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HomeMy WebLinkAboutNOA # 15-0611.10M IAM I -DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.mlamidade.$ov/economy E.S. Windows, LLC 10653 N.E. Quaybridge Ct. Miami, FL 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 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 I, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on AUG 27, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance member 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 for doors, 2.1 for single sidelite and sheet 2.2 for doors with sidelites options with in 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 f12, 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 distr' u s shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #14-0722.13 and consists of this page 1 and evidence pages E-1, 1 p o 1 document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. . NOA No. 15-0611.10 Expiration Date: September 16, 2019 Approval Date: September 03, 2015 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file referenced below) 2. Drawing No. W04-51 Rev I, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on AUG 27, 2015, signed and seated by Javad Ahmad, P.E. B. TESTS (submitted under files #14-0722.13/#12-0308.40/# 09-1217.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94( 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 10/01109, 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. 2. 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 file # 09-0825.04). C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014 (5t' Edition), prepared by Al Farooq Corporation, dated 06/01/15 signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass O Interlayer", expiring on 07/4/17. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16 F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511.Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/29/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA 912-0308.40, expiring September 16, 2019. 2. Test proposal No(s) #09-0225 dated 06/17/09, # 06-0411 dated 07/31/07 & 02/06/06 approved by BCCO. 3 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) respectively. Ishaq I. Chanda, P.E. Product Control Examiner NOA No.15-0611.10 Expiration Date: September 16, 2019 Approval Date: September 03, 2015 E-1 146 3/e" MAX. OVERALL FRAME WIDTH (4) ANCHORS AT MTG. STILES 35 3/16" 76" MAX. 35 3/16" AND MULLION ENDS SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH MAX. HEAD/SILL 3" 6" 3" y� 6" COO RNERS A' �� ` I /I I Y LUSH - 7 H FBLOZL1I5\ - - TI - IftII� �HIINI IIFIII \PT' U --f-=/ � O LOCKOF-it SEE SHEET ----'THiIInnIIIII IN FOR C"CITY\ III I O ____ "TTIt II ______J /S J it \1QFLUSH c II II I BOLT_ I // � / II \ Ii II \ FLUSH LINACTIWVEZD 76" MAX. N FRAME WIDTH III �Y a (4) ANCHORS AT MTG. STILES 73" Z m j DOOR OPNG. WIDTH SURFACE APPLIED 6" MAX, FALSE MUNTINS HEAD/SILL 3" 6" 3" PIVOT HINGES SEE SHEET 2 0 WW� eV F H Z a MAY DE USED CORNERS C�� FOR CAPACITY 9 C 6 0 / I O � U a � � O� a V R aW2 1 FLT:ISH BOL1\ Q d a Q 0 \ 0� oJ O /ill I LOCK 6PTIONSSEE a W 3 LL N - i1 =aF==== I J2 FOR SCAPAAC 2 j Z-u, N F, L4 3 I DINT LOCKto I ZZ 2 I' QQ n 41 -==aF=k== FL�S/H I- Q Y M ACTIVE ACTIVE \ INACTIVE n ! I ' g Z IJi @ 1z" mew 12" i j M 3 z o 29 5/16" 28 3/16" --- MAX• 29 5/16" sd¢ BUR HINGESL 28 3/16" MNt•� to 0 g D.L. OPG. D.L. OPG. SEAD D.L. OPG. r; SEE SHEET 2 D.L. OPG. SIELL 'D $ S UI M FOR CAPACITY ►RODUCf REVISED I^ 33 5/16" 36 13/16" 33 5/16" la to oyhtwilb40Fbdti, O PANEL WIDTH LEAF WIDTH PANEL WIDTH ( ) ( oxxo) A�No IS-a6/ /� xX LOCK OPTION #1 �'Nt�1Qi1tCK OPTION #2 MAX. FRAME AREA NOT TO EXCEED 97.58 SQ. FT. PER FBC 2014 N; �:�A_ pv1-I'� s � i 'TYPICAL ELEVATIONS I�►dPh* �a.nal o a TESTED UNITS FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SERIES-3000 ALUM OUTSWING FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: USE CHARTS AS FOLLOWS. 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. SEE DETAIL G ON SHEET 5. n DOOR LEAF WIDTH (X) = FRAME WIDTH — 2.8125" DOOR LEAF WIDTH (XX) = (FRAME WIDTH — 2.375')/2 v p 9 N N DOOR LEAF HEIGHT = FRAME HEIGHT — 2.500' c SIDELITE PANEL WIDTH =SIDELITE WIDTH — 1.875" 'y R - THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. c o SHUTTERS ARE NOT REQUIRED. e 4 Engr. JAVAO AHMAD CIVIL 0 FLA. 70592 c AN. 36 O dW04-51 AU 2015 sheet 1 of _7 FRAMC F J Al LO LOCK OPTION 1 & 2 FRAME WIDTH C D / LOCK OPTION 1 & 2 'X' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS GLASS TYPES I HINGES LOCKS FRAME HEIGHT FRAME WIDTH 'A', 'B' & 'D' C. & 'E' T' OPTION 'I' OPTION '2' OPTION '1' OPTION '2' INCHES INCHES EXT. (+) INT, (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 95-3/4 37-1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 39-5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70,0 90.0 100.0 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 'XX' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) GLASS TYPES HINGES LOCKS FRAME HEIGHT FRAME WIDTH 'A', 'B' & 'D' 'C' & 'E' 'F' OPTION '1' OPTION '2' OPTION '1' OPTION '2' INCHES INCHES EXL (+} INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EM. (+) INT. (-) EXT. EXT. (+) INT. (-) 95-3/4 71-3/4 70.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 76 - - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 I90.0 70.0 80.0 90.0 90.0 HINGES: OPTION 91: 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 B2: 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 D.L. OPENINGS: D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. GOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE HOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS: FRAME WIDTH LEAF WIDTH DAYLITE OPG. 31-1/2' 28-11/16' 20-1/16" 37-1/2' 34-11/16' 26-1/16" 39-5/8" 36-13/16' 28-3/16" 59-3/4' 28-11/16" 20-1/16 71-3/4' 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: DAYUTE OPG. STANDARD HI -PROFILE FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL 82-1/2' 80' 71-13/16" 68-1/16' 95-3/4' 93-1/4' 85-1/18" 81-5/16' LOCKING HARDWARE: ACTIVE LEAF: OPTION 41: SURFACE MOUNT DEAD BOLT LOCK BY 'YALV 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 R2: . 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) 88-32 X 2" OH MS INACTIVE LEAF (FOR USE WITH OPTIONS 1 & 2) 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 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 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) I 0 -4 J STD. SILL HI -RISE SILL FLA. PE CAN. PRODUC IT REVISED u camplyM{whh the Find& Ac�ceMgiueCe14. /�-0"/1-A, Expbu o Date--qjjkgl7 - Afi�ll IM/ raNet CeNtnl o � 3 g t v° drowing no. W04-51 STATIONARY PANEL (0) OR SIDELITES FRAMa = E E w iif e ( 0 ) DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT./IN. FRAME WIDTH INCHES GLASS TYPES 'A', 'D', V 'C', 'E' 'P' EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 33 70.0 80.0 90.0 90.0 90.0 90.0 6/10-1/2 36 70.0 80.0 B7.0 87.0 87.0 87.0 39 70.0 80.0 80.3 80.3 80.3 80.3 42 70.0 74.6 74.6 74.6 74.6 74.6 33 70.0 80.0 90.0 90.0 9D.0 90.0 7/0 36 70.0 87.0 87.0 87.0 87.0 39 70.0 �80.0 0 80.3 80.3 60.3 80.0 33 70.0 0 87.6 87.6 90.090.036 8/0 70.0 0 87.0 87.0 87.0 87.0 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" 6" H.S. GLASS .090" Interlayer -SentryGlos By 'Kuroray Americo, Inc: \3/16",,5,H GLASS SILICONEaOW CORNING 795 Z z III � GLASS TYPE 'A' 1/8" H.S. GLASS .090' Interlayer SenlryClos �Ry 'Kuraroy America, Inc. GLASS GLASS TYPE 'E' 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 1.500 STD. SILL NI -RISE SILL 5' H.S. GLASS 1/8' H.S. GLASS 1/8" H.S. CLASS 090' Interloyor 090" Interlayer .090" Interlayer Butocite PVB Bulocite PVB Butacito PVB By 'Kuroray Americo, Inc.' By 'Kuroray America, Inc.' By 'Kuroray America, Inc.' 3/16" H.S. GLASS 1/8" H.S. GLASS 5/32' H.S. GLASS SILICONE SILICONE SILICONE DOW CORNING 795 r DOW CORNING 795 DOW CORNING 795 � f v� it � IlNrrg�� II r o i coo 31 f q I I r� 31 N�I'I I N III II ` � lil II GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' 1/4' H.S. GLASS .090' Interlayer SentryGlae By 'Kuroray Americo, Inc: 1/B" H.S. GLASS SILICONE 795 F k W CORNING 795 Z m g al GLASS TYPE 'F' GLAZING OPTIONS C L FLA. PE 70592 N. 38 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AU ' ZQ15 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ►RODUC P ItEvim coupbt uft Ife now E caphkm Dl�l�q� NOW ICI& uroh"C WM q $ I o drawing no. W04-51 sheet 2.lof 7 DESIGN LOAD CAPACITY - PSF SIDEUTE WIDTH INCHES FRAME HEIGHT FT./IN. DOOR TO SIDELITE MULLION SIDELITE TO SIDELITE MULL UNREINFORCED REINFORCED REINFORCED EXr.(+)/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 87.0 80.0 80.0 80.3 74.6 74.6 74.6 24 27 30 33 36 39 7/0 80.0 80.0 90.0 80.0 60.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 87.0 80.0 80.0 80.3 16 21 24 27 30 33 36 8/0 78.9 80.0 90.0 74.8 80.0 90.0 71.1 80.0 1 90.0 67.9 80.0 90.0 65.0 80.0 90.0 02.4 78.9 90.0 60.1 76.0 87.0 J v UNREINFORCED, REINFORCED DOOR TO SIDELrrE MULLIO _. OVERALL FRAME W. OVERALL FRAME WIDTH OVERALL FRAME WIDTH n (A)n n An OVERALL FRAME WIDTH (� 3 C A �� E^i jD \ D D D \ D \III 8 8 / DOOR FRAME SIDELITE WIDTH WIbTH (XO) Ox OVERALL FRAME WIDTH SIDELITE WIDTH DOOR FRAME WIDTH DOOR S_[__IDELITE FRAME WIDTH WIDTH OVERALL FRAME WIDTH SIDEUTE DOOR SIDELITE FRAME SIDELITE WIDTH WIDTH (XOX) OVERALL FRAME WIDTH DOOR FRAME WIDTH Q 1 Q 4 0 Q dl C O N Y.LLI 9Lo J tZ7Z NM Q_ J�u a W ~ r (OXO) (X0000X) ) o© I An n rnA no r E F \\J //0 E(D- u© \/ REINFORCED SIOELRE TO SIDELITE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SDEL TE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SIDELITE DOOR FRAME I SIDELITE I DOOR FRAME SIDEUTE WIDTH WIDTH WIDTH WIDTH WIDTH _ XXO 3 ( OXXO ) DEUTE WIDTH SIDELITE WIDTH 39 5/8- MAX. SINGLE (X) DOOR WIDTH ' SIDELITE I SIDELITE DOOR FRAME WIDTH WIDTH WIDTH ( XXOD ) ( OOXx ) Z015 PRODUCf REVISED aaiulbowNYUeF " baw"coft AaepMNo- Eyi.tNw Dne 1 ` M►JdAW MCeMOf xawing no. W04-51 z O MAX. Z A � O�� i .4m Fz0 EXTERIOR EXTERIOR EXTERIOR escrl ion F 03.12.10 REV. PER 9 0 comm G 0224.12 N0 CHANGE TICS SHEET H 05.29.15 UPDATED 70 2014 FHC I 08.27.15 REV. PER RER CANNENni ,Lm t4 '4 ma�' V L� N per z>g moo= 1 /4- MAX. N z �u O of s� •i �. i''' �? mo n ° �• omXg m A �, I iv .'.1• CNN u w w 1/4' MAX, m x SERIES -WOO ALUM OUTSWPIG FRENCH DOOR (01) AL-FAROOQ CORPORATION a E.S. WINDOWS, LLC ENGINEERS a, PRODUCT DEVELOPMENT 1=5 S.W. 87 AVE r r 3550 N.W. 49 STREET MIAMI, FLORIDA 33174 c MIAMI, FL. 33142 TEL I3 638-5151 FAX. (305) 638-5158 TEL (305) 2648100 FAX. (305) 2624978 COMP-ANL\WO4-51 ESW , EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING �� N y SEE ELEVATIONS FOR SPACING 0 EDGE DIST. Z g? 3 o METAL �MIAMI-DADE COUNTY APPROVED 0 b STRUCTURE MULLION & MULLION ANCHORS t� SEE SEPARATE NOA q la 03 £OGE DIST. 0. 6 �o o� Iwo-, I � a N N WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOO0�T WS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM cc 0 4 O0 o a AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS uQ 2 U) SEE ELEV. FOR SPACING In TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q 0 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 0 00 THRU 1BY BUCKS INTO CONC. OR MASONRY $ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) v DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) N 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o N O�M� #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 8 3 z , INTO METAL STRUCTURES ' o STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) Lin ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) v (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. y INTO WOOD STRUCTURE = 1" MIN. " INTO METAL STRUCTURE = 3/4" MIN. kgd WOOD AT HEAD OR JAMBS SG = 0.55 MIN. F W g CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o WHITE/ALUMINUM COLORED SILICONE. 0 rTtooucraevlseu En9r. JAVAD AHMAD as yftwhbtbcFlorW c 'r FLA. ML 70592� No 1 `' b '$ n CANPE538 Cs�11wM Date t1i. i#r�r cowrbl o drowing no. G 2 i 201! W04-51 sheet 4 of 7 1/4" MAX' SHIM - � #10 X 3/4" SMS O CONCEALED FLUSH BOLTS 2 O ® C FROM ENDS AT 10' FROM EACH END 11 © CONCEALED FLUSH BOLTS & 14" O.C. MAX. WITH LEVERS ON STILE FACE 12 AT 10" FROM EACH END 13 4 26 WITH LEVERS ON INSIDE FACE S• t3 ACTIVE LEAF IN -ACTIVE LEAF :. 7 9 - 2 10 16 3M1 16 � � m - \ � / e' 31 22 8 LOCK OPTION 11 EXTERIOR TYPICAL ANCHORS OPTIONAL REINFORCING SEE ELEV. SEE SHEET 2.2 FOR CAPACITY Qxxo FOR SPACINGL.96- X 2- X .96" X 1/8" FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) © CONCEALED FLUSH BOLTS 3 POINT LOCK SYSTEM 12 AT 10" FROM EACH END WITH LEVERS ON INSIDE FACE IN -ACTIVE LEAF ACTIVE LEAF I 22 U IN -ACTIVE LEAF (1J 8 LOCK OPTIONS A Z 43 0 ry 1 G 0° 0 O', O 0t v° m o In C 0 0- O (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS Q w 3 MUST BE ENGAGED DURING PER OD u, z u - a OF HURRICANE WARNING aSimi '0 Ju m N � m g m x in 0 Z M w 0 Uj cq Q 0) M N C3 Z e �2: g W M �. ►KODUC r R!l1 im nbtlit mAin with the nft An�oteNo Ir_, -e gr: JAVAD AHMAD c CIVIL FIA. PE Q 70592 I n CAN 3539 S a O drawing no. W04-51 A� Z0 15 sheet 5 oT 7 EDGE DIST. om4 �msR as A� L�yf�11 O r m � C Z Z p S p I � A to 9 n , m Om� xm_g O O O y I m C n A \ I � � 2 N RI N _ A V W W A V, � - V O A (v I O I m x m m o y O o I+ � py 9 Z-IS l Z Ny OX Pi„ V z D a �o D, m m Oc O' N I W I zo I A O pR zp -� Nz v o+ N A 2 2 I EON Ox \ _ N N O _ Zp p vv{{ o Am O 2 N In m EDGE DIST. c p yr� c z g m x o 0 zz D A 0 rn w4�s N O o3 mU N O m m O Op O m m C rn m a dote: 06-10 04 revisions: SERIES-3000 ALUM OUiSN1NG FRENCH DOOR (I-M.I.) AL-FAROOQ CORPORATION a m o no date ENGINEERS & PRODUCT DEVELOPMENT ^ O £ style: 3/e 1•E S. WINDOWS, LLC 1235 S.W. 87 AVE f 3550 N.W. 49 STREET MIAMI, FLORIDA 33174 C T [jt c xnuD MIAMI, FL. 33142 TEL. (305) 264-=00 FAX (305) 262.6978 o chk. by: TEL (305) 638-5151 FAX. (305) 638-5158 COMP-ANL WO4-51 ESN escrl Ion F REV. PEiIBCCO COMMENTS!60 224.f2 NO CHANGE THIS SHEEP H 05.29.15 UPDATED TO 2D16 FBC I 08.27.15 REV. PER RER COMYEN75 3 O q / W J Qa a �ri o O O V 4 O LL n ,� pa IW� a RTm g OD,ao.l 0 c^oa aLL� a O m J I m J W 1 o ()Vl j'04 � n N Q d n Z3�e 3z1io ` 3 � Ln J g Liles¢ M w O As w o rc U F' OM r R6vISF d S bi�� th 17aridi 1S-6C1\.Ip o � b� h�w1r- 9 "� o I d C LL U 2- O Engr: VAD AHMAD 0 o ° CML j FlA PE 9 70592 u CAN. 538 O drawing no. W04-51 G 2 015 sheet 6of 7 ITEM � PART � QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 ES3001-1 1 FRAME HEAD 6063-T6 - 2 ES3001-2 2 DOOR FRAME JAMB 6063-T6 3 ES3002-1 1 FRAME SILL (SFANDARD) 6063-TS - 3A E53025 1 FRAME SILL (HI -RISE) 6063-TS - 4 ESJ003-1 AS REOD. SIDELITE ADAPTER 6063-T6 - 8 ES3004 AS READ. SHEAR PLATE ®ANCHOR LOCATIONS 6063-T6 3' LONG 8 E53005-1 2/ LEAF TOP AND BOITOM RAIL 6063-TS - 6A ES3024 2/ LEAF HI -PROFILE BOTTOM RAIL 6063-TS - 7 ES3006-1 1/ LEAF DOOR LEAF JAMB -HINGE SIDE 6063-TS - B ES3007-1 1/ LEAF DOOR LEAF -LOCK SIDE 6063-T6 - 9 E53007-2 1/ LEAF DOOR LEAF -KEEPER SIDE 6063-T6 - 10 E53008-1 AS REOD. SIDELITE STILE 6063-TS - 11 FB-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULWAN Ec ASSOCIATES 12 FB-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN &ASSOCIATES 13 ES3011 AS RE00, JAMB TRIM 6063-T5 OPTIONAL 14 E53012 1 SILL COVER 6063-76 - 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063-TS - 16 ES3014-1 4/ PANEL PANEL CLAMP 6063-T6 - 17 E53003-3 3/ LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 17A - 2/ LEAF PIVOT HINGES - SEE SHEET 2 19 - - DOOR LOCK (SAVANNAH 2O15L) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321 NG AS REOD. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 22 ES3020 AS REOD. BULB WEATHERSTRIPPING VINYL AT SIDELRE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4"X1/8'X4-1/4" LONG 24 - AS READ. 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 REOD. FRAME ASSY. SCREWS - })10 PAN HEAD SMS 27 - AS REOD. MULLION REINFORCING CHANNEL A36 STEEL - 28 E54014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 ES4019 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS READ. 3/8" DIA. % 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 ES4013 AS REOD. WEDGE GASKET EPDM OUROMETER 73t3 SHORE A 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063-T5 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1' FH SMS 34 0/LON AS REOD. DOOR PANEL W'STRIPPING - SCHIECEL 1.500 .Y- 4.000 1.779 2.2511 .361 I� .105 3t WEDGE GASKET (50ALE io) *2,1,25 7522 0.312 I + sae h-2.125 � 2.0 Ll I I 5/16" DIA. I 0 STEEL PIN I ( +O 3.375 I � ® I I � 2'0U O flUJJ 17 3 PIECE HINGE _ Z O 4� O IL J a� a o d 0.. Q d1 ODE LL 3 � a -� v t4,t4 M g C 076 I I�-2.016 Qi Qz FRAME HEAD/JAMB 3.350 r-n k�- 395 2 674 - Q SHEAR PLATE ,.60.0781 8 i I .061 .388 �rl+ 1.500 15 WEATHERSTRIP ADAPTER 1.750 � -"1 .me 4.000 3.500 .913 I I�.sso © TOP/BOTTOM RAIL � �1.000� eQDo-� 045 -al i3 JAMB TRIM (OPTIONAL) v o c=i z J v p Z � W y m m w a m V3 m 3 'O � Q j M < FW ,'t12 -� .250J:: 1.531 is PANEL CLAMP .960 .125 2.000 2.674 076 .395 -2.000 9t3 1.750 •621 1�4 10 SIDE LITE STILE 8 0 o o m a o N 0 Illk--- 3.350 ® SIDELITE ADAPTER MULLION 27 REINF. CHANNEL 2.163� ..►8(�p�)C�Atmw 1.145 .490 .078 W PbdCs 1.500 SOYA 11 .563 _y. C7•h61 Q FRAME SILL (STD.) 1.9541 .062 1.145 Engr::JAVAD AHWAD CML FIA. PE 170592 �r CAN. �3538 .56 2.000 T- .078 4.000 l G Z 7 20o, 3A FRAME SILL (HI -RISE) 7.250 6A .590 .078 .913 7.750 1.145 .062 a75 -�-� to SILL COVER R o 2 4.625 .094 913 T;l I.49D 1.984 .590 t.750 x _ 4.000•---1 1.750 .094 .913 h^ Q HINGE STILE q o •• S 1 n ti 1 � 3 ;3 � �� 4.000 @ Q LOCK STILE/KEEPER STILE HI -PROFILE BOTTOM drawing no. W04-51 sheetg,lof 7 RAIL 0 0 0 .z Z ;o � ie i' a rn • v o z z R1 rill Ma 8 a epee: 06-lo-oa revis'ons: (SERIES-3000 ALUM OUWING FRENCH DOOR (I-M.I.) AL-FAR,O CORPORATION a a no toe eSCn ion ENGINEERS&PRODUCT DEVELOPMENT O seek; s�6• _ 1• F 0J.12.1, REV. PER BCCO COMMENTS E.S. WINDOWS, LLC 12355.W. 87 AVE f -P G 02.24.12 NO CHANGE THIS SHEET 3550 N.W. 49 STREET MIAMI, FLORIDA 332.74 I 4<• bY: HAMID H 0529AS UPDATED TO 2014 MC MIAMI, FL 33142 TE1_(306) 2648100 FAX.(305) 2626978 CJl c �k. oe zT.ls REV. PER aEa caNNENTs TEL (305) 638-5151FAX. (305) 638-5158 C0UP-ANC\WO;-51ES