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HomeMy WebLinkAboutProduct Approval (3) M IMAM I•DADE 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) www.miamidade.gov/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, includ iniz th DESCRIPTION: Series"3000" Aluminum Outswing French Doors w/wo Sidelites PR - u swing 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 Iast 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 number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT DATING: 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 W,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#14-0722.13 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No.15-0611.10 Miara•nao> ICurvrY 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/#12-0308.40/9 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 24113.2.1,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. 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(51" 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 conform cc to FBC 2014(5"'Edition)andletter no financial interest, prepared by Al Farooq Corpo dated 05/29/15, signed by Javad Ahmad,P.E. 2. Lab compliance as part of the above re erenc of . 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 3/8" MAX. 76" MAX. �4 u w OVERALL FRAME WIDTH FRAME WIDTH `!f N (4) ANCHORS 35 3/16" 76" MAX, 35 3/16' 73" AT MTG, STILES (4)ANCHORS SIOEUTE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH AT MTG.STILES DOOR OPNG.WIDTH 3 AND MULLION ENDS z 6"MAX. 3" 6 3" 6" 3• SURFACE APPLIED 6"MAX, 3" 6" 3" PIVOT HINGES F n FALSE MUNTINS SEE SHEET 2 `� I HEAD/SILL A / C i r{ MAY BE USED HEAD/SILL C � �� FOR CAPACITY CORNERS �.1 �I I I CORNERS � O Q U IL 71\ u T 0: n \ e E II fILUSH a O w �--- ===TTI-= _—t4B- FLUS ===TI--= _='ur='E_ FLUSH IL Q o N ROLL\ LOCK dPTIONS Q w LOCK OpTS II _ II SEE SHEAT 2 V) SEE SEE SHEET FOR CAPAY N, _° FOR C>PACITY\ 3IPOINT� G '/' IV, �ILOCK - N = -'--= I •-. - =nH 1 / I I \ I I / I I m \ I(I•/ / O Jo II \II / IIm O \yIII i / m z r�i 11 4IFLUSH / II 1 / it illi BOLT Z / ii -' 41 Ill\ I FL SH �t� .X. ____II___ _ II__ _ __l1___ JL_ _ 1 J ryj ____If___ ___y 1__�__ E =__Ir___ ___yr_x-- I B LT 4 II ...I af li it \ FLUSH ii it \ / 5 1n'-0 ,^2 BOLT 3 0, ACTIVE INACTIVE ACTIVE \I11±=NACTIVE z 12" m 12" m� n 29 5 i6" 28 3 16" MAX. 29 5 16" z 28 3 16" z I O / / / $d a: BUTT HINGES / $dam 6 U1 Ir1 D.L. OPG, D.U. OPG. HEAD D.L. OPG. a�8 SEE SHEET 2 D.L.OPG. HEAD �o S u7¢J SILL FOR CAPACITY VAODUCf REVISED SILL O N W r7 33 5/16" 36 13/16" 33 5/16" ea tomoylks Hilh rhe rlodk 0 PANEL WIDTH LEAF WIDTH OXXO ) PANEL WIDTH /S^6L/I•/O ( XX LOCK OPTION #1 OPTION #2 MAX. FRAME AREA NOT TO EXCEED 97.58 SQ. FT. PER FBC 2014 N,� TYPICAL ELEVATIONS M►dMe a 8 TESTED UNITS FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET S. `u n Cal SF.RIES-3000 ALUM OUTSWING FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. DOOR LEAF WIDTH (X) = FRAME WIDTH - 2.8125" SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOOR LEAF WIDTH (XX) = (FRAME WIDTH - 2.375")/2 o N",„ INSTRUCTIONS: DOOR LEAF HEIGHT - FRAME HEIGHT - 2.500" USE CHARTS AS FOLLOWS. SIDELITE PANEL WIDTH = SIDELITE WIDTH - 1.875" ° THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m '> REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY,BLDG.HEIGHT, WIND ZONE THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIRED. 0 4 LOADS TO THE STRUCTURE. JA ��O o STEP 2 FOR SINGLE(%)AND DOUBLE(%X) DOOR CAPACITIES Er9r. CIVIL n � ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SEE SHEEr 2.USE LOWER VALUES FROM GLASS, HINGES,LOCK AND F LA. 2 e EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FRAME SILL OPTIONS USED. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE o E NOT PART OF THIS APPROVAL STEP 3 FOR SIDELITE PANEL(0)CAPACITY SEE SHEET 2.1. a A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S FOR SIDELITE COMBINATION WITH DOOR OR SIDELITE SEE MULLION CAPACITY CHART ON SHEET 2.2. drawing no. COME MATERIALS INTO NCLUDING BUT NOT CONTACT CONTACT WITH OTTHERIMITED TO DISSIMILAR STEEL/METAL SHALLWMEETH THE STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,J 2015 W04-51 REQUIREMENTS OF THE FLORIDA BLDG. CODE. AND 4 SHALL APPLY TO ENTIRE SYSTEM. sheet 1 0( 7 FRAME 0 'X' DOORS 41� -- DESIGN LOAD CAPACITY -PSF (GLASS AND HARDWARE OPTIONS) -- o / GLASS TYPES HINGES LOCKS Z m j J // K FRAME HEI 'A'. 'DC'' & 'D' ' & 'E' 'F' OPTION '1' OPTION '2' OPTION '1' OPTION '2' N INCHES EXT. (F) INT, - EM. (+) INT. (-) EM. (+) INT. (-) EM. (+) INT. (-) EXT.(+) INT. (-) EM. (+) IN, (-) EM. (+) INT. 95-3 4 37-1/2 70.0 M. 0.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 a!O o o \ / 39-5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70,0 80.0 100.0 120.0IL O \ NOTE: V ° LOWEST VALUE SELECTED FROM OPTION WILL APPLY. Q Q a tL °o LOCK OPTION 7 & 2 t- d1 r- Q ro0 FRAME WIDTH Q 3 G 0 'XX' DOORS 1L y m DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) Q / \ GLASS TYPES I HINGES LOCKS �I FRAME HEIGHT FRAME WIDTH 'A', 'B & 'D' 'C' & E. 'F' OPTION '1' 1 OPTION '2' OPTION '1' OPTION '2' INCHES INCHES EM. (+) INT. (-) EXT, (+) INT. (-) EM. (+) INT.(-) EM. (+) INT. (-) EM.(+) INT. (-) EXT. (+) INT. (-) EXT. 95-3/4 71-3/4 70.0 B0.0 90.0 90.0 m. 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 1 90.0 70.0 80.0 90.0 90.0 go \ / HINGES; LOCKING HARDWARE: WATER INrILTRATiON LIMITATIONS: Ll D \ / OPTION H7: ACTIVE OPTION btLEAF: STD. SILL +70.0 PSF(X&%%DOORS)WHERE WATER INFILTRATION RESISTANCE IS REQUIRED U .. .y. LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS c� JJ THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' z J w LL LOCK OPTION 1 &2 AN HINGES PER LEAF AT 11' FROM TOP &BOTTOM a:: AND AT MIDSPAN SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' HI-RISE SILL= +90.0 PSF(X% DOORS) S vi IV)�n FASTENED TO DOOR FRAME AND LEAF WITH AT 45"FROM BOTTOM, KEY OPERATED ON +100.0 PSF(X DOORS) o #10 X 1"FH SMS EXTERIOR AND THUMB TURN ON INTERIOR �" 3r. 0) (6) SCREWS AT FRAME, (5)SCREWS AT LEAF FASTENED TO ACTIVE LEAF LOCK STILE WITH I ❑ M h (2) 1/4-28 %2-1/2°OH MS Z 3 J i° OPTION&2: LEVER TYPE METALLIC HANDLE AT 37" FROM F2.000 S 3 Z tL y BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE 1.500 FACE MOUNT 2 WINO PHOT HINGE BY'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM WITH (2).#8-32 X 1-3/4"PH MS. A 0'j N 4 COVER PLATES, ST.STEEL PIVOTS AND GALV. STEEL a W M g BRUSHES AND SCREWS CONCEALED FLUSH BOLTS BY 'SULLIVAN &ASSOC.' STD, SILL. HI-RISE SILL N (2) HINGES PER LEAF AT 12"FROM TOP & BOTTOM MANUALLY OPERATED LEVERS MOUNTED ON STILE 0 FASTENED TO DOOR FRAME AND LEAF WITH FACE,LOCATED AT 12" FROM TOP AND BOTTOM 5/16-24 X 1'FH MS (2) PER WING FASTENED TO LOCK STILE WITH #8 X 3/4"FH SMS (2) SCREWS PER BOLT D.L. OPENINGS: OPTION &2: 8 0 D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) 3 POINT LOCK SYSTEM BY 'INTERLOCK'AT 39'FROM BOTTOM D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS PRODUCE REVISED D.L.O. WIDTH = LEAF WIDTH - 8.625' caaplyYowNhMeFlnrl& ENGAGING AT HEAD AND SILL �+ KEY OPERATED ON EXTERIOR AND THUMB TURN ON b wlag Code y INTERIOR Accept.oet Nu/ 0%/I•�U rc o & WIDTHS: FASTENED TO ACTIVE LEAF LOCK STILE WITH gWk tkd D.1 (( q LE LEAF WIDTH DAYLITE OPG. (2) #8-32 X 2°OH MSL�w - n n h 28-11/16' 20-1/ifi' hfaw mdo"Mltoi 0 o < n INACTIVE LEAF(FOR USE WITH OPTIONS 1 &2) 34-11/16° 26-1/16°36-13/16• 28-3/16" NATE: CONCEALED FLUSH BOLTS BY'SULLNAN &ASSOC.'lAANUALLY OPERATED LEVERS MOUNTED ON 28-11/16' 20-1/16 DOOR WIDTH AND HEIGHT MUST INSIDE FACE OF LEAF STILE LOCATED ATCOMPLY WITH EGRESS REQUIREMENTS72'FROM TOP AND BOTTOM 34-71/16' 26-1/16' PER FBC WHERE REQUIRED. FASTENED TO LOCK STILE WITH 36-13/16' 28-3/16" En9r.JAVAD AHMAO I)8%3/4°FH SMS (2) PER BOLT CM FIA.CAPEN. 70592 8 0 HEIGIiT9: DAYUTE OPG, STANDARD HI-PROFILE NOTE: FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL GLASS CAPACITIES ON THIS SHEET ARE 82-1/2' 6D° 71-13/16" 68-1/16° BASED ON ASTM E1300-09 (3 SEC. GUSTS) 5drawing no. 95-3/A' 93-I/4' 85-1/16° 81-5/16• AND FLORIDA BUILDING COMMISSION W04-CJS DECLARATORY STATEMENT DCA05-DEC-219 sheet 2of 7 STATIONARY PANEL (0) OR SIDELITES FRAME WIDTH �U w DESIGN LOAD CAPACITY - PSF � N GLASS TYPES a ,A, ,8, ,D. ,C, 'E, ,F, o FRAME HEIGHT FRAME WIDTH WATER INFILTRATION LIMITATIONS: FT./IN. INCHES EXT.(+) INT. (-) EXT. (+) INT.(-) EXT. (+) INT.(-) C E E WHERE WATER INFILTRATION RESISTANCEREQUIRED rL H i 33 70.0 80.0 90.0 90.0 90.0 90,0 LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS ED is 36 70.0 80.0 87.0 87,0 87.0 87.0 STD.SILL= +70.0 PSF d 5 _ •i� 6/10-1/2 HI-RISE SILL= +90.0 PSFO o 0 39 70.0 80.0 80.3 80.3 80.3 80.3 O 0, 0 42 70.0 74.6 74.6 74,6 74.6 74.6 IL 33 70.0 80.0 90.0 90.0 90.0 90.0 1.500 2.000 x a. FF r LW 7/0 36 70.0 80.0 87.0 87.0 87.0 87.0 0, M 39 70.0 80.0 80.3 80,3 80.3 80.0 �r p yt M a 8/0 33 70.0 80.0 87.6 87.8 90.0 90.o STD. SILL HI-RISE SILL p a a Q '� (0) 36 70.0 80.0 87.0 87.0 87.0 87.0 0 - DD aW3� F 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) Q uZi I.1 E D.L.O. WIDTH = PANEL WIDTH - 4.000" c � in J � ro 8 e 3/16' H.S. GLASS 3/16"H.S.GLASS 1/8"H.S. GLASS 1/e" H.S. GLASS = ,090"Interlayer .090"Interlayor 090•'Interlayer .090"Interlayer z o� SontryGlos Butacite PVB Butacite PVB Butacite PVB U 13y 'Kuraroy Americo, Inc. By'Kuraray Americo, Inc.' By'Kuraroy America, Inc.' By'Kuraray America, Inc.' 3/16"H.S.GLASS 3/16"H.S. GLASS 1/8"H.S. GLASS 5/32"H.S. GLASS -1 WElf w SILICONE SILICONE SILICONE s N L)N DOW CORNING 7 5 SILICONE r DOW CORNING 795 w DOW CORNING 795 0 DOW CORNING 795 _ C O rn m Z m '°t M e 11 III I1 y .0 v ¢ J I II I I I II' g L1WM� I, 61 II O 0 0 0 o GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' GLASS TYPE 'D' PgODUCf itEVfSEOJ. 8 �J. ==Ira the Pbolk c $o MnldhllCodo g o o g 1/4" H.S. GLASS Aeeeptmm No LS-_6_61Ut, c w .090"Interlayer 090"Interlayer EitpMxb°Drne SentryGlas SenlryGlas d` + By 'Kuraroy America, Inc.' By 'Kuraray Americo, Inc.' IMrgl P4W rodret�p0y 1/8"H.S.GLASS 1/8"H.S.CLASS SILICONE SILICONE4 a DOW CORNING 795 �,r DOW CORNING 795 21o Z m Z m --0L-L-Y- � u 31 j�Il l r �[a N III Z I Z Engr:JAVAD AHMAD o � o :1 C L I II FLA.PE 70592 \ N. 38 n NOTE: O C GLASS CAPACITIES ON THIS SHEET ARE 5 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Au ' 2015 drawing9 no. GLASS TYPE 'E' GLASS TYPE 'F' AND FLORIDA BUILDING COMMISSION GLAZING OPTIONS DECLARATORY STATEMENT DCA05-DEC-219 W04-51 sheet2,lof 7 OVERALL FRAME W. OVERALL FRAME WIDTH _ OVERALL FRAME WIDTH OVERALL FRAME WIDTH 3 C "U MULLION c a A c a c n y DESIGN LOAD CAPACITY- PSF I DOOR TO SIDELITE TO SIDELITE MULLION SIDELITEMULL SIDELITE WIDTH FRAME HEIGHT UNREINFORCED REINFORCED REINFORCED g /j�; Vii„ y� / j yy, i% % -5% 4� " 5. F a5 ,�� i�• /i / %: ¢i/: // % i \ g n as INCHES FT./IN. EXT.(+)/INT.(-) EM.(+)/INT.(-) EXT.(+)/INL(-) 0 0 24 80.0 80.0 90.0 27 80.0 80.0 90.0 30 80.0 80.0 90.0 \ \ \ \ / 33 6/10-1/2 80.0 80.0 90.0 ❑ \ 0 B D \ D \ B D \\ 6 / O ��77 36 80.0 80.0 87.0 -- mmmz (y¢W M oop 3980.0 80.0 80.3 FRAMESSIULIE YTE SIDELITE DODMSE t.l,.),ILIIF nDTH42 74.6 74.6 74.6 WIDTH WIDTHWIDTH OTHWIDTHH WWW p N W a 24 80.0 80.0 90.0 xD ( oxo ) (COD) (xox) awNo 27 80.0 80.0 90.0 �pX; (00X) 30 7/D Bo.o am 90.0 33 80.0 80.0 90.0 OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH 36 80.0 BO.0 87.0 a C A C A C O 39 80.0 80.0 80.3 N 10 78.9 60.0 90.0 21 74.8 80.0 90.0 E F 24 71.1 80.0 90.0 / \ E 27 8/0 67.9 80.0 90.0 %� /� �i \ i% / '" \ / 4D ii" 30 65.0 80.0 90.0 w U 33 62.4 78.9 90.0 z J 36 60.1 76.0 87.0 B D \ / 0 v n SIDELITE DOOR FRAME �S'I.ILITE DOOR FRAME SIDELITE [ I ]SIDELITE SIDELITE DOOR FRAME WIDTH WIDTH IOTWIDTH WIDTH WIDTH WIDTH WIDTH�jh a .1, r4i �Oxx (oxxo) ((xxoo)) "' �a xx0; (OOXX) WM��" UNREINFORCED REINFORCED REINFORCED DOOR TO SIDELITE MULLION SIDELITE TO SIDELITE MULLION O NOTE: f FOR DOORS CAPACITY SEE SHEET 2 v is +' FOR SIDELITE CAPACITIES SEE SHEET 2.1. q 8 o PRODUCE REV19ED FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE m� w4htbe a w P LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. y - � M►Jd 1'141 MCa�tt81 o ry a SIDELITE WIDTH 39 5/8"MAX. SIDELITE WIDTH SIDELITE WIDTH 39 5/8" MAX, r � SINGLE(X)DOOR WIDTH SINGLE(x) DOOR WIDTH o •i En9r.JAVAD Al MAD CML j u FLA.PE B 70592 eo \ s DAN.3538 " - 5 a � y = 0 0 c Lij Ltd 7 2015 drawing no. P SIDELITE WIDTH I 76" MAX. I FY04_51 DOUBLE (XX) DOOR WIDTH sheel2,2o(7 TYPICAL ANCHORS f SEE ELEVATIONS U � EDGE_DIST._= TY L ANCHORS FOR SPACING flElY WO YFOR E ELEVATIONS WOOD BUCK0 SPACING '�;` EDGE IST}' 1. e. F a Q O � U 21 U ® 1 O 21 IJtR 1 N RIg. 0G Tl SNAPPED 15 22 IN PLACE 15 34 r` 33 iJ 0 H CD 13 a s N 3/4'MIN. BO L T PEN 29 29 u! O 31 31 v OPTIONAL rRIM S b LLJ 2 N U F• W = J U 0W r2 T. °i 1nU) m W N= cp O W O O M oIp Q O p Y I Z b F 0 k k a W W W o k y 31 31 WC t� J_ 2B JO 26 30 �6 g 6 6 1/2"MIN. 5 0 25 THROW BOLT 32 pRODiJCC REVISED o" PENETRATION SNAPPED INTO SILL ,-� — 3A M>Oie1141Ye Flod.A IN PLACE `—�} � 33 �YC� 22 15 34 34 AKeprete 14, .tb y n IC ND0000_ PROFILE B07TDM RAIL hbw hs4ct Courel 2 \ \ 34 APPLICABLE TO STATIONARY O 14 14 AND OPERABLE UNITS rtw J Eagr.JAVAD AHMAD yo HI—RISE FRAME SILL CML i :. 'v. •. °1 a. '' b. .. APPLICABLE TO STATIONARY FLA•PE pp 592 e n c' v o'•° v AND OPERABLE UNITS CAN.3 & So TYPICAL ANCHORS 3/1 X 1_1/2• SEF CELEV.NFOR RSPACING E v 3/16"X I-1/2" SEE ELEV. FOR SPACING EP SLOT WEEP SLOT 2/SILL AT DOORS drawing 1/SILL AT SIDELITES i/SILL AT X OORS g no. Ib EDGE DIST. D DIST. G 1i 12OI.r1 W04-51 STATIONARY UNIT RERABLE UNITS sheet Sof 7 EDGE DIST. TYPICAL ANCHORS 4,U SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING SEE ELEVATIONS Ip n r, FOR SPACING d. m EDGE DIST, o METAL MIAMI-DARE COUNTY APPROVED 2 o STRUCTURE MULLION & MULLION ANCHORS >: o SEE SEPARATE NOA } o EDGE 01ST. I [L 0 3 Cga Di v V VN J J Y V C y1 0 " f WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS O atC¢o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM vii 00 p AND TRANSFER THEM TO THE BUILDING STRUCTURE. a w 3 TYPICAL ANCHORS SEE ELEV.FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q W F O 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, ry-155 RSI) m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) s m o � THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) z n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) U DIRECTLY INTO CONC. OR MASONRY z w 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) Cj 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) to #14 SMS OR-SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") S 3 z INTO METAL STRUCTURES o=n STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 6M� ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) O TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. o INTO WOOD STRUCTURE = 1" MIN. $ P INTO METAL STRUCTURE = 3/4" MIN. o N 8 o rc WOOD AT HEAD OR JAMBS SG o 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH c 3 2 o WHITE/ALUMINUM COLORED SILICONE. 2 0, PRODMr REVISED o 'o Engr:JAVAD AHMAD p tp6Plytg whb the FlorW CMC Its3 FLA.PE 70594 AuepbKt No CAM 538 RsyNtllA byte i !; S s drawing no. G 2 7 201! W04-51 sheet 4 o 7 3 0� F IN IN a 1/4"MAX. d a #10 X 3/4'SMS F CONCEALED FLUSH BOLTS 0 0 0 SHIM 2 O ®6"FROM ENDS O AT 10'FROM EACH END 11 © CONCEALED FLUSH BOLTS 0 w P V & 14"O.C.MAX. WITH LEVERS ON STILE FACE 12 AT 10"FROM EACH END Q Pu 26 WITH LEVERS ON INSIDE FACE O u 13 4 5 '• 13 ACTIVE LEAF TN-ACTIVE LEAF (� O . . O'oTDm o 22 10 16 34 16 9 0 a Q Q S O y 0 T rr 11 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFSMUST BE ENGAGED Q - I! OF HURRICANE WARNING)G PERIODS 3 71a � ei 31 0 25 29 24 23 29 25 � 21 21 22 � vi B �n 17 LOCK OPTION NI a D.L.OPG.lj D.L. OPG. x �n U O SIDELITE PANEL WIDTH LEAF WIDTH JJ z J ril OVERALL FRAME WIDTH EXTERIORo 0 TYPICAL ANCHORS OPTIONAL REINFORCING 3 rn ti SEE ELEV. SEE SHEET 2.2 FOR CAPACITY ( OXXO O t7 n FOR SPACING .96"X 2"X.96"X 1/8" Z 3 J FULL LENGTH STI.CHANNEL .. (STEEL TO BE PAINTED OR PLATED) M G CONCEALED FLUSH BOLTS y U)')Q v 3 POINT LOCK SYSTEM O 12 AT 10"FROM EACH END g W r1 f WITH LEVERS ON INSIDE FACE O IN-ACTIVE LEAF fix+ Z 9 '!fa';:'8 PRODUC f REVFSEO °m o g I w _ __ tl�GIYhK xilh The FlorNM1 - a EM�n}71w LNIe ACTIVE LEAF 25 TN-ACTIVE LEAFo d" ` �.� `• �...�� 22 Mw11Y#It ct Cerhdl v g m n LOCK OPTION 02 •y a o 9 9 ' a O Engr:JAVAD AHMAD i T CMLL C FlA.A353PE A 70592 8 � s 0 drawing no. W04-51 4U,' 05 heet S Y TYPICAL ANCHORS 4,U SEE ELEV. W '� FOR SPACING 1BY 1/4"MAX. .It WOOD BUCK SHIM Z 3 m 1/4"MAX. � 1/4' MAX. SHIM SPACE SHIM 2 O O 2 Q f N a 5 26 U O o 0 • 2 WOOD OU 13 ACTIVE LEAF OR yy�� W00 STRU RE O a 0� v 34 M 0. ro o �aQ El w 31 J Z-V, v 24 23 29 t 9 34 Q�i r1� g TYPICAL ANCHORS O 17 7 SEE ELEV. FOR SPACING ._. TYPICAL ANCHORS D.L.OPG. d SEE ELFV. o `° METAL FOR SPACING LEAF WIDTH o STRUCTURE 39-5/8"MAX. z "' FRAME WIDTH _ J EXTERIOR LOCK OPTION 1 OR 2 J w ( X ) OPTION 1 SHOWN 5 Uj N 0 34 OPTIONAL TRIM M z 3 N o M _ to U)�Q J R3 w M O ( 0-0 ) OPTIONAL REINFORCING SIDELITE TO SIDELITE SEE SHEET 2.2 FOR CAPACITY 96"X 2'X 96"X 1/8" 27 a FULL LENGTH STL.CHANNEL $ a (STEEL TO BE PAINTED OR PLATED) TQ s'o `o_�Wog 4 ACTIVE LEAP 4i F{sT1A1 u 8 11 22 ' I ` ���Y;triCS�flr4! h°o 0 0 0 YO l En9r.JAVAD AHMAD b '1 19 34 21CML 8 FLA.PCM#70592 n C.A.N.3538 a ( X-O ) 8 3 O LOCK OPTION I OR 2 drawing no. OPTION 1 SHOWN W04-51 AUG � tui, shset5.lof 7 ITEM y PART @ QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 ES3001-1 1 FRAME HEAD 6063-T6 - INI 2 E53001-2 2 DOOR FRAME JAMB 6063-T6 d 3 ES3002-1 1 FRAME SILL(STANDARD) 6063-T5 - Z Q 3A ES3025 1 FRAME SILL(HI-RISE) 6063-T5 - C tZ W z 4 ES3003-1 AS READ. SIDELITE ADAPTER 6063-76 - a a 5 ES3004 AS READ. SHEAR PLATE®ANCHOR LOCATIONS 6063-T6 3'LONG O o 0 6 ES3005-1 2/LEAF TOP AND BOTTOM RAIL 6063-T5 - C V 6A ES3024 2/LEAF HI-PROFILE BOTTOM RAIL 6063-T5 - a G 7 ES3006-1 1/LEAF DOOR LEAF JAMB - HINGE SIDE 6063-T5 - 0 �} B ES3007-1 1/LEAF DOOR LEAF - LOCK SIDE 6063-T6 - 0 O M 9 ES3007-2 1/LEAF DOOR LEAF- KEEPER SIDE 6063-T6 - cy M 10 E53008-1 AS READ. SIDELITE STILE 6063-T5 M1 Q QO 11 FB-1202-914 2/LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN &ASSOCIATES 12 1`13-1202-914 2/LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN &ASSOCIATES 13 ES3011 AS REDD. JAMB TRIM 6063-T5 OPtIONAL 14 ES3012 1 SILL COVER 6063-T6 - Q 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063-TS - 16 ES3014-1 4/PANEL PANEL CLAMP 6063-T6 - 17 ES3003-3 3/LEAF I41NGE ASSEMBLY 6063-T6 SEE SHEET 2 i N J 17A - 2/LEAF PIVOT HINGES - SEE SHEET 2 "' I 19 - - DOOR LOCK (SAVANNAH 201SL) - YALE e 20 - - DEAD BOLT LOCK (PREMIER) - YALE s n 21 W22321NG AS READ. FIN-SEAL PILE W'STRIPPING - ULTRAFAB z n 22 ES3020 AS READ. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS JJC) _ 23 - 1/HINGE BINGE REINFORCING BAR ALUMINUM1-i/4'X1/e'X4-1/4"LONG 24 - AS READ. HINGE REINFORCING BAR ALUMINUM 1/8'THK.X 7-7/8'LONG _ 25 - 14 2/LEAF 3/8"DIA.THREADED ROD W/NUTS STEEL - o (n cn O '" 26 - AS REDD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS OO 1 pMj 27 - AS REDD. MULLION REINFORCING CHANNEL A36 STEEL - Z e 28 ES4014 AS REDD. BOTTOM RAIL GLASS STOP NEOPRENE - Z o 29 ES4019 AS REDD. PANEL SILICONE STOP NEOPRENE - I 0vi = 30 - AS REDD. 3/8"DIA. X 1/8'HT. BUMPER SILICONE FRANK LOWE RUBBER CO. g 41 M 31 ES4013 AS REDD. WEDGE GASKET EPDM OU ROMETER 73±3 SHORE A a 32 ES3022 2/STILE FLUSH BOLT BRACKET 6063-T5 - O 33 - 2/BKT. BRACKET INSTALLATION SCREWS - #10 X 1"FH SMS 34 Q/LON AS REDD. DOOR PANEL W'STRIPPING - SCHLEGEL ' 0s o PROOUCFREVISED, v b compkim f5'J%d&Agegftmftsmobaft i SIS^UC1\.gyp e c a r< n N O o N o comfol C Z (q- l Eggf:JAVAO,AHMAD CML j \ 3 FIA.PE 9 7 �i . CAA. 538 � drawing no. G 2 G15 W04-51 sheet 6of 7 y 4.000 2 12 �^-1.779-- 351 I �� .225 1.5L 2.250 •105 0 F L-1�--] 0.312 1 W 1 .078 31 WEDGE GASKET (soALE 1:1) I + sae a 6 42.016 i�-2.12s �- a 1 U Q FRAME HEAD/JAMB [-3,,350- 0FF ° 1.608-�{ n G 2.0 + Oos ccL -2.�7a a 8 F1.500I QW3� G 5/16"DIA, I IL Z = 15 WEATHERSTRIP ADAPTER 05 SHEAR PLATE STEEL PIN I O+ J is J +Q 3.J75 Q W 1.750 1.000 .800 045 (D .07a 1.8 I I g � 4.000 3.500 2.000 I I = N 13 JAMB TRIM (OPTIONAL) L U I 0: I�.sso 1'112 I� 7 3 PIECE HINGE C"E © TOP/BOTTOM RAIL -� 960 0�" nW .250 1.531 -�r II' 2.674 .125nv� 0 `v LJ M .079 395 39 1s PANEL CLAMPL o �0 2.000 MULLION 3.350 913 z7 REINF. CHANNEL 2.16J PRODt)Cratv�seu .590 1.145 n 8 .490 .078MwWtM rbrlAa o m "N Q SIDELITE ADAPTER 1.750 .621 .913 �� +1 -611.10 I 1.145 1.500 0u "�r .094 .062 N q5 .078 SII sz7 10 SIDE LITE STILE 4.00o 0 v _4 6 • a SILL COVER 7 2so Q FRAME SILL (STD.) 5 o 0 a 4.625 7.750 c x- - .913 - 1.954--- qI 0 4.000 ,094 I p 1. C 145 L4i ,062 En9r:�JAVAO .490 _RAO CML -moi i 1.984 590 1.750 I FIA.PE A 70592 o CAN.3538 3538 1.750 .590 -S I � 2.000 4.000--N 563 il $ v 5 drawing.094 - .9131 I 078 g no. 1.7so� L 4.000 I l G 2'1 201ri I W04-51 Q HINGE STILE ®Q LOCK STILE/KEEPER STILE ® HI-PROFILE BOTTOM RAIL ® FRAME SILL (HI-RISE) sheetg,lof 7 D m O \ O z Z \ m b m 2� .Z7 N m 0 O �o Z m m rrt 0 D D 71 \ m '\ O N�3o D Pi O N ti m j N O (J CT1 Q�0! n ems: 08-10_04 revisions: SERIES-3000 ALUM OU1S{YING FRENCH DOOR(I-M.I.) AL-FAROOQ CORPORATION a . 'o re a e escn ion ENGINEERS�PRODUCT DEVELOPMENT scale: 3/8"a 1' F 03.12.10 ftEV.PER ecco WM.ENM E.S. WINDOWS, LLC v 12355.W.87 AVE 0 ,0 G 02.24.12 NO CHANGE THIS SHEEP 3550 N.W. 49 STREET MIAMI,FLORIDA 33174 I �•�r� HAInIO H 0522.12 uPanlEu to 2014 rac MIAMI, FL. 33142 TEL(305)26481003 FAX.(305)2626978 C' —+ P el+k.by: I OR27.t5 REV.PER REft COMAIENSS TeL (305) 638-5151' FAX (305)838-5158 COMP—ANL\W04-51 ESW