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HomeMy WebLinkAboutProduct Approval (4) IE MIAMI•DADE COPY MIAMI DADE COUNTY F1 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 NO CCEPTANCE OA RECEIVED www.miamidade.gov/economv a3550 Windows,LLC S E P 3 2019 N.W.49`� Streetmi,FL 33142 _DST. Lucie County, Permitting PE: 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 roduct is approved as i:DragwingNo. ,and has been designed to comply with the Florida Building Code, mclu mg the High Velocity DESCRIPTION: Series"3Outswin French Doors w/wo Sidelites W 44-51 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.,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 ft,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#17-1114.03 and consists of this page 1 and evidence pages E- - - s approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.17-1226.11 MIAMI•DADE COUNTY Expiration Date: December 20,2023 Approval Date: December 27,2018 .C�t`� Page 1 E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. 'dence submitted in previous files A DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file referenced below) 2. Drawing No.W04-51 Rev K,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 NOV 09,2016, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under#17-114.03/#16-0316.06/#15-0611.10/#14-0722.131#12-0308.04/#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/ Sidelite (OXO,prepared by Intertek/Architectural Testing,Inc.,No.F2673.01450-18,dated 11/16/15,signed and sealed by Joseph A.Reed,.P.E. 2. . Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(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. (submitted under files#15-0611.10/#14'- 0722.13/#1,2-0308.40) 3. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s)-FTL-3947&.FT-L-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 (51h Edition),prepared by Al Farooq Corporation,dated 08/01/16signed 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). 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®Interlayer",expiring on 07/4/17.. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. D t emours&Co.,Inc.)-for"Kuraray Butacite PVB Interlayer",exp' ' 1/16. A— haq I.Chanda,P.E. Product Control Examiner NOA No.17-1226.11 Expiration Date: December 20,2023 Approval Date: December 27,2018 E-1 ;;, r E.S.Wind o LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition)and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/01/16,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#16-0316.06,expiring December' 16,201.7. 2. Statement letter dated 11/09/16 issued by ES windows,LLC requesting one year conditional approval until completion of the test proposal# 16-0940 and agree to remedial action, should the test is unsuccessful,signed by Samir Sabagh(Engineer-ES) 3. Test proposal No(s)#16-0940,#09-0225 dated 06/17/09,#06-0411 dated 07/31/07& 02/06/06 approved by BCCO. 4. 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. 2: Evidence submitted in previous file#17-1114.03. A. DRAWINGS 1. None. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-4916.11 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours&Co.,Inc.)for the"Sentry Glass.0 Interlayer",expiring on 07/4/18. I Notice of Acceptance No. 16-117.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours&Co.,Inc.for the"Kuraray Trofosil Ultra clear and color PVB Interlayer (Former Kuraray Butacite 0 PVB interlayer)",expiring on 07/08/19. E. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition),FBC 2017(61h Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 08/01/16, signed and sealed by Javad Ahmad,P.E. , OTHER 1. This NOA renews NOA#16-0316.06 for one year,expiring 12/16/18. 1. New Evidence submitted 'A. DRAWINGS 1. Drawing No.W04-51.Rev M,titled"series-3000 Alum Outswing French Doors(LMI)",sheets 1, , 2.1,2.2 through 5,5.1, 6,6.1 and 7 of 7,prepared by Al-Farooq Corporation,dated 06-10-04 an ast revised on DEC 05,2018,signed and seated by Javad Ahmad,P.E. ate- 7sbagq L Chanda,P.E. Product Control Examiner NOA No.17-1226.11 Expiration Date: December 20,•2023 Approval Date: December 27,2018 E-2 E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted(continue) B. TEST 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 Single and double doors outswing French door w/Sidelite(OXX),prepared by Blackwater Testing, Inc.,No.BT-ESW7-16- 011,dated 03/16/17, signed and sealed by Constantin Bortes,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2017 (61 Edition),prepared by Al Farooq Corporation,dated 09/15/17, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours&Co., Inc.)for the"Sentry Glass®Interlayer", expiring on 07/4/23. 2. Notice of Acceptance No. 16-117.01 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours&Co.,Inc. for the"Kuraray Trofosil Ultra clear and color PVB Interlayer (Former Kuraray Butacite®PVB interlayer)", expiring on 07/08/19. E. STATEMENTS 1. Statement letter of conf6rmance 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. F. OTHER 1. This NOA revises and renews NOA#17-1114.03,expiring 12/16/23. Is aq L Chanda,P.E. Product Control Examiner NOA No.17-1226.11 Expiration Date: December 20,-2023 Approval Date: December 27,2018 E-3 146 3/8" MAX. 76" MAX. OVERALL FRAME WIDTH FRAME WIDTH u _ (4)ANCHORS 35 3/16• 76• MAX, 35 3/16' 73• n (4) ANCHORS AND AMULLION ENDS SIDELfTE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH AT MTG. STILES DOOR OPNG. WIDTH z m i 6" 3• 6" 3° PIVOT HINGES 6" MAX. 3° 6" 3" 3° SURFACE APPLIED 6"MAX. zd HEAD/SILL , __`\` \� FALSE MUNE HEAD/SILL �___L \ SEE SHEET 2 CORNERS A C' / �I MAY BE USED CORNERS G '� I_ FOR CAPACITY Q 4 FI a Qn C 0�Z_a U °IL LUSH / \ t7 ii E 17==I,TeLL�z= BFLaSH ===n-_ 17 = BOHLT\ 17 0&o 0 F U G \ I UU G \ 00�� LOCK CIPTIONS AZO a II � _= 1t n I SEE SHEET 2 LOCK OPTIO S ===1F==== --E=a1====== I FOR CAPACgY IL Z N o SEE SHEET 2 FOR ACITY\ 1 3 1p DINT LOCK j % Q b m f , _ / a • W \ la e) // _----IIY -_ /� __ 11y%--_ • W Iq2, _ m Ci ____ li____ \jr_____ kFLUSHIt / � U BOLTFLyd II it I JJ LL LL\ JJ BOLTH z J w FLUSH ii 6 D } / FLLT ; D \ i / o to Inv Z ACTIVE /'\' . INAcnvE ACTIVE I INACTIVE C3 rMi 12" mr3t BUTT HINGES 12m(� 'S Z 28 3/16' ` 29 5/1 SEE SHEET 2 26 3/16" • D.L OPG. D.L. OPG. Lg D.L. OPG. io FOR CAPACITY D.L OPG. - SILLD tO N <v W 33 5/16• 36 13/16" DR HAHN 2 PIECE HINGES M ( OXXO 33 5/16• -SEE SHEET 2 XX O PANEL LEA WIDTH F WIDTH LOCK OPTION #1 PANEL WIDTH FOR CAPACITY LOCK OPTION #2 B _ MAX. FRAME AREA NOT TO EXCEED 97.58 SQ. FT. PER FBC 2014 0 SERIES-3000 ALUM OUTSWING FRENCH DOOR TYPICAL ELEVATIONS i APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS TESTED UNITS o WITH OR WITHOUT SIDELITES. NOTE: _I B SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEE DETAIL G ON SHEET 5. m z REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DOOR LEAF WIDTH (X) = FRAME WIDTH - 2.2.375 �w DOOR LEAF WIDTH (XX) _ (FRAME WIDTH - 2.375°)/2 c m ; DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS INSTRUCTIONS: o- N TO THE BUILDING STRUCTURE. DOOR LEAF HEIGHT = FRAME HEIGHT - 2.500" d $^ USE CHARTS AS FOLLOWS. SIDELITE PANEL WIDTH = SIDELITE WIDTH - 1.875" d o x ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS c a AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE SIEP 1 0IERMINE DESIGN WIND LOAD REQUIREMENT BASED 111111111!/ MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USINGND�VELOCITY,�BLDG.. HEIGHT,WIND ZONE � � VS11 q�l AI/i��' a o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. s' b ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. STEP 2 FOR SINGLE (X)AND DOUBLE(XX) DOOR CAPACITIES o MATERIALS INCLUDING BUT NOT LIMBSEE SHEET 2.ED TO STEEL/METAL SCREWS, THAT AatpLaea ltiY -/Z •)/ USE LOWER VALUES FROM GLASS, HINGES, LOCK AND - 0.70592 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FRAME SILL OPTIONS USED. REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. 1 - o THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 3 FOR SIDELITE PANEL(0)CAPACITY SEE SHEET 2.1. f. �• •�- -a eC 5,2018J�� 0 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY STEP 4 FOR SIDELITE COMBINATION WITH DOOR OR SIDELITE ®'•, STATE OF Qy�f� drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR SEE MULLION CAPACITY CHART ON SHEET 2.2. �•'••.j°[ORION.-•' WATER INFILTRATION RESISTANCE ETC. ��� .. ���� W04-51 CONANDTOBE REVIEWED BY BUILDING OFFICIAL E TO BE ANALYZED SEPARATELY, STEP5 MD 4 SEHALLVAPPLYR OUENTIREFSYSTE PS 2 3 ®NAL11�1�1��� sheet 1 of 7 FRAME WIDTH U 'X' DOORS �� a DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) / GLASS TYPES HINGES LOCKS Z 'A', 'B' & 'D' & 'E' 'F' 'G' & H. OPTION 11' '2' & '3' OPTION '1' OPTION '2' 0 q / K FRAME HEIGHT FRAME WIDTH zd' INCHES INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EM.(+) INT. (-) W. (+) IM. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. 37-IZ2 70.0 B0.0 90.0 90.0 100.0 120.0 70.0 80.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 G o y 0 w \ 95-3/4 100.0 120.0 70.0 B0,0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 Q v a � \ NOTE: V D LOWEST VALUE SELECTED FROM OPTION WILL APPLY. c 0 pato LOCK OPTION 1 &2 Q Qy! FRAME WIDTH a W C 'XX' DOORS LL WE W'a DESIGN LOAD CAPACITY - PSF GLASS AND HARDWARE OPTIONS J / \ GLASS TYPES I HINGES LOCKS / \ FRAME HEIGHT FRAME WIDTH 'A', 'B' & 'D' 'C' & 'E' 'F' 'G' & 'H' OPTION '1' '2' & '3' OPTION '1' & '3' OPTION '2' •/ G \ / VON, /70011 \ INCHES INCHES EXT. INT, 180 0) X90.0+) 90 0INT. ) E 90.0+) INT.90 0) IX70.0+) INT. EXT. 0) E 90.0+) INT. 90.0) X90.0+) INT, 90.0) IX70.0+) INT. BO 0) 080,0+) INT. 90 0) J t2 w 95-3/4 76 _ _ N. 90.0 90.0 90.0 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 1 90.0 OO' S m IH NGES: LOCKING HARDWARE: WATER INFILTRATION LIMITATIONS' \\ / OPTION N1: ACTIVE LEAF: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED '^ iL D / LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS EE (J THREE PIECE ALUM BUTT HINGE BY 'E.S.WINDOWS' OPTION Al: STD. SILL- +70.0 PSF (X &XX DOORS) JJ (3) HINGES PER LEAF AT 11" FROM TOP& BOTTOM SURFACE MOUNT DEAD BOLT LOCK BY'YALE' HI-RISE SILL - +90.0 PSF(XX DOORS) J w� LOCK OPTION 1 & 2 AND AT MIDSPAN +100.0 PSF(X DOORS) FASTENED TO DOOR FRAME AND LEAF WITH AT 45'FROM BOTTOM, KEY OPERATED ON u N C,4 #10 X t° FH SMS EXTERIOR AND THUMB TURN ON INTERIORo (6) SCREWS AT FRAME, (5) SCREWS AT LEAF FASTENED TO ACTIVE LEAF LOCK STILE WITH IXCEPT GLASS TYPES 'G' & 'H' REQUIRE NI-RISE SILL 3 (2) 1/4-28 X 2-1/2"OH MS _ 0 FOR ALL CASES. OPTION d2: LEVER TYPE METAWC HANDLE AT 37"FROM Z Bi J FACE MOUNT 2 WING PIVOT HINGE BY'MASTER ACCESSORIES' BOTTOM, FASTENED-TO ACTIVE LEAF LOCK STILE 3 3A 3 Z I''o WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM WITH (2) #8-32 X 1-3/4°PH MS. 2.000 I o NOTE: COVER PLATES. ST.STEEL PIVOTS AND GALV. STEEL CONCEALED FLUSH BOLTS BY 'SULLIVAN &ASSOC.' 1.500 U1 N< GLASS CAPACITIES ON THIS SHEET ARE BRUSHES AND SCREWS MANUALLY OPERATED LEVERS MOUNTED ON STILE W UA BASED ON ASTM E1300-09 (3 SEC. GUSTS) (2) HINGES PER LEAF AT 12° FROM TOP & BOTTOM FACE, LOCATED AT 12" FROM TOP AND BOTTOM AND FLORIDA BUILDING COMMISSION FASTENED TO DOOR FRAME AND LEAF WITH FASTENED TO LOCK STILE WITH -� DECLARATORY STATEMENT DCA05-DEC-219 5/16-24 X 1- FH MS (2) PER WING #8 X 3/4' FH SMS (2) SCREWS PER BOLT STD. SILL M-RISE SILL OPTION N3: OPTION 02: - SERIES 60AT(DR HAHN A701) DIE CAST ALUMINUM HINGE 3 POINT LOCK SYSTEM BY'INTERLOCK'AT 39" BY'DR HAHN' FROM BOTTOM (2) HINGES PER LEAF AT 8-1/2' FROM TOP& BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS 3 `� FASTENED TO DOOR FRAME AND LEAF WITH ENGAGING AT HEAD AND SILL 2 D.L. OPENINGS: (2) 5/16-24 X 1"HEX DRIVE FLAT HEAD SCREWS KEY OPERATED ON EXTERIOR AND THUMB TURN ON w D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD, BOT. RAIL) INTERIOR W a 6 D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) FASTENED TO ACTIVE LEAF LOCK STILE WITH D.L.O. WIDTH = LEAF WIDTH - 8.625" (2) 88-32 X 2"OH MS OPTION 63: 1PRODBCI'BEVISSp WIDTHS: ilem'plgtogwMh the FTaiii •• 4-POINT MORTICE LOCK SYSTEM BY'INTERLOCK' FRAME WIDTH LEAF WIDTH DAYLETE OPG. AT 39' FROM BOTTOM As ptmccN f 2'[ .) o o m n m n HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS �ndim NO .y 4 0 31-1/z° 28-11/16' 20-1/16' Esyndfm Darc - 37-1/2" 34-11/16' 26-1/16° ENGAGING AT HEAD AND SILL Z KEY OPERATED ON EXTERIOR AND THUMB TURN ON ISI^ \,,y11- 39-5/8" P c"` 39-5 B' 36-13 16" 28-3 16° NOTE: INTERIOR 1111111111TT 5s-3/a° 28-11/1x° 20-1/16 DOOR WIDTH AND HEIGHT MUST FASTENED TO ACTIVE LEAF LOCK STILE WITH fod �00 71-3/4" 34-11/16° 2s-t/16' COMPLY WITH EGRESS REQUIREMENTS (2) 18-32 x 2"OH MS PER FBC WHERE REQUIRED. 76" 36-13/16' 28-3/16' INACTIVE LEAF(FOR USE WITH OPTIONS 1,2 & 3) '^ o. CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' 7Db92 MANUALLY OPERATED LEVERS MOUNTED ON HEIGHTS: DAYLITE OPG. INSIDE FACE OF LEAF STILE LOCATED AT BCS 0 STANDARD HI-PROFILE 12"FROM TOP AND BOTTOM ��; C 5,2O..I FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL FASTENED TO LOCK STILE WITH ® '•, T� . w1 drawing no. #8 X 3/4•FH SMS (2) PER BOLT �i� •.. ORIOP,'�A�� W04-51 82-1/2' 80" 71-13/16' 68-1/18' • 95-3/4" 93-1/4' 85-1/16° 81-5/16' /T11111111\ sheet Zof 7 STATIONARY PANEL (0) OR SIDELITES U FRAMW DESIGN LOAD CAPACITY - PSF io A GLASS TYPES a FRAME HEIGHTME WIDTH 'A', 'B', 'D' , &'B' Z Le 3 FRA WATER INFILTRATION LIMITATIONS: h m E E FT./IN. INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WHERE WATER INFILTRATION RESISTANCE IS REQUIRED 33 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 LIMIT SEXTERIOR�LOAADSSS�R ALL CASES AS FOLLOWS Q a N al p 36 70.0 80.0 87.0 87.0 87.0 87.0 70.0 80.0 HI-RISE SILL = +90.0 PSF CI O`. 0 _ •� 6/10-1/2 39 70.0 80.0 80.3 80.3 80.3 80.3 70.0 80.0 3 3A 0 N co - 42 70.0 74.6 74.6 74.6 74.6 74.6 70.0 74.6 � �I 33 70.0 BO.00.0 90.0 90.0 90.0 70.0 60.0 '500 2.000 0 F' 4 6 7/0 36 70.0 80.0 87.0 87.0 87.0g87.070.0 80,039 70.0 80.0 80.3 80.3 80.370.0 80.033 70.0 80.0 87.6 87.8 90.070.0 80.0 STD. SILL RI-RISE SILL0) 6/0 36 70.0 80.0 87.0 87.0 87.070.0 80.0 220 y 0J 1 2NLL o NATE: 0829 � D.L OPENINGS: .y D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) m .D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) GLASS CAPACITIES ON THIS SHEET ARE Q rn E D.L.O. WIDTH = PANEL WIDTH - 4.000" BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 N 3/16'H.S. GLASS 3/16"H.S. GLASS 1/8'H.S. GLASS 1/8'H.S.GLASS o _ 090' Interlayer 090" Interlayer 090"Interlayer 090'Interlayer SentryGlas Trosifol PVB Trosifol PVB Trosifol PV13 By'Kuraray America, Inc.' By'kuraray America. Inc.' By 'kuraray America, Inc.' By 'kuraray Americo, Inc.' JJV 3/16'H.S. GLASS 3/16'H.S. GLASS 1/8' H.S. GLASS 5/32"H.S. GLASS J SILICONE SILICONE SILICONE o N h SILICONE DOWSIL 795 DOWSIL 795 3 rn m DOWSIL 795 DOWSIL 795 i m z m z m z M n ii 4 ! 0 3zLL °m ^7 ao u h ao cs 31 ^1 li I m 31 NX (�ul Lj h i i i I i i i 0 o GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 4.AOINIc r DEVISMys a 1/8" H.S. GLASS 1/4' H.S. GLASS S. GLASS 3/16' H.S. GLASS Sig cmiplying with the vb W 0 d D;w hatdiaecods r5 A-91mce No► 1226 I1 090'Interlayer 090'Interlayer 090"Interlayer 090°Interlayer FI Dote 2'S ut S SentryGlos SentryGlas Saflex Clear And Color Glass Saflex Clear And Color Glass Naflaa w i ?o By'Kuraray America, Inc.' By'Kuraiay America,Inc.' By'Eastman Chemical Co.' By'Eastman Chemical Co.' ®e��e6�r'tT�4t�"a6poi 1/8" H.S. GLASS 1/8' H.S. GLASS 1/B' H.S. GLASS 3/16'H.S. GLASS y = c d SILICONE SILICONE SILICONE SILICONE H o e m �.t DOWSIL 795 DOWSIL 795 DOWSIL 795 DOWSIL 795 '�o' m m M m C Y J] � � I i >: Nmq it � li \1\�1y1�1111111frr � I. iil Z\ P I. it '\n l ill �\ ri lil iil 0 �� 9e o.70592 e o 0.70592 - � i;• o_ a 36 b 35 ��•: 0c512018W-- Q'•. TEOF ([�� drawing no. GLASS TYPE 'E' � GLASS TYPE 'F' � GLASS TYPE 'G' � GLASS TYPE 'H' ' PZORID. � GLAZING OPTIONS ���ir10NA@�\\�\`��` sheet2.lof 7 MULLION OVERALL FRAME W. OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH r' ; V DESIGN LOAD CAPACITY - PSF C A a c c a C A �� n DOOR TO SIDELITE TO / / / / \ m o SIDELITE MULLION SIDELITE MULL Z n j SIDELITE WIDTH FRAME HEIGHT UNREINFORCED REINFORCED REINFORCED J //L E F //L J //L H J /D_ \\ O M INCHES FT./IN. EXT.(+)/INT.(-) EXT.(+)/INT.(-) EM.(+)/INT.(-) %\ P /W' 24 BD.O 80.0 90.0O `O 0 27 80.0 80.0 90.0 \ E \ \ \ / QIL v 30 80.0 80.0 90.0 Iu 33 6/10-1/2 80.0 80.0 9D.0 \ \ \ \ / 0 m LL 3680.0 B0.0 90.0 D \ B B 0 \ D \ B m 39 80.0 B0.0 90.0 a¢C m o 42 79.2 80.0 90.0 DOOR DOOR DOOR DOOR DOOR Q D.-CI Q .f FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME Q d7 24 80.0 B0.0 90.0 WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH 27 80.0 80.0 90.0 Q , 9 N 30 7/0 80.0 80.0 90.0 S OX; (0X0) (OOX (XOX) L m 33 80.0 80.0 90.0 l ( .1 36 80.0 80.0 90.0 OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH Q to O 39 77.9 80.0 90.0 A C A C A C 18 71.2 80.0 90.0 21 67.7 80.0 90.0 24 64.5 BO.0 90.0 E F / G \J E (D- 27 F 27 B 0 61.6 77.7 90.0 /� / /. / All, /i / 0 % / / A& /, / / x m 30 58.9 74.4 83.3 `� 1 / 33 56.571.3 78.4 w 36 54.2 68.5 70.7 \ x �U 27 27 pv� Z3_j SIDELITE DOOR FRAME SIDEUTE DOOR FRAME SIDELITE SIDELITE SIDELITE DOOR FRAME g 3 Z L' WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WDTH M Vi Ln XX0 3 (OXXO) P OXXOO OX%3 W M s o UNREINFORCED REINFORCED REINFORCED ( ) O DOOR 70 SIDELITE MULLION eincl�TO SIOELr[F_MULLION q S NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SDELrrE MULLION CAPACITY SEE CHART ABOVE PRODUCPREVI" 15 R LOWER VALUES FROM DOORS, SIDELITE OR DOOR/SIDELITE MULLION Asad-p4lagwitbtheF da. y g Ck CHART WILL APPLY TO'ENTIRE SYSTEM. AmpleaeeNot7'122. -II Eaphwiw WI Z Z3 N a 25 S L 0,Y J Z 39 5 BMAX. _ SIDELITE WIDTH SIDELITE WIDTH 39 5/8"MAX. \`%W11111II//// L.I 'TE WIDTH /SINGLE (X) DOOR WIDTH SINGLE (X) DOOR WIDTH `�� �,.•••• //� d Q GENS "•;'Kl i � a.70592 O o ®•' ATE OF drawing no. '. �tomol..• a��` W04-51 SIDELITE WIDTH 76' MAX. DOUBLE XX NOR WIDTH ' TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. TYPICAL ANCHORS FOR SPACING 18Y SEE ELEVATIONS WOOD BUCK FOR SPACING EDGE IST:' Z n 5 Gogj, � g ::.21 I v © 21 AO •,t � a I 1 � m �O C O gym m ' Vl l7 O 21 r- - a 15 I S 21 13 .0 O a 0 0 2213 SNAPPED 15 34 df 2 IN PLACE 33 N a 3/4'MIN. Q w 6 THROW BOLT PENETRATION 32 y 0 m Q 2s 2e 6 Qam� � ' o 31 ! 31 ¢ m i g m _ OPTIONAL FRIM U M _ EE O J� N2 O o J , a Zi�_m a Qc O a0 3Z(` o w W W W O i S i 31 Lc3l s a cumPipla9 Wkb w.✓PPWL o g hwdln6C.& 30 29 30 _ Aarpgem No 1 147• H a 28 6 1/2"MIN. g EiPlcs}go Drtte 2+- a�3 i 25 THROW BOLT 32 PENETRATION � Ilfi p•BAdr � SNAPPED 15 33 ( �t INTO SILL `J IN PLACE22 75 I 34 21 34 HI-PROFILE BOTTOM RA[L o d °i O21 O 21 a - E APPLICABLE TO STATIONARY •`o B 3 4 3 AND OPERABLE UNITS x a 14 \w 14 \ �� 34 `11117111111111]/j, O .v v HI-RISE FRAME SILL 8F i •APPLICABLE TO STATIONARY NPICAL ANCHORS AND OPERABLE UNITS0.70592° K�z TYPICAL ANCHORS ° v ° - 3/16"X 1-1/2" SEE ELEV. FOR SPACING 3/16�WEEP SCOT SEE ELEV. FOR SPACING ` Dec5,20184; 0 WEEP SLOT 2/SILL AT XX DOORS ®•'•, STATE OF �(/` drawing no. 1/SILL AT SIDELITES 1/SILL AT X DOORS , •• AYORIDP,.••�\�: y1104-51 � / EDGE DIST. EDGE DIST. STATIONARY UNITS OPERABLE UNITS /lllllll11j1 sheet Sof 7 EDGE DIST. TYPICAL ANCHORS TYPICAL'ANCHORS _ SEEELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING m EDGE DIST. METAL Z bi / ❑ STRUCTURE MIAMI—DADE COUNTY APPROVED O M J o MULLION &MULLION ANCHORS 7d (SEE BE f' Fi SEE SEPARATE NOA - � � a. EDGE GIST. 1 Q Soo- v W2U ¢ V(❑y Nevi N W I N tt I N `a O a . WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 0& o N y N qr MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O a o Q o AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 a H E TYPICAL ANCHORS — m SEE ELEV.FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACINGJ t7 5 j 1/4' DIA, ULTRACON BY 'ELCO' (FU-177 KSI, Fy=155 KSI) Q b is f INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) w d THRU 1BY BUCKS INTO CONC, OR BLOCKS � m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) So m 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) x DIRECTLY INTO CONCRETE OR BLOCKS a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) L) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) " w ]4 Mc OR SELF DRILLING SCREWS (GRADE 2 CRS) U) INTO MIAMI-DADE COUNTY APPROVED MULLIONS o rn M n OR INTO METAL STRUCTURES (HEAD/JAMBS) Z 3-iD (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE S Z I`A n ALUMINUM: 1/B" THK. MIN. (6063-T5 MIN.) uj : STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 8 W M (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) '^ O TYPICAL EDGE DISTANCE B INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. o INTO METAL STRUCTURE 3/4" MIN. $ WOOD AT HEAD OR JAMBS SG a 0.55 MIN. I5 CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. a❑❑i a da SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITHc d, 7=m WHITE/ALUMINUM COLORED SILICONE. 2 0 7 �D g o ��1luuluu�� o Mt000CC9EVlY88' \ •'VOEN '•., ��� o t as complylogettiY drc.FladdE' ,� n r b,udina Cade .70592 a EaplretLo Wtc✓Iz � — — a a ec5,2018� o ASA?go*frodact CoN[o7 '® '., IE OF �Qt/� drawing no. ORION.. G®�� W04-51 ASL It t��` sheet 4 of 7 (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS a N OF HURRICANE WARNING) o- 1/4"MAGI•-• CONCEALED FLUSH BOLTS IL S X16%3/4'SMS O AT 10'FROM EACH END 11 G CONCEALED FLUSH BOLTS 00�,0 0 SHIM 2 O ® 6'FROM ENDS WITH LEVERS ON STILE FACE O 12 AT 10••FROM EACH END 0 ty V & 14' 0.C, MAX, N 13 4 26 WITH LEVERS ON INSIDE FACE � ACTIVE LEAF IN LEAF c7 N n . v 0gm z . . 10 16 34 7 I6 9 Oa�< � 30 0 aJ In W O i1 r a SSAs a Itl GI (pW� ZZ J� j s F 25 29 4 29 5 O 21 21 23 22 ^ 21 8 umi 17 LOCK OPTION 81 � m D.L OPG. D.L. OPG. HINGE OPTION #1 SIDELITE PANEL WIDTH LEAF WIDTH J OVERALL FRAME WIDTH z J w EXTERIOR a n TYPICAL ANCHORS OPTIONAL REINFORCING o SEE ELEV. SEE SHEET 2.2 FOR CAPACITY oxxO O M FOR SPACING 96'X 2-X .96'X 1/8' O FULL LENGTH STL CHANNEL _ Z (CARBON STEEL TO BE PAINTED OR PLATED) c 3 J tD 3 POINT LOCK SYSTEM © CONCEALED FLUSH BOLTS i° ."t.. OR 12 AT 10'FROM EACH END d 4 POINT LOCK SYSTEM WITH LEVERS ON INSIDE FACE E5 laJ M IN-ACTIVE LEAF O 8 AIN 9 $ ( il C 17111 ACTIVTL-EA.F ; 25 IN-ACTIVE LEAF 21 O HINGE OPTION A2 21 HINGE OPT10N #3 8 0 o m m r LOCK OPTIONS 02&Q3 'rnv,3 9 17A 178 '� o,>< C ``1`1�1Q1�111,p11p1�1/j�,' O o6LO011Cf1AEVEITflP a.s u plfb3swithdkCm$ddg) j Tsutdiot Code _ Amptimm No .•IZ2 •II _ 0.70582 EiplrMlao Dam •Z•� = Sf v m o` y Dec 5,2O18 ,tO ' e*d WGuOd' ®•' STATE OF � drawing no. '., �;• �<oR�oP. C�°�� W04-51 R1P+E;1;,`�\\ sheet5ol 7 TYPICAL ANCHORS 4ftu SEE ELEV. a FOR SPACING 1BY 1/4' MAX WOOD BUCK SHIM Z j 1/4' MAX. 1/4' MAX. J ESHIMPACE /SHIM O O 2 R 5 5 2 25 0Q�0 0 2 WOOD BU 13 ACTIVE LEAF OR WOO STRU URE C7 N vi a _ _ 34 Q 11.04 .� 31 J�Zm� � P4 23 29 Q W 2 a B 19 21 34 TYPICAL ANCHORS 21 0 SEE ELEV. .. FOR SPACING s HINGE OPTIONS L OPG. TYPICAL ANCHORS SEE SHEET 5 D. SEE ELEV. FOR DETAILS $ METAL FOR SPACING LEAF WIDTH STRUCTURE O 39-5/8'MAX. FRAME WIDTH J�j z J EXTERIOR LOCK OPTION 7, 2 OR 3 w� ( X ) OPTION 1 SHOWN o N- — 34 22 y ODM OPTIONAL TRIM 0 d M Z3J � 3 z'-o v 60 3 Lj 0<J O ( 0-0 ) g OPTIONAL REINFORCING SIDELTTE TO SIDELTTE 3 SEE SHEET 2.2 FOR CAPACITY oF a 9e'X 2'% 98'X`1/8. 27 8ci`ni FULL LENGTH SR.CHANNEL (CARBON STEEL TO BE PAINTED OR.PLATED) TO o $ 4 ACTIVE LEAF " 11 22 r :.AN PRODUCCBEVISW �� •'�,1 Nb`F �'i e H a 19 34 21 ®cmPlylog wiltith.FwAd. g hok ing Cod. a.70592 (.X-0 ) EaHPpTn�4ou�Nr - 22(,•11 ec5,2018 ` 0 ATE OF drowin no. LOCK OPTION 1, 2 OR 3 bh ai Lid, 9 OPTION 1 SHOWN ��(� �ORIOP•''��� W04-51 ITEM p PART B QUANTITY DESCRIPTION MATERIAL MANF./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 (STANDARD) 6063-T5 - Z 3A ES3025 1 FRAME SILL(HI-RISE) 6063-T5 4 ES3003-1 AS READ. SIDELITE ADAPTER 6063-T6 - P i I 5 ES3004 AS REOD. SHEAR PLATE®ANCHOR LOCATIONS 6063-T6 3'LONG 9 6 ES3005-1 2/LEAF TOP AND BOTTOM RAIL 6063-T5 - d J'Jil V 6A ES3024 2/ LEAF HI-PROFILE BOTTOM RAIL 6063-T5 - Gµl 7 ES3006-1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063-T5 - �7 N 8 ES3007-1 1/ LEAF DOOR LEAF - LOCK SIDE 6063-TS - 9 ES3007-2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063-T6 - a O 10 ES3008-1 AS READ. SIDELTTE STILE 6063-T5 - O O Wag 11 FB-1202-914 2/LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN do ASSOCIATES to y p H 12 FS-1202-914 2/LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN @ ASSOCIATES z aa. 13 ES3011 AS READ. JAMB TRIM 6063-T5 OPTIONAL {6 H: 14 ES3012 1 SILL COVER 6083-T6 - Q 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063-T5 - O 16 ES3014-1 4/ PANEL PANEL CLAMP 6063-T6 17 ES3003-3 3/LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 17A - 2/LEAF PNOT HINGES - SEE SHEET 2, MASTER 1p z m' 178 M701 2/LEAF DR HAHN 2 PIECE HINGE,AT 6'FROM EACH END DIE CAST ALUM SEE SHEET 2 S _ 19 - - DOOR LOCK (SAVANNAH 2O1SL) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE n 21 W22321NG AS READ. FIN-SEAL PILE W'STRIPPING - ULTRAFAB _ U 22 ES3020 AS READ. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS z J 23 - 1/HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4'X1/8'X4-1/4' LONG tV 24 - AS READ. HINGE REINFORCING BAR ALUMINUM 1/8'THK. X 7-7/e'LONG 25 - 2/LEAF 3/8' DIA THREADED ROD W/ NUTS STEEL - M m O 26 - AS REDD. FRAME ASSY. SCREWS - $10 PAN HEAD SMS _Z 3 J m 27 - AS READ. MULLION REINF. CHANNEL(LENGTH MULL HT. - 10' A36 STEEL - �i Z 4' 28 ES4014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - Lo to o 29 ES4019 AS READ. PANEL SILICONE STOP NEOPRENE - w n g 30 - AS REOD. 3/8' DIA X 1/8"HT. BUMPER SIUCONE FRANK LOWE RUBBER CO. h 31 ES4013 AS REQO. WEDGE GASKET SIUCONE/EPOM TREMCO 31A ES-3000-GO1 AS REOD. 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 9 s in 34 O/LON AS READ. DOOR PANEL W'STRIPPING - SCHLEGEL q a 35 - AS READ. 1/16'X 1/2'GLAZING TAPE URETHANE SAINT GOBAIN 36 - AS REOD. 1/8' X 1/2' GLAZING TAPE URETHANE SAINT GOBAIN E W g S c�m y o g c x a \111111@1�11 a camptylog With lujuttIL c n a huJi.gCod. (22b')I N .70592 •' Acuphucc No Eapintloo Date _ c 5,201 ` a '• O %®'•, OF 8 drawing no. 1.61-0-1DRIOP,• \�. W04-51 \ sheet 6 of 7 1111111/ IIS----4.000 300Ip- V 1.779 a MATERIAL= SILICONE/EPDM 1.51>0 .481 140 HARDNESS 7035 N J 2.250 .125 p .078 j 31 Q 009,2 u 2.016 W (Do FRAME HEAD/JAMB 3.350 2 125 .265 0 G y p ��t.soe�{ o7s ,2.375 7.7 MULLION REINF. CHANNEL V'o `� p�°II ��5 .688 to Q O C 0 .788 2.674 .160 MATERIAL HARDNESSLICO ± 05PDM 0 y O m 0.312 $ f 1.500) I + ,688 `a{,Z O o_ 75 WEATHERSTRIP ADAPTER © SHEAR PLATE I GLAZING GASKETS Q a SII 2.125 --1.750- ' 1.000 - SCALE 1:1 .800 2.000 �•B507L 4.000 ®® nII II ® .gamg.•. �mI 2.237 n 3.500 5/16- DIA. 13 JAMB TRIM (OPTIONAL) STEEL PIN O+ + z w .913 © 3.375 1 1.555 0: + + Vino^ .590 1.112 - I 3.209 3 rn M n © TOP/BOTTOM RAIL 1.151515 Z 3 .250 + , 3 Z o 2.000 ®+ to L2,874 I ®. U .ole X395 b. t6 PANEL CLAMP .GI- 3.fio2 P Iso e 2.000 t7 3 PIECE HINGE DIE CAST ALUMINUM HINGE PIVOT HINGE L3.350 .913 2.163 O G•i 3 .590 .490 1.145 .078 0 ® SIDELITE ADAPTER 1.750 .621 •913 7W t.1as{I ff t•soo i Io- $fig I� .094 .078 .563 _� �. .062 4.000 927 1D SIDE LITE STILE Q FRAME SILL (STD.) > n to SILL COVER 7.250 B 4825 7.750 v b.913 .1.954�{ `77111111111/l��'' ' 4.000 .094 1.145 .062 ���` ��®•""�'Q1QAii o a ®o .490 6RODUCf86Y� �7GBNSF''•."CY % i 10 complglg�rky Ue.�D � 1.984 590 1.750 I Aon COQ _ 0.70592 2.000. Aceepginte Non/226•J/ _ 1.750 .590 .5153 �� . 005,2018 O .0Lj -j 94 I 4.000---�I .078 u'°1� �odcn Co�Md %o ATE OF Qy drawing no. .913 f - r:l 4.000.------d %,,��'�' ORIOP.•��\�� W04-51 HINGE STILE ®G) LOCK STILE/KEEPER STILE fiA HI-PROFILE BOTTOM RAIL ® FRAME SILL (HI-RISE) '����i®fill ��` sheet6.lof 7 o \ � \ 0 OF F7 ! 9 r Fa n vK z tD T*T r] N fD NZ r1 0Orr1T � DZ� L \ In In \ Z \ \ 17 F �T maT1•�.� �� �r 7 Rol N a nate: os-to D4 --V15ions- SERIES-3000 ALUM GUTSMNG FRENCH DOOR 0.1.) AL-FAROOQ CORPORATION 'a 'o no a e escn ion ENGINEERS do PRODUCT DEVELOPMENT S some: 3/8� 1' J 05.18.16 HINGE do GLASS OPTIONS ADDED E.S. WINDOWS, LLC 9360 SUNSET DRIVE,SUITE 220 P o Kia2i.ls REV.PER RER nuuENTs 3550 N.W. 49 STREET MIAMI,FLORIDA 331733538) O (CA26 ,6978 C I e..h. TARIO E oazD.n No cwu+cE nus SHEET MIAMI, FL 33142 TEL 13051 zaa-awo FAX(305)26Z,6978 V -. P chk hy: V 1127.19 NO Cw GE nOs SHEET TEL. 305 638-5151 FAX. 305 638-5156 > � � COMP-ANL\W04-51 ESW