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HomeMy WebLinkAboutProduct Approval 4 MM® MIAMI—DADE COUNTY RIM 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.niiamidade.eov/economy ES Windows LLC 3550 NW 4011 Street Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulation4,.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 tPe i h Veloci HurricaneZoneCTI N: Series"7000"AluminumWindowWaystemL .I.AL DOCUMENT: Drawing No. W08-34, titled "Series 7000 Alum. Window Wall System (L.M.I.)", sheets 1, 2, 3, 3.1, 4, 4.1, 5, 6 through 13 and 13.1 of 13, dated 04/24/13, with revision C dated 07/29/15,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 e iami-D o h�1,Seption. IMPAC G. Lar 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 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 No.13-0115.04 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.15.0430.05 MiaNu•DADE COUNTY Expiration Date: July 25,2018 1 Approval Date: August 20,2015 � '���5 Pagel ES Windows LLC 1�1,` iTIC'E OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. l,SFaabmitted under previous NOA No. 13.0115.04) 2. Drawing No. W08-34,titled"Series 7000 Alum. Window Wall System(L.M.I.)", sheets 1, 2, 3, 3.1,4,4.1, 5, 6 through 13 and 13.1 of 13, dated 04/24/13,with revision C dated 07/29/15,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 along with marked-up drawings and installation diagram of a series ES-7000 aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8100, dated 12/04/14,-signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Safety Performance Test,(Drop Test)per ANSI Z97.1-2009 along with marked-up drawings and installation diagram of a series ES-7000 aluminum window wall system and a series ES-71 00 aluminum window wall system, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7862, dated 07/25/14 and revised on 07/13/15, signed and sealed by Idalmis Ortega,P.E. 3. 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 along with marked-up drawings and installation diagram of a series ES-7000 aluminum window wall system,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6922, dated 01/03/13,signed and sealed by Marlin D.Brinson, P.E. (Submitted under previous NOA No. 13.0115.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014),dated 06/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 Manuel P ,P.E. Product Contro r miner NOA No.15-0430.05 Expiration Date: July 25,2018 Approval Date; August 20,2015 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SRUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. 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 and of no 1. Statement letter of conformance, complying with FBC 51h Edition (2014) financial interest, dated June 16, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 13-0115.04, issued to ES Windows, LLC for their Series "7000"Aluminum Window Wall System-L.M.I.,approved on 07/25/13 and expiring on-07/25/18. Manuel trez, anu rol EX8 r Product Control Exa r NOA No.15-0430.05 kxpitation Date: July 25,-2018 Approval Date: August 2O,2015 E-2 D.L.OPG. D.L.OPG. _ D.L.OPG_ D.L. OPG. 4LA 4 SEE SHEEP 2 SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 ¢ A 3 3/4.O.C. A - - -- --- 7_ nP.—__--__t _ -�_ = _-�--- - -- =----7--= F L g e- 9- O Q 8- E Ej• I I =--•-- a Q�j a W p �e `Vq�i+3 pM g �/ 10 11� / ZI; z "1 OS N 3=yri1 OF o N _JIII N GO 11 It SEE'S.\WINDOWS�t4 W 1 L.M.I. DOOR0A z FOR DOOR RA�NG _ J 7 to C 11&DETAILS. \ G o ,Ld IL ________—_ Z N 7 a �;I- m Qat 5'MAX. rq-. MAX. MULLION SPACING`�_`__LHEAD SILL �oSEE SHEETS 3& 4 1 ANCHORS TPE A,B OA C OCORNERS \ SEE SHEET 5 1` 1-3NOR 4 AT JAMS C W N Q d 1 ANCHORS TYPE A, 8 OR C 3 OR 4 AT EACH SIDE OF MULL c) `3 OR 4 AT EACH JAMB SEE SHEET 5 ._DOOR MULLION ANCHORS SEE SHEET 5 N M g r ANCHORS TYPE B 'LYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. 'gg THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. a .C SHUTTERS ARE NOT REQUIRED. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE USING c APPLICABLE ASCE 7 STANDARD. SERIES 7000 ALUMINUM WINDOW IYALL SYSTEM STEP 2 SEE CHARTS ON SHEET 2 FOR GLASS DESIGN LOAD THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE CAPACITY. COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. STEP 3 CHECK MULUON DESIGN LOAD CAPACITY FOR A.GIVEN PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. SPACING AND HEIGHT USING CHARTS ON SHEETS 3, 4&6 __ _____ c o a B LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL o WILL APPLY TO ENTIRE SYSTEM. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. o B f LAMINATED GLASS CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. STEP 4 USING CHARTS ON SHEET 5 SELECT ANCHOR OPTION I INSUL. LAM. GLASS WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY STEP 5 FOR SECURED JAMB OPTION CHECK JAMB ANCHOR Engn dgvAD AHMAO a o_ HURRICANE 20NE (HVHZ). CAPACITY USING CHART ON SHEET B. CML PRODUC.'1'RBVISLD SPECIFIED IN STEP I ABOVE. LARGE MISSILE IMPACT STEP THE LOWEST VALUE RESULTING FROM STEPS 2, 3,4 AND 5 FLA.PE y 70584 acoonydYnBwllhlhc FIuft ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS + � C.A.t J53B BuddiW Code n� THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED 8 ♦1S"OQ'.�Q•% 8 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Aoapionce NO �!8 '• THRU STEP 1 SHALL APPLY TO ENTIRE-SYSTEM. Rx'mlion Dalc $ s ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 7 FOR SYSTEMS WITH UNANCHORED JAMBS,USING SHEET 11, O NOT PART OF THIS APPROVAL. f�1 i DETERMINE THE MIN.&MAX.GAP DIMENSIONS. 1. �Qt.1 BY- drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT Milani ndoP'.d 1 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 8 WHEN USING THIS SYSTEM PATH DOORS,THE LOWER WOB-34 EQUIREMENTS OF THE FLORIDA BLDG. CODE. _ VALUE OF THE DESIGN PRESSURE RATING FOR THE Sheet of 13 SYSTEM AND THE DOOR SHALL APPLY. CLASS DESIGN LOAD CAPACITY-_ SF GLASS DESIGN LOAD CAPACITY- PSF I (CLASS GLASS GLASS GLASS D.L.O.WIDTH D.L.O.,V/ID_TH_,__ NOMINAL DIMS. TYPE_'A' TYPE'D' NOMINAL DIMS. TYPE'A' TYPE'B' ----- ---- -._..EKf.(+) EM.(+) EXT.(+) EM.(+) 3 D.L.O.WIDTH D.L.O.HCCHf WT.(-) T D.L.O.WIDTH D.L.O.HEIGHT INT.(-) INT. 36 150.0 150.0 36 150.0 150.0 39 150.0 150.0 39 150.0 _ 150.0_ p, 42 150.0 150 _ 124•.0 42 140.0 __740.0 ,3/' a 45 1/2 96" 150.0 150.0 45 1/2 140.0 140,0 12 46 150.0 150,0 48' 140.0 140.0 = '% O Qa 51 150.0 150.0 51 1 140.0 110.0 J 0 54 140.0 140.0 36 150.0 150.0 6 0 0,p 57 140.0 140.0 39 15D.0 150.0 ='% 0&Q Q 36' 150.0 150.0 42 128' 140.0 140.0 Ci/� 0a Qnfi63 150.0 150.0 45 1/2 140.0 133.4 0 42 150.0 150.0 48' 140.0 110.0 45 1/2100' Q Uzi 150.0 S0. 36 150.0 150,0 g T: 48' 150.0 150.0 39 140.0 140.0L 51 140.0 140.0 42 132' 140.0 t40.O O 54 140.0 140.0 45 1/2 140.0 140.0 n 57 140.0 140.0 46' 140.0 110.0 ,3 35". 150.0 150.0 36 150.0 150.0 S m 39 150.0 150,0 39 140.0 140.0 SILICONE �Tn+ 42 150.0 15010 42 136' 140.0 140.0 -.DOW CORNING 983 45 1/2 104" 150.0 150.0 45 1/2 140.0 510.0 DOW CORNING 795 a 48' 150.0 150.0 36 150.0 150.0 -1/4'TEMP. CLASS U SILICONE 51 _ 140.0 14D.0 39 140.0 140.0 DOW CORNING 983 1/2'AIR SPACE 54 140.0 140.0 42 139' 140.0 140.0 DO795z N 1/4"HEAT STREN'D GLASS y� N to a.y 57 140.0 140.0 45 1/2 140.0 110.0 1/4°HEAT STREN'D GLASS090°Interlayer O 0 M m 36 550.0 150.0 Kuroray SentryGlos 0 090"interlayer By rora'KuAmerico,Inc. o Z 39 150.0 150.0 Kuroroy SentryGlas y 8 3 Z N 42 150.0 150.0 By'Kuraroy Americo,Inc.' -1/4'HEAT STREN'D CLASS ^ _- 45 1/2 108' 150.0 150.0 'i+2 (/jLn 48' 140.0 140.0 1/4-HEAT STREN'D GLASS SILICONE 4)M COW CORNING 983 51 140.0 140.0 SILICONE DOW CORNING 795 DOW CORNING 983 C_� 54 140.0 140.0 _ DOW CORNING 795 57 135.0 110.0m f! I I ILn 36 150.0 150.0 yyy 3 39 150.0 150.0 n I I� 1j In I I, I 11 11 �� I' I o d s 42 150.0 150.0 i I , i t c 45_7/2 112' 140.0 140.0 48' 140.0 140.0 51 140.0 140.0 12 12 °1 a 54 138.0 140.0 17 17 36 150.0 150.0 014°7HK. c m m 39 150.0 150.0 ALUM SPACER °o 42 116, 150.0 150.0 GLASS TYPE 'A' GLASS TYPE 'B' > 0 8 45 1/2 140.0 140.0 °c m ae° lao.o 140.0 GLAZING OPTIONS -' 51 140.0 140.0 n_ 59 1 136.0 110.0 En9r.JAVAD AHMM CIVIL PRODUCT RLVISED nI I 36 150.0150.0 F PE 70592 as complying with the Florlde o n 39 _150.0 150.0 AN. 353U Building Cade ,G,a No � 0.0� L `S 42 150.0 150.0 Bxc iron..Du t 7 't 120° _ __ �ZOIFJ v v 5 451/2 140.0_ 140.0_ NOTE: Dy drawing no. 48' 140.0 190.0 GLASS CAPACITIES ON THIS SHEET ARE tvllorol ado rroducl 51 140.0 110.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). :3) ?T5 W08-34 (sheet:of 13 MULLION DESIGN LOAD CAPACITY-PSF MULLION DESIGN LOAD CAPACITY-PSF E.S. WINDOWS V CHART FOR LAMINATED GLASS MULLIONS CHART FOR LAMINATED GLASS MULLIONS DOOR �� WITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS SEE SEPARATE NOA re JAMB'J1' JAMB'J2' JAMB'J3' Z NOMINAL DIMS. MULL'Ml' NOMINAL.DIMS. MULL'M2' MULL'M3' _ -"--------- _ -=___ V DBI(W) f'R4NE NDGfG EXI'.(+) W.(-) Vr.DIH(W) FRAME HECMW EXT,(4) IM.(- EXT.(+) INT. {{�� JO° 125.0 125,0 30' 125.0 150.0 125.0 150.0 ; iL �i1 /• 0 i• i• LIE %� Q'e h 36' _125.0 125.0 36' 125.0 150.0 125.0 150.0 U / q / fitA \ d 4z lo8' 125.0 125.0 42 96' 12_5.0_ 15D.0 125.0 15D.0 _ / �l ° ___--- / ii9i \ 49' 125.0 125.0 48' 125.0 150.0 125.0 150.0 �x ------r.2 54• 125.0 125.0 54' 125.0 150.0 125.0 159.080' 125.0 125.0 58' 125.0 150.0 _125.0 150.0 \ l 130' 125.0 125.0 60' 125,0 140,0 125.0 140.0 1036' 125.0 125.0 30' 125.0 150.0 125.0 150.0 -- --- OaQ42• 125,0 125.0 J6• 125.0 150.0 125.0 150.0 W7 114' I lYl W2 W3 ,� __.W1 W2 C'8t•- 18• 125.0 125.0 42' 125.0 150.0 125.0 150.0 �m 54' 125.0 125.0 48' 102' 125,0 150.0 125.0 150.0 �+ Go• 119.0 119.0 54• 125.0 150.0 Izs.o 150.0 WIDTH (W) Wt W1 + W2 W1 W2 f WIDTH (w) v WIDTH (W) _ +W2 30• 125,0 125.0 55' 125.0 150.0 129.0 150.0 AT JAMB 2 2 4 J AT MULLION AT MULLION Q 76• 125.0 125.0 6D• 125.0 140.0 125.0 140.0 W2 + W3 42' 125,0 125.0 30• 125.0 150.0 125.0 150,0 WIDTH (ON 2 . - 120' AT MULLION r � 48' 121.3 121.3 J6' 125.0 150.0 125.0 150.0 = n 59• 109.8 109.9 42' 108, 125.0 150.0 125.0_ 150.0 J y1 60' 100.9 100.9 48' 125,0 150,0 125.0 150.0 30• 125.0 125.0 52' 125.0 150.0 125.0 150,0 10 10 rn 36' 125.0 125.0 54' 125.0 140.0 125.0__140.0 42' 117.4 117.4 60' 125.0 140,0 -125.0 126' 40• 104.2 104,2 30' 125.0 150.0 125.0 160,0 3 J 54• 94.1 94.1 36' 125.0 150.0 125.0 150.0 8 o J W 57' 89.9 89.9 42' 114• 125.0 150.0 125.0 150.0 - ., Z ti N- 3D• 125.0 125.0 48• 125.0 150.0 125.0 150.0 --- to d 38' 117.4 117.4_ 49' 125,0 150.0 125.0 150.0 JAMB'JI'&'J2' JAMB 113' j 0 42' 132' 101.7 101.7 54• 12_5.0__140.0_ 125.0__140.0 a C) M dB' 90.1 90.1 80" 125.0 190.0 125.0 140.0 Ix IN'd 9x IN"3 Ix IN'h,8x IN"3 oa z i-i 1O 14.6111 4.6414 ALUMINUM 14.6111 4.6414 n �+Z LL o 54' 01.3 81.3 30• 125.0 150.0 125.0 150.0 STEEL 3.797 1.887 jr 121.9 121.9 36, 1_25.0__150.0 _ 125.0 150.0 0 M J6• 102.4 102.4 42' _"125.0 150.0 125.0 150,0 Ix�AON i V SR%29 25.622 W Ln Ln 120' 42' 138' 88.7 88.7 47• 125.0 150.0 125.0 150.0 �--1 40' 785_ 78.5 48' 125.0 140.0 125.0 140.0 7 8 7 8 7 B 52• 73.1 73.1 54' 125.0 -138.6 125.0 140.0 1n JD' 107.2 107.2 SY 125.0 132.3 125.0 140.0 q t 9Y J6' 144, P700- . _90.0 30' 125.0 150.0 125.0 150.0 ri.0 J6• 1zs.o tso.o t2s.o Iso.o8.8 68.8 42' 126• 125.0 150.0 125.0 150.0 4 44• 125.0 150.0 125,0 150.0 c♦S q 48• 125.0 136.6 125.0 140.0 6 e 5-0' 124. 124.8 125.0 t40.0 30' 125.0 150.0 125.0 150.0 36• 125.0 150,0 125.0 150.0 MULLION'MI' MULLION'M2' MULLION'M3' ii1 0 42' 125,0 142.2_ 125.0 _150.0_ c v 48' 132' 125.0 125.8 125.0 140.0 Ix IN"4 SX IN'J _ Ix Itr'4_Sx IN'J 7X IN"4 S% IN"J w x!? 15.385 4546 ALUMINUM 15.385 4.546 ALUMINUM 15.385 4S4f .> 52' 117.0 117.0 125.0 140.0 STEEL 3.797 1.6875 STEEL 7.594 .3 c° 1O" JO' 125,0 150.0 125.0 _150.0 TOTAL 26.398 TOTAL 37.407 It. ,Aw _38' 125.0 150.0 125.0 150.0 - - "d0• 138' 125.0 135.9 128.0 150.0 Engr:JAVAO AHMAD42' 125.0 129.8 125.0 140.0 CIVIL PRODUCC REVISEDFLA.PE y 7G592 Ds complying NAM the Fimida40' 111.9 114.6 125.0 140.0 CA.N,35]8HuiL42 110.4 110.4 125.0 140.0Accepl125.0 150,0 _1Z8.0_ 150.0 Dxp 11 125.0 137.7 125.0 150.0144• g125.0 127.8 125.0 150.0 J77!' Mi 1i 1idoPmuC1 lie.9 tfe.9 125.0 140.9 NOTE: WOF3-34 104.e 104.9 125.0 140.0 INTERPOLATION BETWEEN WIDTHS ALLOWED. sheet 33 MULLION DESIGN LOAD CAPACITY-PST MULLION DESIGN LOAD CAPACITY-PSF E.S. WINDOWS V CHART FOR LAMINATED CLASS MULLIONS CHART FOR LAMINATED GLASS MULLIONS DOOR WITH INTERMEDIATE HORIZONTALS WITH INTERMEDIATE HORIZONTALS SEE SEPARATE NOA IAMB'Jl' JAMB'72' JAMB'JB' � _ NOMINAL DIMS._ _HULL_Mii NOMINAL DIMS. MULL 12' _MULL'M0' _ /•• '� YA67H(W) FRN,IE HUCM ENf.(+) IM.(-) WIDTH(W} FRAUE HF1oHf ENI.(+)TWT4 ENI'.(+) INT.(-) - --INTERMEDIATE HORIZONTALS 30' 125.0 125.0 30' 125.0 150.0 125,0 150.0 =----- 36' 125.0 125,0_ 36' 125.0__150.0_ 125.0 150.0 42• 101• 125.0 125,0 42' 66, 125.0 150.0 125.0 150.0 48' 125.0 125.0 48' 125.0 150.0 125.0 150.0 54' 125.0_ 115.0 54' 125.0 150.0 125.0 150.0 60' 125.0 125.0 58' 125.0 150.0 125.0 150.0 30' 125.0 125.0 60' F125.0 140.0 125.0 140.036' 125.0 125,0_ JO' 150.0 125,0 150.0 \ 142' 108• 125.0 125.0 30' 150.0 125.0 150.048' 125.0 125.0 42' 102, 160.0 125.0 150.0 ---- t0OL O54' 125.0 125.0 48' 156.0 125.0 150.0 W1 W2 W3 AY1 W2 a �+LL60' 123.0 123.0 54' 150.0 125.0 160.0u'Z�30• 125.0 125.0 5s• 150.0 125.0 150.0 WIDTH (W) W1WIDTH W1 + W276' 125.0 125.0 BO' 140.0 115.0 140.0 AT JAMB (W) m 42' 114, 125.0 _ 125.0_ JO' 125.0_ 150.0 125.0 160.0 W2 t W3 AT MULLION 2 ae 125.0 125.0 36' 125.0 150.0 1254 15o.0 WIDTH (W) _ ---2 - m 94' 118.2 118.2 41' 108' 125.0 160.0 125.0 150.0 AT MULLION 60' 106.3 108.3 48' _125.0_ 150_.0 -125.0 t50.0 30' 125.0 125.0 52' 125.0 150.0 125.0 150.0 �n 36' 125.0 125.0 54' 125.0 140.0 125.0 140.0 {] c a v 42' 120' 125.0 125.0 60' 125,0 140.0 125.0 140,0 48' 114.0 114.0 30' 125.0 150.0 125.0 150.0 J 54' 101.3 101.3 36' 125.0 150.0 125.0 150,0 J 4 a 57' 96.6 98.0 41' 115, 125.0 150.0 125.0 150.0 z 30' 125.0 125.0 48' 125.0 IWC 125.0 150.0 v1 36' 125.0 125.0 49' _115.0 150.0 125.0 150.0 O M m 42' 112.5 1125 64' 125.0 140.0 125.0 140.0 n 11b' �s{ 48' 98.4 98.4 60' 125.0 129.1 125.0 140.0 n z Z 4 0 54' 87.5 87.5 30' 125.0 150.0 125.0__150.0 30' 125.0 125.0 36' 125.0 150.0 125.0 150.0 (/j t0 Q 35' 114.2 114.2 42' 120• 125.0 150.0 125.0 150.0 12 111 M g . 42' 132' 97.9 97.9 47' 125.0 148.7 125.0 150.0 48' 85.6_ 85.6 48• _125.0 140.0 125.0 140.0 52' 79.0 79.0 54' 125,0 129.5 125.0 140.0 30' -119.9 1195 57• 122.8 122.6 125.0 140.0 I° r 36' 99.9 _99.9 30• IZS.O 156.0 _125,0 150.0 b GI 42' 138' 85.6 85.6 J6' 125.0 150.0 125.0 150,0 S 48' 74.9 74.9 42' 125.D 150.0 125.0 150.0 0 8 0 126' 50• 71.9 71.9 44' 125.0_ 144.1 125.0_ 150,0 30' 105.5 105.5 48' 125.0 132.1 125.0 140,0 S V 36' 1 67.9 8744!* .9 54' 117.4 117.4 125.0 140.0 42' 75.4 75.4 30' 125.0 150.0 125.0 150.0 48' 66.0 66.0 36' 125.0 150,0 125.0_ 150,0 42' 125.0 137.8 125.0 150.0 m 48• 131' 120.4 120.0 125.0 140.0 52' -111.1 111.1 125.0 140.0 O a m u c 3r1' 125.0 150.0 125,0 150.0 O_ 36' 125.0 146.5 125.0 150.0 n _ 40' 138' 125.0 _132.1_ 125.0_ 150.0 4Z' 115.0 125.0 125,0 140.0 Engr.JAVAD LANWID a n o PRODUF."1'RL•VLSEU �y 4B' 110.1 110.1 125.0 14D.0FLA.PE A 70592 at mnlplging wilh the Florida CAN.5578 Buildixg Cuda 50• 105.7 105.7 125.0 140.0 A,1plmxz No j • 0 e 30' 125,0 150,0 125,0 150,0 I tlxNII011 UYIC 18 g Nzy' '2x' 36• 144' 125.0 134.8 125.0 150,0 �-� iTY drawingno. 39' 124.5 124.5 125.0 150.0 Hiatal da Produel 41' 115.6 ns.6 125.o i4o,o NOTE: 4B• 101.1 101.1 125.0 140,0 INTERPOLATION BETWEEN WIDTHS ALLOWED. shee13.1o113 MULLION DESIGN]AAD CAPACITY-PSF MULLION DESIGN LOAD CAPACITY-PSP E.S.WINDOWS �V CHART FOR INSUL LAM.GLASS MULLIONS CHART FOR INSUL IAM.GLASS MULLIONS -- DOOR � n 1FITHOUT INTERMEDIATE HORIZONTALS WITHOUT INTERMEDIATE HORIZONTALS SEE SEPARATE NOA JAMB'Jl' JAMB'J2' JAMB'13' a NOMINAL DIMS. MULL'Mi' NOMINAL DIMS. MULL'92' MULL'M3' - _�---^ ZO o WIDTH(W) FBNIE FACE!f7(E.(+) I,YT.(-) -MOTH{w) FRAME HDGNI f7R.(+) INF.(-) EXT.(+) INE.(-) JO' 92.0 97.0 30' 100.0_ 150.0 100.0 150.0 - pp 36• 92.0 92.0 36' 100.0 150.0 100.0 I50.0 = i' // i % is // \ % N 42' 92.0 820 42• 100.0 0. 150.0 100.0 150.0 _ / 1 / A i 0 \ GI 114' --- Ofi' 40 = % OJ 4B• 92.0 820 40' --100.0 150.0 100.0 150.0 I,� Ir ____ '=- 54' 92A 92.0 54' 100.0 two 100.0 150.0 x I � \ 11, W \ ��� / rg p 4 50' 024 92.0 58' 100.0 150.0 100.0 150.0 W ts,)p �`' wrf L :y, \ 11 \ 1 i Y / i 0 4 30' 92.0 92.0 6D' 100.0 110.0 100.0 140,0 /, \ 1 • / \ 1IY / /, V p IL JB' 97..0 82.0 JO' 100.0 _15_0.0_ 10_0_0_ 150.0 ==ea ____ a O 42' 120, _-920- 9_2.0 38' 100.0 150.0 100.0 1511.0 - - - ---"- -'-- 0 Off,Q Q 48' 92.0 92.0 42' 100.0 150.0 100.0 150.0 W 1 W2 Wl W2 qT n O 54' 92.0 920 48' 10Y 100.0 160.0 tOo.O 150.0 Wl -�-W2 W3 � - -- - � 57' 92.0 920 54' 810.0 150.0 100.0 150.0 ly LL m Jo' 92.0 924 55• 150.0_ 150.0 100.0 159.0 WIDTH (W) - W1 W1 +_W2 W1 W2 , WIDTH (W) _ - WIDTH (W) _ +- J6' 60' 100.0 140.0 100.0 140.0 AT JAB AT MULLION 2 AT MULLION 2 4 a 42' 1281 92.11 92.0 30' 100.0 150.0 100.0 150.0 W2 + W3 45' 92.0 920 35' 100.0 160.0 100.0 150.0 WIDTH (YJ) _ - 2 L- � b4' 88.1 88.1 47' fob• 100.0_ 150,0 100.0 150.0 AT MULLION 30' 92.0 92.0 48' 100.0 150.0 WOO 150.0 � 38' 92.0 920 52' 100.0 150.0 1DO.0 150.0 `�' 11 f e 42' 732. 82.0 B2.0 54' 100.0F150.01=0 100.0 140.0 Lin+ 48' 84.4 84.4 80' 100.0 100.01411.052' 78.7 78.7 JO' 100.0_ 100.0 150.030' 920 92.0 JB' 100.00 100.0 150,036' 92.0 92.0 42' 114' 100.00 100.0 1511.042' 11883.1 83.1 48' 100.00 100.0 150.048' 73.5 73.5 49' 100.00 100.0__1_50.0So' 70.9 70.9 54' 100.00 1009 140.0 _ 330' 92.0 92,9 58' 100.0 100.0 140.0 0JAMB'31'&'J2' JAMB'J3'36' 144, 84.3 84.3 80' 100.00 FOOD 110.042' 720 729 GO 3D' 100.00 1 W.0 150.0 7% IN'4 SX IN^J 1x IN-4 SX IN-3 48' 64.6 545 JB' 100.00 100.0_ 150.0 14.1989 4.5744 ALUMINUM 114.190914.5744 1 � o 42' 120' 100.0 150.0 100.0 15o.0 STEEL 2.197_ 1.172 Ln V; g 17' 100.0 147.9 100.0 ,SOA TOTAL 4 eAu,9+14511x05 20.571_ � W 48' 100.0 140.0 100.0 140.0_ O 54' ,00.0_ IJ0.9 100.0 140.0 �^`66n8���)) 55' 100.0 128.9 100.0 140.0 7A 8A 7A 8A 7A 57' 100.0 110.0 100.0 110.0 tr; 30' 100.0 150.0 100.0 150.0 z 36' 100.0 150.0 100.0 150.0 42' 126' _10_0.0_ 148.0 100.0 150.0 G n€ 44' ,00.0 141.8 100.0 150.0 - � 46' 10D.0 131.0 100.0 140.0 6A 6A 52' 100.0 121.9 100.0 140.0 w?a 1 b4' 100.0 110.0 100.0 110.0 JO' _10_0.0_ 150.0 100.0 150.0 36' 100.0 150.0 100.0 150.0 MULLION'MI' MULLION'M2' MULLION'M3' 42' 100.0 134.4 100.0 150.0 _ m 4B' 132' 100.0 118.0 100.0 14(1.0 lx IN"4 Sx 04^J Ix IN-4 SX M-J _ Ix M^4 Sx IH^3 n 14.41h 4.4(18 ALUMINUM 14.414 4.438 ALUMIE7UU 14.414 4.488 2 so' 109.0 114.5 100.0 14040 STEEL 2.197 1,172_ BTEEL 4.394 2744 a m u 1. 100.0 110.0 100.0 110.0TOTAL 20,786 TOTAL 27.158 1 -----� 30' 100.0 150.0 100.0 150.0 4 AWM+4 SR X 79 11 ALON+d_SR X 7.B n 36' 160.0 138.4 100.0 150.0 40' 138• 100.0 125A 100.0 150.0 EOgn JAVAD AH1AA0 a Y q OPAL PRODUCT'REVISHD 42' 100.0 119.8 100.0 140.0 FLA. E 70592 j n 33 to camplytvtOl the Plvdds $ 18' 100.0 106.0 100.0 178.6 C 536 UuildiaB Codc �• U g 50' 100.0 102.2 -100.0 110.0 Accaplen.HD JS- �•�J1D 3 0 30' 100.0 144.8 100.0 150.0 IIx iinUBq DOIe 36' 144' 100.0 121.5 100.0 150.0 ,11 4 By dfOWIN9 G0. J9' 100.0 112.7 100.0 147.2 ' �,) Mimt ado pf",Ucl 42' _ 100.0 IID.D 100.0 ,fqun NOTE: W08�'34 11 46' 93.0 93.0 100.0 110.0 INTERPOLATION BETWEEN WIDTHS ALLOWED. (sheet 4 of 13 M17WON DESIGN LOAD CAPACITY-PSF MULLION DESIGN LOAD CAPACITY-PSR E.S.WINDOWS �U CHART FOR INSUL,LAM.GLASS MULLIONS CHART'ROH INSUL,LAM.GLASS MULLIONS DOOR DITH INTRRMF,DIATR HORIZONTALS WITH INTERMEDIATE HORI20NTAIS SEE SEPARATE NOA AY JAMB'JI' JAMB 12' 1 JAMB'J3' z _ NOMINA_L DIMS. _MULL'MI'_ NOMINAL DIMS. HULL'M2' MULL'M3' --- -- -- WIDTH(W) FRWE X00111 EM,(+) IM.(-) W7UTH(W) FWXE HOGHT E%L.(+) INT.(-)I EXT.(+)I IM.(-) INTERMEDIATE HORIZONTALS ��" - ¢ JO' 92.0 92.0 30' 100.0 IS0.0 100.0 150.0 =___-. - '„ +. }� 17, 36' 920 92.0 36• 100.0 150.0 100.0 15010IL 42' 114' 92.0 920 42' 96' 100.0 150.0 100.0 150.0 d u//1 d 04 48' 02.0 920 48' _100.01 150.0__100.0__I50_A 54' _8_20__920_ S4' 100.0 150.0 100.0 150.0 � W 80' 92.0 920 58' 100,0 150.0 100.0 150.0 = n JD' 92,0 9Z0 60• 100.0 140.0 100.0 1/OA AAA 38' 92.0 920 30' 100,0 150.0 700.0 150.0 ` +L'P \ ` 0 a Q o 4Z' 720• 92.0 82.0 J8' 100.0 150.0 100,0 150.0 \ N ti Q G 4B 02.0 920 42' 102. _100.0 150.0__100.0 150.0 54' 920 92.0_ 48' 100.0 IS0.0 100.0 150.0 57' 89.9 89.9 54' 700.0 150.0 100.0 150.0 W1 W2 W3 Wt_ _W2 30' 92.0 92.0 55' 100.0 150.0 100.0 150.0 , 36' 92.0 92.0 so' 1 100.0 140.0 100.0 140.0 W WIDTH (W) = W1 Wt + W2 Q 42' 126' 92.0 92.0 !0' 100.0_ 150.0 -100.0 150.0 AT JAMB WIDTH (W) n 2 48' 92.0 92.0_ 3b' 100.0 1500 100.0 15D,0 AT MULLION 54' 62.0 52.0 42' 1w100.0 150,0 160.0 lsoW2 } W .0 WIDTH (W) 3 ^r 30' 92.0 92.0 48' 111010 150.0 100.0 130,0 AT MULLION 2 36' 92.0 92.0 62' 700.0 150.0 100.0 130.0 v j7 m 42' 91.7 91.7 b4' 100,0 540,0 _100.0 140.0 IJ2' 46' 1702 _0_0.2_ 80' 100,0 1358 100.0 140.0 � 52' 74.0 74.0 30' 100.0 150.0 100.0 150.0 !0' 92.0 92,0 16' 100.0 150.0 100.0 1'0.0 36' 92.0 92.0 42' 114' 100.0 130.0 100.0 _150.0 J 42' 138' 80.2_ 80.2 4B' _700.0 _150.0__100.0 15D.0 46' 70.2_ 70,2_ 48' 100.0 149,4 $09.0 150.0 F _ 50' 07.4 97.4 54' 100.0 135.5 IOD.0r 30' 92.0 92.0 SB' 100.0 126.2 1000 m j7 J6' 784' 82,4 82.4 60" 100.0 110.0 700.0Z42' 70.6 70.5 30' 100.0 150.0 100.048' 615 61.8 35' 100.0 1500 100.042' 120, 100.0 159.0 100.0 �47' 100.0 1405 100.0 � W M46' 137.6__100.0 fn 54' 100.0_ 122.3 100.0 140,0 55' 10010 120,1 100.0 140.0 S7' 100.0 110.0 10010 110.0 rr !0' 100.0 150.0 100.0 150.0 �'G 36' 100.0 150.0 100.0 150.0 42• 128' 100.0 1426• 100.0 150.0 0 6$ 41' 100.0 138.2 WOO 150.0 48' 100.0 124.8 100.0 140.0 52' 100.0 115.2 100.0 140.0 d o 54' 100.0 110.0 100.0 110.0 u '� 30' 100.0_ 150.0 100.0 150.0 36• 100.0 150.0_-100.0 Iso.0 42' 100.0 130.0 100.0 150,0 0 0 m r{ 132' 0 4D' 100.0 113.7 100.0 140.0 50' 100.0 109.2 700.0 140.0 m 52' 100.0 105.0 100.0 110.0 JO' _100.0 150.0 100.0 130.0 35' 100.0 135,0 100.0- 150.0 40' IJ8' 100.0 121.5 100.0 150.0 Enyr,JAVAOAIIMAD pHODUCTRHVISRD b 0 0 42' 100.0 115.7 100.0 140.0 FIA PEN 70592 us cm»plying widi the Florida _( 46' 100.0 101.2 100.0 132.3 CA 3B Duildipg Colo rpm O .3- .. Acccptmnec No IJ �� B SO' 87.2 97.2 100.0 110,0 q/ hotlon Dato -4 1 i 2U1'1 0` '4 30' 100.0 _1425 _ 100.0 150.0 �•• - Byo C-- 35' -100.0- 11a.8 100.0 150.0 144' R4tD 'dcpcoducl drawing no. 39' 100.0 109.7 100.0 143.3 NOTE: WOS-34 42• 100.0 101.11 100.0 13.1.0 INTERPOLATION BETWEEN WIDTHS ALLOWED. 48' ae.f 89.1 100.0 110,0 Bhebt a.1 of 13 ANCHOR DESIGN LOAD CAPACITY - PS6' INTERMEDIATE t EMIIATE .(+)4c INT.(- �4. �n HORIZONTAL NOMINAL DIMS. TYPE'A' TYPE 'D' TYPE 'C' WIDTH(W)'jFRQAE HEIGHT A3 A4 B. •1 C3 Ch - pp 3 30' _150.0 _ 150.0 150.0 150.0 150.0 150.0 36" 150.0 150.0 150.0 150.0 150.0 150.0 42' 90, _ 732.6_ 150.0 150.0 150.0 146.3 150.0 a 48' 116.0 _150.0 150.0 150.0 128.0 150.0 54' --103.1_ 137.5 - 149.3 150.0 113.8 150.0 60' 92.8 123.7_ 734.4 150.0 102.4 136.5 Q• 30' 150.0 150.0 150.0 150.0 150.0 150.0 _ Wt WIZ W3 36' 145.0 150.0 150.0 150.0 150.0 _150.0 Q.pK yt 42' 96" 124.3 150.0 150.0 150.0_ 137.1_ 150.0 _ WIDTH W Q IL d 48' 108.8 145.0 150.0 150.0 120.0 150.0 AT FRAME JAMB W1 Dnp C 54' 96.7 128.9__140.0 150.0_ 106.7 142.2 Q 3�F 60' 87.0 116.0 126.0 150.0 96.0 128.0 WIDTH W n WIZ + W3 Z t! 30" 150.0 150.0 150.0 150.0_ 150.0 150.0 _ AT FRAME MULLION 2 36" 136.5 150.0 _ 150.0 1 150.0 _150.0 a W a�" 42" GO 117.0 150.0 150.0_ 150.0 _1_29.1 _ 150.0 -- 48' 102.4 136.5 148.2 __ 112.9 150.0_ 54' 91.0 121.3_ 137.8 150.0_ 100.4 133.9 J 60' 81.9 109.2 118.6 150.0 90.4 120.5 1 30' 150.0 150.0 150.0 150.0 150.0 150.0__ p 36' 128.9 150.0 150.0 150.0 142.2 iR 150.0 0 42' 108, 110.5 147.3 150.0 150.0 121.9 _ 150.0__ 48" 96.7 128.9 140.0 150.0 __106.7 142.2 ' J W 54" 85.9 114.6 124.4 150.0 94.8 126.4 0 60" 77.3 103.1 112.0 149.3 85.3 113.8 y V!(A JO' 1465 150.0 150.0 150.0 15o.0 150.0 _ 00)')ul 36" 122.1 150.0 150.0 150.0 134.7 150.0 In t7 m m 42" 114, 104.7 1395 _15_0.0 150.0_ 115.5 150.0 _ o �i z in _ tl 48' 91.6 122.1 132.5 150.0 101.1 134.7 n _g.n 54' 81.9 108.5 117.9 150.0 89.8 119.8 ANCHORS TYPES:SEE SHEET 7 FOR DESCRIPTION Up Vp Q 60' 73.3 97.7 108.1 141.5 80.6 107.8 A3 = (3)ANCHORS TYPE 'A'AT EACH SIDE OF JAMB AND MULLION 30' 139.2 150.0 150.0 150.0 150.0 150.0 D3 = (3)ANCHORS TYPE'B'AT EACH SIDE OF JAMB AND MULLION c--'----i 36' 116.0 150.0 150.0 150.0 128.0_ 150.0 C3 = (3)ANCHORS TYPE'C' AT EACH SIDE OF JAMB AND MULLION 42" 120' 99.4 132.8 144.0 150.0 109.7 146.3 ��4 = (4))ANCHORS TYPE'A' AT EACH SIDE OF JAMB AND MULLION CH4J= {4)ANCHORS TYPE '8'AT EACH SIDE OF JAMB AND MULLION 48' 67.0 116.0 726.0 150.0 96.0 128.0 LLf� (( )) '2 4 4 ANCHORS TYPE 'C'AT EACH SIDE OF JAMB AND MULLION 54" 77.3 103.1 112.0 149.3 65.3 113.8 0 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. p JO' 132.8 150.0 150.0_ 150.0 148.3 150.0 p H 36" 110.5 147.3 150.0 150.0 121.9 150.0 42" 126" 94.7 126.3 137.1 150.0 104.5 139.3 F 48' 82.9 110.5 120.0 150.0 91.4 121.9 54' 73.7 98.2 106.7 142.2 81.3 108.4 30" 126.5 150.0 150.0 150.0 139.6 150.0 c m^ n J6' 105.5 140.6 150.0 150.0 116.4 150.0 m p o 8 B 42" 132' 1 90.4 120.5 130.9 150.0 99.7 133.0 c 48' 79.1 105.5 114.5 150.0 87.3 116.4 a m 52" 73.0 97.3 105.7 141.0 - - n 30' 121.0 150.0 _150.0. 150.0 133.6 150.0 S Engr:JAVAD AHMAO PRODUCT REVISIiD N 1 a 36' lam" 100.9134.5 146.1 1 150.0 111.3 148.4 CML w complying will,the N.M. 42" 85.5 115.3 125.2 150.0 95.4 127.2 FIA.PE Y 70592 nuilding Codc F g Fl 3 C .N.3538 Accepwcc No 30^0x 48" 75.7 100.9 109.6 146.1 835 111.3 NOTE: ltolion Datc W�8 U ,t 30" 116.0 150.0 150.0 150.0 128.0 150.0 INTERPOIATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. 5 99 36' 144" -9_8.7 128.9 140.0 750.0 108.7 142.2 � Product drowing no. 42' 82.9 110.5 120.0 150.0 _ 91.4 121.9 W08-34 48' ,72.5 95.7 105.0 140.0 80.0 106.7 sheet 5 of 13 DOOR MULLION DESIGN LOAD CAPACITY-PSF USE ANCHOR TYPES 64 OR C4 DOOR MULLION DESIGN LOAD CAPACITY-PS? Ul _ _ SEE SHEFOR ECONDITION SIDELITE FRAME MULL'MDI'MULL'MD2'MULL'MD3' ��� J'' STHOTHE FRAME MULL'.MDI'MULL'MD2'MULL'MD3' pR,(+) EXT. 1110TH IfE1C11T EM.(+) EXT. + EXT.(+) WIDTH HEIGHT (+ EXT.(+) o INCITES INCHES ) E.S.WINDOWS DOOR INCITES INCITES } 1M.(-) INT. -) INT.(-) SEE SEPARATE NOA INT. (-) INT.-(-- INT.(-) z h 30 9010 90.0 90.0 -- 30 _90.0__ 90.0 90.0_ Q 36 90.0 _ 90.0 90.0 - 36 90.0 90.0 00.0_ A id 42 120 9010 9D.0 90.01%„ i%„ - - 42 120 _90.0 90.0 90.0 O£, 48 90.0 90,0 90.0 48 00.0 90.0 90.0 54 90.090.0 90.0 -------'_'- =n=»a _ -_,.•- 54 88.2 90.0 90.0 a �� 57 89.7 9010 9D.0 0 U I II n % 57 84.0 00.0 90.0 �C li 30 90.0 90.0 90.0 A / II 1 II \ ji �� 30 90.0 90.0 80.0 G t d U' t- 36 90_0 00.0 90.0 61 1 / f I II \ p 0 J6 84.9 90.0_ - 90.0 O 42 85.7 90.0 80.0 = n / li I II i\ 4 ____ M 42 126 80.3 9D.0 90.0 0 tt Q Q 126 II i III 11 0. 48 81.3 9010 90.0 t�, I✓ II I II �I 48 _76.2 90,0 90.0 O n 54 77.3 90.0 90.0 p' % it I II IpI m u 54 72.4 90.0 90.0 IA O 30 81.4 90.0 90.0 p r �p O 30 76.2 90.0 90.0 a w 341 JB 76.8 _90.0___ 90.0 \\ I // uI '•� 0 36 _ 72_0 90.0 90.0 ?�- 42 132 72.8 90,0 90.0 \ 1 I� / tl 0 42 132 65.2 90.0 90.0 ,ZO F9� 4B 69.1 90.0 90.0 0 \ / Q 48 _64.7_ _ 90.0 90.0 a W 2 52 66.9 90.0 90.0 - 52 62.6 139.1 90.0 30 69,7 90.0 90.0 ? -7T `i 30 6513 90,0 90.0 = h 36 65.8 90.0 _ 90.0_ �\ 36 61.7 89.0 90,0 �SIDELITE MOTH 86 1/2°MAX \ 42 138 62.4 90.0 90,0 SEE CHART DOOR WIDTH \-,USE ANCHOR TYPES B4 42 138 58.5 84.3 90.0 _ n 48 59.3 86,8 90.0 FOR THIS CONDITION 48 55.6BD.2 90.0 1D 50 58.4 85.4 90.0 50 54.7 78.9 90.0 o 30 60.2 9010 90.0 30 56.4 81.4 90.0 .^_. USE(2)ANCHORS TYPE B 36 57,0 85.8 90.0_ 36 53.4 77.0_ 90.0 s 42 144 54.1 81.8 90.0 42 144 50,7 73.1 90.0 48 51.5 77.0 90.0 48 48.2 69.5 90.0 H to to n 0 CD i K� Z3-j 3z"•� LAMINATTFD GLASS MULLIONS INSUL. LAM, GLASS MULLIONS ,, �o w laj L g 7 0 7 8 7 8 7A BA 7A BA 7A BA N M 6 6 6A GA r - p 1 111 I I 1 1:11 1 J II I r"-�"I I;u 1 - I i 0 u 1 r�l I.�l u__ �.. Lu=>7<,ir � 1 u__n �s 5� u_.,.,n-lc�.. MULLION'M711' IIT U40N'MD2' MULLION'MD3' MULLION 'MDl' MULLION'MD2' MULLION'MD3' P. IX IN-4 SX IN"J 7X IN-4 ISN W'J - )X IN"4 SX IN-31 IX IN"4 SX IN'J IX IN"4 3X W 3 IX I SX It•Y'J H '" r 15.385 4.546 ALUMINUM 15.385 4.546 ALUMINUM __15.385 4.546 14.414 4.488 ALUMIN_VM __ 14.414 4.488 ALUMINUM 14.414 4.481 0 o m o STEEL 3.797 1.6875 STEEL TS;i 3.375 STEEL 2.197 1.172 STEEL _4.394 _2.344 •E+ TOTAL TOTAL TOTAL TOTAL 26.398 37.407 20.786 27.158 °a m v N ALVN+Nsn%79 hIlUY+U SRx 2.9 hLou+h SRX 29 1,AIUu+4SR%7.9 c n E.g.JA ADMMAD PRODUCTRGVISEDCML N r o T•L4 PE 70592 wcomplying wish the FIM& 1 m CAN• 38 Building Cadc g n r Acccpl°ncc he ,Q L Ra s EX iralI0 DBic YJ g 3 o u Hy. c Miami Product dr0wing Do. W08 34 sheet 6 01`13), TYPICAL S ECEO fly I ANCHORS M FOR SPACING SEE ELEV. V RU ES � W n FOR SPACING 1 EDGE DIST,. - a a m • e M q EDGE DIST. 1] ' 2 1%a c 4 T a O _ M `/ i i V o7 I. I ,i i, i METAL STRUCTURES NOT BY E.S. WDW. C� MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND O& 3 TRANSFER THEM TO THE BUILDING STRUCTURE. O°�m C F Z N'o 'TYPICAL ANCHORS: SEE ELEV. FOR SPACING a s!�a 12 I I'-----__� - c I I 1 --•_--- - I 12 114OIA ULTRACON BY 'FILCO' (Fon 177 KSL Fy=155 KSI) w I i II I I DIRECTLY INTO CONCRETE (3000 PSI MIN.) ml I I I I I WITH 1-3/4" MIN. EMBED INTO CONC. I I I I I ANCHOR EDGE DISTANCEo S n N u I I I L INTO CONCRETE_2-1/2"MIN. III n rl — — r U 5 SA I ��. — — LLJ — — — -- — — — 0 5/16" DIA ULTRACON BY 'ELCO' (F-177 KSL FY-155 KSI) , N- = w W 8 w IZ'i O I DIRECTLY INTO CONCRETE ( PSI PAIN.) M _ H WITH 1-3/4" MIN. EMBED INTO INTO CONC. C3 M W I ' ye' t I AN-HDR 0. Dlttpu. S �Z U j l W Il I I L_1NTO CONCRETE = 3-1/8"MIN. o10 _n — 1 TYPE 'C' I I I 414 SMS OR SEF DRILLING SCREWS ST/ST (Fu-100 KSI,Fy=65 KSI) I I I I I INTO METAL STRUCTURES 0 o ISTEEL : 1/8"THK. MIN. (Fy 36 HSI MIN.) {? ALUMINUM : 1/8"THK. MIN. (6063-T6 MIN.) $ -- -I t-- -- '�--- --- I •--- - - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) <$ a ANCHOR EDGE DISTANCES e i t I j l INTO METAL STRUCTURE 1" MIN. c S u I I 15 15 .._— P-F11 I I _���,// SEALANTS: I� I u ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF o o a o © 1a 1a GLAZING BEAD TO FRAME SEALED WRH SILICONE SEALANT. 0 o$ C <m u M I Engr.JAM AHMAD PRODU('T RRVISEU I � 0 CIVIL m complying with No Florida N.35J8592 Building CaleFL" Aacptanc.No '•60GE DIST. a .. a BN iraOon Dat. • 6DCC 01ST. � .\� Dy: •.TYPICAL ANCHORS TYPICAL ANCHORS NO ado Product Col drowing no. SEE ELEV. W0$-3L�. FOR SPACINGLAMINATED GLASS 1 FOR SPACING INSUL. LAM. GLASS sheet 7 of 13 1/4-MAX. 4 I W SHIM 1/2"MAX., SECURED JAMBO O 11.1/ ri E D UNSECURED JAMB 1 1.3%4•.. 3 Y,I Y, Y,I �0. (o+ A i,A r'A pt h d ^ In W s l a I i pol�°-K W a do V1� V • .g I Q u�li1� d JI r- - D.L.OPG. _ � D.L. OPG. ___.• SILICONE = �n METAL _ _VERRCAL FRAME ENDS EXTERIOR SILICONE JOINT J h STRUCTURES SEALED WITH SILICONE SEE SHEET 13 to FRAME WIDTH MIN GAPS. JAMB ANCHORS - --- - --- - - -- SEE SHEET 13 SEE ELEVATIONS ... -FOR SPACING o J W AND CHART BELOW 1/2'MAX., 11 'II SECURED JAMB O ` 1 UNSECURED JAMB FOR CAPACITY \JJ ✓✓✓ SN9A 7A gq I w z OaN11 (a YA s•' 1,�J rel I,J 0 3zl''� ° Vi I Icc H V�,I ti N .'�. W M 1 3/4° Y i vii r,A a YJ 1 �n e dp _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- 2- S1 _O.L.OPG. � D.L.OPG. SILICONE VERTICAL FRAME ENDS EXTERIOR SILICONE JOINT n w SEALED WITH SILICONE SEE SHEET 13 o u m FRAME WIDTH MIN kAP 3, o S SEE SHEET 1J 0-°a m c ]AMD ANCHORS DESIGN LOAD CAPACITY n 1/4-MAX,SHIM SPACE 3/8'MAX. ANC SPACE '1/2"MAX.SHIM SPACE Engr.JAGNLMADµ� PRODUCT RF:VISL•D S D o ANCHORS'A','B'&'C'ANCHORS'A'ANC90R5'D'_ RS_'A ANCHORS'_' as cu".L ng wilh lLc Florida i yo 3 WIDTH� EXT.(+) EXT.(+) EXT.(+) EXT.(+)-- fXT.+) M PE,i 38592 Rodding CoJu MIR „//{{ o n 3 INT.(- INT.(-) INT.(-) R - 35 Accept:utce NoQB Dx iralion Dale I q a 5 J6' 150.0 147.2 150.0 107.6 S0. p x 92• 15010 122.7 150.0 92.5_ 150.0 _ •i.�L (.i95 --�---� 48” 150.0 107.4 150.0_ 80.9 �ili 150.0 Mi tido Prod9ckf ad 54' 150.0 _95.5 150.0__ 71.9 _ 141.8 _ 60' 150.0 85.9 150.0 64.7 127.5 aW � m 3 a co � o W SEE SEPARATE NOA FOR DESIGN LOAD 1-123O g N CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA Q C' OR WINDOWALL SYSTEM CAPACITY CHARTS a fou a I 1 o WILL APPLY TO ENTIRE SYSTEM. 11� J i n 1 I� II O�rC ~ I I 1 I I 4 �j j� A 1 I 1 �3� " Q 10q0�—� ~�aa ~Ns V W t1 F Y JrT II II II It 11 II II II ILI II �ur= #12 X 3/M1"SMS Il l tz���---- �1. � .I AT 2"FROM ENDS -� ---- == I AND 1s"D.C.MAX. W Ii iII I II III �4 IIuiv�i4� o I IIL_ --i o I o O M m IIS----1,1 I I III o I�I III b� , IEII 111 I C ILLss7�' iiF�I B�Z� I I�I lii��l c��� i I II I I II I I W0F I JI 11 IIII i WWF 1 a l lul Taal li I Ilii 1 Iv�'� I II 1� ilii I �rcu��.(m 1 oy II I 1 1 1 I 57�� J II I I 111 11 I 1 II I{ I 1 I I I I I II 11 JI I y y ---------J-- tapp �S� LAMINATED GLASS INSUL. LAM. GLASS 0 m`• ooadry gas n 9 9 Engr. CMIµ PRODUCT REVISED s°.r 4s complying%via,Iho Flmidu p1 m FIA.PE 70592 , d, IN.code "\r C. N. 38 Acceptuncc Na V-ImNen Dote BY Miami eProduct Itrol drawing no. W08-34 5h-K9:goffs UNANCHORED JAMB DEFLECTION AT 100 PSF DESIGN WIND PRFSSURR WITH OR WITHOUT DEFLECTION -IN.(CHART D1GO) --INTERMEDIATE HOR120NTALS o NOMINAL DIMS. LAM, GLASS 1NSU1., JAM. GLASS LAMINATED GLASS � WIDTH(W) FRAME HEIGHT UNREINP.1 RF,INP. UNRF,INF. REINF. 30" .079 ,045 .081 .050_ _ _ _�___ -REQUIRED LOAD(P) -- f 36" ,095 .054 .097 .067 a 42' 96" .110 .063 .114 ,078 - 48' .126 .072 .130 .090_ .sJ,� a,O.I 54' .142 .081 .146 _101_ 15 60" .158 .090 .162 .112 30' .100 .057 ,103 .071 -_w / G P1 36" .121 .089 .124 .086 +• MIN& MAX. MIN&MAX. �`a0,�it PI 42" .141-�- .080 .145 .100 , OAP L4 q 102' -- .1s1 .092 .165 .114 Q- -- SEE CHART 0 LEFT SEE CHART®LEFT G 48" -. 54" .181 .103 .186 .128 UNANCHORED JAMBS MOVEMENT AND JOINT SEALANT DETERMINATION Ix = 14.611 in-4 Ix = 25.622 in-4 Q 3 4N to 60" 1 .201 ,115 1 .207 .143 1 CHART DI00 AT LEFT TO BE USED TO DETERMINE JAMB DEFLECTION UNREINFORCED (IN TERMS OF ALUMINUM) LL JO" z to_ AT 100 PSF DESIGN WIND PRESSURE FOR ANY OF THE POSSIBLE REINFORCED ' .126 ,072 .130 .090 UNANCHOREO CONDITIONS. C J 36' ,152 .085 .156 .108 THIS VALUE CAN BE USED TO DETERMINE THE ACTUAL PROJECT DEFLECTION 42 .177 .101 ,182 ,126 USING INSTRUCTIONS SHOWN BELOW. 48' 108• ,202 .115_ .208 ,144 FOR THE AAPS SHOWN FOIR TWO SEALANTTYPES.TYPES.INE THE MAX. DEFLECTION ALLOWED m 54' .227 .130 .234 .161 INSULATED GLASS fiD' .253 .144 .280 ,179 INSTRUCTIONS: TO OBTAIN DEFLECTION AT PROJECT 30' --.157 ,089 .161 .111 36' .I88 __,107_ ,194R.223 1.DETERMINE APPLICABLE JAMB(UNREINFORCED OR REINFORCED) Ilk 42" 114° 220 _.125 .228 2,OBTAIN REQUIRED DESIGN WIND PRESSURE. 46" 251 143 258 3. READ DEFLECTION AT 100 PSF(D100)FROM CHART AT LEFT. �yj 54" .282 .161 .290 4. OPTAIN PROJECT DEFLEC7ION(PD) 80" .314 .179 .32330" .192 110 .198 PDa 100 X D1OO ' n36" 231 ,132 ,238 - [� +.r`i < p`F r7 (PD MUST NOT EXCEED L/180) r MIN&MAX. o _Z 3 J 42" 120' 269 .154 �,.277 ,191 35.FROM CHART BELOW DETERMINE MAX.DEFLECTION317 48" .J08 176 .219 ALLOWABLE FOR A GIVEN PROJECT GAP AND SEALANT TYPE. , MIN GAP 6i SEE CHART LEFT , o v 57' .365 .198 .376 .260 - U) 30" .234 ,133 .241 .166 SEE CHART O LEFT Ix = 25.622 in-4 til M 38" .28_1_ •160 .289 .109 GAP/DEFL CHART Ix 14.811 (IN TERMS OF ALUMINUM) 0 4 42 128' .328 .187 .337 ,233 GAP.IN. MAX.DER. UNREINFORCED EINFORCED REINFORCED 48" .374 .213 .385 .266 .250" .433" 5a° .421 .240 .433 .299 .375 .649° 30" .282 .161 .29D .200 .500" ,BOD' $$ .625" .800" o g v 36' _.338 .193 .348 .240 8 o W 42" 132' .395 .225 •406 .280 .750' .600" 48" •451 .257 .464 .320 1.000' .800" NOTE: $ 52" .488 ,278 ,503 ,347 MAXIMUM GAP - 1" DATA IN THIS SHEET MAY BE USED TO QUALIFY SEALANT 30" .337 .192 .346 .239 MINIMUM GAP- 1/4' TO BE USED AT UNANCHORED JAMBS. 38' .404 .230 .416 .287 MAX. MOVEMENT CONSIDERED=100% STRETCH. 42" .471 136' EXAMPLE: PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND 48' ,269 .485 .335 FOR A CAP OF 1/2" APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO .539 .307 .554 .383 MAX. DEFLECTION ALLOWED .800"FOR 100%STRETCH SEALANT SUBSTRATE & WINDOW WALL MATERIAL/FINISH AND 30" .399 .228 .411 ,284 COMPLIANCE FOR WARRANTY. 36" 144' •479 .273 .493 .340 n-` -- - 42' .559 .319 .575 .397 Engr:JAVAD MAD 1'RODl1L"1'1tLVISRD e 48" .639 .364 .657 .454 CML N W M PEA 70592 m tornplyfng with The Florida a o y CA.N 36]8 Building Coda D D Ai.plmrce No •OFJ 0 ALTERNATE SEALANTS AT JAMB GAPS CBE P ilot CAN i on Date 1$ % DESIGNED BY ENGINEER OF RECORD BASEO ON MANUFACTURER GUIDE LINES. Fly c---------_.-"- - qr1 r hDanli ade Produ',Con drawing no. GAPS LESS THAN 1/4'MAY BE ESBY rl (.U�•J W08-34 - ENGINEER OF RECORD 9Y THE USE OF BE OF BOND BREAKER TAPE OR 15%OF GAP ALLOWED MOVEMENT. sheet 1 1of13 ---6.032 ---5.972---- •� �i.947- 5.947I3.610- 1- 084 m TYP. 094 094 Z 1.468 F 7YP. TYP. .158 w 2.500 2.500 4 2.500 1.406 Q o I -3.238 VRQ,G3 1� 4.947 M- 4.947 B.OJ2-moi p OO ANCHOR BASE Q v OO FRAME HEAD/SILL (LAM. GLASS) Q INTERMEDIATE HORIZONTAL (LAM. GLASS) 16 TRANSOM MULLION (LAM. GLASS) V n ----- .344 Q'C 6.032 5.972 4.225 Q Q 6 Cl , IC Cl 'TMp 094 I .OZ 4 P2.500 a di 1.468 IYP. 2.500 (' 2.500 .076 TIP. ts 2.500 1,468 1. -- 4.225-�I �6.OJ2--moi _ - 4.225 T GLAZING STOP 1A FRAME HEAD/SILL (LAM. INSUL, CLASS) 5A INTERMEDIATE HORIZONTAL (LAM. INSUL. GLASS) ® TRANSOM MULLION (LAM. INSUL. GLASS) 1.875 p--3.250--�-I .188 F�1.900 •1.751--- ,188 1.707 -� M 500 o w 168- TYR z.zts'�i 3 a N 094 .094 Ot M n .094 TYP. TYR - ,094 'd'M m 4.962 4.962 4.962 4.962 Z Q SNAP COVER 6.141 6.141 6.141 6.141 4.500 Mg 10 4 - i JE 1.000 1.00 -I II II II 1. 0 5} CsJ 10 O { 1.500 d N,500-j O SECURED JAI48 (LAM. GLASS) UNSECURED JAMB (LAM. GLASS) MALE MULLION (LAM. CLASS) FEMALE MULLION (LAM. GLASS) REI . GLASS) 0 3 0 3 1.875-�j 3.250-�j ,tom 1.900 1.751� ,188 u u u I I .188- -1 r-500 094 e „ TYP. .094 .094 6 0 $S .094 7YP. 4.240 4,240 4.240 4,240 J.750 r- ---� 8.141 6.141 6.141 6.141 - -- Enr.JAVAO AM. PRODUCT RBVISGD DEVIL 70562 »B complying with the Florida LCAN. a n 538 I)u1,dINS Code S,� 2 7.72 1.7221�2 &�i tton Dale oyLD II II I I fly - -� 9A0 7A b•1.500•�1 O b1.50o�-I it J �n` Miam'VnUcproduclCon 9 6A 34 REINF. BAR W08 SECURED JAMB (LAM. INSUL. GL.) UNSECURED JAMB (LAM. INSUL. GL.) MALE MULLION (LAM. INSUL. GQ1 FEMALE MULLION (LAM. INS . GL.) (LAM. INSUL GLASS) sheet 12 of 13 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANr./SUPPLIER/NEMARKS 1 ES7001B AS REDD. FRAME HEAD/SILL(LAM, GLASS) 6005-75 /w� J 1A ES7021B AS REDD. FRAME HEAD/SIU.(INSUL.LAM.GLASS) 6005-T5 - M _ o 2 ES7000 AS REDD. GLAZING STOP 6063-TG _ a j m 3 ES7O03 AS REDD. SNAP COVER 0063-T5 O o 4 ES7G04 AS REDD. ANCHOR BASE,9"LONG 6005-75 5 ES7005 AS REDD. INTERME0IATE HORIZONTAL(LAM.GLASS) 6005-T5 - O G Ro 5A ES7022 AS REDD. INTERMEOIAT_E HORIZONTAL(INSUL.LAM.GLASS) 6005-T5 6 - AS REDD. REINFORCING BAR_(LAM.GLASS) STEEL A36,Fu MIN.=58 KSI Q. 6A - AS REDD. REINFORCING BAR(INSUL.LAM.GLASS) STEEL A36, Fu MIN. -58 KSI a 7 ES7007_ AS OECD. MALE MULLION(LAM.GLASS) 6005-75 - i I 7A ES7023 AS REDD. MALE MULLION(INSUL.LAM.GLASS) 6005-T5 - d 8 E5MOB AS REDD. FEMALE MULLION(LAM.GLASS) 6005-T5 - 0 IL<p BA ES7024 AS REDO. FEMALE MULLION (INSUL.LAM.GLASS) 6005-75 0 ES1�A Unp 7009 AS REDD._ SECURED JAMB(LAM.GLASS) 6063-T6 - 9A ES7025 AS REDO. SECURED JAMB(INSUL. LAM.CLASS) 6063-T6 - 10 ES-7010A AS REDD. UNSECURED JAMB(WA. CLASS) 6005-TS - Q z IDA ES-7026A AS REDD. UNSECURED JAMB(INSUL.LAM.CLASS) 6005-75 - lu eeelll 11 FS7011 AS REDD. BUMPON POLYURETHANE - O 12 ES7012 AS REDD. E)CIERIOR GLASS SEAL SANTOPRENE - _ n 13 {)12 X 1" AS REDD. FRAME ASSEMBLY SCREWS - PH SMS 13A X14 X i" AS REDD. FRAME ASSEMBLY SCREWS 14 - AS REDD. 1/4"X 1"BAR WITH 3/8'THREADED HOLE ALUMINUM m L17 3/8'BOLT AS REDD. LEVEUNG SCREW ST/ST - AM.- AS REDD. TRANSOM MULLION (LAM.GLASS) 6005-TS - - AS REDD. TRANSOM MULLION(INSUL.LGLASS) 6005-75 - - 2/UTE SERING BLOCK EPOM DUROMETER 80f5 SHORE A c Of o z e $'3z�o (W( Nxo3 W M 6rli O r 05a N Vri t�L C m O�a Eng r:::JAVAD AHMA0 y •n g CML I'RODUCf REVISED a FIA PEA 70592 M complying with The Flolhge o n CAN. 538 U""iug Co" Acccplw:ce No15'�'30.G5 5 „ ixallon Dmc �)g $ PA ,y jI By drawiS ng no rx�• Atlnni Uatic Pra cl W08-34 sheet 3 O3 O 3 z \ • \ \ , G D m 0 ro v n.g�oc g n4.5 �tl ..6 m rL a da : �2h1 revisions SERIES 7000 ALUM WINDOW WALL SYMI (L.M.I.) AL-FAROOQ CORPORATION o ' no o e esen LF ENGINEERS&PRODUCT DEVELOPMENT j teals:3 g• +• A 0619.13 REV.GQ RER C04Nr?R9 E.S. W�N�aW3, L.L.0 MIAMI,FLORIDAAVE w n s +s UPDATOCKA 10 zo+a Bc 3550 N.W_ 49 STREET mlAml,F1RI33174 d<,q' HAEtio G 07.29.15 D U14f7CE Ti4S SNEET g C4 MIAMI, FL. 33142 a oo FA%(305)262.6978 W � chk by, TEL (305)638-5151 F 158 U. STORE\WOBvaES, M IAM IDDADE MWNH--DARE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 St=4 Roan 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwmniiamidade.Qov/econanv RC Home Showcase,Inc. 2970 NW 751h Avenue Mami,FL 33122 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(hi 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 i Control Section that this product or material falls 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]FB h Velocity Hurricane Zone. ��MROVA F� : Series"RS-240"'Aluminum Sliding Glass Door•—L.NT Dravring No. W03-101, titled "Series —RS240 Alum. Sliding Glass Dow (L.M.1.)", sheets 01, 02, 03, 04, 05, 06, 06.1, 07 and 08 of 09, dated 11/10103 with revision "Y' dated 10./10/13, prepared by Al Farooq Corporation, sighed and sealed by Javad Ahmad, P. E., bearing the Miami--Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Lri�ii �..61 ''�� Product Control Section. )�rSSILE ACT�''ATI�I�a:Lai•gd and Sna Missile Impact Resistaixt Y ➢ s a ear a perr�aau�eiat label ovith the ➢i➢aiiu ac rarer°s riasne or logo, city, state, series, and following statem,ent: "Mia➢gni—Dado County Product Control Approved", unfless othet-wise rioted herein. REVISION of this MOA 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. TERMINATIOt d 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. ADVERTISFMNT: 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 MOA renews NOA No. 12-0618.06 and consists of this page.l and evidence pages�1,ls-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. v-� kJOA No. 13-4112.05 MIAMI-DADS COUNTY � ��� Expiratlon Date: June 24,201.9 ®, Approval 1Date: IDecenrber•26,2013 Page 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0618.06) 2. Drawing No. W03-101, Sheets 01, 02, 03, 04, 05, 06, 06.1, 07, and 08 of 09, titled "Series-RS240 Alum. Sliding Glass Door(LMI)", dated 11/10/03 with revision"F" dated 10/10/13, 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 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL-5868,dated 08/09/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-0618.06) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. 1I7L-5427,dated 12/13/079 signed and sealed by Carlos S. Rionda9 P.E. (Sddbmidded dandef preva®oes KOA No. 09-0324.92) 3. 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) dater Desistance Test,per FBC,TAS 202-94 4) Large(Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind.Pressure Loading per F.BC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.19 and TAS 202-94 along with marked-yap drawings and installation diagram of the ailuminnu�a sliding glass door, prepared by FeIInesti°atioin Testing Laboratories, Inc. Test Report No. Y tL-4420,dated 01/11/05,signed and sealed by Edmundo Largaesp9adal,P. E. (Submitted under previous NOA No. 05-0815.15)' Mum D.Gascon,IIP.2'. Product Control Section Super.iser NOA No.13-4112.05 Expiration Date: June 24,2019 Approvai bate: December 26,2013 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED B. TESTS (cONTINUIED) 4. 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, and TAS 202-94 along with marked up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL-3825,dated 07/16/03, signed and sealed by Joseph C. Chan,P.E. (Subutitted wider previous NOA No. 04-040.1.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared•by Al—Farooq Corporation, dated 05/31/12, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0618.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemouurs & Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11_0624,02 issued to EX DuPont DeNesnours & Co.,Inc. for their"DuPont SentryGIas©Interlayer"dated 08/25/11,expiring on 01/14/17. F. KATE MENTS R. Statement letter of conformance, complying with IKBCC 7,010, issued by A1—Farooq Corporation, dated 10/15/13, signed and sealed by Javad Ahmad,P.E. 2. Name changed to RC HOME, SHOWCASE, INC. as registered in the Florida Department of State,Division of Corporation, Suunbiz document dated 10/11/113. 3. Asset purchase agreement dated 10/01/13, signed' by Mr. Manuel A. Krontle— Kozhaya,Iver.Henry F. Krontle—Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms.Nancy Yeas. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries,Inc.,dated 10/30/2013,signed by Raul Casares,President. Mme M Gascan"1P.E. Product Control Section Sum"ron�er NOA No.13-1112.05 Expiration Date: June 24,2019 Approval Date: December 26,2013 E-2 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(coN wnm) 5. Department of State Certification of RC HOME SHOWCASE, INTC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter,the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N.Culligan,the Secretary of State. 7. Laboratory compliance letters for Test Report No. FTL-5868, both issued by Fenestration Testing Laboratories, Inc., dated 08/09/11, signed and scaled by Marlin D.Brinson,P.E. (Submitted unrler previous NOA No. 12-0618.06) 8. Proposal No. 08-1473-R issued by Product Control, dated 05/20/12, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 12-0618.06) 9. Laboratory compliance letters for Test Report No. FTL-5427, both issued by Fenestration Testing Laboratories,Inc., dated 12/13/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 09--0324.02) 10. Laboratory compliance letters for Test Report No. FTL-4428, both issued by Fenestration Testing Laboratories, Inc., dated 01/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-0815.15) 11. Laboratory compliance letters for Test Report No. FTL-3825, both issued by Fenestration Testing Laboratories, Inc., dated 07/16/03, signed and sealed by Joseph C. Chan,P.E. (Srrbfnitted under previous NOA No. 04-0401.03) G. OTHERS 1. Notice of Acceptance No. 12-0618.06, issued to R.C. Aluminum Industries, Inc. for their Series "RS 240"Aluminum Sliding Glass Door-L.M.I., approved on 08/23/12 and expiring on 06/24/14. l Jaime D:Gascon,P.E. Product Control Section Supervisor NOA No.13-1112.05 Expiration Date: June 24,2019 Approval Date: December 26,2013 E-3 242 1/4" DOOR WIDTH HEAD ANCHORS 2 1/2• 2,3 OR 4 ANCHORS CLUSTER OF 4, 6 OR 8 rl AT JAMB ENDS AT STILE ENDS o TYP. SEE CHART ON SHEET 3 5 1/4 AT 2-1/2"O.C. FALSE LIUNTIN z 3 2 3/4"MAX. 2 3/4"MAX. 2 P2" SEE CHART SHEET 3 OPTIONAL 0 HEAD/SILL HEAD/SILL CORNERS - CORNERS - - p c a 0bcy v I. tl a II J ! Oa¢¢ gd r-_--- °--- _� p Y I Igo O N E1 - —� F G 'i ii i' LLa �L! of II II i II Lj - �- �,(� II II�� II n N j 7 t o a I u 1 !i ii it G �I 0 li cv Q Z !i ii it g O> iy II II II 0 Q !Q=N d =in nN W M 2 ANCHORS 15 8 13 ii O z N FRAME SILL - __- W =o-: W Urn JAMB OPTION t�2 1/2" 56 5/8" 56 5/8" z a W/O ANCHORS D.L.OPG. D.L.OPO. a u TMP' 62 1/4" =m SERIES-RS240 ALUM SLIDING GLASS DOOR CLUSTER OF 62" PANEL WIDTH o uLI - DESIGN LOAD RATING FOR DOORS TO DE AS PER CHART 4 ANCHORS PANEL WIDTH c SHOWN ON SHEET 2. - o TYPICAL ELEVATION 1 t 4 g TESTED UNIT PRODUCI'RLNLWFiU o USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN as.umylyingrvtlhtlleFlorida RATING MORE THAN DESIGN LOADS REQUIRED. --- Bad' Codc THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT l Anepl nco No -7 VERIFY UNANCHORED JAMBS, IF USED AS PER SHEET 6.1. e7 d -4 I E o O O2� LOWER DESIGN PRESSURES FROM GLASS, ANCHORS OR JAMB CHARTS AND REQUIRE NO SHUTTERS. r WILL APPLY TO ENTIRE SYSTEM. Miami Dade ProductCau� - ooE:oB�a =0 THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE XO(SHOWN LAMINATED GLASS "o'1 01 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED INSUL. GLASS c m a o,.I r HURRICANE ZONE(HVHZ). LARGE MISSll.E IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER q Q TANCHORING ADS TO THE STRUCTURE. 'y, ;; f; Engr:JAVAD AHMAD o o CHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS a- •p CIVIL BEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUC R CAII-35J8�2 ^ d a OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE T PART OF THIS APPROVAL OXO(SHOWN) XOX(SHOWN) OXXO(SHOWN) J y- --� LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD 0 LY. /j drawing no. TERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATAPPROVED CONFIGURATLONSW0301 ME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS � � ! )GUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE OOXXOO). sheet T of $� DESIGN LOAD CAPACITY - PSF ITEM NO.PART NUMBER QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS GLASS GLASS GLASS 1 240057-038 1 FRAME HEAD 6005-75 _ TYPE 'A'TYPE 'B'TYPE 'C' -"---'- n PAIEL%10FN 2 240057-039 1 FRAME SILL 8005-75 - NOMINAL DOOR HEIGHT EXT.(i) EXT. (+) EXT. (+) - Z INCHES walEs INT.(-) INT.(-) INT. (-) 3 2400ST-042 2 FRAME JAMB(ANCHORED) 6083-T6 -` 80.0 80.0 80.0 3A 24COST-073 2 FRAME JAMB(FREE STANDING) 6005-75 - g a 80.0 80.0 80.0 4 2400ST-028 1/MOV.PANEL MOVING HORIZ.BOTT.RAIL 6063-T6 O O o 0 42 80.0 80.0 80.0 4A 240057-074 1/MOV.PANEL ALTERNATE MOVING HORIZ.BOTT.RAIL 6063-T6 - v 48 80.0 80.0 80.0 5 2400ST-029 1/FIX. PANEL FIXED HORIZ.BOTT.RAIL -^ 6063-76 - 1! 54 80 80.0 80.0 80.0 6 2400ST-026 1/MOV. PANEL TOP MOVING RAIL 6063-16 - 56-1/2 8D.0 80,0 80.0 7 240057-027 1/FIX.PANEL TOP FIXED RAIL - 6063-T6 - G N 60 80.0 80.0 75.4 B 2400ST-024 1/FIX. PANEL JAMB FIXED STILE 6063-T6 - Op 66 73.4 73.4 68.6 9 2400ST-022 1 JAMB FIX.STILE/LOCK STILE - 6063-76 - 0 a Q Q g 30 80.0 60.0 80.0 10 2400ST-041 I/PANEL INTERLOCK 6063-16 Q O 36 80.0 80.0 BO.O 11 2400ST-025 1 MEETING STILE 6063-76 - 42 80.0 _ 80.0 80.0 12 2400ST-012 1 THRESHOLD COVER 6063-T6 - 48 96 - 80.0 80.0 80.0 13 240DST-011 - SILL TRACK ANCHOR 6005-T5 6'LONG 54 80.0 80.0 80.0 14 2400ST-019 1 HEAD COVER 6063-T6 - Q W el'C r 56-1/2 80.0 80.0 80.0 15 24CIOST-031 2 SILL TRACK PLATE(5-1/4'X 1/4'X 5°LONG 6061-T6 AT EACH END C----� 60 80.0 80.0 75.4 16A 2400ST-031 3 SILL TRACK PLATE(5-1/4'X 1/4°X 10"LONG 6061-T6 AT INTERLOCK/ASTRAGAL STILES = ci 66 73.4 73.4 - 16 2400ST-032 i - MTG.RAL THRESHOLD SEAL 6063-T5 6°LONG J N 30 80.0_ 80.0 80.0 17 010 X 1/2" 2 \YFATHERSTRIP FASTENERS 80.0 80.060.0 18 V-027 - BULB YrSTRIPPING VINYL FP-712 PROFOTYPE Q� 42 80.0 _80.0_ 19 VN-2310 - FLAP WEATHER SEAL - VINYL VABORG uo 48 80.0 80.0 8.0 20 V-028 - BULB W'STRIPPING VINYL FP-198 PROTOTYPE W w ,! 54 ,102 B0.0 80.0 _ 21 l'l31285NK - FIN PILE VFSTRIPPINC - ULTRAFAB u Z U w 4 56-1/2 80.0 80.0 80.0 22 025OX270 - O-LON W STRIPPING - SCHLEGEL o BE Q so 80.0 80.0 - 26 100-7101 2/MOV. PANEL- TANDEM WHEEL ASSEMBLY - WORLD IND.PRODUCTS INTL O=N a N 30 80.0 80.0 80.0 27 10-0018%% 1 STANDARD SLIDE SET LOCK - WORLD IND.PRODUCTS IML I j M e 36 80.0 80.0 80.0 _ 28 - 1 LOCK KEEPER - - ¢ W n M n 42 80.0 80.0 80.0 29 - DOOR BUMPER - I'DIA.X 3/4'LONG 48 108 80.0 80.0 00.0 30 2400ST-040 AS REGO. INSIDE SCREEN TRACK 6063-T6 - 0-la 54 80.0__ 80.0 80.0 31 ®10 X 1-1/4' 2/PANEL PANEL ASSBY.SCREWS ST/ST - 56-1/2 80.0 _80.0 80.0 32 ®10 X_ 1-1/4" 2/CORNER FRAME ASSSY.SCREWS _ ST/ST - i N 60 80.0 80.0 33 - 2 4-1/4'X.060"X 6"LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM _ 34 - - 5/8"X 1-1/2" X.1"PLATE®LOCK STILE BOTTOM ALUMINUM FASTENED WITH 08 X 3/8'FH SMS_ 35 V-061 AS RE00. GLASS CRADLE PVC IN SEGMENTS 36 P-045 AS REOO. GLAZING INSERT RIGID PVC - (?Bg�drc 5/32"TEMP.GLASS 3/16"HEAT STREN'D GLASS -5/32'TEMP.CLASS 0 W c 3/8"AR SPACE 3/8-AIR SPACE j H 5/32"TEMP.GLASS .090 INTERLAYER 5/32"HEAT STREN'0 G �i a i .090 INTERLAYER DUPONT'BUTACBE' PVB OR .090 INTERLAYER g `3 DUPONT'BUFACITE' PVS OR DUPONT 'SENTRYGLAS' DUPONT'BUTACITE' PVB OR DUPONT'SENTRYGLAS' OUPONT'SENTRYGLAS' 3/16"HEAT SIREN'D GLASS in d g g g= 5/32°TEMP.CLASS 5/32'HEAT STREN'0 GLASS NOTE: o � d SILICONE SILICONE slucoNE GLASS CAPACITIES ON THIS SHEET ARE o 1 o a DOW CORNING 795 DOW CORNING 995 19 BASED ON ASTM E1300-09 3 SEC. GUSTS a W m m m DOW CORNING 995 DOW CORNING 791 DOW CORNING 791 AND FLORIDA BUILDING COMMISSION PILUDULT REM%VRD DECLARATORY STATEMENT OCA05-DEC-219 1e y a I 'a II 11 n III as complyLr3 wild We Florida a L ai II d n II II J a11d'uiO Cuda^ Engr.JAVAO3AHMAD 2 CML acLnniCuHol,cc � O7B plyalf FIA PE 70592 CAN.f538 bi R^LS do' , W OPTIONAL .. 35 FOR CLASS TYPES 'A'& 'C' !'f I. droning no. W03-101 GLASS TYPE 'A' GLASS TYPE 'BGLASS TYPF. 'C' Ut. 2 :1 1•n,1 sheet Q o1 8 DESIGN LOAD CAPACITY - PSF (ANCHORS) 3/8" MAX. SHIAI SPACE 1/2" AIAX. SHIM SPAC I 2 ANCHORS 3 ANCHORS 4 ANCHORS 2 ANCHORS RS 4 ANCHORS o AT JAMB ENDS AT JAMB ENDS AT JAMB ENDS AT JAMB ENDS AT JAMB ENDS AT JAMB ENDS 0 J 4 ANCHORS 6 ANCHORS 8 ANCHORS 4 ANCHORS 8 AN 8 ANCHORS F AT STILE ENDS AT STILE ENDS AT STILE ENDS AT STILE ENDS AT STILE ENDS AT STILE ENDS a ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS a A&B C A&B C A&D C A&B C A&B C A&B C C PANEL NOIANALTII DOOR HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) �p INCHES INCHES INT_ (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36 80.0 80.0 80.0 BO.O 80.0 80.0 _80.0 80.0 60.0 80.0 80.0 80.0 O a Q Q 42 80.0 80.0 80.0 80.0 80.0 80.0 77.5 69.6 80.0 80.0 80.0 80.0 Q pT n 48 60 80.0 74.7 80.0 80.0 80.0 80.0 67.8 60.9 80.0 80.0 80.0 80.0 Q 3 ry 54 73.3 66.4 _ 80.0 80.0 80.0 80.0 60.3 54.1 80.0 80.0 80.0 80.0 LL Z V) 56-1/2 70.1 63.5 80.0 80.0 80.0 80.0 57.6 51.7 80.0 77.6 80.0 80.0 60 66.0 59.8 80.0 80.0 80.0 80.0 54.2 __48.7 80.0 73.1 80.0 80.0 a b 66" 60.0 54.3 80.0 80.0 80.0 80.0 49.3 44.3 74.0 66.4 80.0 80.0 t--� 30 80.0 80.0 80.0 80.0 8_0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 N 36 80.0 80.0 80.0 80.0 80.0 80.0 75.3 67.7 80.0 80.0 80.0 80.0 a 42 78.6 71.1 _ 80.0 80.0 80.0 60.0 64.6 _ 58.0 60.0 80.0 80.0 80.0 o a 48 96 68.8 62.3 80.0 80.0 80.0 80.0 56Z 50.8 80.0 76.1 80.0 80.0 S u 54 61.1 55,3 _80.0 80.0 80.0 _ 80.0 50.2 45.1 75.3 67.7 80.0 80.0 1 W W v 56-1/2 58.4 52.9 80.0 79.3 80.0 _ _ 80.0 48.0 _ 43.1 72.0 64.7 80.0 80.0 Q Z 60 55.0 49.8 80.0 74.7 80.0 80.0 45.2 ~40.6 67.8 60.9 80.0 80.0 ? U 0 66" 50.0 45.3 75.0 67.9 80.0 80.0 41.1 36.9 61.6 55.4 80.0 73.8 pi O¢C4 a _ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 76.4 80.0 80.0 80.0 80.0 36 80.0 78.1 _ 80.0 -80.0 80.0 80.0 70.9 63.7 110.0 80.0 80.0 W r P7 2 73.9 67.0 80.0 80.0 80.0 80.0 60.8 54.6 _ 80.0 80.0 80.0 80.0 - O Z 48 102 64.7 58.6 80.0 80.0 80.0 80.0 53.2 47.8 79.8 71.6 80.0 80.0 54 57.5 52.1 80.0 78.1 80.0 80.0 47.3 42.5 70.9 _ 63.7_ 8_0.0 80.0 1, 56-1/2 _55.0 49.8 80.0 74.7 80.0 80.0 45.2 40.6 67.8 60.9 80.0 80.0 u, 60 51.8 46.9 77.6 70.3 80.0 80.0 42.5 38.2 63.6 57.3 00.0 76.4 `-- --� 30 80.0 80.0 80.0 80.0_ 80.0 80.0 80.0 72.2 80.0 80.0 00.0 80.0 36 80.0 73.8 80.0 80.0 80.0 80.0 67.0 60.1 80.0 80.0 80.0 80.0 W 42 69.8 63.2 80.0 80.0 80.0 80.0 57.4 51.6 80.0 77.3 80.0 80.0 48 108 61.1 55.3 80.0 80.0 80.0 80.0 50.2 45.1 75.3 67.7 80.0 8010 c 8 54 54.3 49.2 80.0 73.8 80.0 80.0 44.6 40.1 67.0 60.1 80.0 80.0 56-1/2 51.9 47.0 77.9 70.5 80.0 80.0 _ 42,7 38.3 64.0 57.5 S0.0 76.6 u 60 48.9 44.3 73.3 66.4 80.0 80.0 40.2 36.1 60.3 54.1 80.0 72.2 o no Cat �-1 a Engr:JAVAO AHMAD b n CML FIA PE/70592 PRODUCT RENEWED CAN.J538 na r°mp1Y�aI'ri6�lb°flu:'�1a $ � � $ drawing no. W03-101 hit if) F;&ct COMM F11�`r l�1) ���, tll. sheat3 o a o TYPICAL ANCHORS TYPICAL ANCHORS j IN CLUSTERS 0 MTC. STILE&INTERLOCK ENDS IN CLUSTERS c ® MTG.STILE&INTERLOCK ENDS Z m # SEE SHEET 3 FOR QUANTITIES w IBy SEE SHEET J FOR QUANTITIES 0 � WOOD BUCK a 2 d! •E GE DIST. NGS �H �Qy a yuN D I NWN O • EOG.• z 0 DIST. I �O a �a o SEALANTS: G 20 L__-----Jyrrl 7 ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND d!n COLORED SEALANT. WHITE/ALUM HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH c N A I�u uSl C Iju u 1 Q In I I i 4 11 h 'l I 1 r {�y 1'�h gg o LOCKS: 51 • J ZZ dd � Q f SURFACE MOUNT THREE PLY HOOK LOCK BY 'WORLD J y y y 2 Iq y INDUSTRIAL PRODUCTS' AT 41-1/2." FROM BOTTOM II WITH KEEPERS AT LOCK POSITION. I n a I I a II II WEEPS: 8 1 1w. y I I n Wl - 2-1/2" WEEP NOTCH AT SILL CENTER W2 = 7/8" NOTCH AT EACH END m I 1 W w 4 ha I I II yu Z Ld i a O I a I I fi I I U)NC ro r' 1 W n M n k , " '' I J3 n n 4 I ' I 1 y OZ Q n it gF- - rr - -- ----- -- ------------- -- V n I J 0 n I I �I I Ir p d 1 I r' i i _�__________ BE N WITH ALTERNATE 1 I 1 I r I MOVING PANEL I I 11 II u=5 ? B01TOM RAIL 1 I II II u1 „ 8 12 I I r it it I — I I II 11 0 T@@T 4 I 0I �nl�R -;.t II Ir 26 I �I ,I ,i 1 II II I II II II I qF RCNG1VfiU ... ... • . ........ w-nipI•in with lb,Plolida.. .. d I I r I I 115 51 I I� (/J 11 P T 8 g$ y I II 11 1 II e_e 11 I ll�'1 II I II II 2 r I I II 9 Y II II S "ft,twico No 'I •q�O� a D_� :5 o 13 I I;l-�;Ij ` I II II O r/ i I 1~ 1 0 rl Imo_ �A a .�• I ,n y ! ��m u o u,. b�llnmlDadel'TbduclColliol S 5!75 Engr:JAVAD Al1AU0 b I m ..-.. .° ... ...... .. ° CML ....... .. • ...... POURED&HARDENED FIA.PE/70592 n — ... ...... d ........ .... ..1 .. • d HIGH STRENGTH GROUT CAN.3538 }, ..I ...'.....'. f'c -5000 PSI MN. :I •t 19a ° _ ,° <•. • d • ,. a•. • NOT BY RC HOME SHOWCASE5 y� MUST TRANSFER SHEAR I WZ • '\zed ° • \z,d I LOADS TO STRUCTURE v r, ( -' Browing no. • •° d^ Z. I TYPICAL ANCHORS y- I TYPICAL ANCHORS �I IN CLUSTERS OF 4 IN CLUSTERS OF 4 ( W03-101 X 3/4"SCREWS 0 MTC. STILE&INTERLOCK NDS 0 MTC.STILE&INTERLOCK ENDS sheet 4 of 8 r. . Poijr u � TYPICAL ANCHORS /Itl IN CLUSTERS TYPICAL ANCHORS I 0 MTG.STILE & INTERLOCK ENDS IN CLUSTERS TYPICAL ANCHORS — o SEE SHEET 3 FOR OUANTI 0 MTC. STILE&INTERLOCK ENDS IN CLUSTERS SEE SHEET 3 FOR OUANRTIES 0 MTG. STILE&INTERLOCK ENDS METAL SEE SHEET 3 FOR QUANTITIES STRUCTURES N M N L7 $i 28Y W000 DUCK E a EDGE CIS OR MU�MI-DAOE COUNTY s O y O:O o 0 D STRUCTURE EDGE DIST. m Y1 Q Le u APPR'D MULLION NZ SEE SEPARATE NOA I a n UII QLLQ� ti ih Q z No as J � v p a g ,o � (W�j N v z U 3a O N a N W M r WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE g ^ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND O z 6 TRANSFER THEM TO THE BUILDING STRUCTURE. =o— " Q'N TYPICAL. ANCHO . SEE ELEV. FOR SPACI o TYPE 'A' 1/4" DIA, HILTI KWIK—CON II (Fue163 KSI,FY-157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. WOOD PENETRATION THRU IBY WOOD BUCKS INTO MASONRY OR-CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. o TYPE 'AA' 1/4" DIA. HILTI KWIK—CON II (Fu-163 KSI,Fy-157 KSI) N DIRECTLY INTO MASONRY OR CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE AT HEAD & JAMBS 1-3/4" MIN. EMBED INTO CONCRETE AT SILL PRODUCFRUNEIVF:D „ 1-1/4" MIN. EMBED INTO BLOCK ascomP1y1u6vriUIThe FIDk% c v A`d BuildinD Codc o� S TYPE 'B' (Fu-92 KSI,Fy-12O KSI) Acccptmrce)\o • aO� INTO METAL STRUCTURES R„P /D�� _ /Z�� p W y STEEL : 1/6” THK. MIN. (Fy = 36 KSI MIN.) By ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) mimiDcdcPloductC0001 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) En9r.JAVAD AHUAO o r g TYPICAL EDGE DISTANCE FLA,AN 353952 \ B IMO CONCRETE AND MASONRY = 2-1/2" MIN. 5 d INTO WOOD STRUCTURE - 1" MIN. 5 INTO METAL STRUCTURE - 3/4"MIN. CONCRETE VC - 3000 PSI MIN. �'.,. `!;' Browing no. MASONRY Pm = 1500 PSI MIN. (�(l�(' ';j sheat Sof $ PANEL VAOTH WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE V D.L.O. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND �� n O TRANSFER THEM TO THE BUILDING STRUCTURE. 27 � 10 11 T. n 3 18 a 'U 20i ---_-_----- ___-- -_---- = 0t cy y I MI ANCHORS 4612 z 2D 1 O t O SEE ELEV. FO SPACING 10Y - 5 WOOD BUCK J a 13 17 D.L.OPG. 18 1/4'X 3/4'SCREWS PANEL WIDTH }� C g Ld W 1/2 MAX. DOOR WIDTH PANEL MAX. � !!�Z SHIM SHIM U to EXTERIOR = a N v PANEL V1107H =C4 PICAL ANCHORS D.L.O. N N M e FOR SPACING W M m -- 0 ANC o- SEEELEV. FOR ACING TYPICAL ANCHORS SEE ELEV.FOR SPACING 1/2'MAX. SHIM ALTERNATE TO -- 9 JAMB FOC STILE a ----------- -------- , a m a o Will _ V --_- - 0 ^7 no .� DOOR WIDTHcc —1 I 2 STRUCTURE __-_-METAL - s-- Eng,...lAVAO AHMAD o ,° CI CML 1 ` ___ FU.PE/70582 <� C.A.H.3538 - I. PRODUCFRBNRIYCD y L e. m mmplylnD,,Alh lh$FlaiJn S no Idln0 Cado t 2'MAX AcapinnccNo-1-+ - .1�.1Lo 0� a � drowin no. � i 9 SHIM / W03-101 Minmi Uade PmJucl C7nU+a OI,IGL •.17L''1 ShOet Bof B] DNANC}IORED 3AASBS V Ix DEFLECTION AT BO PSF o_ PANEL NAOTN DOOR HOCM n DEFLECTION 1 NOCJOL fs INCHES INCHES 30 .075 J 36 .087 P IN 42 .099 E 1 g4 e o 48 .109 0[u 54 80 117 56-1/2 .120 B -211 9 Q 60 .124 66 .129 30 .157 _ _ _ C 6.Q 0 36 .186 42 .212 48 .236 LL ZZ'n 54 86 .258 / 3/8"%3/8" Q W E 58-1/2 .266 / BOND BREAKER 60 .278 _ TAPE 66 .286 R.- 3 .201366 .238a a SIUCONE o 42 .272 W CORNING 79048 102 .30554 .334 W W56-1/2 .346SJO. z �21 SILICONE W 4 60 _ .357 < DOW CORNING 790 �1' / j �+Q 30 .254 MAX.GAP MlOf. CAP DEPTH = 3/8"MIN. UPTO ME =T N EXTERIOR 1/a"MA%, 3 n 36 .301 SEE CHART SEE CHART GAP N In M '� r,M N 42 .345 FREE STANDING JAMB FREE STANDING JAMB FREE STANDING JAMB g 3 48 108 •387 FIXED SIDE OPERABLE SIDE FOR JOINTS GAP LESS THAN 1/4"USE 0 54 .426 BOND BREAKER TAPE =O SEE DETAIL ABOVE 50-1/2 .441 60 - 6.9630 2.5527 C4 O FOR A GIVEN PANEL WIDTH/DOOR HEIGHT DETERMINE JAMB DEFLECTION AT BO PSF FROM CHART ABOVE. WITH THIS DEFLECTION DETERMINE MAX. GAP USING CHART BELOW FOR SEALANTS WITH 50%AND 100% STRETCH. z c JAMB DEFLECTION-IN. 0 MAX.GAP i 50% 100% INCHES .280 .433 .250 y .420 .600 .375 .560 .600 .500 .600 .600 .625 v .600 .600t.7 750 H o _.875 `c .600 .600 1.000 a Eng,.JAVAO AHMW aS CML j FLA.PE i 70592 CA.N.5536 PRODUCFIUiNEWrD 9 U ro complying%-i0,1ha 190,1,11 .,_� 1 NOTE: DnildiHB Cm1c /f JJ.. E -� DATA IN THIS SHEET MAY BE USED 70 QUALIFY AaepinneeNe_•___ _./ 2,c)!5 ; SEALANT TO BE USE AT UNANCHORED JAMBS. s''-.. �/- . 4�� i /f t j'' drawing no. PLEASE REFER TO SEALANT MANUFACTURER'S DATA f3k, �• 1 ,�I.'?rrl'} [W03-101 AND APPLICATION MANUAL. Mimni Dade P:concFCcmlol\ �)�'"r ,1 sheet 6.1 of$ 1.684 V 5.499 I^---2.235--�{ L 5.016 j2j .544.1881.91375 01.875 375 . 5792.125 .100 a o O G-2.085A l-2.493------J ttL .I I d • k-2.187-moi .344 U 2.085O 30 INSIDE SILL TRACK 4.612 14 090 Q FRAME HEAD HEAD COVER 2684 125 nP. n 3.000 -.260 2.673 d C r.078 C 0.¢O 2.062 1.905 Q W K 078 L a Z .o7e •�- 1.764 1.564 2.647 Z .100 .257 1.613 1.723 Q W f 4001391 - 1 06201'3s1DD4.562 3A FRAME JAMB (FREE STANDING) 9�. t.000 1.z7a�ll I�-1.374�1L 344 1.569 O �+---1.559--{ LOCK STILE I I� � a 0 0 1.906 1.768 500 0 n Q FIX. TOP RAIL O MOV. TOP RAIL 1� r (W�a 2.313 zi Q 7_ �• 1.718-y b--1.608 L-062 1.474 a 3 1.569--{ 2531 2 N a V.O7B .- 1.913 i t MTG. STILE � W� n M 500 .500 -f L 1 rl 1.374^ 0O Z Ti N 2.378 1.82e 4A ALT. MOVING BOTTOM RAIL U i 2.594 2.313 �N .062 1.396 2.750 in .062 to INTERLOCK 2. 92 -� I .1.067 b-1.250--�4 F�1.374--•-I W 1.674-�I 4.5748 g o 1.58 .094 .090 5 FIX. BOTTOM RAIL Q MOVING BOTTOM RAIL Typ• H j 1.000 1.076 i'RODUCT RGNEW80 O FIXED STILE nsmmpfyingvrilhtheflodJa Duildin Cato 3 O c d 2.520 Ac 11-cc No_ 7 •y o o,�,•, ` d �- FRAME JAMB (ANCHORED) FxrjwtiolDacc =412019 m u o W -� 3.375 Mimnl TlcQc 1'......tllonho L 125 1Y1'. .250 062 Eagr,JAVAO ANUA0 0 4 cm/L TYP. 2.688 A.PE 75 0592 1.376 2so a bb .587 .687 I �. S R if .437 L �•--� [- 5.562-moi %' drOwing no. ��-2.498- tz3a W03-101 U RAME SILL 12 THRESHOLD COVER 13 SILL ANCHOR ���-_ 7. 13 ahcet 7of 8 w u a N Inn op G =t �I�I, Woo J � --_o b v u c CS U U s a deter 11-10-03 revisions: SERIES-RS240 ALUM SLIDING GLASS DOOR(LUJ.) AL-FAROOQ CORPORATION 0 f no a e description ENGINEERS&PRODUCT DEVELOPMENT W ; gaffe: 1�2•.,- a ,1.0Us NO CHANCE.105 SEE: RC HOME SHOWCASE 12355.W.87 AVE f ,a C 1!12 REV.PER B^•CO CCweJTS a ' db Ey. wW10 0 0104.02 UPaTEO FOR 2007 FRC 2970 N.W. 75TH AVENUE N11AM6FLORIDA33174 to O o E osz�•,z No aHANOE 1tY5 sNEEr MIAMI, FL. 33122 7Et 28as97s ` °j' 710.10.+7 wM*Ur,NAME REV. TEL (305)392-6214 FAX. (786)464-1582 �� COMP—ANL\W03—tOtRC MIAMI-DDADE MIAMI-DADE COUNTY E o 1 � ✓ PRODUCT CONTROL SECTION 11805 SSV 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) wliami,Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) „-%,-%+•.miamidade.Qov/economy, E.S.Windows,LLC 10653 NE Quaybridge Ct. Miami,F1.33138 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 Mianii-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 elate 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 ane I)ESCRIPTI® r' " oors Wet lazed w/reinforcements-SMI -✓ APPROVAL DOCUMENT: Drawing No.W07-26 Rev I,titled"Series-6100 Alum SIiding Glass Door(SMI)", sheets I through 12 of 12, prepared by Al-Farooq Corporation,dated 04-04-07 and last revised on MAR 10,2014, signed and sealed by Javad Alunad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the N f Acce rtance number and ex>iration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATICNG: Snail Missile Impac#Resis#ant Limitation: 1. See Design Pressures(DP)Vs reinforcements&glazing options charts in sheets 3. 2. See Head/sill anchors capacities charts in sheet 5. 3. Lower DP shall control of these charts for the entire system. 4. Glass lites wider than 36"shall have two setting blocks per FBC requirements.Max.3/8"wide Alum spacer. 5. See approved configurations in sheet 2.Max.Door frame width not to exceed 192" LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla,Columbia and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any 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&renews NOA(s) #09-1217.02& 12-0223.45 and consists of this page I and evidence pages E- I &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. =_ _ NOA No. 13-1008,04 MIAMI•DADE COUNiI Expiration Date: June 14,2018 ` — � 7,2014 Approval Date: March 2 Page 1 E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files# 09-1217.02/#12-0223.45) 2.. Drawing No.W07-26 Rev I,titled"Series-6100 Alum Sliding Glass Door(SMI)",sheets I through 12 of 12,prepared by AI-Farooq Corporation, dated 04-04-07 and last revised on MAR 10,2014, 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of OX aluminum sliding glass door, prepared by,prepared by Fenestration Testing Laboratories,Test.Report No. FTL7572 (FTL 10384) dated 11/03/13, 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)Nater Resistance Test, per FBC,TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entiy Test, per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of OXXX aluminum sliding glass door, prepared by,prepared by Fenestration Testing Laboratories, Test Report No. FTL- 6293 (FTL 10063),dated 10/15/10 and FTL-5669 (FTL 08057), signed and sealed by Jorge A. Causo,P.E. and Michael Wenzel, P.E. respectively. (Submitted under files# 09-1217.02/#12-0223.45) 2. Additional Test reports(transferred from file# 07-0828.08) 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) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with mark-ed-tip drawings and installation diagram of aluminum SGD, prepared by Fenestration Testing Laboratories,Test Report No. FTL-5076(FTL06165),dated 02/22/07, FTL- 5157(FTL061116),dated 02/14/07 and FTL- 5158(FTL06115) dated 02/13/07, all signed and sealed by Michael Wenzel,P.E. (The test report No. FTL-5076 has been revised an addendum letter dated July 10, 2007, issued by Fenestration testing lab, signed &sealed by Carlos S. Roinda, P. E.) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010,prepared by Al Farooq Corporation,dated 03/06/14,signed and sealed by Tavad Ahmad, P.E. 2. Glazing complies tiv/ASTME-1300-02&-04 Ishaq 1.Chanda,P.E. Product Control Examiner NOA No.13-1008.04 Expiration Date: June 14,2018 Approval Date: March 27,2014 E-1 E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNeniours& Co., Inc. for their "DuPont Sentry Glass OO Interlayer",expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB O Interlayer-",expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/02/13, signed and sealed by Javad Almiad,P.E. 2. Lab compliance as part of the above referenced test report. 3. E-mail dated Nov 14, 2013, issued by Fenestration Testing Lab for Test report# FTL 6293 for part#ES-6023 height confirmation being 3.5", signed by Ms. Lliana Sanchez. 4. Distribution agreement dated 03/05/14 between ES Windows,LLC and Energia.Solar SA, Colombia,signed by Andres Chamorro (Gen MGR)and Clara Garcia(Sales MGR), respectively on behalf of their companies G. OTHER 1. This NOA revises& renews NOA#09-1217.02 & 12-0223.45,expiring on 06/14/14. 2. Test proposals,# 11-0843 dated July 20,2011,# 10-0466,dated 07-04-10,#08-0847, dated 06-24-08 and# 06-0305, dated 07/18/06 approved by BCCO. 3. Additional reference NOA file# 13-1007.03 (Series 6100 Ahura SGD w/reuif(Dry glazed)). 4. Previous associated NOA(s) files are#12-0223.45,#09-1217.02,#07-0828.08 and#07-0411.12 Ishaq I.Chanda,P.C. Product Control Examiner NOA No. 13-1008.04 Expiration Date: June 14,2018 Approval Date: March 27,2014 E-2 CLUSTER OF ANCHORS y��6 CLUSTER OF ANCHORS AT ASTRAGAL ENDS �,� TL, AT INTERLOCKS 6"MAX. Z 3/411 9-t/2" /-SEE TITYFT 5 FOR tE Q, SEE SHEET 5 FOR m - N HEAD 111 Mg71, / QUANTITY AND CAPACITY _ QUANTITY ANO CAPACITY __ no� CORNERS CCC 192" , DOOR FRAME WIDTH 00 ^) - - -- - - -- '--- — v cyf o 0g ooil 1J i� INTERLOCK ASTRAGAL LL _ Lai = 00 W � U•' O O `I I '7R a $ ^.2 v) Um a t V I 0— o O z Jw 4 i 1• � >— o LL N u; DAYLITE OPENINGS PtiUUUfTkrvlar:8 - --- O r n D.L.O. HEIGHT PANEL HEIGHT - 7.000" m complying wOL my Fl"rtAR �¢ p n v D.L.O. WIDTH = PANEL WIDTH - 8.937" DDWVgCr�e BosdI Am PANEL HEIGHT = DOOR FRAME HEIGHT - 1.375" Irspoi1ntlon Ddo.L j^• -— — y�j B �jhtfptsc+e��. � W V7 g� L � I w�uG� SF�2IF.S-G100 ALUhiiNUhi SLIDING GI ASS DOOR 42 5/t5^ 42 5/16 42 5/16" 42 5/1G' Z �o y; O.L. OPG. D.L.OPG. O.L. OPG. D.L.OPG. o SEE SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED CLASS SIZE BASED 49 1/4" qg I/4" ON APPLICABLE GLASS TYPE AND REINFORCING OPTION. 49 t/4" PANEL WIDTH 49 7/8" PANEL WIDTH USING CHART ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN RATING PANEL WIDTH m t« MORE THAN DESIGN LOADS REQUIRED. PANEL tnoTH v L o LOWER DESIGN PRESSURES FROM DESIGN LOAD CAPACITY (REINFORCING ( •'• •i '~ .i OPTION/GLASS TYPE) OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM NERS CLUSTER OF ANCHORS 6 OF AT ASTRAGAL ENDS 3"LAIN. \ CLUSTER OF ANCHORS "MAX. o 0 THIS PRODUCT BEEN DESIGNED AND TESTED COMPLY WITH THE Mme• SEE SHEET 5 FOR TYPICAL ELEVATION TTP• CORNERS REQUIREMENTS THE FLORIDA BUILDING CODE INCLUDING RICH VELOCITY QUANTITY AND CAPACITY .• u r a HURRICANE ZONEE (HVHZ). 'tT IpT,1HI_OCKS 5 FOR r -' iUY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY QUANTITY AND CAPACITY TO TRANSFER LOADS TO THE STRUCTURE. _• •_� En r JgYAO'nFu1AD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. 5• CML 4 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS FLA.PE REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. 70M2 - C.A.H.c AN.�saa i a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. NOT PART OF THIS APPROVAL. A LOAD OUNAT]ON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. / v dATERIALS INCLUDING BUT NOT LINKED TO STEEL/METAL SCREWS,THAT OME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE INSUL. LAMINATED GLASS [W07-26J R UIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. IYET GLAZED v sheat T of 12 SEE APPLICABLE4,ui3 OCK INTERLREINFORCING IN SHEET 3 DOOR FRAME W. - g r2 ui I II g cl 0. D. c0i ILJ� XO(SHOWN) "—r NOTE: OX CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE CC�jQ XX- SEE APPLICABLE DESIGN PRESSURE & SIZE IN R SEE APPUCABLE SHEET 3 AND ANCHOR INSTALLATION IN SHEET 5. I m r -INTERLOCK REINFORCING 41q DOOR FRAME WIDTH � SHEET 3 {!,Z�= A u II .21 .6. �_ .__5 -Lam--,r-�` � �'^ ,LJ !I j ` I �J F n OXO(SHOWN) -IIII XX "--- --- ----.------ } m ASTRAGAL REINFORCING a I SEE SHEET 3 I+1 SEE APPUCABLE m 3 C'4 n INTERLOCK REINFORCING O n M DOOR FRAME WIOTTHH ..{I r—� r— IN SHEET 3 Z 3 J 3 z o 1l1 cuwplylnK»ilh The Flnilda DuWIclt Code cfn W �_ ,t<1 _ rn1_ (�_ _ - � NI l Aoeoptonre No�3 'i W --- --� — LJ iap4mHonD cl�t = iln� If XXX(SHOYM) ASTRAGAL RF.INFORCINC -�--- °��� � SEE SHEET 3 �• SEE APPUCABLE INTERLOCK REINFORCING DOOR FRAME WIDTH IN SHEET 3 b ri d o Ir-1i © (J - : ; —. I II .-I- Li — - _ � o- b � fl i i� Fl`•` --- ^o l I I it C Engr.JAVAD RIVAD .t c CPAL q FII.PE➢70592 1 (� CA.N.3558 e n XXXO(SHOY/N)xxxx w" OXXO ASTRAGAL REINFORCING SEE SHEET 3 drawing no. APPROVED CONFIGURATIONS NOTE OVERALL DOOR FRAME WIDTH NOT TO EXCEED !92" FOR 4 PANFL GONFiGURATIONc W07O7-26 [sheet 2 60:2j DESIGN LOAD CAPACITY - N C> E IN. IATPI)IATfINA LASS PRS e n PAN RF.INF.OPTION(�3 RE1NP. OPTION 84 INTERLOCK 1 ASTRAGAL HOIOl1pL ODOR HEIGHT 3 g INCHES HdHES EXT.(+) INT.(-) EXT.(+) INT.(-) ljl A 30 85.0 145.0 85 "0 36 85.0 145.0 85.0 145.0 F _ •;t� r,. 42 85.0 145.0 85.0 145.0 .O.{{ c5 U 44 82 85.0 145.0 65.0 145.0 00 tiu F% Fm 48 85.0 140.0 85.0 145.0 A. A.�Cpjj 54 - - 85.0 111.0 0� V 60 - - 85.0 100.0 30 85.0 145.0 85.0 145.0 QI 10 W _ 636 85.0 145.0 05.0 145.0 0 -,5 ca 16 I 42 - - -�- -- J 44 96 - - 85.0 125.0 a u�341 N 48 - - 85.0 1 ILL 5a - - 85.0 - --125.0 Q Z g d > 41 F -- -' ----- 60 - - 85.0 100.0 --- '- 30 85.0 145.0 85.0 125.0 36 85.0 145.0 85.0 125.0 F 42 - - 85.0 125.0 w n 7 _ EXTERIOR44 foe - - 85.0 125.0_ o H I 48 - - 85.0 125A O I2Is'INI''URCINCG-OPTION _#_3 54 ----- - 85.0 111.0 `WINUM REINFORCING AT INTI-'- 30 85.0 145.0 85.0 145.0 36 85.0 145.0 85.0 145.0 co 03 42 108 - - 85.0 125.0 F. D 1 1 1 44 - _ -- - 85.0 125.0 �i I4 \J 48 i 85.0 125.0 )N n INTERLOCK 1 ASTRAGAL 30 - - 85.0 110.0 8 36 - - 85.0 110.0 _ 42. 114 - - 85.0 110.0 3 Z o _ I M 44 - - 85.0 110.0 N 48 -- - --85.0 110.0 WN�� - - - - - - - - - - 30 - , - 85.0 110.0 --------`i -- _= 36 - - 85.0 110.0 42 120 - - 85.0 110.0 I HH 44 -_1 6 48 �J 17 SEE SHEET 4 FOR GLASS TYPES 'B' & '81' °9 b! I 55 --- -, 1 PRt)DUCTNkVtSPAI �' m wmplyle8"llb toe viodat z z�z s 8o1dlo8 Code Aesplonee No F. i4 s'%:+•! Ni a fn ap1rn11`va Dxle' .,; 7 EXTERIOR _ o SI 12FxNFQtCI.pigQPT V� Engr,JAYAO AH6A0� c 1 I STEEL REINFORCING-AT INTERLOCK FIA.PE/70542 CAN ' ALUMINUM REINFORCING AT ASTRAGAL •• .3538 J GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) (drawing no. AND FLORIDA BUILDING COMMISSION ( , W07-26 DF.CIARATORY STATEMENT DCA05--DEC•219 �aheet 3_of r, �l( 3/16"TEMP. GLASS 3/16"TEMP.GLASS p a v SILICONE BEAD ® (q DOW CORNING 983 3/8"AIR SPACE 3/8"AIR SPACE APPLIED AT GLASS TYPES L 0 B. & '81' —1/4`H.S.GLASS 1/4"H.S. GLASS (j:O u 'B' &'B1' (REVERSE) 8 6 h .060"INTERLAYER .035"INTERLAYER GGG777 3 M BUTACITE PVB I3Y'DUPONT' SENTRYGLAS BY'DUPONT' O a Q No N _ 3/16"U.S. GLASS ---3/16"H.S. GLASS 0� SILICONE i SILICONE I i DOW CORNING 983 DOW CORNING 983 Z 40 \ \V 40 �._ _ 17 /_�- ,• �I I� 1 M �I I� VIII E -4j,I 43 I II n> 43 43 �'i III: 43 p DII 0 � v 44 41 AT BOTTOM RAIL 44 41 AT BOTTOM RAIL J OD 42 AT TOP RAIL& STILES 42 AT TOP RAIL&STILES v J 4j N in¢co GLASS TYPE 'H' GLASS TYPE 'BI' s 3 N a �nMp o z 3 3/16"IL.S. GLASS 3/16"H.S. GLASS iv (n N v IT . J .060"INTERLAYER .035"INTERLAYER PRUDUCI'k6 VlJF.0 BUTACITE PVB BY'DUPONT' SENTRYGLAS BY'DUPONT' ae t�mpiying wllJ Om{YmAU �� Balding Cale 1/4'H.S.GLASS 1 4"H.S. GLASS Aeceptnutr No !+',iGC%•b'= 3/8"AIR SPACE 3/8"AIR SPACEf r'f•._:_-. N b t'w p. 3/16-TEMP. CLASS 3/16"TEMP. GLASS o z m SILICONE m SILICONE o 3 7 y DOW CORNING 983 DOW CORNING 983 m 1 \� 40/ 'I I I \V'M 40 4 I II M _ // II I I ;' II I I 11 C N"• o N'o 43 !d I1 II C 43 47 II 1� II a 43 s �ab Engr.JAVAD MMAD Q III( 49 41 AT 807TOM RAIL 44 41 AT BOTTOM RAIL CML S ! FLA.PE}70592 o �l 42 A7 TOP R JL&STILES 42 AT TOP RAIL&STILES CA.11.3535 LL a a R d . GLASS TYPE 'B' (REVERSE) GLASS TYPE '111' (REVIiIiSE) ! drawing no: W07-26 sheet 4-of 12 HEAD CNWLLOAD CAPACITY-PSF SILL ANCHOR LOAD CAPACITY- ��. ANCHOR WE ANCHOR YPE 'A' ANCHOR PE'0 ANCHOR TYPE 'C' ANCHOR TYPE ANCII01 TYPE'D' N I 0 ANCIIOES i ANCHORS A ANCTIOft3 6 ANCNON9 4 ANCHDRS 4 AN NOR 5 ANCHORS -�n AT HTG. AT HTC. A7 UTC. AI HTG- AT NTC. AT 11TG. AT HTG. �r h AVERAGE -DOOR FRWE SME END 5 STILV ENDS IIE ENDS IX ENDS SIBS INN AVERAGE DOOR FRAME ST11E Ai1D TR PANEL%DIH HEIGHT EXr.(+) EXT.(+) EXT.(+) EXT. + EXT.(+) PANEL WIDTH HEIGHT EXT,(+) EDIT. INCHES VICHES IMT. - INT. - INT. - INL - INT. - INCHES INCHES INT. - INS'. TYPICAL ANCHORS: SEE ELEV. FOR sPnclNc a 30 145.0_ 145.0 145.0 _ 145.0__745.0 30 145.0 145.0 AT HEAD 36 _145.0 145,0 145.0_ 145.0 745.0 _ 36 145.0 145.0 0 J TYPE 'A'- 1/0." DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, FY-155 NSI) I 42 145.0 145.0 145.0 145.0 145.0 42 145.0 145.0 INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 44 82 145.0_ 145.0 145.0 145.0 145.0 44 82 145.0 145.0 0�t .4 1-1/2" MIN. PENETRATION INTO WOOD I 48 145.0_ 145.0 145.0 145.0 145.0 48 145.0 145.0 V q �r�{ 54 125.0 125.0 125.0 125.0' 125.0 54 125.0 125.0 d o THRU 1 BY BUCKS INTO CONCRETE ------ 0 a a 60 125.0 125.0 125.0 125.0 125.0 60 125.0 I 125.0 O 1-i/2" MIN. EMBED INTO CONCRETE I 30 _1_45.0 145.0_ 145.0 145.0 145.0 30 145.0 145.0 3 p N TYPE 'B'- /4" DIA. ULTRACON 8Y 'ELCO' (Fu-177 KSI, Fy=155 KSI) 38 -745.0--145.0 145.0 145.0 145.0 36 145.0 145.0 Q DIRF.CTI.Y INTO CONCRETE 42 125.0 125.0 125.0 125.0 125.0 42 125.0 125.0 £ 1-1 2" E9..., C I 44 �16 125.0 17.5.0 125.0 125.0 -_ 125.0 44 96 125.0 125,0 48 119.5 125.0 125.0 125.0 17.5.0 48 125.0 _ _125.0 TYPE 'C'- 914 SMS OR SELF DRILLING SCREWS (GRADE z CRS) 48 11018 125.0 tzo.6 125.0 I25.o sa 120.6_ 125.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) 60 104.3 121.7 113.5 17.5.0 125,0 60 1 1 113.5 125.0 mi INTO METAL STRUCTURES n 30 145.0 145.0 145.0 145.0 195.0 30 145.0 145.0 I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) I 36. 136.6 145.0 145.0 145.0 145.0 36 145.0 145.0 0 ALUMINUM : 1/8' THK. MIN. (6063--T5 MIN.) Q 42 121.4 125.0 125.0 42 125.0 1 L - -(STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED)� - ----li5.0 a - - 44 102 117.3 125.0 125.0 125.0 125.0 44 102 1_25.0_ 125.0 � `� AT SILL - - - - - - 4e uoa I 120.0 1 125,0 as 120.0- _ r 54 102.0 119.0 110.9 125,0 125.0 54 110.9 125.0 L J m TYPE '8'- ]/4" DIA-ULTRACON-BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) C5 41 30 145.0 145.0 145.0 145.0 145.0 30 145.0 145.0 DIRECTLY INTO CONCRETE 36 127.5 145.0 138.7 145.0 145.0 36 _138.7 145.0_ Q to 1-3/4" MIN. EMBED - - - A2 108 113.0 125.0 123.0 125.0 125.0 -- 42 108 __123.0 125.0 0 n M v -- - -� -- - - _ - - - 44 109.1 125.0 118.7 125.0 125.0 44 118.7125.0 ^� -- AT JA - - -- 48 102.4 119.5 111.4- 125.0-----125.0 48 111.4 F 125.0 TYPE 'A'- 1/4" DIA, ULTRACON BY 'ELCO (Fu=177 KSI, Fy=155 KSI) 30 139.1 110.0 110.0 110.0 _ 110.0_ 30 110.0 110.0vi p INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 36 119.5 110.0 110.0 110.01to.a 36 110.0 110.0 V1 N 1-1/2" MIN. PENETRATION INTO WOOD 42 114 105.7 110.0 110.0 110.0 110.0 42 114 110.0 110.0 N _ a4 102.0 110.0 110.0 110.0 110.0 44 THRU 113Y SUCKS INTO CONC. OR MASONRY I -^-_--_ _ 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 48 95.6 110.0 104.0 110.0 110.0 48 104.0 110.0 30 131.1 110.0 110.0 110.0 110.0 30 110.0 110.6 TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI,Fy-155 KSI) I 36 112.5 110.0 _110.0 rl 10.0 110.0 36 110.0 110.0 woi DIRECTLY INTO CONC. OR MASONRY 42 120 99.3 710.0 IDEIA10.0 110.0 42 120 108.1 110.0 8 I-1/4" MIN. EMBED INTO CONC. OR MASONRY I 44 0s.s Ito.o 104.2_ 10.0 170.0 44 104.2 110.0 4� t �N TYPE 'C'- (GRADE 2 CRS) 48 89.6 104.6 97.5 10.0 110.0 49 97.5 110.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I o i z Flo INTO METAL STRUCTURES - z STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) I PRDDOCing"Il the to can 1 HI w11h MD Fbr'tiz ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) NIMBI; c� L - -(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I AnePIwnN4 a o g - - -J 4kPlnom DAOL.,. '> ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. GD $ tl INTO WOOD STRUCTURE - 1" MIN. Engr.JAM lOTAVD 0 INTO METAL STRUCTURE - 3/4" MIN. CIVIL c 4 FIA PE/70592 g i CONCRETE AT HEAD, SILL OR JAMBS Vc 3000 PSI MIN. CAN.3538 u C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. NOTE: SEE SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. USING CHART ON THIS SHEET SELECT ANCHOR OPTION WITH DESIGN RATING I T 11 } {q drawing no. MORE THAN DESIGN LOADS REQUIRED. C 4•} LOWER DESIGN PRESSURES FROM GLASS OR HEAD OR SILL ANCHOR CHARTS `/// W07-26 WILL APPLY TO ENTIRE SYSTEM. (sheaf $ ofj2) TYPICAL ANCHORS 'n EDGE.DIST.•e 3 5/16"MIN. IN STAGGERED CLUSTERS AT STAGGERED INTERLOCK/ASTRAGAL ENDS ----- --- e MC. I &IN PAIRS AT FRAME 3 3 KSI.MIN.- •" SEE ELEV. FOR SPACING AND Z SHEET 5 FOR CAPACITY O 1BY WOOD DUCK,�.�__ '�_;.! - SEE NOTE SHEET _� --- — 00 v -- - --- 0 O E ` - 14 \ ¢.¢lu Qy �a�o df, 4 MWA 13 �zWi_"� I II 11 II II 11 '.I vi n I II II II 'I II I v I C, ry I I I I I I I O m I '1 II II II II 11 � < N 1 ,1 II II II I It N tit, I �I II II II II II xv i I II 11 11 II 11 41 U C3 FO 1I i 1 11 'I 1 o ILL) LL p II II II f II II � �7t0 N tE II II II II II II Q t0 n 0 W n a 1 t SEALANT: 3 a W II III I II ALL JOINTS AND FRAME CONNECTIONS SEALED WITH < O a xo d Jo W w I I I I I D WHITE/ALUMINUM COLORED SILICONE. Z WEE f I �E. C, WEEPIMEs: s 1 1 W1 = 2-5/8" LONG WEEP NOTCH AT EACH END � � n n n a II u W2 = i" LONG WEEP NOTCH AT EACH ENDS 1 II II II II It II I I 11 11 11 11 1 f 11 YHODULT HYVISPA 5�' � i mcomprylDB Wna rno mofa. jII II it 11 II II ! 27 BuuK4c k 1 II II II '1 11 11 Anuptolw NO ii'-"e{.n CQ N I5y 4 Lspfmlbe ag V��4�S -_ --- 26 5 , _— �J V O p O o O 3.500 ol 37 E.9,:JAVAD AWAnCIVIL i aa FM PE CAN.73 0592 POURED&HARDENED p• 13 .23 o • HIGH STRENGTH GROUT b 3oKSl MIN. NOT BY ES WINDOWS I^ `J o o u \ ------ a, (5 KSI MIN.) o EDGE"1itsY..'• 9M .Qvn TYPICAL ANCHORS drawing no. ._IN-LINE CLUSTERS AT �7 INTERLOCK/ASIRACAI ENDS W07-26—26 SEE ELEV. FOR SPACING AND SHEET 5 FOR CAPACITY �-� (-=h--=k6 of 12 METAL 4m I _ STRUCTURE = Q EDGE DIST. _ n J EDGE DISC--- /l o0o N EDGE DIST. Aa � li Li JL-j LS ot a&;c o TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS IN STAGGERED CLUSTERS AT IN STAGGERED CLUSTERS AT IN STAGGERED CLUSTERS AT 0K ¢ INTERLOCK/ASTRAGAL ENDS_- INTERLOCK/ASTRAGAL ENDS7 INTERLOCK/ASTRAGAL ENDS &IN PAIRS AT FRAME &IN PAIRS AT FRAME &IN PAIRS AT FRAME SEE ELEV.FOR SPACING AND SEE ELEV. fOR SPACING AND SEE ELEV.FOR SPACING ANDITY u.i •o SHEET 5 FOR CAPACITY SHEET 5 FOR CAPACITY SHEET 5 FOR CAPACI NLI a B IN EDGE DIST. MIAMI-DADS COUNTY n APPWD MULLION + I n SEE SEPARATE NOA Li _ o � a G n z 0 4j l7PICAL ANCHORS N uj Q IN STAGGERED CLUSTERS AT INTERLOCK/ASTRAGAL ENDS J p h rn &IN PAIRS AT FRAME a 0 M SEE ELEV.FOR SPACING AND o Z 3 SHEET 5 FOR CAPACITY � o rn V7N � F TBY OR 213Y WOOD BUCKS AND METAL STRUCTURES NOT BY E.S. WINDOWS W MUST SUPPORT (AADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. nn $ " 7RODllCF Y.YYAIFA .,.mplyiny"fth lLe WTW u k 3 k 6aPUulkv .:• v ?a 'n o i P 8 2'.8 _ n dO r" En9r:JAVAD AHMAD CIVIL FLA PC d 70592 CAN.353d o �'J'4�� � ��l�.11t rdrowing no. W07-26 sheet 7 oT�2 Do O PANEL WIDTH '"'� FF114- X, 28 3-- 38_ 37 30� 8 37 7 38O Q g 2 WOOD BUCK O U WO Du 15 15 3 — p� O s,,,::.,,.: .,�... n ................ r t _.......... ....... .. ...... ..._.............. p a a a ........... ....... ..... - - 0 — .�� ,:\�.<::- --'-� '� ----,I 15 a •I 1•I _ !,`�''�'�-_---- = Q 9 - - _- - - - 11 II •, LI �_ - - J - rnuuurrkdvrs¢D IL a romPlying wfib lbe md& 21 5 V T l `} — 62pi� llo0s01 v RZ'A7a7', N p M YIIDTH J EXTERIOR PANEL PANEL WIDTH Typ�Al ANCHORS IN PAIRS m SEE ELEV.FOR SPACING w DOOR FRAME WIDTH C1/4^MAX. 3 a 1 TYPICAL ANCHORS IN PAIRS ALUMINUM AND STEEL REINFORCING AT INTERLOCK AND ASTRAGAL STILES � sHllA SEE ELEV. FOR SPACING SHOWN FOR ILLUSTRATION ONLY. _ o Z 3 USE AS SHOWN ON SHEET 3. 2 SEF. CHARTS FOR REINFORCING OPTIONS LOAD CAPACITY, INCLUDING GLASS OPTIONS. �'n N SEE ELEVATION FOR ANCHOR SPACING AND SHEET 5 FOR ANCHOR CAPACITY. J2 4j N F O SHIM SHITS 3A ALTERNATE ALTERNATE 1---1 0 J'_.y_•, �+ . 20R WOOD DUCK 1Y0 0 STRUCTU 32 ' \ i -_— (( L o El I- n 15 28 8 30 34El iL -•d _ >.N�il a a 7 Engr:,LtVAD AN6sA0 qq 55 CML J \ 3 FLA.PE�70592 c D C.A.N.?530r d 21 ��_ droWing no. EXT. EXT. 1�,' r1 TYPICAL ANCHORS IN PAIRS rY07_26 SEE ELEV.FOR SPACING .heel 8 of 12 TYPICAL ANCHORS IN DIAGONAL PAIRS 1/4-SHIM OE C TYPICAL ANCHORS IN PAIRS Z SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING R ._ MAX. @) MAX. 4 15 SEE B.O.M. AT SHEET 11 1 1., 0 4t. ................. .... 0 ............... ........ pt --.................... =. .. ...... ...... ........................ ...............I 4 It to OXO CONFIGIJRATION I Ii DOOR FRAME WIDTH rz 1BY WOOD BUCK SEE NOTE SHEET 8EXTE:Rlol? METAL STRUCTURE o z 3i TYPICAL ANCHORS IN DIAGONAL PAIRS Lj Cq:!9 E ELEV.FOR SPACINGto 2 1/4'SHIM 32 cmplyft.11h the Flormt MAX. 28 IDBW I J- X i, 2 ALUMINUM AND STEEL REINFORCING AT INTERLOCK AND ASTRAGAL STILES SHOWN FOR ILLUSTRATION ONLY. USE AS SHOWN ON SHEET 3. SEE CHARTS FOR REINFORCING OPTIONS LOAD CAPACITY, INCLUDING GLASS OPTIONS. ]T; SEE ELEVATION FOR ANCHOR SPACING AND SHEET 5 FOR ANCHOR CAPACITY. E.9r:JAVAD AX CIVIL M-'D FLA PE P 7692 C AX 7538 ww'-741'n no. W07-2 sheet 112 ITEM B PART 9 — QUANTITY DESCRIPTION MATERIAL MANr./SUPPLIER/REMARKS 1 ES6001 __1 _ _ FRAME HEAD 60_05-T5_ 2 ES6023 _ 1 _ FRAME SILL- 3-1/2"HIGH _ 6005-15_ - t 3 ES6003 2 FRAME JAMB 6063--76 - z 3A ES6030 2 ALTERNATE FRAME JAMB_ 6063--76 4 ES6004 2/PANEL TOP RAIL 6063-16 5 ES6005 2/PANEL BOTTOM RAIL 6063-T6 6 _ ES6006 AS REOD. LOCK STILE 6083-76 7 ES6007 AS REGO. INTERLOCK 6063-T6 - _ _ _ 0 . 8 ES6008 AS REOD. FEMALE ASTRAGAL 6083-T6 11 ES6016 _ 4/PANEL PANEL GUIDE(TOP ONLY) CELCONOp i4 12 ES6015 2/PANEL FIXED PANEL BOTTOM GUIDE 6063-T6 SECURE VI/(2)B3 X 3/4'FH SMS _ _ _ _ O a Q Q t�1 13 ES6010 2/PANEL RETAINER CUP, G"LONG 6005-T5 AT MIG, RAIL HEAD&SILL ENDS Q o7J a . 14ES6011 2/JAMB JAMB SCREW COVER _ 6063-75 OPTIONAL .0 N 15 ES6014 3/FIX.PANEL FIXED PANEL CLIP,4"LONG,AT 53'O.C. 6063-TO AT 7"FROM EACH END AND AT MIDSPAN LL Z IJ S_a 18 ___ES6012 AS REDD. INTERLOCK STIFFENER(LENGTH PANEL HT. -- 2-_3/8') 6063-T6 - s z l •'`; 17 ES6013 _ AS RECID. ASTRAGAL STIFFENER(LENGTH= PANEL HT. -2-3/If-) _ 6063-T6 - 4Q w AFi _78 1"%2"X 3/16 AS REOD. STEEL TUBE REINFORCING(LENGTH PANEL HT. -_2-3/8')_ A36 STEEL TO BE PAINTED r-- --� 21 _ W222521K AS READ. STILE do JAMB W'STRIFPING - ULTRAFAB - 22 W223221K AS REgD, TOP RAIL YI'STRIPPINC __ - ULiftAFAB y 23 ES6027 AS REOD. BOTTOM RAIL W'STRIPPINC EPOM DUROMETER 7514 SHORE A a 24 810 X 1--1/2"PH SATS 8/PANEL PANEL ASSY SCREWS 25 870% 1'PH S615 2/CORNER FRAME ASSY SCREWS - - _ 4 o 26 - 2/MOV.PANEL TANDEM ACETAL WHEELS IN METALLIC HOUSING - - 27 1/4-20 X 1-3/4"PH MS_f/ROLLER ROLLER INST.SCREWS m 28 2300-FOSS 1/MOV.PANE STO.MORTISE LOCK,AT 48-1/2"FROM BOTTOM ST.STEELa�-- 26A 246ST-00 1/MOV.PANEL MULTI POINT MORTISE LOCK,AT 481/2'FROM BOTTOM ST.STEEL WITH 2448 TRIM PLATEN M. Q 29 810-24 X 3/8"PH MS 2/LOCK LOCK INSTAIIATION SCREW ST.STEEL N^ 30 ES6017-1 f/LOCK LOCK KEEPER(510.LOCK) PLATED STEEL AT 48-1/2'FROM BOTTOM 30A 2447-00 1/LOCK LOCK KEEPER (MULTI POINT LOCK) _ ST.STEEL AT 48-1/2"FROM BOTTOM o Z 3 1O 31 810 X 5/8'PH SMS 0 2/LOCK LOCK KEEPER MOUNT.SCREW(STD.LOCK) ST.STEEL - 31A BB X 3/4"FTI SMS 4/LOCK LOCK KEEPER MOUNT.SCREW(MULTI POINT LOCK) ST.STEEL - (/j N v 32 9623Z 1/LOCK INTERIOR AND EXTERIOR PULL - (3)96-32 X 1/2'FH MS,ST.STEEL _ N U3 t-0 34 810 X 3/4"PH SDS 2/CUP FIXED PANEL CUP FASTENER ST.STEEL - _ 34A 910 X 3/4"PH SOS 2/CLIP FIXED PANEL CUP FASTENER ST.STEEL - 35 - AS READ, 1'X4"LONG SELF ADHESIVE PILE PAD WOOLPILE AT HEAD AND SILL _37 ES6019 AS READ. RESTRAINING PLATE NYLON AT TOP'& BOTT.INTERLOCKS&ASTRAGAL �;6 38 B8 X 3/4"FH SMS 2/PLATE RESTRAINING PLATE FASTENER `II �' E 40 27-445 AS READ. GLAZING WEDGE CASKET EPOM DUROMETER 75±5 SHORE A,SOLUCIONESENCAUCHO oI 3 a o- 41 ES4014 AS REOD. BOTTOM RAL CLASS STOP _EPOM_ OUROMETER 68±4 SHORE A "! S? N g 42 FS4018 AS MOD. TOP RAL&STILES GLASS STOP EPOM DUROMETER 75±4 SHORE A a3?' _ 4J - A9 REgD. BVI,IPER SILICONE --_--- __--- 01$z 8 a 44 - 2/LITE SETTING BLOCK, 1"X 1/8'X 2-1/2'LONG EPOM DUROMETER 75±4 SHORE A rHOpucrhwYISP.O as camjQyhl"lib Ox Flet)0r. m BVWW Code ° •, o O i d n LITEMS ES ANO;y ^.:�.r,. > 'B ITEMS 28A AND 30A USED FOR DOORS WITH STEEL REINFORCING ONLY ►aPInUMf pygt .. Y ��W�u x_ ITEMS 28 AND 30 USED FOR ALL OTHER DOORS. En9r:JAVAU AHAIAO - •� o CML FLA.PE P 70592 — U.N.35.',8 g I/ drawing no. W07-26 sheet 10 9f 12� ------- 3.687 1.000 .250 94 1.437 .094 @ 1126 1.750 2.250 .125 .078 TYP. r.094 3.000 1.909 31 Typ.- 1 8 t 2.312 .124 FRAME HEAD LOCK STILE lz 0 t g -IZ48- L1.437 07 ASTRAGAL STIFFENER 6457 a ---------3.250-- cy ca N .062 go 1.002 07 RESTRAINING PLATE 1.999 0 0 .076 TYR 1.999 IYP. 2 1.749 2.56.2 2.312 ga 2.031 3.500 F 1.499 .125 1 --.094 TYP. 500 Q 4U .094 L _I L .078 6,057 --1.984 -2.047- 1.750 3A n L ALT. FRAME JAMS 1.999 INTERLOCK STILE .082 TYPI OINTERLOCK STIFFENER ol RETAINER CLIP eau PANEL TOP PAL 4.312 .. 1.000 191 094 so M .078 r Fl 2 0 NP. L IV. 75 5 0 cq t) 04 Li 0 2.000 0 t,"1 4 .188- .10D z (3) FRAME JAMB i Typ. 4 3.500 .441 18 04 2.562, .078 INTERLOCK REINFORCING @FIX. PANEL BOTTOM GUIDE Lo Typ. .641 -F.004 wl�VIA .287 as ca g y4sh it.Florldt L -1.646- 1.709 .040 Vws f"I e (DPANEL BOTTOM RAIL 15 FIXED PANEL CLIPla ASTRAGAL STILE SCREW COVER vat .375- 10 3500 A JAYAOANIAA0 civit. FIA AM PE W70 92 It 3C .6 .084 drawi gml -26' FRAME SILL sh t 71 of 12 rn • \ \ 0 p \ \ E .. a •-a n ru L � � N m i N. 1 Hl ro lu m o avec: oa Oc-m revisions: SERIES-6100 ALUM SLID;NG GLASS DOOR(S,M.I,) AL-FAROOQ CORPORATION m 95-1-laii, aesen lon GINEERS&PRODUCT DEVELOPMENTS. WINDOWS, LLC ]23.a SW,87 AVE 5220 N.W. 72 AVE. BAY #4 MIAMI,FLORIDA 33374 �.MIAMI, FL. 33166 TEL(205)284.8100 FAX(305)282.6978NOLMFAGES EEioNo c`+:.NCE nfs s�+EET I TEL. (305) 624-7775 M. (305) 624-7777 I ---- _.C0MP—I4NL\W07-26ES