOA-if,..: 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 Official. This NOA revises and renews NOA No. 13-0206.07 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. 15.0406.10 MIAMWADECOUNTY Expiration Date: May 19,2021 Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets l through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, 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 a casement window, prepared by Hurricane Engineering and Testing,Inc., Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), prepared by AI-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 6666.. D. QUALITY ASSURANCE •• 1. Miami-Dade Department of Regulatory and Economic Resouw=%(rRER)"0000 ...... 6666.. . 6666.. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray.Xpjgrica, �pc; for t�}gM 0• "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15.,expiring on 12711/16,.... 6666.. . . . . 6000.6 6666.. . . 6666.. .. . .6.6 Ala rez,P.E. Product Ctlro,,Examiner NOA No. 15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t' Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No..11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16: ...... . ...... .... . . .... .... ..... ...... .. . ..... . .. .. .. . ...... . . . . ...... . .. . .... . . Manuel P e , .E. Product Contra Ex iner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 37" u ECO—GUARD SERIES-500 WINDOW WIDTH �� o ALUMINUM OUTSWING CASEMENT WINDOW 35" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE VENT WIDTH Z 3 COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER FALSE • 29 3/8" 0 W WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USINu ) (SURFACE APPLIED) D.L. OPG. m al MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED ' mw LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL a 'M m o (L WILL APPLY TO ENTIRE SYSTEM. 2 ^ u Q'0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 V REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY II / (� m HURRICANE ZONE (HVHZ). I� / Of >"18 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ��/ a<G LOADS TO THE STRUCTURE. --- -- Q a)n¢ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 3 II 3 IX 2�?�-r EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LL Z ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS AREN = 11===== J S J NOT PART OF THIS APPROVAL. x w Q w S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. iu----- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT 3 \ i� ::i U o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \ ii J m REQUIREMENTS OF THE FLORIDA BUILDING CODE. m W nd w THESE WINDOWS ARE RATED FOR IARGF h SMALL. MISSILE IMPACT. II \ w SHUTTERS ARE NOT REQUIRED. - �, "� V)w V)�c0 6 POINT LOCK z m m O o"1 MAX-��4 7-MAX. LOCKING POINTS .MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF ' HEAD HEAD/SILL SEE CHART p Z LL SILL CORNERS 3 _ (FOR SIZES SHOWN OR SMALLER) - 755.0 PSF NO. OF p } WDW. HEIGHT KEEPERS Zo W m UPTO AT SASH p .t_3 TYPICAL ELEVATION 26- 2 o O -o LLJ 38-3/8" J y W rn L2 1/8"TEMP. GLASS 50-5 6" 4 ---� 63' 5 76" 6 3/8"AIR SPACE 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREWD. GLASS 3/16" HEAT STREN'D. GLASS35 090" Interlayer .090" Inlerlayer .090" Interlayer PRODUCT REVISED L R'^ DuPont Bulacite PVB DuPont Butocite PVB DuPont Bulocite PVB a ScompLyingwhhthe Florida `o_W a o p By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By Kuraray America, Inc.' Building Codc O/ Acceptenw No vv i 33 a 1/8"HEAT STREN'O. GLASS 1/8" HEAT STREN'0. GLASS 3/16' HEAT STREN'D. GLASS ilBhon Dein - 9'�LeDP1 w o 3 'z� 3 d SILICONE >d SILICONE ¢ SILICONE B9 product } m DOW CORNING 899 • m ••• • • DOW CQRNINC V9 F m DOW CORNING 899 NO c e u u i i s u GLASS CAPACITIES ON THIS SHEET ARE ••• • g BASED ON ASTM E1300-09 (3 SEC. GUSTS) � � 9 m • • • • > �< muo." 3 •.� ••A • •• �^ AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 20 �' ,' 20 ; 20 F En9r.JAVAD AHMAO o CML • • 9 • • • • • • O FIA.PE N 70592Ll 0 F. _T g CA.R. 3538 c ••• t • • • • 19 AT 1/4 POINTS o` `u • W 1 • • •• ALL SIZES •• • • • • SETTA BLOCKS AT INSUL. LAM. GLASS r --� NOTCH GLAZING BEAD LEG drawing no. 'GLASS S TYPE A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B / W1 1-05 ••• • • 9LAfl"40PWIONS• � , 2 3 2015 sheet 10 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS O SEE ELEV. ley FOR SPACING WOOD BUCK rc METAL rr--- -------------T1 0 of .a'e EDGE STRUCTURE II —MIAMI-DADE COUNTY APPROVED II EDGE m a DIST. I MULLION & MULLION ANCHORS I DIST. oo Z n J SEE SEPARATE NOA EDGE ;I h3 O E a s DIST. n -- II 0. `D IL O10 L \N cr 0IL 2 - O.6'a�,,� a TYPICAL ANCHORS i TYPICAL ANCHORS K p SEE ELEV. SEE GING QLEV ;LL m FOR SPACING uuI N_° 5 FOR SPACING t Zrt m N J�{ryyg I Q Wei r2 —" --`"-- TYPICAL ANCHORS:_SEE.ELEV. FOR SPACING = ry WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4""DIA. ULTRACON BY 'ELCO' (Fu=177 NSI, Fy=155 KSI) J j AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3m j 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ( r ti THRU 1BY BUCKS INTO CONC. OR MASONRYin t 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) >_W , F a i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) (n W I z nr _ = g —DIRECTLY INTO CONC7'OR'MASONRY 3 co M °m o = W - 1-f/4'' IMN-EMBED INTO CONCRETE(HEAD/SILL) j O� 011 si1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W a N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Z o 0 o O d J is w INTO METAL STRUCTURES C) 7 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) I W mm N N ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) -- — (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF.DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN, THK. = 1/8") o B W 5 (NO SHIM SPACE) ° o z rc o 13 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. a TRY INTO WOOD STRUCTURE = 1" MIN. a 2 WOOD BUCK INTO METAL STRUCTURE = 3/4" MIN. 17 _ • •• • • • • • • 100 AT HEAD, SILL OR JAMBS SG = 0.55 MIN. w 10 i • • • • • 16 CONCRETE AT HEAD, SILL OR JAMES f'e 3000 PSI MIN. 1 • • •• N C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS Pm 2000 PSI MIN. a 8 - ca Engc JAVMLAHMAD Fn n '� _ _ I • • •e. tr • owe-• • •^ • • • • • -'•'' •..'. FLA.PE A 70592 0 s " � � ° • • • • • • • - • •o � ,, �� .. Ff . 3538 4 ° ,••' • • • • • • i • " a '° r , PRODUCT REVISED v 3 z ° z q • •• • • • • ♦ 0• e •es eomplyinp with dle Ftarid• .u T"AL ANCYORS • • • v i T''ICAL ANCHORS°Building Codo ` w n SEE ELEV. - SEE ELEV. AcceptDnm lV v°lV drawingno. ^ _ FOR SPACING EDGE FOR SPACING ESI W11_05 L EDGE DIST. _I DIST. ••• • • • • ••• • • 'viiaml ade Produu Con 1 sheet 2 of 6 • • • • • • • • • • ••• • • • ••• • • �V 8 a 1/4•MAX. I 4 1/"MAX. 11 SHIMS 1/4" MAX. Z n 3 Z,SHIM 4A �('� O 1BYWO SHIM Q F O/ 5 WOOD BUCK ZW a 18 4 8 12 a n a1 C 02 °.� TYPICAL ANCHORS 28Y WOOD BUG CC V SEE ELEV. TYPICAL ANCHORS ----------SCREEN OPT. ---------------- --- e. FOR SPACING W 00 STRU URE SEE ELEV. FOR SPACING 1 1/2 r N � J Q W LL N 6 0 7 w Jl7 MtV� J 8 > TYPICAL ANCHORS Q W 1 f w 1 EXTERIORSEE ELEV. METAL_ e ° FOR SPACING --� STRUCTURE D.L.OPG. 3 U o VENT WIDTH J i WINDOW WIDTH 3 m 3 to LJ n w 00 z �� MIAMI-DADE COUNTY Q M yr APPROVED MULLION Z tJi m SEE SEPARATE NOA 3y TYPICAL ANCHORS Z J n SEE ELEV. FOR SPACING o O V p U �w J 1 I II II II II tt 1 s m rc�s 1 _ la cnN II 11 - I I un L---J m i �i WINDOW WIDTH see • • •WINUOIN 4DTFL•• o o„n • • •• • • • •• ••• •• • • • •• Eagr:JAVAO AHMAD n •t _o CML ••• ••• FLA PE if 70592 0 s • ••• • • • C,N.3538 �• • • • • • • • • PRODUCPRBVEED n •• • ••• • • • • • as cm-plying whh the Ptatd• 0 8 a 5 •• •• BuildllrJy Codd //��/��/ w� -- ---� ••• • • • • • • • AmtnncoNo —�^ 06.1 / drawin no. • Ito22 e Gz�imvtion DazsW1 1-05 ul ode Pro ud Can rol �tleet 3 of 63 of 6 • • • • • • • • • • V EDG� w EDGE DIST. METAL Fr___________ _____il o TYPICAL ANCHORS ZSTRUCTURE �1 MWMI-DAOE COUNTY APPROVED Ij �� SEE ELEV. FOR SPACING I t MULLION k MULLION ANCHORS 1 1 Z �; 3 SEE SEPARATE NOA II Q Ij Q JANCHORS I fALT. crQWTYPICAL ANCHORS TW SEE ELEV. . J O M Q FOR SPACING FOR SPACING Q W [-� U o n 3I fn � W R w N � w �5 to to n m 3 3 ip M N O ort C Z m t/a"MAX. � 3 tO SHIMS 15 ALT. O J TYPICAL ANCHORS W rn f ,w- SEE ELEV. FOR SPACING ' O a 1 1/4' 0 z F ?: TYPICAL ANCHORS m m SEE ELEV. FOR SPACING W G ¢ z 9c PRODUCE REVISED ac complying with the Florida Building Cod c /'SA09-,10 Acoeprenco 'vi _ O 1 LJ- . • ALT. • •• • • • •• • • • • ••• • W ada Pr uct Cvn rul m c IS i •• •.• •• • • • •• N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr:JAVAD MAD „ GML j ••• •.• M. PE/70592 c .. • •.• ••• ••• • • (45 38 • • • • • • s • • • •• ••• • • • drawing no. 0• W11-05 v EOGE DIST. _ U15 sheet 4 of Co, Imo---2.750 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SIIPPI.IP,R/RENARXS 4 v W t E501 4 FRAME HEAD/SILL/JAMS -6063-T6 �\ o 2 E502 4 VENT 6063-T6 - .500 _ 3 FY108 AS REOD. GLAZING BEAD(5/16"LAM.GLASS) 6063-T6 - _ Z 3 1 I30 062 3A E505 AS REGO. GLAZING BEAD(INSUL.LAM.GLASS) 6063-T6 SB FY109 AS REOD. GLAZING BEAD(7/18'LAM.GLASS) 6063-76 - --- _ r! N a. 4 E508 AS REOD. SNUBBER-VENT,FULL LENGTH 6083-T6 - 0 0 0. 078 2.821 4A E509 AS REOD. SNUBBER - FRAME,FULL LENGTH 6063-T6 - (3 W U 1.893 5 E506 OPTIONAL SCREEN FRAME _ 6063-T5 7 /10 X 1-1/4'• AS REOD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS FO LL 8 E203 AS REOD. BULB WEATHERSTRIPPING,OUROMETER 65 SANTOPRENE ULTRAFAS ? 9 E203 AS REOD. GLAZING BEAD BULB,_DUROMETER 65 SANTOPRENE ULTRAFAS _ P1 10 35.12.00.400 2/VENT 4 BAR HINGE.AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH(2) #10 X 5/8" SDS a IL Q fQ1 e7 O FRAME HEAD/SILL/JAMB I, 13095.92 I MULTI POINT LOCK SYSTEM ZAMAK TRUTH 8 AT co R 12 - 6/VENT KEEPER STEEL - 1%In 0 2.354 13 - 1/VENT ROTO OPERATOR_ - ZAMAK/STL. TRUTH _ Q wN L-2.354--1 C 14 PSJ40-SS 2/CORNER FRAME/VENT CORNER KEY ST.STEEL - LL Z N f m. -1.330-115 FY120 AS REGO. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL ZO 1 Q I^-2.688 - - a W ei f f,-fll 16 3 ANTI SAG SKATE NYLON M&M PLASTICS L .062 17 /10% 1-1/4 2/SKATE M SDS SKATE SCREWS 18 ;1'8 X 3/4' AS REOD. FH SMS SNUBBER SCREWS Y - IN PAIRS 2"APART, PAIRS SPACED AT 7-3/4"O.C. a U 2.094 372 .500 769 19 - 2/LITE SETTING BLOCK,3/16'X 3/4"X 4"LONG EPDM DUROMETER BOl5 SHORE A -1 .062 2.813 �. 21 _.._FL8=50 = GLASS SPACER- 1/B'HIGH SILICONE FRANK LOWS 3 m .896 2.611 21 INSUL.GLASS EDGE SPACER ST. STEEL CARDINAL%L 3 (n ar SEALANT: Lu L o .719 .590 15 FLUSH FRAME ADAPTER w ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. W 1.582--i 1.750 H PARIMETER CAULKING SICAFLEX I SLM ON EXTERIOR ONLY. 3�M O2 VENT ^ ass LOCKS: 0 Z - m 3 m 519 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' � 3 AT FRAME JAMB Ja z o 1- LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL a O 111 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. U0,w .803 .045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 493 `^ lil 0, #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS t.Da7 14 CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT a O GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X-5/8" P FH SMS U `o SEE CHART ON SHEET 1 FOR QUANTITIES .245 0 w S �rc �r .130RING �b4 � -F.120 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODUCT RIMSED, ° ;p .803 045 1 ._( LOCATED AT TOP AND BOTTOM CORNERS �+w.ViytagwtibftF nd' UutldingCode ��1 4- t.256 �I FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS AP � ��v�V�!1O N A N i.,72 .. ... . . . . . •.. udu Dn1c /ZoZ 1 o a • ••� -4k A 0 it • By a 3A GLAZING BEAD (INSUL. LAM. GLASS) 4A SNUBBER - hR ME • '.7iom1 deProdud o trot d o m u •• • •SIt�G L AI� OTO OPERATOR #52.13.012 BY 'TRUTH' o • • •LOCAJED IT IMLL•BNO •• ••• •• FASTENED WITH (6) #10 X 1" P PH SMS - �.394 .245 OPERATOR TRACK #30175 AT BOTTOM RAIL Engr.JAVAD AHMAD 1 FASTENED WITH (2) �10 X 1" P PH SMS FLA PE 705 70592 • ••• • • • • •• CA.N.3538 �. .803 ,050 .780 • •720 • • • • L- • • •••A;TI*I SAG ;KATI7�: / • • • AANIPL )RNTI-SAG•SK • ATE�•BY 'M&M PLASTICS' �1.720 •• drawln no. 1.1347 •• • (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS o� •(t) AT BOTTOM RAIL AT 4" FROM LOCK STILE W1 19�J 3R GLAZING BEAD (7/16" LAM. GLASS) Q SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. ,SUN 3 2015 sheet 5 of 6 • 0 • ••• • • o A7 w 0 T. t•. j 0� W � Q Ew a • O F m 4 O J m U L nra'O u 14 W M crdQp8 f/ LL ZN_ p 000f 9 111 Qb� t" I / J I/ 3p 3 vi c < N � W w M }W N 00 LL I I � o O �Jv j g U �L w t w Om VENT CORNER FRAME CORNER w A o T € p 4- v= = =� •• ••• . . . . . •• 2 d m 000 •. . • . . ••• • � g< m �ow 00 Engr.JAVAD ANMMAD N •� c CML a FLA.PE M 70592 \ I • ••• • • PRODUCT REVISED CAN. 38 • • • • • • • • • ascomplyingwhhftRorids o i • . • . • • • • • Euddln•caa �_ /i O v •• • • • • • • •• •• Acceptmtce No �PrOZ1. • �• • • • • • Ex imtionDate Browing no. ByJU 2015 W1 1-05 Miami a Pmducl Co sheet 6of 6 M IAM PDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION amum 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.miamidade.gov/economy ECO Windows Systems,LLC 9114 N.W. 100h Street, Medley,FL 33178 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 PERA-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. PERA 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, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,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 RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 :See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max doorUeaf Wdth shall not to exceed 37". See locking options 1 &2 in sheet 7,_1. • 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite PVB aild glass type:CS•rs•limited to 0• Insulated laminated glass w/.090" Solutia interlayer. •••••• 0 • LABELING:Each unit shall bear a permanent label with the manufacturer's name o>:Id1d,.�city, s;At'd'aad serifs 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•aoXtherelw%een no.... change in the applicable building code negatively affecting the performance of this pi0t VZO •• TERMINATION of this NOA will occur after the expiration date or if there has been a r@vision prt4inge in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as An.snd3rsementof any pritltitt•„ for sales,edvertising or any other put-poses shall automatically terminate this NOA.Failure to compV vAth 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 job site at the request of the Building Official. This NOA revises NOA#12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 15-0603.13 MIAWDADE eouW Expiration Date: March 20,2019 '''' ' Approval Date: October 15,2015 t ,k%4 Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#12-0402.03) 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 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering &Testing, Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-40031 HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda,P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(511'Edition), prepared by Al Farooq Corporation, dated June 02,2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS ••• • I. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Ihc.TFArmer.E.I..DuPont •• DeNemours & Co.,Inc. for the `Butacite®PVB interlayer", expiring-qn•12/117M.00 .... :• 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Cd&yany (MA)(forn%4..; Solutia, Inc.)for the"Saflex: Saflex Clear& Color glass interlayer", eiNring on-q j7g /16. ; • 3. XL Edge seal System 201 SS spacer by Cardinal IG. •••••• •• ••:••' .. .. .. . ...... F. STATEMENTS • 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no finanoi�l interest,••••:• prepared by Al Farooq Corporation,dated 06/02/15, signed and seale&byJavad Ahmad, P.E;....; 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering 1'esting;F4 signed ant sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 a1/8' HEAT STREN'D. GLASS 3/16"HEAT STREN'0. GLASS W m 0 .090"Interloyer 090"Interloyer n Butocite PVB Butocite FNB By 'Kuroroy Americo, Inc.' By 'Kuroroy America, Inc.' Z 3 1/8"HEAT STREN'D. GLASS 3/16"HEAT STREN'D. GLASS F, j 2 eq SILICONE SILICONE O o 0 zy DOW CORNING 899 z m DOW CORNING 899 ^Wit c� is ] 26 io 26 C6 C LL rn 0 I♦ �' 8 m m 4 ? V v p `M M 001410 SETTING BLOCKS AT LAM.CLASS LL Z yj O fil REQD. FOR WIDTHS EXCEEDING 36"ONLY. i 1? NOTCH GLAZING BEAD LEG TO ZVZ' J CLEAR BLOCKS Q W � GLASS TYPE 'G1' GLASS TYPE 'G2' O � J m J 1/8•TEMP. GLASS g J 5/16"AIR SPACE Uj 1/8"HEAT STREN'D.GLASS W n 090" Interlayer Saflex Clear And Color Glass w }w By 'Eastman Chemical Co.' z U)K oD 1/8" HEAT STREN'D. GLASS � r•7 rn a o OOM N ' SILICONE Z m DOW CORNING 899 Z 3 LJi m 26 ST. STEEL 3 Z} yr io METAL SPACER 15 W J WmLu J 35- SILICONE SERIES 600 �� (�-� ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. \ SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 8 STAND ALONE SINGLE SIDELITE SEE SHEET 3. —' c g 2 m SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. -2.,.a W LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. PRODUCFREVISED m?n? a T rq*.fdyl.$ ilk Ibc FbrW& mE & DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION )FAW.XC�N.1$-6L0 •13 RESISTANCE IS REQUIRED. Act e•• 00: • • • • • •• ►,>'FLeMLw I%ItAvARTo.2eI? r a rr 11 (( m *00 • • • • • • • 'S 1 r`SAN N y O o c'i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THC •• • • • • • bL o g REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING PlIGH VEtO " • • • ••• • 81•aJ OWi roi•cI Ca•Lro1 HURRICANE ZONE (HVHZ). • • • • • • • • • <m •• ••• •• • • • •• 16Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY w TO TRANSFER LOADS TO THE STRUCTURE. Engr:JAVAD AHMAD n r ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. CIVIL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL•ORE96MS OR STUOCO. • 4100411 ••• SHUTTERS ARE NOT REQUIRED. FIA.Ped 70592 g M • • • • • • • • • CA.N.3538 n r ANCHORING OR LOADING CONDITIONS NOT SHOWN IN&HESE DEfMLS ARE• • • • • • - NOT PART OF THIS APPROVAL. •• • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF"HORS WTO WOOD QNLY.••• :• :• S 4 2015 0 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W12-0S REQUIREMENTS OF THE FLORIDA BLDG. CODE. ••• • • • • ••• • • sheat 1 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U0 V 39 3/4"MAX. 76'MAX. 37 3/16" MAX. �� o FRAME WIDTH FRAME WIDTH FRAME WIDTH N 3 HEAD& SILL ANCHORS 0 FF AT STILE "IDS Z Z 12• (4) AT 3'O.C. 12 12' f w a 5" MAX. MAX. 5'�. MAX. 5' MAX. MAX. �4 ry a HEAD HEAD {�- HERO O g�g o HEAD/SILLA SILL HEAD/SILL A _ SILL HEAD/SILL I F SILL O J C O CORNERS CORNERS '�\ CORNERS I 0 \ �OF n 0 U Q Q IL Q g _ _ IL_--_ N p ry ---n7-- LOCK OPTIONS / E LOCK OP710N$ II ,�W _ / II #1 OR /2 / II #1 OR#2\ H ii Q II (OPTION 2 SHOWN) II (OPTION 2 S W ___ / I V/ SEE SHEET 7.1 = / -��--- SEE SHEET 7. v a ii'� FOR DESCRIPTION yl FOR DESCRIPTIO)V _ \w \o II = \w \d IY m a0 m U o m n x n II// io MI x n O 3w b b J I I / w J J 1 J N ---n----- m \-----R---- V) IW-' �x _ \JJII /CBO 01) 1 Z_ _j ACTIVE ACTIVE I INACTIVE I ACT WE $ 3 Z W o SURFACE APPLIED mw SURFACE APPLIED mw SURFACE APPLIED mw W rnf FALSE MUNTINS OR 26 15/16' ¢ FALSE MUNTINS OR 26 15/tfi" 26 15/16" 1. FALSE MUNTINS OR 32 3/4' � DECORATIVE GRILL D.L. OPG. 1D u DECORATIVE GRILL D.L. OPG. O.L. OPG. '� 0 DECORATIVE GRILL D.L. OPG. 'O v MAY BE USED MAY BE USED MAY BE USED 37' MAX. 37 MAX. LEAF WIDTH LEAF WIDTH N (XX) (0) N 8 STAND ALONE SINGLE SIDELITE DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SEE SHEET 3 FOR CAPACITY u g u SINGLE DOORS (X) DOUBLE (XX) v DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS FRAME I LEAF FRAME I FRAME LEAF FRAME I ►RODUC 1,REVISED WIDTH WIDTH HEIGHT EXT.(.) INT.(-}• •. • • • • • •• WIDTH WIDTH HEIGHT EXT.(+) IM.(-) rco•d71•L�'I�1I"'�0�h bi r n • • • • • • • • bwdieL Cod. ` °' 39-3/4' 37' 98' 70.0 756 • •• • • • • • 76' 37' 9B' 70.0 75.0 Aaeptwcs No lS�0�03•!j Noe o •• • • • • ••• • Ey�kMM�DNe �q • • • • • • • • • °��iO<m" •• ••• •• • • • •• 11 '" a odntCwNd N • GLASS D.L.O. DIMS, I D.L.O. HEIGHT = FRAME HEIGHT - 11.125Eng,:JAVAD CMLµMAD N a AFI (X D 5 ) =•F E R-• %13" FLA PE#70592 0 :D.LsO. WITH (XX MSZ= FRAMEDTH -.22.125')/2 CAN. 536 •• %• • •• %• • • • •% 8 ; • • • • NOTE: 0 4 2015 0 00 NOTE: GLASS CAPACITIES ON THIS SHEET AREdrawing no. EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) W�2_08 BY BUILDING OFFICIAL. AND FLORIDA BUILDING COMMISSION ••• • • • • ••• • • DECLARATORY STATEMENT DCA05—DEC-219 sheet 2 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (] 0 DESIGN LOAD CAPACITY - PSF 148" MAX. �! w DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH o STAND ALONE SINGLE SIDEUTES (SEE NOTE BELOW) HEAD h SILL ANCHORS n SIDELITE SIDEUTE WITHOUT SIDELITE SIDELITE WITHOUT WITH AT STILE ENDS Z 3 FRAME FRAME REINFORCING FRAME FRAME REINFORCING REINFORCING CLUSTER OF (4)AT 3"O.C. Q F • J WIDTH HEIGHT WIDTH HEIGHT 6" (4)ANCHORS Z INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXF.(+) INT.(-) EXT.(+) INT.(-) AT HEAD/SILL 12" i 24 70.0 75.0 24 70.0 75.0 70.0 75.0 5"MAX. 3" MAX (� TYp, HEAD O 5 0 30 70.0 75.0 30 70.0 75.0 70.0 75.0 HEAD/SILL F /A SILL 36 82 70.0 75.0 36 82 70.0 75.0 70.0 75.0 CORNERS �o 37 70.0 75.0 37 70.0 75.0 70.0 75.0 0 42 61.7 66.1 42 61.7 66.1 61.7 66.1 j 0 24 70.0 75.0 24 70.0 75.0 70.0 75.0 a G G 30 70.0 75.0 30 70.0 75.0 70.0 75.0 d Q 36 86 70.0 75.0 36 86 70.0 75.0 70.0 75.0 II II I I 0��1 r 37 70.0 75.0 37 70.0 75.0 70.0 75.0 ====r==== ---It7/ 42 61.7 66.1 42 61.7 66.1 61.7 66.1 II 1 E I i \ Z b 24 70.0 75.0 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 30 92 69.6 69.8 70.0 75.0 36 64.1 54.1 36 84.1 64.1 70.0 75.0 37 63.3 63.3 37 63.3 63.3 70.0 75.0 m - r 24 63.3 63.3 24 63.3 63.3 70.0 75.0 a a o / 30 98 57.8 57.8 30 98 57.8 57.8 70.0 75.0 4 , I( I I 1 0 '� m o b 36 53.1 53.1 36 53.1 53.1 70.0 75.0 m ==--moi----- ---n----' I 1 / 25 v; m 37 52.4 52.4 37 52.4 52.4 70,0 75.0 II \ II Ld REINFORCING AS REOD. \li I I LO K OPO S SEE CHART -=-�L==_= --_ ____ I I #1 OR/#2 }W I u\ I (0 T)BN 1 S 0 ) z (n 1 00 LL SE SHEET 1 r/1 r ii ii \ i I F DESCRI TIO Is \ o r1 B INACTIVE I I ACTIVE - -"�` $ 3 Z o O a J 39-3/4" MAX. (SINGLE) SURLd � r SINGLE SIDEUTE WIDTH SIDELITE WIDTH FALSE F MUNTINSACE UOR /4" \ 26 15 16" 25 15 18" w 76" MAX. (DOUBLE) 32 3 / / DOOR FRAME WIDTH DECORATIVE GRILL D.L.OPG. D.L. OPG. D.L. OPG. - O MAY BE USED 37" PRODUCE REVISED NOTE: LEAF WIDTH w moplyIng w{IM INt FTErMh FOR DOORS CAPACITIES SEE SHEET 2. IwdlegCode z FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELFFE FRAME WIDTH 39 3/4"MAX. (SINGLE) Atstpta N•i5-046 '- g a B LOWER VALUES FROM DOOR OR SIDELITE CHART MAX, 7s' MAX. (DOUBLE) 6>M1M•IM•Mte �7 p WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH (OXXO) � r ir1G•hal u MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 •• ••• • • • • • •• GLASS D.L.O. DIMS. • • • • • • • • • °i 0 o N o 0 D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 1110J0" • •• • •• > $ D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" • • • • • • • • • <<m o Hl- GLASS Engr:JAVAD AHMADCIVIL • ••• • i •i• ••• /70592• A.N.3538• NOTE:•• •• CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) p ti P,01yAND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 • • • • • • • • • • ••• • • • ••• • • PROPERLY SECURED 2BY WOOD BUCK :Ijl O 9/16" MIN. TYPICAL ANCHORS 1BY WOOD BUCK W EDGE DIST. OR �� w0 THROW BOLT EDGE DIST. SEE ELEVATIONS URE METAL o PENETRATION FOR SPACING EOCE DIST. EET 1 STRUCTURE N -• d.' EDGE 1$. EDGE DIST. Z :I" •- in-4 0 1 w w w O 13 O a ' < nppa, I0J 25 1 I N O Val O N 0 0\4, r' O i i to � � N � Q� V 0 A 33 j j 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0r& M I I SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS O a Q Q 7 I I FOR SPACING FOR SPACING FOR SPACING O IMIAMI-DADS COUNTY APPROVEOI cN�11 L� I CLIPPED MULLION I I J z ry J !SEE SEPARATE w I I II I1 O v J v o S V U � N GLAZING OPTIONS W SEE SHEET 1 TYPICAL ANCHORS ~ SEE ELEVATIONS }W FOR SPACING z (n in a a iBY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 3 m m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER o O o_M h THEM TO THE BUILDING STRUCTURE. Z 31` is 00 W TYPICAL ANCHORS: SEE ELEV. FOR SPACING O o U LV 1/4" DIA ULTRACON BY 'ELCO (Fu-177 KSI, Fy=155 KSI) }H W rn� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU'1BY BUCKS INTO CONC. OR MASONRY PROnUCFRevTSED 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) d wilkthtFhr.le. o 8 1-1/4" bi MIN. EMBED INTO CONC. OR MASONRY (JAMBS) AmpftNo `o w DIRECTLY INTO CONC. OR MASONRY MIejL9- -a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 7A 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 111]4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 33 • • • • • • • WT%MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") c d O e 26 2 • • •• • • r G o ry o n • • •• • • • • ••tI VETAL STRUCTURES g 6 I I 1 • • • • • • STEEL P 1/8" THK. MIN. (Fy = 36 KSI MIN.) °c< m a 25 I i • •• •• • • %LUTr1IFIUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS y (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) r _ J Engr:JAVAD AHMAD .r ••• • • l� Ef1(: CE� E DISTANCIVIL 2 m • • •7 o n INTO CONCRETE AND MASONRY = 2-1/2" MIN. F .PN.�S5aa g a I ° a i': • • ••• 0 0 • 140 W0(:) STRUCTURE = 1" MIN. s a" • •• • • • • INi(i METwI•STRUCTURE = 3/4" MIN. J V 4 Mb 8 a 5 EDGE DIST. TAIRAL ANCRORS • • • • C � SEE ELEVATIONS WOOD AT HEAD OR JAM8S SG = 0.55 MIN. drawing no. i/2" MIN. THROW BOLT FOR SPACING W12—�Q CONCRETE AT HEAD, SILL OR JAMBS i'c - 3000 PSI MIN. 1�Y V PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 000 • • • • 000 • • sheet 4 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4'MAX. O . O 1/4'MAXU C CONCEALED FLUSH BOLTS w LEVERS AT STILE FACEN SHIM SHIM M o } 18Y N TYPICAL ANCHORS WOOD BUCK SEE ELEV. 16 ACTIVE LEAF O FOR SPACING < F N I 26 13 O a O 24 W v w • .. SEEICAANCHORS Q v V FOR SPACING 0 d Q Fi g 23 .8 C 25 9 EXTERIOR it d;� g� 19 O.L.O. _ {6 Z_N f L° METAL STRUCTURE J 0(0 J7' MAX. ZZ�Ny SEE SPEC SHEET 4 LOCK OPTIONS Q W ci f LEAF WIDTH J1 OR e2 39 3/4'MAX. (OPTION 2 SHOWN) —T SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 - FOR DESCRIPTION 1/4'MAX. U o SHIM J m J 1/4'MAX.' E S m SHIM CONCEALED FLUSH BOLTS CONCEALED FLUSH BOLTS ! N 3 LEVERS AT INSIDE FACE OFSTILE OR WOOD BIJEK Ld TYPICAL ANCHORS LEVERS AT STILE FACE OR / W v SEE ELEV.''' WOOD STR[TURF FOR SPACING 16 INACTIVE LEAF ACTIVE LEAF EE NOTE HEET 1 zLO z cr � IA 26 13 26 24 o O O M = N 0 0 s ( ? CO) Z o rn ��,00—alai .. ..:1 W to F- 2} O 1 25 TYPICAL ANCHORS 9 11 10 SEE ELEV. 19 D.L.O. D.L.O. FOR SPACING LEAF WIDTH LOCK OPTION i2 EXTERIOR 3 LEAF WIDTH c°- N g 78' MAX. 6 u DOUBLE DOOR FRAME WIDTH v ° PRODUCFREVISED •• 7•%044T I.00%ASSEIJBLY • •• 4 POINT LOCK ASSEMBLY as complying Wilk Me Mrw' n_ • • • • • • • • • Ac OS".N•1 -D�• •T o •• INS F• • •• • ACTIVE LEAF 6apleallas Dale f s 26 . It. v<< •• ••• • • At►.! n.r�elc..ad o y Engr:JAVAO AHMA.D I •u _o CIVIL 7 ••• •• •YLLJ--I;s.: :^•.�_..1_l.� FLA PE 1 70592 AN. 538 • •0 • • • EXTERIOR 205 drawing no, SE AILS W 12-08 DOOR DETsheet 5 of 9 ••• • • • • ••• L61CK OPTION 41 - • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U W TYPICAL ANCHORS o SEE ELEVATIONS 1/4"MAX. O 1/4" MAX. _ ry FOR SPACING EDGE DIST._ _ SHIM 5 SHIM Z n 3 IBY WOOD BUCK TYPICAL ANCHORS I SEE ELEV. FOR SPACING 16 o 22 a •: TYPICAL ANCHORS 0 Q< g 2 o SEE ELEV. FOR PACING O N Oj W �RE ,4 EXTERIOR J M g a+ a D.L.O. Q�i ery E METAL STRUCTURE —� SEE SPEC SHEET 4 42"AT 86"HT. 37"AT 98"HT. MAX. SINGLE SIDELITE WIDTH WRODUCfREVISED U o r C.Op1T1•s w11A 1►t Florida J i bWdiaf CoM A.pl,Mtt Ho15-o L•z•13 g U G N t�� W M GLAZING OPTIONS REINFORC18 AS R QDING C ^ in SHEETSEE SHEET 3 1 O /12 SMS > 1+1 1/4"MAX. AT 5" FROM ENDS O z (n r 4 SHIM AND 11" O.C. MAX. - = a+ 5 6 3 0 016 0M n Z�� m •rq . W - - — 16 r- o Z}h m K I 26 13 ,n O d J o W I 24 Q -j N L Wrn� t r I TYPICAL ANCHORS SEE ELEV. FOR SPACING .� 23 o €W 14 15 25 9 u b+ 4 D.L.O. 19 D.L.O. -ei'�u LEAF WIDTH 4 EXTERIOR 39 3/4" (SINGLE) •• ••• • • • • •• 76" (DOUBLE) c w H • • • • • • • • SIDELITE WIDTH g o • • •• • • • MAX. DOOR. FRAME WIDTH m 8 OMAX. UNIT FRAME WIDTH G Engr:JAVAD AHMAD I 1 = CML I �y • ••• • • ••• ••• FLA.PE f 70592 o n a 22 • • • • • • • • • CAN.3538 u ° 'EDGE DIST. TYPICAL ANCHORS S A 2015 SEE ELEVATIONSSIDELITE DETAILS sheet 6 of 9 FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • U r4A PART f READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 4 w E601 - to DOOR FRAME HEAD/SILL 6063-T6 - 1\ o I E602 - FRAME COVER 6063-T6 - N E603 - DOOR FRAME JAMB 6063-T6 - Z q E604 - SIDELIIE TOP &BOTTOM FRAME 6063-16 - IUZ.I a E626 - SIDELITE 9'BOTTOM FRAME 6063-T6 - a 5 E605 - SIOELITE FRAME JAMB 6063-T6 - O0. Q v 6 E606 - SIDEUTE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP&BOTTOM RAIL 6063-T6 - u 7A E625 - LEAF 9' BOTTOM RAIL 6063-T6 - _ C b r 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - O 9 E609 - LEAF HINGE STILE 6063-T6 - O 0 Q O 10 E610 - LEAF LOCK STILE 6063-16 - C A� 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - ZQ M VN! 13 E613 - LEAF CLAMP 6063-T6 4-1/4"LONG_ , 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16'LAM.GLASS) 6063-T6 - C� 14A E109 - GLAZING BEAD (7/16'LAM.GLASS) 6063-T6 - 15 E615 - GLAZING READ(INSLIL. GLASS) 6063-T6 - U J 16 E616 - SNAP COVER 8063-T6 - J 'j 17 E613 - BOLT SUPPORT 6063-76 NOT SHOWNlui g m 18 - AS REDO. SIDELRE MULLION REINFORCING 6063-T6 - m 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN &ASSOC. Lu n 20 F81202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN &ASSOC. z 00 " 22 012 SMS AS READ. FRAME ASSEMBLY SCREWS - - En n 0 23 012 X J/4" - HINGE INSTALLATION FASTENERS - FH SMS o O C)r`1 24 - - 3/8"DU.THREADED ROD STEEL 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB z 3C 26 E20815-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM g 3 Z in _ }} o 27E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB N O d J 28 - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. U - _ g w�� lv 29 E622 - FLUSH BOLT CUP NYLON - 30 DLOIRC - BUCK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB _- WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 010 X 3/4' 2/ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/LITE I SETTING BLOCK. 1/4"X 1/2"X 4" LONG EPDM AT 6'FROM EACH END, DUROMETER 80±5 35 - 2/LRE ISETTING BLOCK, 1/4'X 3/4'X 4"LONG EPDM AT 6' FROM EACH END, OUROMETER 80±5 o 006 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH •• ••• • • • • • •• SCHNEE MOREHEAD JM5504 SEALANT. N "n • • • • • • • • • PRDDUCf REVISED d tonpWN w1M Ne Fbr1h N o"c N • • •• • • • • • 0 0 8 • •• • • • • ••• • CeM L .�o A m tdW4A•tt No y k�"4 . 1.•. 34N En9r:JAVAD AHMAD MlaJ DA�r nr•elCultraf '1 _o CML i eo • ••• • • ••• ••• FIA.PE 70592 o n a • • • • • • • • • C N. 538 •• • • • • • drawing no. EP )n 2016 W12-08 ••• • • • • ••• • • (_0--t7 of 9 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • LOCKS: U �� w OPTION Al: OPTION /2. N ACTIVE LEAF: ACTIVE LEAF: Z j 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE 0 m (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM 1/2" DN.THROW BOLT(1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON R N AND (1)AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOMQ THROW BOLTS ATTACHED TO LOCK BY 3/8"CONNECTING RODS CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' 0 o U f5u LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 1/2" X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL IL O LL 11•IBCTNE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8"FROM TOP AND BOTTOM n 1/2" DIA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2"FH MS HEAD AND FRAME SILLa C P1 °o THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS INACTIVE LEAF: 0 d Q LOCK LOCATED AT 42-1/2"FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLNAN &ASSOC.' O ro 1/2" X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL Qi 0 n MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE Q 3 r 6 OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 88-32 X 1/2" FH MS Q I I I I I J N M o w C En to ' 0 0M N O O rt N "ADUC r REVISED Z 3 L d t°wpwm w11A 1Ye Fl°rWa o Z Date °t w ACTIVE I INACTIVE I I ACTNE ACTIVE INACTIVE ACTIVE �S �.�„� O Is � G y o O e U F • • • • • • • • • o off o • • •• • • • • • y iQ C g •• ••• •• • • • •• HINGES: Enar.JAVAO AHMAD ^ ,I 3-1/2" X 7-5/8"X .122"THK. EXTRUDED ALUM HINGE • ••• • • ••• ••• CIVIL i PART/FD-107 BY SULLIVAN &ASSOC. • • • • • • • • • FLA.PE/70592 o n 3 HINGES PER LEAF • • • • • • • • • CA .3538 BOTTOM HINGE AT 10-1/4" FROM BOTTOM •• • • • • • • • • 6 c TOP HINGE AT 11-3/4"FROM TOP • •• • • • • •• •• T /O�T1 �� CENTER HINGE AT MIDSPAN (38"O.C. MAX.) •• • • • • • `Cf drawing no. HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE W12-08 (6) SCREWS AT FRAME JAMB ••• • • • • ••• • • sheet 7,l of g • • • • • • • • • • • 0% • •• •• • • • •• •• • • • ••• • • 4.000 J .078 •519 F'-.394 L�^-.130 o P_ N .825 .A03 ,pq5 .a03 .051I0 .803 .0451 O 1925 4.031078 1.047 1.047 4.750 F< _2.062---moi e' a GLAZING BEAD a GLAZING BEAD is GLAZING BEAD L�,qj 5/18'GLASS 7/18'GLASS INSUL. GLASS 7 DOOR FRAME HEAD/SILL 0 1 h �4.000 �� t.507 1.507-I O Q a 7 LEAF TOP/BOTTOM RAIL I 0 �o 1.625 4.719 LLN� .078 3.719 .078 Q b 4.781 .078 7.750 O 1.507 8.250 7.500�{I J m I 7.531 F I r 312 -U i �y, g m e LEAF HINGE STILE 062 FROAUC r REVISER W II r to¢gNyh1:.11h[he FkrSAa 1.507 d 5.344 y�linp CaN w ~ 1.750 0 e LEAF W'STRmepi P ADAPTER P 1p,� 93 z 000 ` O11 �e7 N 094 SIDELITE TOP & BOTTOM FRAME 1 II442 1 C4#11ed 00 o J 2.081 1.750 1.507 F�1.750�i .312 442 ' 329 .G7a�� 078 7a 9" BOTTOM RAIL 12 1 saa W t.e12 t0 LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET `I --{.750^- 2 FRAME COVER 5.344 .074 .375 I I .6a7 2.081 F -125 0 .050 ,.,897 1.50 1.750 El '125 3.781 3.719 /I u .078 I vio .tsa �-a.000� � € G t 73 LEAF CLAMP 16 SNAP COVER LEAF ASTRAGAL STILIr• ••• • •L •• HINGE BACK-UP PLATE n N r • • • • • 9.000 • �' I • . . r . to P a+$o 1.500 b{ r1.500-�{ • •• • • • • ••• • -^j 1250 r^-- T g g$ a{ 625 �j 7t. • • • • + e • • I 719 SIDELITE MULLION REINFORCING ? <m •• ••• • • • •f r.71 0 Lil .078 En9r.JAVAO ANMAO n u 9 ••• • j CMLFIA.PE S 70592 4.000 4.000 • • 4.188 CAN. 538.078 2.097 • •• • • • • • • • I c a L • �L , 4.000 -W 078 AO ', W 12-08 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAV:* • • SpELt:*9":8OTTOV FRAME 106 SIDELITE SLIP ON JAMB sheet $of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 xz x2 �U N Z F � IL Ito / CIO 8 paao .l C°St-¢ Q 1"2 ;,re 0 J J m O N W � N DOOR FRAME CORNER H �w z (D"y000 SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER p orMi N I � Z 3� � 3Z�o pa 0 moDUC f REVISED m eaopW"vW to tAe Flori& 12 syUilM�we9; III I �i f 2 11 II IW-1 II'1 • • •• • • • • • O O N O • • • • • • • • d c i m Engr:JAVAD AHMAD n c • • • ••• ••• M. 70s92 S ' 0:0 • ' • ' • • CA..3538 •• • • • • • • • • • •• • • • • •• •• 2015 LEAF Browing no. LEAF CORNER ••• • • • • ••• • • sheet g of g • •• •• • • • •• •• MIAMI-DADE MIANH—DADE COUNTY,FLORIDA h2UNUU PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECON01-81IC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADANIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.miamidade.gov/economy Lawson Industries,Inc. 8501 NW 90 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 not be valid after the expiration date stated below. The Miami--Dade County Product Control Section(1n 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, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and Wo Steel Reinforcement--L.M.I. APPROVAL DOCUMENT: Drawing No. LAW--MIS-1001,titled"Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless gtjipi lse noted herein. 00 RENEWAL of this NOA shall be considered after a renewal application has bva J"ged anctttm•has b�W•;• no change in the applicable building code negatively affecting the performance of 610product. 000000 TERMINATION of this NOA will occur after the expiration date or if there h4W&a revis`i5h'or change 00 0000 00000 in the materials, use, and/or manufacture of the product or process. Misuse of tl i00.1$P.A as ate endorsematit• • of any product, for sales, advertising or any other purposes shall automatically to NvAte thi%NfL4. Fai4irg•• to comply with any section of this NOA shall be cause for termination and remoWAa0AIOA. ADVERTISEMENT: The NOA number preceded by the words Miami—ISade�Count;p JW rida, 'Ada 0 0 followed by the expiation date may be displayed in advertising literature. If apypQrtion o�•tlle NOp0•is••: displayed,then it shall be done in its entirety. 00 0 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 Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. CNOXN6714. o908:08--�D MIAM4DADE COON Y ` BSc �`. Expiration Date: May 30,2017 Approval Date: November 06,2014 t`4 Pagel Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW--ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision `B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering &Testing,Inc.,Test Report No. HETI-02 T071, dated 09/16/02,tested per ASTM E8, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of 120—inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI--02---1716, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. :...:. 2) Cyclic Wind Pressure Loading per FBC,k4s 103-9;4 •••; along with marked—up drawings and installation diagram•oaf-aii aluMinVi'h slidai>$:. glass door, prepared by Hurricane Engineering & Testints,41e., Test Report Nq..: HETI-02-1718, dated 8/27/02, signed and sealed by Rafael 4!,*"inz—Seda;P.E. • .... •.•. ..... (Submitted under previous NOA No. 02--0501.05) 000*00 S. Test report on: 1) Uniform Static Air Pressure Test,Loading per-PBC,TM-102-94-•••• along with marked—tip drawings and installation diagram:bT:Mi alumirfum sliding. glass door, prepared by Hurricane Engineering & Testing, IOL, T¢t•f;eport :4670; HETI-02-1717, dated 08/27/02, signed and sealed by Rafae'I-k*Aroz—S@da,P. E. r (Submitted undeprevious NOA No. 02-0501.05) •• • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTLNUED) 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. PTL--1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202--94 along with marked—up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90--inch span mullion and a 45:4nch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under previous NDA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted uncle►•previous NOA No. 12-0127.07) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. 0000.. F. STATEMENTS .0. 0 *of*:* 1. Statement letter of conformance to and complying with FBC' isslw4:. by manufacturer, dated 09/02/14, signed and sealed by Thon103rSotos,P.E. :0000: 2. Department of State Certification of LAWSON INDUSTIW50,dNC.Oas tr for ptbht 0 corporation, active and organized under the laws of the;$14t; of llorida, dafeM*• 04/11/14 and filed at the Secretary of State. 000 000000 .0 0 0 0 0 3. Statement letter of conformance to and complying witjr-tP$C-2010,•issued by; manufacturer, dated 01/25/12, signed and sealed by Thomas 1. Sotos,P.M..:0 0 0 :0000: (Submitted under previous NOA No. 12-0127.07) .. 0000 •••••• 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.07) EG Jaime D.Gascon,P. E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted underprevious NDA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-02-1716, HETI-02-1717, HET"2--1718, dated 8/27/02 and HETI-02 T071, dated 09/16/02, all issued by Hurricane Engineering & Testing,Inc., signed and sealed by Rafael E. Droz-Seda, P. E. (Sithmitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted tinder previous NOA No. 02-0501.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -L.M.I.", approved on 03/29/12 and expiring on 05/30/17. 9999.. 9999.. 9999.. 9999.. . 9999.. 966699 9 9999 9999 96666: 9666 9999 9999. 9999.. 90 9 9999. 9999 .. 9 ..6... 9999.. 9999.. 99969. . . 9999.. 96 . 9999 9 00 Jaime D.Gascon,P. P. Product Control Section Supervisor. NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT to P' AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE a ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS. p GLAZING HORIZONTAL MULLION e I a PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS .o m USING MULLION PROPERTIES ONLY eMl I cn o cn ANCHOR/CLIP HORIZONTAL MULLION GLAZING =a04 v w PRODUCT 3 GENERAL NOTES: C z c" 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING Z R HIGH VELOCITY HURRICANE ZONE (HVHZ). Z z VERTICAL VERTICAL II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE w is w o MULLIONMULLION 3 APPLICABLE FLORIDA SLOG. CODE REQUIREMENTS I.E: WIND LOAD, WATER ooc7 y INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS, L)Z 2 c„ ^ INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. ti W GLAZING GLAZING GLAZING a 1— GLAZING 3 a 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER pq PRODUCT PRODUCT PRODUCT Dv) PRODUCT LOADS TO THE STRUCTURE. F- 5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS U �' _ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. y ## ANCHOR/CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS H a / ARE NOT PART OF THIS APPROVAL. a 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF (n p - WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, nmN W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET µj THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE — SECTION 2003.8.4. (I U MULLION SPAN MULLION SPAN a MULLION & CLIP NOTES: CLIP NOTES: A WIDTH (W) _ w1 + w2 + W3 , 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP AGILAZING CRCLIP * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o a p _,( HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL_ REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. AZING3. FOR CLIP TYPESAND ANCHOR CONDITIONS REFER TO SHEETS ILVERTICALODUCT �. 3 a oMULLION 3 6 7 8 & 9 OF 10 FOR DETAILS AND NOTES. + * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTSGLAZING GLAZING SPRODUCT PRODUCT �n GLAZING II o PRODUCT PRODUCT VERTICAL D- 3 a ANCHOR/CLI .ly jlOpl•: •AryF�iOR ZCISP •• F 3. Wl as V2 Wl W2 W MULLION SPAN • ••• • • PRODUCT RBY{SBD z • • • ;Is complying adlhthe l9od0• �'C Wl t VA W2 • • • ?uitdinLtCnde WIDTH (W) = ZJIDI (W) �•—+ W f►—� • • toncuno� 3?� 9�8.00J Accep 2 • • •• • • • :• �• jn" n� Zoe w rI TYPICAL MULLION ARRANGEMENTS couiiol A ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.690 L .I25 h � .062� 1.500 O .156 TYP. •125 q o h 3.000 1.500 1.405 1.732 .� .125 N c 4.000 4.1100 ,115 I {- o „` z N 3.000 13.062 3.000 .I35 3 M h -1. 2.000 1.732 2.062 2 X 4 TYPICAL z.000 Z R h 4.500 -�I STD. TUBE WO'100W FRAME Z° q z � MULLION J(2X MULLION CLIP I I T a0 a L^ 6Q63-T6�fi •188r F1.000-i .156 102 1+-L60Gd .156r�:078 ID2 I 6.000 1-L062 1,188 11.062 1,188 1.062�i NOTCH 'L' 2 X 6 O OPTIONAL 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION y� � P4 MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 < E Ixx: 2.070 in Ixx: 1.000 in4 Ixx: 0.950 in4 Ixx: 0.370 in4 Ixx: 0.330 in4 U U o I Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 in Sxx: 0.330 ink ®z z U o III------2.000--] H b (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FRAME) , NGE FRAME) Q, Tpn., j STANDARD TUBULAR SHAPES 2.000 Bu AILn6Ca erith tha Irkm6 .I TYP.WALL= 1LAR ALL /� O eij 1.000 AccgAmce 110 +�O�9�(,.! I ALLOY= 6063-T6 •125 '^J•'"c.t� W .750 I TYPICAL l �' LouI� I.ty� GLAZING PRODUCT I I 4i0[�i D2di roo0c1 U ,f24 l2 .125 2.250 ''0,00 �2.000� 1.000- F 000 .125 A 2.600 [I-n:-I:: _�. r yH g 4,666 H Tn.] 6.000 3.000 .125 4.500 4.0001X MULLION CLIP 3.oao-. a.oaDL u LU 6063-T6 • 1 X 4 1 X 3 1 X 2 d o MULLIONS CONTAINING STD. TUBE MULLION STD, TUBE MULLION STD. TUBE MULLION ,/ NOTCH L TYPICAL GLAZING PRODUCTS 2 X 66063-TB a 6083-T6 4 6083-TB \ OP°Q HORI70NTAL OR VERTICAL [L2 4 Ixx: 2.070 in3 Ixx: 0.950 in3 Ixx: 0.330 in3 r Sxx: 1.035 in. Sxx: 0.633 in. Sxx: 0.330 in. + _STD. TUBE MULLION STD. TUBE MULLION o- o SEE WINDOW OR DOOR APPROVAL FOR - - ------ c a FASTENERS SIZES AND SPACING 6063-TB 6063-TB s „ a e Ixx: 8.280 in4 Ixx: 2.980 in ua b z z Sxx: 2.760 in3 Sxx: 1.490 ir� z CLIP LENGTH • • • • • •• RECTANGULAR ALUMINUM TUBE MULLIONS • • • • QN91fRt9CTfONS: USING MULLION PROPERTIES ONLY \ MULL • "L" • •• ' s-•-•-� 1 X 2 •1 88'•• • • • • •V6;CH;RW AND GRAPHS AS FOLLOWS. rTHESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT • • • • • AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE •• j• •• SPEP 1•DEURMO(P DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. 'w I X 3 2.68 UNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. m STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD Oz J` NOTCH 1 X 4 3.688' REQUIREMENTS. InW OPTIONAL 2 X 4 C,qpSTEP 3 USE CONNE TON To MULLION AS PER PRODUCT NOTES: .125 MIN. 2 X 6 • • S.I�B' :J 4 SPECI:Y MAxIM:M SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 0 2.000 0 i 5•USINODCHARTSON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o v t 1. ALL CLIPS AN GL R T I T WITH asarm RATOW MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBS 11 ILIO S. • • IN STW 1 ABWE. HORIZONTALLY. LANGLE CLIP 2• WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET ,THE N ANCHOR SPECIFIEDWITH DESIIG EP TING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION �-2.000-a ANCHOR DETAIL AT SHEET 9 OF 10. ARRANGEMENTS OR STACK CONFIGURATIONS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W N OI O A N OWI O A W VW N N O A W N OWI O A W W N OWI O A W N OWI O A W OVD N OWI O W N T O A W f t,y N mm �N • OC��•Onsz C�p2 ��\�\\\\\� OVWWWW WNWCOp WOO°WC�WpO0I$CJ+OW1i N.AppWAONPpp VdOWWpl CWVT0O WtON(T0JT/VWO0(0TTWQ((0T0�T W�0(0Tr TOT_+O+WNOp•-4WNP A V?NO NO OOTO OT(OTO�WTTO tOTOT AoNW fWC0 CO(0Tn TT0 (VN�CT0OO0(,(T0ppDT�0T0T+((0T0�T W�0T0T TO DWCnTO W�0T0T WOU�C00TT W+(0T0T NWNWU(OUOT pWJW�(OTOJTn� tJWON(OTOO Wm WVW J V OJOTO O00 O WN -4 + W00WN W W XXANX CMULLION SPAN JVOOW C O O O OCCO<j N 6 0 C O Z + N+ C 0 0 0 0 T0000 mOO O O O O O C O O G 0 0 0 0 0 C 0 0 0XmC0N A • • r b • O •� 0000•• Z N • • • T T CT CTT T T T T T T U T(T T T T T T T T O T T(T T CT T T N T T N T T T T CJI T CT T CT T T fn ••� •• 0 0 0 0 0 0 0 0 0 0 0 op 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X •••••• y •o • G O0000000 0 0 0 0 0 0 C O 0 0 0 0 C O O O G O O o O G O O 0 0 0 O O C 0 0 0 0 0 W •• Z 9n i• •� p� y �I�I OO�I}}�� NI�0 OOII pp (O�I pp � 0.0699 • ' • �NOWiOA ODN W OA OD OJON OWIO A W NOWT W OA W N OWiOA W mNOWiOA ODN�OA W 7 0000• • •• ••• ` f • • C 0000• •• ••• g 0 • • •••• •••=i W r :0000 ^ zTp••••• w p ch c� <�Z 0� 0000•• Z ' z -- •• •I�•Ib l•f�Tl zl^ • = O D Z pzm• X 0000• � •�� ' T O N W N II •z;- 7po 0 W NN A NN W mp rn Z c+Tiold3 rnaof:3�' � <nrnm+a �iN�' ooa'IJ' .aJfS'k' $$ x Z DW W6 N W W W V W CO W+ +W "o W.A." C co N t m O= m Z Z rrl Z 3 O WNyyAa W Wig O T W O m m Q J W N W'teW W W J OT ppN n H0�8 WWa X Z 2 ';o'{ N N NNNN W A T Nf�W W,p (T(T V W a (T �T Jpp O W CT V�p W O NNCTT N co D N W O N A V+lT -+CO N W VCO N(T W A O CO-+00 A W 00 T 00 T N O CD W CO T CT CT CD V O O O X v G v i T CT W W p 00 V V N W[T W O O D A � D ' m wm W N+N T O O + 0T 0TO0 T OfT CT N O X W IV W C C O J W A V N W 0 0 0 0 0 m IV fJ 0 0 0 GOO G T Zl m - `L Z T �NWA mO A W N WI O NA NWOO�,,pp N TO A W WNTOqA Opp N�O A OW NONa C�C r - N O Q) az If L: N viI2c-n c I. tv m W G J W W O O IJ Ut+ p 0 • 7SOTOS Cp NNW W W WA, N W W (T J? VNW AW NW °WD TN-'8Comil NOCT NW+N NN+ OA+W Kim W O o +Vy J T N Vd1 C.wA,CAT+1 iTX ROFESSONAL ENGnum W W CAW W T Tvm N ONNG VJN A ioWk A N OI FC.LIC../ 53225 AwMn,Mots. 1, - 'A'-No Ch-e this sheet 8501 N.W. 90 ST. LA WS ®1 V MEDLEY, FLORIDA 33166 Revised dote for the fBC-2014 �, IND ES. INC. pH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS - r ALUMINUM TUBE MULLIONS N.ERkM 04/27/10 M.�we orx.BRAzo n.�. la UN REINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES ,,'ib l° Ot 4 p-e xy...,w x..,,e- �'",.t"°'v'"^""r LAMP-ML-1001 °'W" 3 OF 10 DATE 1.690 L .125 I.000 .062J .688 312 U.688 1.500 y .. .125 .06 r O 0 .156 7YP. -- T_ .I25 .125 �p b q z b b 3.000 1732 n ro 1 °, 1.a05 4.000 3.000 .115 4.000 3.000 2.688 3.000 3.062 2 X 4 4,000 3.625 4 M STD, TUBE TYPICAL Z y R Tn p MULLIO WINDOW FRAME Z F�-4.500LL yY T -1.000 m a k o 0 2X MULLION CLIP T 156-7 + 8083yT8 '1� .102 .102 1 X 3 1,188 FY. 1.062 IA62 6.000 STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 t NOTCH 'l' 1 X 4 8063-T6 CUSTOM MULLION �•L' OPTIONAL MULLION STD. TUBE MULLION 1 X 3 CUSTOM MULLION 6083-TB CUSTOM MULLION 8083-76 a a1 y 6063-T8 4 E 4 4 6063-Ts 4 Ixx: 2.168 in Ixx: 2.218 in. ? z lx 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. 3 3 t p 3 3 3 Sxx: 1.445 in. Sxx: 1.479 in. a � � Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. � � U o a 2.000 Qr (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) ®M a STANDARD TUBULAR SHAPES 2000 UI "' O TYP.WALL= .125'ALL f"1 a ALLOY a 6063-T6 �1'StTO .750 TYPICAL GLAZING PRODUCT N U FC4 II^-2.000--�{I 0 I 1.625 2.000 .125 2.250 \A 4.000 zj j ~ �I 6,000 . 444 4A00 .125 a o r 4.500 JX MULLION CLIP 3.600 4.000 3.625 c 6063-T6 ddd MULLIONS CONTAINING s " •L• 'L' .TYPICAL GLAZING PRODUCTS " •a NOTCH o"DNAL HORIZONTAL OR VERTICAL PRODUCI'REVISED d a+camplyiag widi the Florida y a o <4c SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 A,pl m O , Ce _ W,0:44 � c v FASTENERS SIZES AND SPACING AClYillallC4 Na_ u = STD. TUBE MULLION STD. TUBE MULLION Gni n�M ,0 z z o a 6063-T8 6063_76 .y y{i f3 Ixx:19.648 in4 Ixx: 7.649 ink h4ianilnJa1'roductCvntrvl CLIP LENGTH Sxx: 6.549 in'. Sxx: 3.825 in� 4 �,L,� �•L•� RECTANGULAR ALUMINUM TUBE MULLIONS •! ••• • • a!T9U:TIQNS•s USING MULLION PROPERTIES ONLY MULL • L" • • • 2}!!IF{r rr •• • • !SE CHAIRS AND GRAPHS AS FOLLOWS. '�� Ysftc I X 2 6.688'•• • • • • • -- THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1 X 3 •Q.688f•• ••• IN ESIGN LOAD REOUIREO FOR PARTICULAR OPENING. G AND CAN BE USED WITH ALL LAWSON'S MIA MI-DADE STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. °Fad n " NOTCH I X 4 3.688' REQUIREMENTS. OPTIONAL 2 X 4 3.688' STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT NOTES: ., 15 APP .125 MIN. 2 X 6 510 • $1'E•P.4 SPECAWlLU*SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ou 2.000 • • USING CHARTS SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. P61 0 1ALL CLIPS AND• GLE9 ARE•TO RIT 9WEP•5 a.DCS GN RA N(,MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR S.NUG INTO TUBE M19LLIONSO • • r IN STET•*AB • • HORIZONTALLY. a ANGLE CLIP LS 2. WHERE ANGL •ARE NCT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 ANO ANCHOR CHARTS CII INTO TUBE MULLIONS, SEE OPTIONAL STEP fi ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 6063-Ts ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. dW • • • • • • • • • • ••• • • • ••• • • STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS rn � Width w MULL SPAN 1 X3 I 1 X4 2X4 2 X 6 Width w MULL SPAN 1 X3 1 X4 2X4 2X6 Width(w) MULLSPAN 1X3 1 X4 1 2 X 4 2 X 6 y .. 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 o z 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 D o q 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0op tn y 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 M w 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 ao e "S '� o 48 38.3/8" 150.0 150.0 150.0 150.0 48 74.1/4" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 D it j. q n 54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 31.9 51.8 133.1 0190 a 60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 28.7 46.6 119.8 °J 66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 '��+ 0 c z 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.9 99.8 N w= L) .o 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92.1 n k o 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 z 42 150.0 150.0 150.0 160.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 128.5 E- 48 505/8" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 U a 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 64 24.0 38.9 100.0 $ 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.6 35.0 90.0 ®~ o 0 3 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19.6 31.8 81.8 k 72 135.3 150.0 150.0 150.0 72 32.1 J67113.3 150.0 72 18.0 29.2 75.0 r� o 78 124.9 150.0 150.0 150.0 78 29.6 104.6 150.0 78 16.6 26.9 69.2 C118 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 18 25.5 55.4 89.9 150.024 150.0 150.0 150.0 150.0 24 64.5 150.0 150.0 24 19.1 41.5 67.5 150.0 tj30 150.0 150.0 150.0 150.0 30 51.6 150.0 150.0 30 15.3 33.2 54.0 138.6 36 150.0 150.0 150.0 150.0 36 43.0 150.0 150.0 36 - 27.7 45.0 115.542 150.0 150.0 150.0 150.0 42 36.9 130.1 150.0 42 23.7 38.5 99.0 o 48 67" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 64 137.0 150.0 150.0 150.0 64 28.7 62.3 101.2 150.0 54 16.5 30.0 77.0 z t72 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 1 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 " 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - 20.8 53.3 18 22.6 49.0 79.6 150.0 v s X 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 g 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 - 29.4 47.7 122.6 " `o " 4 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.6 102.2 r 42 130.5 150.0 150.0 150.0 442 1 25.9 56.2 x'`91.4 1 150.0 42 21.0 34.1 87.6 Y a a a 48 63" 114.2 150.0 150.0 150.0 48 1108" 22.7 492 --79.9 150.0 48 150" 18.4 29.8 76.6 d Y 54 101.5 150.0 150.0 150.0 54 201 43.7 71.1 150.0 54 16.3 26.5 68.1 " -", z z 60 91.3 150.0 150.0 150.0 60 1 18.1 39.4 64.0 150.0 60 - 23.9 61.3 g z° 66 83.0 150.0 150.0 150.0L�7 16.5 35.8 58.1 147.0 66 21.7 55.7 x ' 72 76.1 142.4 150.0 150.0 15.1 32.8 53.3 134.8 72 19.9 51.1 a 78 70.2 131.4 150.0 150.0 30.3 49.2 1 124.4 78 18.4 1 47.2 • HORItNTAt44tUCg! • • • • .;,tit111Fii7Jt • MILAL 14ILLION ARRANGEMENTS ..........a�'Ja VERTICAL. PROD •• •3 • • • •b n 'a MULLION ARCHES TO BE INSCRIBED NQNc INSIDE RECTANGULAR SHAPE buVy ot. �F NW� Q NOTE: FY GLAZING GLAZING �Q PRODUC7'REVISED ,., 4h PRODUCT PRODUCTZ)(n 41 ••• • • MULN 1S IRM- 1) IN THESE CHARTS MAY BE ORIENTED ww„ytlyinx,hU,the Floridu • • 31. VERTILLY yR HORIZONTALLY. ButldinxCodo Q °M� GLAZwQI c INC • • • /MTERPOLAT�INN BETWEEN WIDTHS ALLOWED) Nn D8.O8 0 PRODUCT PR CT • • • ` •• �• EA rn n aty to A "{ `��. 1201.x- o WIDTH (W) W1 + W2 �Liaml bnk Pmaan cou+rol H W1 W2 IP MULLION SPAN 2 q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16'TAPcorls MIN. EDGE DIST. 1 1/4" MIN. 5/16'TAPCONS 2-3 16" CONCRETE OR / 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION / a 3 EDGE DIST. 2 PER CUP(1 ON EACH WING) 1 PER ANGLE 4" OLLOW BL CK 5/16'TAPCONS 5/16'TAPCONS m 1-3/4'MIN. EMBED INTO MASONRY 1-3/4'LAIN. EMBED INTO MASONRY A 3/4" 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE MIN. I d I I n°j �� z o N 1 'l \Z •I \Z 'I" I M `O N (�11 rn (y I 34v r7 I1 I Ii ii {i iIR 7- w O C4 IL-�i ii ii 2 7/16" Ii iI li �i o W= y O o 2 X 2 X 1/8 --------- I I 1X FLOATING CLIP ,I I I ALUM ANGLE MIN. I I m S a O N 1 I 2 8Y I I U Ll 1 BY IL-" I i i t 2 X 2 X 1/8' R \ I WOOD BUCK i I i , I ------ 1 W000 BUCK 1X FLOATING CLIP U U ALUM ANGLE p Fa I I 1 I I I I N I I 1 I I i ti z �¢¢ � E 3/4" MIN. 5/16'TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) UI�� + EDGE DIST. 1-1/2'MIN.WOOD PENETRATION H "� z 1 PER ANGL ANCHORS TYPE 'G' (INTO CONCRETE) N ALL CLIPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1X BUCK a w INTO TUBE MULLIONS. INTO CONCRETE OR BLOCK (/) o iv 1'•x4" & 2"x4" MULL \z I I TAPCONS MAY BE HEX OR FLAT HEAD. a Er \ MN. EDGE DIST. ffILII.NAIE 2-3 16" CONCRETE OR4HOLLOW BLO K 5/16'7APcaNs 5/16'TAPCONSII II 1-3/4'MIN. EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY 2 BY 1�11112 X 2 X 1/8' 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE WOOD BUCK 1I ALUM ANGLEALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ANCHOR LOCATION N ~ TAPCONS MAY BE HEX OR FLAT HEAD. 1 1 I u �g w ANCHORS TYPE 'A' d 2 ANCHORS INTO WOOD ii i Ii IN w iBY �:_ 11 1117 /9" v m . -------- WOOD BUCK , I IX FLOATING CLIP II I I ALUM ANGLE y o q gg 5/16'TAPCONS 5/16'TAPCONS N I U e 1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2'AIIN.W000 PENETRATION I I I I I I s H fat 6a1 E GE DI T. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE I 1 I I I u - I ANCHORS TYPE 'C' (INTO BLOC • • ' .! �z N HORS TYPE 'F' (INTO CONCRETES a • - • M �— 2 ANCHORS`THRU^1X BUCK • • 5 • • • • • • • INTO CONCRETE OR BLOCK {?_ 1 x 1 1/4" MI ji ii ii ii o��r � ::at Q ii m LL-al 11 II 1 1 f -?I II 11 zxzx 1/8- , /8' ------------- IBUCK I 'I FLOG CUP 11 11 ALUM ANGLE 1 1 '1y I I I • • • • U U ••• ••• 1 1 PRODUCTREVISED • • • • • • I • • I 1 \ I 1 1 W.complying Wilhtlre Florida op8' I •• • • • • •I • • 1 --- I ACCs l lm ce NO • •• • • • •• •• 1 1 rv�nrona l $f1�2p� 00 0 ANCHORS TYPE ALTERNATE 4 ANCHORS INTO WOOD ANCHOR LOCATION AijmJUWo Product Conlrol Ga • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • MIN. EDGE DIST. MIN. EDGE DIST. ;s 5/I6'TAPCONS 2-3/16" CONCRETE OR i 2-3/16" CONCRETE OR 1-3/4'MIN. EMBED INTO MASONRY 4' OLLOW BL CK 5/16'TAPCONS 5/16 TAPCONS HOLLOW BLO K 2 PER CUP( O W 3 1/4• 1-3/4'MIN.EMBED1 ON EACH WING) 5/16"TAPCONS BEO INTO MASONRY 1-3/4'MIN. EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY p 4 F MIN I PER ANGLE 3/4" 4 PER CUP (2 ON EACH WING) 2 PER ANGLE fp y n I ' MIN. .:.• M oo y ti to \Z I•� Q • O 1_. M T M •I I N •I �-1 T O •. ` .a W t • C7 s �. •s Z J Z � z II 111 II 11 j1 II 11 11 nw x I I I I CONCRETE OR I I 1 �xC II I CONCRETE OR I I I aD a CONCRETE OR it CEMENT BLOCK II I I ¢ IL-�I CEIAEM OLOCK 11 II 2 x 2 x I/6' J 1 11 2 X 2 X 1/a' __ __ _ -iJ I II ALUM ANGLE a --------- CEMENT BLOCK I I I I 11 ALUM ANGLE c I 1 1 UT, •� Q I -iV CUP V LII N 2 7/16 I FLOATING CLIP j j I I "� W z O I I I 1 I Q• I I 1 R F MIN. E i .I '• \-FLQkT]NG . MULL \Z V N ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO BLOCK) �W w Ha I 1 ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) a 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK [� \ 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK a • 1"x4" & 2"x4" MULL �!U�J1 � � _ F----------1 MULL r I ALTERNATE 1 I ANCHOR LOCATION MULL 1 1 1 I 1 1 FLOATING CUP 444 1 ________ 1 I 1 I lr_ , r 1 I I 1 c I' 1 If-7 I 1 I .. N CONCRETE OR r-;1 CEMENT BLOCK �I �I ! Z_ a 5/16tiMIN 'TAPCONS • • I•�• •. .I•- M f r o •.i... o z x 1-3/ MIN.EMBED Z y - INTO MASOCNRY .I , • '� 3S 2 PER UP TAPCONS JI (1 ON EACH WING) 5/16' a y EE +12 SMS 1-3/4'MIN.EMBED INTO MASONRY • IU 4 j m j Till • • 2 fItR ANGLE• • • •• 4 PER CUP(2 ON EACH WINC) a2T 4T2 I a 1 • I • • • ! • • • I r---� r1 • •• d• • • • 1 I 11 11 • • • • • • • \m II n ALL CLIPS AND ANGLES TO FIT SNUG I I I I I n INTO TUBE MULLIONS. •.,,, '\ r JgpJ01r$•t,�pY BE HEX OR ftAT HEAD4. A ' ':I'_ "•,S T I '•' !•.+ '•'. ' T. • • • PRODUCT REVISED 'yr'� � ' lt^ • • • • • as complying with Ilm Florida � � w`' • • • Building Codc /"� cw�''� /�}R � "�. \ z T. I a • •• • • • OLIPS OR/IGLES•GONNECTED DIRECTLY TO MASONRY TO BE PROTECTED I •• • • ITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR _ WATER-WHITE METHACRYLATE LACQUER. 0 5/16'TAPCONS 1-3/4'IMIN.EMBED ylanil30d0 Product Con110 INTO MASONRY- 1 Psee 0 ER La • • • • • • • • • • • •• •• • • • •• •• ••• 0 411 0 000 0 0 MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR y APCONS 4 4" HOLLOW BLO K 3-3/4" 5/16'TAPCONS 4" HOLLOW BLOCK 3-3/4" 1-3/4"MIN. EMBED INTO MASONRY c 1-3/4"MIN. EMBED INTO MASONRY MIN. o . . ' Z 4 PER CU ( ON EACH WING) • > I M Z 4 PER CLI ( ON EACH WING) MIN. q to 0 03 to z y a CLIP LENGTH am o ._. ,........ . . ,. �.:::,'.� .:,. NULL 34v y � 2 X 4 3.688' Z� c o 2 X 6 5.698' c z q zyy UUJJ \ � � 1 BY � + 2X6 MULL 5/16'TAPCONS N WOOD BUCK 2X6 MULL a A ' 1C2� 3/4'MIN. EMBED INTO MASONRY \ ` 5/16'TAPCONS ER CUP(2 ON EACH SUING) 1-3/4'MON.EMBED INTO MASONRY �, z l; -------------------------- 1 3/4" 4 PER CUP(2 ON EACH YANG) a 1 3 4" CQ MIN. r----------------------------- I MIN. I 3/4" x6MULLCLIP LENGTH 2X6 MULL2X6 MULL ____ __ __---------- )!SACCttzi2 X 4 3.688'z2 X 6 5.688'---------- -*. ± `------- — •• M H N ^ MIN. s 11/16" ANCHORS TYPE 'E' (INTO BLOCK) a y ALL CLIPS AND ANGLES TO FR SNUG H +, INTO TUBE MULLIONS. ANCHORS TYPE 'H (INTO CONCRETE) WOOD BUCK " ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. 4 ANCHORS THRU 1X BUCK y o 0 61 INTO CONCRETE OR BLOCK ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2"X6" MULL SHOWN ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS..BITUMINOUS PAINT OR m z z 2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. y o 0 Oyy� vJ•f7. ..P ,�' 14 • ••• • • •••• ••• � V: • • • • • • • • PRODUCP 12GV1SCT) �� `� o ��tte • • • • • • • • • � cnuk ma v11hr V'orito G •• O�•;11ll o�vowi �. i9o3uct convoy d ca • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EDGE DIST. 6/16'TAPCONS !° 2-3/16" CONCRETE OR 1-3/4'MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH vt 4' HOLLOW 8I�K 4 TOTAL(2 ON EACH WING) MIN. F2X z� 1,688'2.688'3.688'3.688'•I' T I i i i i 5.688' 3 b W O O T 2 -7/162z4 ar zz6 Mutl i 1. ALL CLIPS AND ANGLES ARE TO FIT x C4 MIN. z o ' 1 2 X 2 X 1/4' SNUG INTO TUBE MULLIONS. w w x o IL-------------- LU LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG 00 a II 1 1 INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR iDETAIL AT SHEET 9 OF 10. q w z a / 14 S.M.S. 2/CHANNEL [TUBE MULLION CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED F WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR y WATER-WHITE METHACRYLATE LACQUER. U ------- -------- z ] r MIN. EDGE DIST. 2-3/16" CONCRETE OR (n e 4' HOLLOW BLOCK #12 F.H.S.M.S. 2/SIDE I I ~ a 1/8`THICK ALUM CHANNEL U LENGTH TO FIT SNUG INTO MULLION TUBE MULLION EI U pS �Z TUBES MAY BE NOTCHED I N AS SHOWN TO ALLOW INSTALLATION 1 h a - OF CLIP ANGLE A CAULK JOINT AFTER ASSEMBLY LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES N A14 FH SMS ryH 2 PER CLIP �M ARE NOT FIT SNUG INTO TUBE i ACCESS HOLE 1-1/2'O.C. MIN. MULLIONS. 0 0 c + IP 5/8"(2) - --- ------ ----- a E m 3" 5/16'TAPCONS /14 SLIS t _____ ______ 1-3/4"MIN. EMBED INTO MASONRY 4 PER ANGLE I I N i y 2 PER ANGLE i � --'__- —1 _ i �. qN 2%2 X 1/8- THIS SCREW CAN BE 1 1 I I u a ALUM ANGLE INSTALLED IN EITHER I I 21 PER CUPS 1 d KKK111 DIRECTION qjp f1 I I u Ju 1'O.C.IAIN. 1 1 > x Z 1-3/4"X 2"X I/8"(FOR 2BY TUBE) •• • • • • • • 3/4`X 2'% 1/8"FOR(16Y LUBE) • • • • • • M— ALUM ANGLE • •• • • • r► CUT TO FR SNUG INSIDE TUBE ` v • •• . ' •Is ANCHORS TYPE y METAL TO METAL CONNECTION go s. USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION ••• •.• ••• •• • • • • ;IRODUCT REVISFA o U • • • • srvvr.AymPv.ilh Ibe Florida •• • • • • • Rl Idiun Cn 1 - • •• 3.1/.4-"• • •• f ALL CUPS AND AN, TO FIT SNUGP.•• • • • • INTO TUBE MULLIONS. fxn-I�nJ TAPCONS MAY BE HEX OR FLAT HEAD. Z�Z ° 1 3/4" OPTIONAL ANCHOR DETAIL }}� MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK uli Llm'.c IYoJuci Control A • • • • • • • • • •• •• • • • •• •• 000 0 • • ••• • • ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE ANCHOR TYPES and SUBSTRATE Width Million A B C D E F G H I Wdth MJIion A B C D E F G H I Width NL1�bn A B C D E F G H I (w) Span Wi. Wi. Elk Elk Bk. Ccnc Cat- Cori. Ml. (w) Span V1N. \M. Elk Blk Bk Cmc Cmc. COnc. W. 60 Nd. VW. BIR UK Bk Cmc Cont. COnC. MI. o 18 150 180 150 150 150 150 150 150 150 18 91 150 150 150 150 150 150 150 150 18 56 112 129 150 150 144 150 150 150 0 94 C 24 132 150 150 150 150 150 150 150 150 24 88 133 150 150 150 ISO 150 150 150 2A 42 94 97 148 150 1D8 150 150 116 30 105 150 150 150 15C 150 150 150 150 30 54 109 125 150 150 140 150 150 150 30 34 67 77 116 150 87 130 150 93 in ro cn o 38 86 150 150 150 150 150 150 150 150 36 45 91 104 150 150 117 150 150 125 36 28 56 65 97 129 72 109 144 77 F M'o z w 42 75 150 150 150 150 150 150 150 150 42 39 78 89 134 150 100 150 150 107 42 24 48 55 83 111 62 93 124 66 V ° 48 38 318 68 132 150 150 150 150 150 150 150 48 74 1/4 34 68 78 118 150 87 132 150 93 48 120 21 42 48 73 97 54 81 108 58 � 64 59 117 135 150 150 150 150 150 150 64 30 60 70 105 139 78 117 150 83 64 18 37 43 65 86 48 72 96 51 3 w M y 60 53 1W 121 150 150 135 150 150 145 60 27 54 63 94 125 70 105 140 75 60 17 34 39 58 77 43 65 87 46 68 48 96 110 -i-50--F-1-5-0-Tim 150 150 132 66 25 49 57 86 114 64 98 127 68 68 15 31 35 53 70 39 59 79 42 Z z 94 94 Z U 72 44 88 101 150 150 113 150 150 121 72 23 45 52 78 104 58 88 117 62 72 14 28 32 49 65 36 54 72 39 W= o 78 41 81 93 140 150 104 150 150 111 76 21 42 48 72 96 54 81 108 58 78 13 26 30 45 60 33 50 67 36 eo m 0- ! o 18 133 150 150 150 150 150 150 150 150 18 60 150 150 150 150 150 150 150 150 18 51 1� 117 150 150 131 150 150 140 24 100 150 150 150 150 150 150 150 150 24 60 12D 138 150 150 150 150 150 150 24 38 T7 Be 132 150 48 148 150 105 A 30 80 150 150 150 150 150 150 150 150 30 48 98 111 150 150 124 150 150 132 30 31 61 70 106 141 79 118 150 84 36 67 133 150 150 150 150 150 150 150 36 40 80 92 139 150 103 150 150 110 36 26 51 59 88 117 63 99 131 70 b W 42 57 114 131 150 150 147 150 150 150 42 34 69 79 119 150 88 133 150 94 42 22 44 50 76 101 56 85 112 60 48 50 5(8 50 10D 115 150 150 128 150 150 137 48 84 30 60 69 104 138 T7 116 150 83 48 132 19 38 44 66 68 49 74 98 53 U W 64 44 89 102 150 150 114 150 150 122 64 27 53 61 92 123 69 103 137 73 64 17 34 39 69 78 44 66 87 47 (� 60 40 80 92 138 160 103 150 150 110 80 24 48 65 83 111 62 93 124 66 60 15 31 35 53 70 39 59 79 42 z P. 66 36 73 83 126 150 93 140 150 100 88 22 44 50 76 101 93 85 112 60 68 14 28 32 48 64 38 M 72 311 72 33 87 76 115 150 85 129 150 91 72 ZO 40 46 92 52 78 103 55 72 13 26 29 44 59 33 49 68 35 666 TB 31 61 71 106 141 79 119 150 84 78 19 37 43 64 85 48 72 85 51 78 12 24 27 41 54 3D 48 15 32 f�J11 0 Q 18 118 150 150 150 150 150 150 150 150 18 70 140 150 150 150 150 150 150 150 18 47 94 108 160 150 120 150 150 129 W ; 24 89 150 150 150 150 150 150 '150 150 24 53 106 121 150 150 135 150 150 145 24 35 70 81 121 150 8u 136 150 30 71 142 150 150 150 150 150 150 150 30 42 84 97 146 150 108 150 150 116 30 28 56 65 97 129 72 109 144 77 V U 36 59 118 136 150 150 150 150 150 150 36 35 70 81 121 150 90 136 150 96 36 23 47 54 81 108 50 90 120 64 42 51 101 118 150 150 130 150 160 139 42 30 60 89 104 138 77 116 150 83 42 20 40 46 69 92 52 78 103 55 a \ x 48 57 44 89 102 150 150 114 150 150 122 48 96 26 53 61 91 121 63 102 135 72 48 144 18 35 40 61 81 45 68 90 48 64 39 79 91 138 150 101 150 150 108 64 23 47 54 81 108 63 90 120 64 64 16 31 36 54 72 40 60 80 43 Ar� 60 P35 71 82 173 150 91 137 150 97 60 21 42 48 73 97 54 81 108 58 60 14 28 32 49 65 36 54 72 39 64 74 111 148 83 125 150 89 88 19 38 44 66 88 49 74 98 53 66 13 26 29 44 59 33 49 66 35 72 59 68 102 136 76 114 150 81 72 18 35 40 61 81 45 68 90 48 72 12 23 27 40 54 30 45 60 32 78 55 63 94 125 70 105 140 75 78 16 32 37 56 74 42 63 83 45 76 11 22 25 37 50 28 42 553018 150 150 150 150 150 150 150 150 16 82 125 143 150 .150 150 150 150 150 18 45 90 103 150 150 115 150 150 1237A 1� 150150 150 150 150 150 150 24 47 94 108 150 150 120 150 150 129 24 34 67 77 116 150 87 130 150 93 30 128 148 150 150 150 150 150 150 30 37 75 86 129 150 93 145 160 103 30 27 54 62 93 124 69 104 138 74 36 53 107 123 150 150 137 150 150 147 36 31 62 72 108 143 80 121 150 86 36 22 45 52 78 103 58 87 115 62 42 46 92 105 150 150 118 150 150 126 42 27 53 61 92 123 69 103 137 73 42 19 38 44 67 86 49 74 99 53 a 48 '63 40 80 82 139 150 103 150 150 110 48 108 23 '47 54 81 108 8) 80 120 64 48 150 17 34 39 58 77 43 65 87 46 '^ o S 64 36 71 82 123 150 92 138 150 98 64 21 42 48 72 98 53 80 107 57 64 15 30 34 52 69 38 58 77 41 �' a 80 32 64 74 111 147 82 124 150 88 60 19 37 43 65 86 W37 . 51 60 13 27 31 47 62 35 52 69 37 .66 29 58 67 101 134 75 113 150 80 68 17 34 39 59 76 47 68 12 24 28 42 58 31 47 63 34 i y 72 27 53 81 92 123 83 103 137 73 72 18 31 36 54 72 43 72 it 22 28 39 52 29 43 58 31 > x y 78 25 49 57 85 113 63 85 127 69 78 74 29 33 50 68 40 78 10 21 24 36 48 27 40 53 28 y g ANCHOR/CUP ANCHOR/CUP ANCHOR CLIP NOTES: s + E \ HORIZONTAL IAULUON a i l cL lrlc • • • • L• FVR•CLTP TYPES AND ANCHOR CONDITIONS REFER d vT z P uCT yl •• •3 • TO SHEETS 6, 7, 8, & 9.FOR DETAILS AND NOTES. VERTICAL 0 /' -- • • • • -,.,.¢ �y ��,r= MMULLION :3 •FIFER JO CHARTS ABOVE;FOR MAX. DESIGN PRESSURE - • •• • J. SEL" ANCHOR TYPE WITH DESIGN RATING MORE THAN GLAZING GLAZING a THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. PRODUCT PRODUCT 6 EL U) GLAZING GRADING _^ PRooucr PRooucr 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER P: ••• •�o_ i (L 4TI(N6*AT HEAD, SILL OR JAMB ENDS. + c1oR/cu ANCw3R/CUP • �N• 5. IN:ERPOCAT10N BETWEEN WIDTHS OR SPANS ALLOWED. pteonucraEvlsu� y • a • __Iyin;wiO,the Florida ° • • • • • • P.11 ;Cok .. .. e , 1,n�4- q08-0E3 � HORIZONTAL MULLION w Wt W2 SPAN Br..— ;.Miami l7tdc Product Control``ti C TYPICALIPA RANGE" NT ca • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •