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HomeMy WebLinkAboutNOA # 21-0113-10MIAMI-DARE File Copy MIAMI-DADE COUNTY oLUA PRODUCT CONTROL SECTION �} 05 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) �� `� Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION � ; t,� �) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) �_� :'M� ` (N ) www.miamidade.¢ov/economy E.S. Windows, LLC•. 3550 N. W. 49" Street ST. LU M E CU NTY Miami, FL 33142 �iBOCC SCOPE: I This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51 Rev N, titled "Series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06/10/2004 and last revised on 01/11/2021, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. Lower Design Pressures (DP) of Doors, sidelites, hardware, glass and threshold (sill) options shall control. 2. See sheets 1 & 2 for doors, 2.1 for single sidelite and 2.2 for doors w/ sidelites (Reinf/unRinf) mullion options within tested frame area. 3. The Water Rating +DP with STD sill= +70 PSF (X & XX) and Hi -Rise sill = +90 PSF (XX) and +100 PSF(X). 4. The frame are of alternate size must not exceed 97.58 ft2, nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any 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 #17-1226.11 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 Sifang Zhao, P.E. NOA No. 21-0113.10 MIAMI-DADE COUNTY Expiration Date: December 20, 2023 Approval Date: February 25, 2021 02/25/2021 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous NOAs' A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA # 09-0825.04) 2. Drawing No. W04-51 Rev M, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06- 10-04 and last revised on DEC 05, 2018, 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(see sheet 2) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelite (OXX), prepared by Intertek/ Architectural Testing, Inc., No. F2673.01- 450-18, dated 11/16/15, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA # 16-0316.06) 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(see sheet 2) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. (Submitted under NOA #09-1217.03) 3. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (Submitted under NOA # 09-0825.04) 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(see sheet 2) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawing and installation diagram of aluminum Single and double doors outswing French door w/ Sidelite (OXX), prepared by Blackwater Testing, Inc., No. BT-ESW-16-011, dated 03/16/17, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA # 17-1226.11) Sifang Zhao, P.E. Product Control Examiner NOA No. 21-0113.10 Expiration Date: December 20, 2023 Approval Date: February 25, 2021 E -1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC (2017), prepared by Al Farooq Corporation, dated 09/15/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for the "Sentry Glass ® Interlayer", expiring on 07/4/23. 2. NOA No. 16-117.01 issued to Kuraray America, Inc., Inc. for the "Kuraray Trofosil Ultra clear and color PVB Interlayer, expiring on 07/08/19. F. STATEMENTS 1. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR). 2. Statement letter of conformance to FBC 2017 (6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/15/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises and renews NOA # 17-1114.03, expiring 12/16/23. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. W04-51 Rev N, titled "Series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06/10/2004 and last revised on 01/11/2021, signed and sealed by Jalal Farooq, P.E. B. TEST 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 20-0915.19 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), with FBC 7th Edition (2020), and of no financial interest, dated 01/08/2021, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHER 1. This NOA revises NOA # 17-1226.11, expiring 12/16/23. Sifang Zhao, P.E. Product Control Examiner NOA No. 21-0113.10 Expiration Date: December 20, 2023 Approval Date: February 25, 2021 E -2 146 3/8" MAX. (4) MTG.SIDELITE MULLIO_ 3/16" WIDTHDOOR 76' MAX.AT FRAME WIDTHAND 4CHORS35 -_ 3�''j 6 I_ 3 =I I ! I I I I\l, �I i TTI I II I I : - %I �I.USH \ 7 II E 17 NBOLFT___ FLIISH - -==n--= -- iT_ BOLT\ 2 LOCK OPTIONS F ko j / II / iii/ SEE SHEET 2 FOR C/jPACffY\ II ��/ W �m m v m d II II \1IFLUSH o ill BOLT / I I It JL_ _ yr_k_= z ___ 11___ II \ r / II II \ ppp FLUSH I BOLT _L ACTIVE INACTL—A IVE (4) Al AT MTG. SURFACE APPLIED 6" MAX. FALSE MUNTINS HEAD/SI�I<I MAY BE USED ~x a J`2 s If, . =LOP. 28 3/16- 12" MAX.29 HEAD SILL 5/1 ¢ E ;p m w BUTT HINGES �zSEE SHEET 2 0 FOR CAPACITY 0 D.L OPG. D.L. OPG. 33 5/16' 36 13/16" PANEL WIDTH LEAF WIDTH ` ( OXXO / LOCK OPTION #1 33 5 16" / DR HAHN 2 PIECE HINGES SEE SHEET 2 FOR CAPACITY PANEL WIDTH MAX. FRAME AREA NOT TO EXCEED 97.58 SQ. FT. PER FBC 2014 SERIES-3000 ALUM OUTSWING FRENCH DOOR TYPICAL ELEVATIONS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS TESTED UNITS WITH OR WITHOUT SIDELITES. SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: USE CHARTS AS FOLLOWS. D STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS, HINGES, LOCK AND FRAME SILL OPTIONS USED. STEP 3 FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1. STEP 4 FOR SIDELITE COMBINATION WITH DOOR OR SIDELITE SEE MULLION CAPACITY CHART ON SHEET 2.2. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 28 73" 3- 3" \ `BOLT\ LOCK 6PTIONS r SEE SHEET 2 / FOR CAPACITY / FLUSH BdLT / INACTIVE 12" OPG. SILL (XX) LOCK OPTION #2 NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. DOOR LEAF WIDTH (X) = FRAME WIDTH - 2.8125" DOOR LEAF WIDTH (XX) _ (FRAME WIDTH - 2.375")/2 DOOR LEAF HEIGHT = FRAME HEIGHT - 2.500" SIDELITE PANEL WIDTH = SIDELITE WIDTH - 1.875" PRODUCT REVISED as complying with the Florida Building Code AAR 1 1202� NOA-No. 21-0113.10 Expiration Date 12/20/2023 By C/ J Miami -Dade Product Control Z Q n q PIVOT HINGES O 2 n n SEE SHEET 2 FOR CAPACITY w N x Q; Gt LL O �i 'w M, >M 17A 0 IL a + 00E�� o° W >IL Q N l wu) m JOB¢ QtuM N I �m o 00 n '° x � W o n J W w z J So tojF- in a N p o) 1 a Z3� y �mw o 3zt16 a �U W VI o Q w to W I No. 612-2-3- 96ftE�•(y; drawing no. \�,;6�,�•!cIORIDP_��9` W04-51 DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) GLASS TYPES . HINGES LOCKS FRAME WIDTH 'A', 'B' & 'D' C. & 'E' 'F' 'G' & 'H' OPTION '1' '2' & '3' OPTION '1' OPTION '2' FRAME HEIGHT INCHES INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) ELM (+) INT. (-) 37-1/2 70.0 80.0 90.0 90.0 100.0 120.0 70.0 80.0 90.0 90.0 100.0 120.0 70.0 80.a 100.0 120.0 95-3/4 39-5/8 - - 90.0 90.- 100.0 120.0 70.1) 80.0 90.0 1 90.0 100.0 120.0 70.0 80.0 100.0 120.0 LOCK OPTION 1 & 2 FRAME WIDTH Q 'XX' DOORS W D / LOCK OPTION 1 & 2 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) GLASS TYPES HINGES . LOCKS WIDTH A', 'B' & 'D' 'C' & 'E' 'F' 'G' & 'H' OPTTON '1' '2' & '3' OPTION '1' & '3. OPTION '2' FRAME HEIGHT INCHES FRAME INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 71-3/4 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 95-3/4 76 - - 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 HINGES: OPTION 01: THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' (3) HINGES PER LEAF AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1" FH SMS (6) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION 82: FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH 5/16-24 X 1' FH MS (2) PER WING OPTION A3: SERIES 60AT (DR HAHN A701) DIE CAST ALUMINUM HINGE BY 'DR HAHN' (2) HINGES PER LEAF AT 8-1/2" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH D.L. OPENINGS: (2) 5/16-24 X 1' HEX DRIVE FLAT HEAD SCREWS D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS: ME WIDTH LEAF WIDTH DAYLITE OPG. -1/2" 28-11/16' 20-1/16" -1/2" 34-11/16' 26-1/16" -5/8" f5.19",-3/4- 36-13/16" 28-3/16" 28-11/16" 20-1/16 -3/4" 34-11/16' 26-1/16" 76" 36-13/16" 28-3/16" NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: DAYLITE OPG. FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI PROFILE BOTTOM RAIL B2-1/2" So' 71-13/16" 68-1/16' 95-3/4" 93-1/4" 85-1/16" 81-5/16' LOCKING HARDWARE: ACTIVE LEAF: OPTION d1: SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4' FH SMS (2) SCREWS PER BOLT OPTION 42: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) N8-32 X 2" OH MS OPTION R3: 4-POINT MORTICE LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) Q8-32 X 2" OH MS INACTIVE LEAF (FOR USE WITH OPTIONS 1,2 & 3) CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.- MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) PER BOLT WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) HI -RISE SILL = +90.0 PSF (XX DOORS) +100.0 PSF (X DOORS) EXCEPT GLASS TYPES 'G' & 'H' REQUIRE HI -RISE SILL FOR ALL CASES. 3 73A 2.000 O -1 MfTl-1 STD. SILL HI -RISE SILL 0 y 2 a W. c � PRODUCT REVISED as complying with the Florida �- x Building Code NOA-No. 21.0113.101AAYr/i Expiration Date 12120/2023By a Miami -Dade Product Control No. 61223 tea;• � a 4AN y 201i 1 1 �� • � ��®' S��� �- drawing no. W04-51 DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT./IN. FRAME WIDTH INCHES GLASS TYPES W. W. 'D' 'C', 'E' T' 'G' k EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 33 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 36 70.0 80.0 87.0 87.0 87.0 07.0 70.0 80.0 6/10-1/2 39 70.0 80.0 60.3 80.3 80.3 80.3 70.0 80.0 42 7o.0 74.6 74.6 74.6 74.6 74.6 70.0 74.6 33 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 7/0 36 70.0 80.0 87.0 87.0 87.0 87.0 70.0 80.0 39 70.0 80.0 80.3 80.3 80.3 80.0 70.0 8 ).0 33 70.0 80.0 87.6 87.6 90.0 90.0 70.0 80.0 8/0 36 70.0 1 80.0 87.0 87.0 87.0 1 87.0 1 70.0 80.0 D.L. OPENINGS: D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = PANEL WIDTH - 4.000" " H.S. GLASS 3/16" H.S. GLASS 1/8" H.S. GLASS 90" Interlayer .090" Interlayer 090" Interlayer entryGlas Trosifol PVB Trosifol PVB 'kuraray 'Kuraray America, Inc.' By kuraray America, Inc.' By America, Inc. 3/16" H.S. GLASS " HSGLASS 1/8" H.S. GLASS SILICONE )ByDOWSIL 795 a NE SILICONE DOWSIL 795 t_ F_L 795w V Zm I I V N ✓ 0 GLASSTYPE 'A' 1/8" H.S. GLASS .090" Interlayer SVGtl ca, Inc. LASS ONE IL 795 z GLASS TYPE 'B' 1/4" H.S. GLASS .090" Interlayer SentryGlas By 'Xuraray America, Inc. 1/8" H.S. GLASS F SILICONE DOWSIL 795 m z u, s � i i o GLASS TYPE 'C' 1/8" H.S. GLASS .090" Interlayer S%By flClear And Color Glass stman Chemical Co.' /8" H.S. GLASS SILICONE w DOWSIL 795 c z m o 36 rc ¢ w GLASS TYPE 'E' GLASS TYPE 'F' i5 GLASS TYPE 'G' GLAZING OPTIONS WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF HI -RISE SILL = +90.0 PSF 3 7 2.000 1 3AA STD. SILL 8" H.S. GLASS 90" Interlayer rositol PVB 'kuraray America, Inc.' 5/32" H.S. GLASS )8, aSILICONE m DOWSIL 795 N l HI -RISE SILL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS), AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 d N 0= O in 0 = o z � U z J W o �1n n O on M N O Z 3i J 0 3z o Q N W GLASS TYPE 'D' �_ m c 2 ono 3/16" H.S. GLASS c x W S W 090" Interlayer Saflex Clear And Color Glass i o By 'Eastman Chemical Co.' 3/16• H.S. GLASS- c o- SILICONE DOWSIL 795 m PRODUCT REVISED as Complying with the Florida I1Building N k' I z NOA No. 21-0113.10 ii j l Expiration 12/20/2023 e n �Date No. 22 o '• Miami -Dade Product Control 35 -_ _- ' drawing no. W04-51 pq 2021 �� ii�1U 1 1 � ®'. F � Qt/� GLASS TYPE 'H' 7,4TTT.T.T(1N DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES FRAME HEIGHT FT./IN. DOOR TO SIDELITE MULLION SIDELITE TO SIDELITE MULL UNREINFORCED REINFORCED REINFORCED EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 24 27 30 33 36 39 42 6/10-1/2 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 79.2 80.D 90.0 24 27 30 33 36 39 7/0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 77.9 80.0 90.0 18 21 24 27 30 33 36 8/0 71.2 80.0 90.0 67.7 80.0 90.0 64.5 80.0 90.0 61.6 77.7 90.0 58.9 74.4 83.3 56.5 71.3 76.4 54.2 68.5 70.7 27 UNREINFORCED REINFORCED DOOR TO SIDELITE MULUON NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR DOOR/SIDELITE MULLION CHART WILL APPLY TO ENTIRE SYSTEM. Ip SIDELITE WIDTH 39 5/8" MAX' SINGLE (X) DOOR WIDTH 5 L 0 C DOOR FRAME SIDELITE WIDTH WIDTH (Ox� OVERALL FRAME WIDTH n n OVERALL FRAME WIDTH A C /L F / \\Lj B D DOOR SIDELITE FRAME SIDELITE WIDTH WIDTH WIDTH WO OVERALL FRAME WIDTH C A \ D \ B DOOR FRAME SIDELITE SIDELITE WIDTH WIDTH WIDTH lK0 OVERALL FRAME WIDTH C A DOOR DOOR FRAME SIDELITE FRAME WIDTH WIDTH WIDTH ( OX0) ( XOO) ( XOX ) (00x) OVERALL FRAME WIDTH OVERALL FRAME WIDTH n rn n C) \\J E F //G %ii E �S� %ice �//�n \ :% %;� •rf Yi '!i i SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE WIDTH WIDTH WIDTH WIDTH WIDTH t D]U( i ( OXXO ) ( )(XO SIDELITE WIDTH SIDEUTE WIDTH DOORWIDTH SIDELITE SIDELITE DOOR FRAME WIDTH WIDTH WIDTH (XXO) ( OOXX ) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 2"113.10 Expiration Date 12/20/2023 By Miami -Dade Product Control dm 112021 i� � m f a � �a No. tnzz = ® %•' F •Et/: drawing no. \i.`���• ORl.raeC9� W04-51 0 �nlm N N N — w r n m x x m X lZ!rr11 O\ �' .. 0v 0 I -, $m 00,\ N� O oo� O An SON d• FZ=1? L) m N W d, ° IIPo I `.J II I N w W m u 1RI f7 P a Z ° �10 ' A ' a z c7 1/4" MAX. SHIM z� v� on I u v� rn -Ob m N m � m 0 *1 N O Z ti > m� m Z�N9 }m' o'a x y a ei� ro 1 °m $m i m m • p ro lit W rm -z-ia O C No c a NO2. ;lit w 10 < EXTERIOR EXTERIOR a date: 06-10-04 revisions: o no a e escrl lon O £, scale: 3/e' m 1' 05.18.16 HINGE h GLASS OP IONS ADDED K 10.31.16 NO CHANGE THIS SHEET dr. hy: TAR10 L 08.29.17 NO CHANGE THIS SHEET U1 O M 11.27.1. REV. PER PER COMMENTS dhk. by: N 01.11.21 UPDATED TO 2020 FBC mx z0u ZZ OPG. O z ? N W N N N yJ m r x rl `, li �J I 1 47 N N _ w w N W u _ � W N z r W N O<m o 1/4" MAX. m x SHIM SPACE SERIES-3000 ALUM OUTSWING FRENCH DOOR (L.M.I.)J AL-FAROOQ CORPORATION ENGINEERS 8r PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 a E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (C.A.N. 3538) MIAMI, FL. 33142 TEL. (305) 638-5151 FAX. (305) 638-5158 TEL. (305) 264-8100 FAX. (305) 262-6978 COMP-ANL\WO4-51ES' U m 3 w w TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING a EDGE EDIST• _ ___ _ ________ _____ Z STRUCTURE M m % I_ I jIMIAMI-DADE COUNTY APPROVED I� Q F� M W Z (SEE BELOW) 11 MULLION & MULLION ANCHORS I r W 2 IISEE SEPARATE NOA II Q a a I �1L iceE_D_GE___I",10 _ _________ Q w w O8 �LL uvma s w * w < s WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' Q' OR K m c N N \ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O O � ¢ I AND TRANSFER THEM TO THE BUILDING STRUCTURE. N 0 Q W LL N TYPICAL ANCHORS LL W W _ o SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING J /, 10 Q J ,114" DIA. ULTRACON+ BY 'DEWALT' (F.=164 KSI, Fy=146 KSI) Q w m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES- 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) c 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) U h DIRECTLY INTO CONCRETE OR BLOCKS W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) U 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 3 J Uj i 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � (� v~i 0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS ? Q 0) n OR °D INTO METAL STRUCTURES (HEAD/JAMBS) o Z 3 J O (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I o w V. 0 Q J STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) ,�„ Ld r'Oj g (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE o INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. @ALL INTO METAL STRUCTURE = 3/4" MIN. " WOOD AT HEAD OR JAMBS SG = 0.55 MIN. C o w o .85 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. _ x a B a C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. y SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH v m = m WHITE/ALUMINUM COLORED SILICONE. m C " ``I11111F1111/ ' �— // PRODUCT REVISED - No. 23 ascoBuilding yolCydewith the Florida _ NOA-No. 21-0113.10 =-0 " �6t� pp ZOZ� �— Expiration Date 12/20/2023 UrEld 1 1" ��®ate S ��/�� drawing no. By %'��e••.ROR10,.•'C7�\\� I W04-51 Miami -Dade Product Control D.L. OPG. LTYPICAL ANCHORS SEE ELEV. FOR SPACING O OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .96" X 2" X .96" X 1/8" FULL LENGTH STL. CHANNEL (CARBON STEEL TO BE PAINTED OR PLATED) ACTIVE LEAF FRAME uN_ FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS w MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) o Z n n 3 m O Z h N / Z Q2 to Q la CONCEALED FLUSH BOLTS AT 10" FROM EACH END 11 © CONCEALED FLUSH BOLTS a S 6 0' Oj O �.� f U WITH LEVERS ON STILE FACE 72 AT 10' FROM EACH END O w N WITH LEVERS ON INSIDE FACE IL W Q L•' LL O IN -ACTIVE LEAF V >. M 9 Q'QIn °o O ILOaO A 0/y b r, S .Y ¢ Z0 N I QW>LLb ZO a 1 � Q W M / zs O z2 ^ 8 LOCK OPTION d1 � � oG. o o n m WIDTH z n J W 3. is J W EXTERIOR o N C,4 N Z 3i J � 3 POINT LOCK SYSTEM OR O CONCEALED FLUSH BOLTS C' END I w Vi In 4 POINT LOCK SYSTEM 10" FROM EACH 12 WITH WITH LEVERS ON INSIDE FACE w Q W IN -ACTIVE LEAF 0 9 a �4040 0 ACTIVE LEAF 25 IN -ACTIVE LEAF 22 g LOGK OPTIONS 02 & A3 c m d m a m 6 PRODUCT REVISED as complying with the Florida No. 8 23 Building Code NOA-No. 21-0113.10 - ' Ile O Expiration Date 12/20/2023 1i ��®, i ��` drawing no. By li' ����•'••.ftoRI W04-51 Miami -Dade Product Control �i �a�B.v�,,... tr�,�� �u N w TYPICAL ANCHORS N SEE ELEV FOR SPACING 1BY 1/4 MAX' - Z m 3 WOOD BUCK SHIM 0 1/4" MAX. SHIM SPACE 1/4" MAX. SHIM O O f Q f R q a 2 T 5 26 2 WOOD BU IS a I., a U 73 ACTIVE LEAF WOO STRU RE ~ 0 M, — — — 34 7 16 11 — _ 7 V p>m M a 30 0 IL O < rx abApi QWM�N N -So O 31 ZME Q w M w 24 23 29 B 19 34 c 27 21 TYPICAL ANCHORS SEE ELEV. FOR SPACING v°pi HINGE OPTIONS D.L OPG. N TYPICAL ANCHORS SEE ELEV. SEE SHEET 5 0 g METAL FOR SPACING FOR DETAILS LEAF WIDTH STRUCTURE O z n 39-5/8" MAX. FRAME WIDTH J w EXTERIOR LOCK OPTION 1, 2 OR 3 OPTION 1 SHOWN - o Of in V1 N N ( X ) 34 22 j Q h m OPTIONAL TRIM Z � J 0 3zG-o ( 0-0 ) O OPTIONAL REINFORCING SIDELITE TO SIDELITE SEE SHEET 2.2 FOR CAPACITY .96" X 2" X 96 X 1/B" 21 u W " FULL LENGTH STL. CHANNEL (CARBON STEEL TO BE PAINTED OR PLATED) © c_ o rc Uw 3 ACTIVE LEAF 11 22 C r JJ7 O p a 1lI N _ I FAQ%,,, B 34 19 21 PRODUCT REVISED � No 89P23 �� o m as complying with the Florida ( X-0 ) Building Code_— Noa wo. 21.0113.10 ~ 1 2021 �',: �/� drawing no. LOCK OPTION 1, 2 OR 3 Expiration Date 12/20/2023 OPTION 1 SHOWN r ® •. �i•' Op•.•' B :FLO ��; �2��®®�AL W04-51 Miami-0addee Product Control ITEM # PART M QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ES3001-1 1 FRAME HEAD 6063-TG - 2 ES3001-2 2 DOOR FRAME JAM8 6063-T6 - 3 ES3002-1 1 FRAME SILL (STANDARD) 6063-T5 - 3A ES3025 1 FRAME SILL (HI -RISE) 6063-T5 - 4 ES3003-1 AS REQD. SIDELITE ADAPTER 6063-T6 - 5 ES3004 AS REQD. SHEAR PLATE 0 ANCHOR LOCATIONS 6063-T6 3" LONG 6 ES3005-1 2/ LEAF TOP AND BOTTOM RAIL 6063-TS - 6A ES3024 2/ LEAF HI -PROFILE BOTTOM RAIL 6063-T5 - 7 ES3006-1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063-T5 - 8 ES3007-1 1/ LEAF DOOR LEAF - LOCK SIDE 6063-T6 - 9 ES3007-2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063-T6 - 10 ES3008-1 AS REQD. SIDELITE STILE 6063-T5 - 11 FB-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 12 FB-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 13 ES3011 AS REQD. JAMB TRIM 6063-T5 OPTIONAL 14 ES3012 1 SILL COVER 6063-T6 - 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063-T5 - 16 ES3014-1 4/ PANEL PANEL CLAMP 6063-T6 - 17 ES3003-3 3/ LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 17A - 2/ LEAF PIVOT HINGES SEE SHEET 2, MASTER 17B M701 2/ LEAF DR HAHN 2 PIECE HINGE, AT 6" FROM EACH END SEE SHEET 2 19 - - DOOR LOCK (SAVANNAH 2O15L) YALE 20 - - DEAD BOLT LOCK (PREMIER) MVINYL YALE 21 W22321NG AS REQD. FIN -SEAL PILE W'STRIPPING ULTRAFAB 22 ES3020 AS REQD. BULB WEATHERSTRIPPING AT SIDELITE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4"X1 /8-X4-1/4" LONG 24 - AS REQD. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7-7/8" LONG 25 - 2/ LEAF 3/6" DIA. THREADED ROD W/ NUTS STEEL - 26 - AS REQD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 27 - AS REQD. MULLION REINF. CHANNEL (LENGTH = MULL HT. - 10") A36 STEEL - 28 ES4014 AS REQD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 ES4019 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS REQD. 3/8" DIA. X 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 ES4013 AS REQD. WEDGE GASKET SILICONE/EPDM TREMCO 31A ES-3000-GO1 AS REQD. WEDGE GASKET SILICONE/EPDM TREMCO 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063-T5 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1" FH SMS 34 Q/LON AS REQD. DOOR PANEL W'STRIPPING - SCHLEGEL 35 - AS REQD. 1/16 X 1/2- GLAZING TAPE URETHANE SAINT GOBAIN 36 - AS REQD. X 1/2" GLAZING TAPE URETHANE SAINT GOBAIN PRODUCT REVISED as complying with the Florida Building Code NOA-No. 21-0113.10 JAN 112021 ExpirationDate12/20/2023 By L� M12mi-02de Prodaet Control F i - i � n No. B9223 - �r: drawing W04-51 4.000 j�1.779 1.55 2.250 3- .078 W-- 2.016 ( 2O FRAME HEAD/JAMB 1.600 86-={ 6-={.388 TL 1.500J 16 WEATHERSTRIP ADAPTER 4. TOP/BOTTOM RAIL 2..07 1 78 .395 �0 3.350 (� SIDELITE ADAPTER t.tas 4 06275 �I -^i .927 1a SILL COVER 3.350 .078 395 f-2.674- - i SHEAR PLATE ' 1.000 .800 .852 045 � JAMB TRIM (OPTIONAL) 1.112 .250 1.531 PANEL CLAMP z.000 913 1.750 .621 .094 SIDE LITE STILE 4.625 4.000{ .094 '913 � 1.984 590 1.750 1.750 .590 I T .094 I� 4.000--1.�1 913 HINGE STILE 1(8) (9) LOCK STILE/KEEPER STILE 2.125 0.375 0.�125 8 I•� F n 11 5/i6" W. STEEL PIN I O+ Q+ 3.3I75 OO +® II uu I I 3 PIECE HINGE Q HI -PROFILE BOTTOM RAIL 960 1� 125 2.00 0 MULLION REINF. CHANNEL 0 DIE CAST ALUMINUM HINGE 2.163 1.145 .490�� .078 0 .563 I� T- 4.000----I Q FRAME SILL (STD.) tssa 1.145 .062 .56 ` 2.000 +i] 563 .078 4.000 3A FRAME SILL (HI -RISE) 300 I LL v 140 MATERIAL = SILICONE/EPDM Z h m .481 HARDNESS = 70±5 0 n �- W ZN 31 O a W .265 0 b N r _. 160 MATERIAL =SILICONE/EPDM MA dRGm °a Q a O p a~p Q °a Iy K .485 HARDNESS = 70±5 N I. N Q W 7 I. N GLAZING GASKETS JO�a� SCALE 1:1 PIVOT HINGE PRODUCT REVISED as complying with the Florida Building Code Non -No. 21.0113.10 Expiration Date 12/20/2023 illy Miami-Dade Product Control S rild 1 12021 o n o iO U � z J Lu w C o N N 0ola M m 0 n M A I o- w ui LLj F� VCENSF No.111223 a _ _- drawing no. %��''..RORIDP.•' ®�� s •....... _ m�..� W04-51 0 A Z 1—D m A 0 � O D Z IZ1 m L a C o date: 06-10-04 revisions: no a e escrl ion O f. -;N. ,p scale: 3�8' = 1' J 05.18.16 HINGE & GLASS OPTIONS ADDED K 10.31.16 REV. PER RER COMMENTS df. Ey: TARIO L 08.29.17 NO CHANGE THIS SHEET p M 11.27.18 NO CHANGE THIS SHEET chk oy: N 01.11.21 1 UPDATED TO 2020 FSC \\. SERIES-3000 ALUM OUTSWING FRENCH DOOR (L.M.I.) AL-FAROOQ CORPORATION a E.S. WINDOWS, LLC ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (c.n.N. 3538) C MIAMI, FL. 33142 TEL. (305) 264-6100 FAX. (305) 262-6978 TEL (305) 638-5151 FAX. (305) 638-5158 �- COMP-ANL\W04-51ESW