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HomeMy WebLinkAboutProduct Approval 8/3/2020 Florida Building Code Online �A� �.,Yf°� w BCIS Home Log In User Registration Hot Topics Submit Surcharge k Stats&Facts Publications Contact Us BCIS Site Map Links j Search r ,,JAIIJ Product Approval � USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL19092-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors&Windows Inc. Address/Phone/Email 8120 NW 84th St Medley,FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email. F1O Quality Assurance Representative Address/Phone/Email COM Category Exterior Doors Luce /� N�e �Subcategory Sliding Exterior Door Assemblies socc b Uivry Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the ]avad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications,Inc. B Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz,P.E. 0 Validation Checklist-Hardcopy Received FL19092 R2 COI SS-MG-1000 Alum SGD LMI-SMI -CI 2017. df Certificate of Independence ( ) p Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 f TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtNeJIYVXGPIWR9pLE]ipaN51103VUI RuOBjBWfoOzdvA%3d%3d 1/2 8/3/2020 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 02/06/2018 Date Validated 02/06/2018 Date Pending FBC Approval 02/15/2018 Date Approved 04/10/2018 Summary of Products FL# Model,Number or Name Description 19092.1 MG-1000 Aluminum Sliding Glass Large missile impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19092 R2 II SS-MG-1000 Alum SGD(LMI)-2017 DWG Approved for use outside HVHZ:Yes WiS-83.pdf Impact Resistant:Yes Verified By:Javad Ahmad 70592 Design Pressure: +120/-140 Created by Independent Third Party:Yes Other:See installation drawing W15-83 for span vs load Evaluation Reports combinations and installation details. FL19092 R2 AE SS-MG-1000 Alum SGD(LMI)-PAE 2017.pdf Created by Independent Third Party:Yes 19092.2 MG-1000 Aluminum Sliding Glass Small missile impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19092 R2 II SS-MG-1000 Alum SGD(SMI)-2017 DWG Approved for use outside HVHZ:Yes W15-103.pdf Impact Resistant:Yes Verified By:Javad Ahmad PE#70592 Design Pressure: +120/-140 Created by Independent Third Party:Yes Other:See installation drawing W15-103 for span vs load Evaluation Reports combinations and installation details. FL19092 R2 AE SS-MG-1000 Alum SGD(SMI)-PAE 2017.pdf Created by Independent Third Party:Yes £sank I7z:a.t _ Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 _ The State bf•Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ,,,7 ;] ® gGhEc, .arr. Credit Card Safe hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtNeJIYVXGPIWRgpLE[ipaN51103VUl RuOBjBWfoOzdvA%3d%3d 2/2 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 - METHOD 1 OPTION D FL 19092 Date: 02/01/18 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address:8120 NW 84TH STREET, MEDLEY, FL 33166 Model Name: MG-1000 ALUMINUM SLIDING GLASS DOOR Maximum Panel Width:60" Maximum Frame Height: 120" Maximum Load:+120 PSF,-140 PSF(Large Missile Impact) Installation Drawings#WIS-83 This product complies with the High Velocitv Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST D SCRIPTION ' � gTESTLOCATICIN TESTI7EPQI2T � � �5C Test Sealed Isy ASTM E283 Air Infiltration Fenestration Testing 10/23/2015 8590 Idalmis Ortega,P.E. Leakage Laboratory 10/23/2015 8591 Idalmis Ortega,P.E. 10/25/2015 8594 Idalmis Ortega,P.E. ASTM E331 Water Fenestration Testing 10/23/2015 8590 Idalmis Ortega,P.E. OR ASTM 547& Penetration Laboratory 10/23/2015 8591 Idalmis Ortega,P.E. TAS 202 10/25/2015 8594 Idalmis Ortega,P.E. ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8590 Idalmis Ortega,P.E. &TAS 202 Air Press. Laboratory 10/23/2015 8591 Idalmis Ortega,P.E. 10/25/2015 8594 Idalmis Ortega,P.E. ASTM F842 Forced Entry Fenestration Testing 10/23/2015 8590 Idalmis Ortega,P.E. Laboratory 10/23/2015 8591 Idalmis Ortega,P.E. 10/25/2015 8594 Idalmis Ortega,P.E. 9360 Sunset Drive Ste 220 1 Miami,FL 33173 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com alfarooq@afceng.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TES DESCRIPTION' TEST LOCATFQN TEST;REPORT TJEST F est ._, 'DATE � , REPORT#` 565 ed bYre_j_. FBC 1626.2 Large Missile Fenestration Testing 10/23/2015 8590 Idalmis Ortega,P.E. (TAS 201&203) Impact&Cyclic Laboratory 10/23/2015 8592 Idalmis Ortega,P.E. 10/23/2015 8596 Idalmis Ortega,P.E. 10/23/2015 8593 Idalmis Ortega,P.E. 10/23/2015 8591 Idalmis Ortega,P.E. Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: Po.AN,Q,,,� No 70592/ ~_ Javad Ahmad PE#70592 :9' S OF .' � AI-Farooq Corporation EB#3538 �'�� '- OA1V1---, ' 8 JONAI E�i��•, Sealed:2/5/2018 +IONAIL P 1235 SW 871h Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 1 www.afceng.com alfarooq@afceng.com DESIGN LOAD CAPACITY - PSF NOTE: U JAMBS W/O ANCHORS JAMBS WITH ANCHORS GLASS CAPACITIES ON THIS SHEET ARE STD. ASTRAGAL STD.ASTRAGAL BRINE. ASTRAGAL BASED ON ASTM E1300-09 (3 SEC. GUSTS) �� In AND FLORIDA BUILDING COMMISSION ; CLASS TYPES GLASS TYPES DECLARATORY STATEMENT DCA05-DEC-219 Z q GLASS TYPES B' & 'B1' GLASS TYPES B' & 'B1' GLASS TYPES Q FT-- n M zd. AVERAGE DOOR FRAME 'A' & 'AI' 'C' & 'C1' 'A' & 'A1' C. & 'CI' 'A' & 'Al' Z PANELINC ES HEIGHT INSTRUCTIONS: Q E 2 f INCHES INCHES EXT.(+) INF.(-) EXi.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) a S 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 60.0 120.0 140.0 USE CHARTS AS FOLLOWS. O 00_I0' V 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED IS. N 42 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 ON WIND VELOCITY, BLDG. HEIGHT,WIND ZONE Ix cl n 48 82-7/e 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 USING APPLICABLE ASCE 7 STANDARD, v=N 5488.9 88.9 71.1 71.1 88.9 88.9 80.0 80.0 106.7 124.4 STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 1 O M o FOR THE GLASS TYPE USED. C o 60 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 Q a O-1c A 30 100.0 100.0 BO.O 80.0 100.0 100.0 80.0 80.0 120.0 140.0 STEP 3 USING CHARTS ON SHEET 4 SELECT HEAD ANCHOR OPTION 0 N�2 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IR 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 IN STEP 1 ABOVE. a W?0 m 42 84 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 SEP 4 N_o THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 u'Z O 48 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 SHALL APPLY TO ENTIRE SYSTEM. 3 ID 54 88.9 88.9 71.1 71.1 88.9 86.9 80.0 80.0 106.7 124.4 STEP 5 FOR DOORS WITH UNANCHORED JAMBS, USING SHEET B Q w 01 P 60 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 DETERMINE MIN.AND MAX.GAP DIMENSIONS. 0 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 - c3 ,G 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. z 42 9O 100.0 100.0 BO.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 U)SHUTTERS ARE NOT REQUIRED. oo v 48 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 _ 54 88.9 BB.9 - - 68.9 8B.9 - - 106.7 124.4 O 'O SERIES MG-1000 (L.M.I.) n Z 60 - - - - - - - - 96.0 112.0 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 ALUMINUM SLIDING GLASS DOOR 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE z L 42 100.0 700.0 80.0 80.0 100.0 100.0 80.0 80.0 720.0 1aO.o REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE 96 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 23 0 V)r7 m 48 100.0 100.0 1 80.0 1 80.0 100.0 100.0 80.0 80.0 120.0 140.0 N M m 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 54 88.9 88.9 - - SB.9 88.9 - - 106.7 124.4 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS _j on 60 - - - - - - - - 96.0 112.0 TO THE BUILDING STRUCTURE. a ((n 3L,'; 30 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS o I,z In 36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE N MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 DO A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 48 102 100.0 100.0 - - 100.0 700.0 - - 120.0 140.0 50 - - - - - - - - 115.2 134.4 ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. 52 - - - - - - - - 710.8 129.2 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 54 - - - - - - - - 106.7 124.4 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. 56 - - - - - - - - 102.9 120.0 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ^ 30 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 2.2 u R 36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 WATER INFILTRATION RESISTANCE ETC. In 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, u a 48 108 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 AND TO BE REVIEWED BY BUILDING OFFICIAL. v b 1 50 - - - - - - - - 115.2 134.4 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 52 - - - - - - - - 110.8 129.2 LABELING TO COMPLY WITH SECTION 1709.9.2. o 30 - - - - - - - - 120.0 140.0 ,� o=`o 36 - - - - - - - - 120.0 140.0 FL � 0- 42 <m 42 114 - - - - - - - - 120.0 140.0 HE SELECTION,PURCHASE AND ®®��#19092 48 120.0 140.0 50 - - - - - - - - 115.2 134.4 A INSTALLATION OF-CONTRACTOR TO BE RESPONSIBLE EPRODUCT ERAS DFOR TAh I/,, ON THIS PRODUCT EVALUATION A��``�E•"• /�/� 'O 30 - - - - - - - - 120.0 140.0 PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �Y.••VGEN$F'•.•• j O ON THIS DOCUMENT. I n 36 - - - - - - - - 120.0 140.0 B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF 42 120 _ - - _ _ _ - _ 120.0 140.0 ALTERED BY ANY MEANS, NO.70592 C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED - •' E r 48 - - - - - - - - 120.0 140.0 ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.Rj _g1 - FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ( ) DOOR FRAME WIDTH ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE i��i•' B T F 0. \ dfOWlfl(] f10. CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS AVERAGE PANEL WIDTH SPECIFIC DRAWINGS FOR REVIEW. i�•'•, RIDT;.•' '0, NUMBER OF PANELS �i '•••••• ��9�• W15-83 SEE SHEET 6 FOR TWO PANEL (XX) DOOR LIMITATIONS. D-THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. //I11111111111 SF1aB1 1 0112 Sealed:2/5/2018 1/4"HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS �4,U ro I .090'Interlayer .090" Interlayer .090' Interlayer 1q SentryGlas Trosifol PV13 Saflex Clear And Color Glass m m 3 By 'Kuraray America, Inc.' By'Kuraray Americo. Inc.' By 'Eastman Chemical Co.' O q M 1/4° HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS 1/4'HEAT STREN'D GLASS F Z N f m = m o rn G4 G3 a G4 is G3 04 :i is G3 O U y M i n II It I II n I II cy C I II I-Ij ! j li V C 1d.M o E71 Ell I: Ell -: I:. O d O 13 d T to SILICONE SILICONE SILICONE Q Kut 41 y^ DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 0 DOW CORNING 995 0 DOW CORNING 995 0 DOW CORNING 995 .J Q J WCC Q w of f k G1 AT 1/4 POINTS ON LITES G1 AT 1/4 POINTS ON LITES iD G7 AT 1/4 POINTS ON LRES 0 WIDER THAN 36"ONLY WIDER THAN 36"ONLY WIDER THAN 36"ONLY CJ GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 9/16'OVERALL LAMINATED GLASS 9/16"OVERALL LAMINATED GLASS 9/16"OVERALL LAMINATED GLASS 0 3 v O 0 n d 1/4"TEMP. GLASS 1/4"TEMP. GLASS 1/4"TEMP.GLASS Z to of 3/6"A1R SPACE 3/6"AIR SPACE 3/8"AIR SPACE O a n 0 7 r 1/4°HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS 0 00 0 .090°Interlayer 090" Interlayer .090"Interlayer ¢ N 3 a SentryGlas Trosifol PVB Saflex Clear And Color Glass o Z By'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Eastman Chemical Co.' o O 1/4°HEAT STREN'D CLASS 1/4" HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS uj g 0 0 M F SPACER SPACER SPACER O W ALUMINUM ALUMINUM ALUMINUM m (6063—T5) m (6063—T5) (6063—T5) z z z G4 I is G3 is G3 \ G4 ii ii is 03 `o SILICONE SILICONE SILICONE u 0 DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 .1DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 �ko 0 0 ... G1 AT 1/4 POINTS ALL SIZESG7 AT 1/4 POINTS ALL SIZES G1 AT 1/4 POINTS ALL SIZES FL #19092 0 ° TUO GLASS TYPE 'Al' GLASS TYPE 'BI' GLASS TYPE 'CI' AH 1-3/16- F'• 1-3/16°OVERALL INSUL LAM. GLASS 1-3/16"OVERALL INSUL. LAM. CLASS 1-3/16°OVERALL INSUL LAM. GLASS `� �d �.' t,10ENS .• o GLAZING OPTIONS PJo.7o5®2 �$'•. S Y P drawing no. e..o?.. W15-83 ////1111111 ttN sheet 2 of 12 Sealed:2/5/2018 HEAD ANCHORS �U 0 CLUSTER OF M 3" MAX, p, 6, 8 OR 10 m CLUSTER ANCHORS HEAD. �q AT INTERLOCK/ASTRAGAL v� AT UNANCHORED CORNERS _S(SEE SHEET 4) --- 3 JAMBS Z m Z< IL .. . . . . HEAD ANCHORS O Z r a 3'MAX. ______ Q z N CORNERS J. __ 192. OJ N M HEAD - Qr oColgo 0 r DOOR FRAME WIDTH aj 0 Ging dl O 0 .0 A C obrr r_____ _ d° Z O �y �I II Q W O LL N II II (L?N- ---� jZm N II II J � m II II � I O in O a IL___ II �IVI OO M m N O M m Z y O II II O V' O J v •ry-0 J m m:2 W. B D 42 1/8" FALSE MUNTIN D.L.O. D.L.O. III �¢ SILL ANCHORS � OPTIONAL ID m CLUSTER OF 2----, 49 7/16" JAMB ANCHORS U u AT UNANCHORED I JAMBS PANEL WIDTH 49 7/16" PANEL WIDTH JAMB OPTION W/O ANCHORS (108`MAX. DOOR HEIGHT) SILL ANCHORS o °� (MAX. DESIGN LOADS - *100.0 PSF) ----- � o SILL ANCHORS 3` MAX c CLUSTER OF 6 SILL `711111111Irrr, o CORNER AT INTERLOCK/ASTRAGAL DAYLITE OPENINGS WIDTHS: TYPICAL ELEVATION `. PANEL WIDTH — 7.313" TESTED UNIT No.70592 DAYLITE OPENING HEIGHT: PANEL HEIGHT — 8.0" PANEL HEIGHT = DOOR FRAME HEIGHT — 2.625" MAX. FRAME AREA OF S.G.D. SHALL NOT %� CCORIOI.•'� W15-83 EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REQUIREMENTS. FL #19092 Sealed:2/5/2018 HEAD ANCHOR LOAD CAPACITY-PSF �U SHIM SPACE 1/2" MAX. SHIM 3/8" MAX. SHIM 1/4" MAX. SHIM m ANCHOR TYPE ANCHOR TYPES 'A', 'H'& 'C' ANCHOR TYPE 'A' ANCHORS'B' & 'C' ANCHOR TYPE 'A' ANCHORS 'H' & 'C' 8 ANCHORS 8 ANCHORS IO ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 0 ANCHORS 8 ANCHORS Z r AT HTC. AT HTC. AT HTO. AT H1'G. AT HTC. AT HTC. AT MTG. AT HTG. A7 HTO. AT HTC. O W DOOR FRAME STHB DNDS STILE BNDS S(1LE ENDS SNE ENDS SI1LE ENDS STILE ENDS SRL6 ENDS STILE ENDS SfILB ENDS Sf11E ENDS f.,W PANEL MOTH HEIGHT EXT.(+) EXT.(+) EXT.(+) EXr.(+) EXT.(+) EXT.(+) EXT.(+) EXO.(+) EXr.(+) EXr.(+) y 4 N INCHES INCHES INT. - INT. - INT. - INT. - INT. - INT. - INT. - INT. - INT. - INT. - p O`,O O 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 O W N 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 �p 42 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 O�j N M 82-7/8 5 h 48 128.6 E124.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 V p��NN71 54 114.3 124.4 124.4 124.4 124.4 124.4 '124.4 124.4 124.4 O'60 102.9 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 O 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 �,01 OI O36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 LL Z N o 42 B4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 5� `✓ 48 126.9 140.0 1 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 Q w M S 54 112.8 124.4 124.4 124.4 1 124.4 124.4 124.4 124.4 124.4 124.4 0 60 101.5 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 U O 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 mi Z H 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 N o1 42 90 135.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 Q 3 v 48 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 a Q 54 105.2 124.4 124.4 121.6 124.4 124.4 124.4 121.6 124.4 124.4 3 60 1 1 94.7 112.0 1 112.0 109.4 112.0 112.0 112.0 109.4 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 4296 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 111.0 140.0 140.0 128.3 140.0 139.4 140.0 128.3 140.0 140.0 O CD 1 0 54 98.7 124.4 124.4 114.0 124.4 123.9 124.4 114.0 124.4 124.4 ¢ N 3 tL v 60 88.8 112.0 112.0 102.6 112.0 111.5 112.0 102.6 112.0 112.0 0 Z}} 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 o C.70-1 a36 139.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 7 D= OW -1 ro 42 119.4 140.0 140.0 137.9 140.0 1 140.0 140.0 137.9 140.0 140.0 48 104.5 139.3 140.0 120.7 140.0 131.2 140.0 120.7 140.0 140.0 50 102 100.3 133.7 134.4 115.9 134.4 125.9 134.4 115.9 134.4 134.4 52 96.4 128.6 129.2 111.4 129.2 121.1 129.2 111.4 129.2 129.2 54 92.9 123.8 124.4 107.3 124.4 116.6 124.4 107.3 124.4 124.4 56 89.5 119.4 120.0 103.5 120.0 112.4V134.4 103.5 120.0 120.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 2 36 131.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 - U 42 108 112.8 140.0 140.0 130.3 140.0 140.0 130.3 140.0 140.0 rn v 48 98.7 131.6 140.0 114.0 140.0 123.9 114.0 140.0 140.0 50 94.7 126.3 134.4 109.4 134.4 118.9 109.4 134.4 134.4 52 91.1 121.4 129.2 105.2 129.2 114.3 105.2 129.2 129.230 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0m36 124.6 140.0 140.0 140.0 140.0 140.0 . 140.0 140.0 140.0 m o c 42 114 1 .8 140.0 140.0 123.4 .0 134.1 140.0 123.4 140.0 140.0 1111I1ITIrr O 48 93.506 1 14024.6 140.0 108.0 140.0 117.3 140.0 108.0 140.0 140.0 S�tA P® yAyl� 50 89.7 119.6 134.4 103.7 134.4 112.7 134.4 103.7 134.4 134.4 �Q°�•�e�ySF 'i oIo _ 30 140.0 1 140.0 1 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 c 36 120 118.4 140.0 140.0 1'36'8140.0 140.0 140.0 136.8 140.0 140.0 No.70592 42 101.5 135.3 140.0 117-3140.0 127.4 140.0 117.3 140.0 140.0 =7 - 48 88.8 118.4 140.0 102.8 136.8 111.5 140.0 1 102.6 136.8 140.0 O 1�0' ST E drawing no. top,..` $' v FL #19092 �''!,,VOIIIL t%N 7jIr11111110N sheet 4 Of 12 Sealed:2/5/2016 m z Owc°v`'OLa ij INu XO(SHOWN) XX(SHOWN) O: t ox V0 � p�rcx'M" o paoo °� NOTE: p°� ¢ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Q w�i� 6 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN LL?o m SHEET 1. o- 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. Q w m f U m XOX(SHOWN) D D m rn o ov 0 j N 3 Z It s � o co C9Z� n XXO(SHOWN) �_ 0 O K o OXO(SHOWN) � I c v 0 a y FL #19092 g "1%111 fill,, O 1��°®. p. .q ��� �1 i �( ��� `� )�;.•1.10ENSF "�7 �i N o N.70692 OXXO(SHOWN) ��• v 0, 3 T F drawing no. APPROVED CONFIGURATIONS �� RIOP'• �9®�`` W15-83 ...... ����//®�j�9j11�1111 sheet 5 of 12 Sealed:2/5/2018 TYPICAL ANCHORS TYPICAL ANCHORS V IN PAIRS IN PAIRS 1i�� m SEE ELEV. 1 BY OR 2BY SEE ELEV, m m ^ FOR SPACIN WOOD BUCK .. FOR SPACIN + Z r i � a O� M� m Urj EpGE DIST. 4" I. m STA ERED. w EDGE DIST. /4"MIN. CONCRETE Q 2 2 h wvxi dBIA ONAL •d" S wrn STAGGERED ,3 KSI MIN. v 6 O d �� rn _ ;'DIAGONAL' O jI(•VI •d •G2 d 1u S1 C O(•i'a ro O o 1 o Q mog O G5 O Q I 0 0brc 1 G1 G9 jli II LL Zwz w m E2 iT= � i WEEPHOLES: J z i E6 ii i W1 = 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1/2" Q w m f k' FROM EACH END AND 16" O.C. W2 = 1/4" X 1-1/2" LONG WEEP HOLES ? m (1) AT FIX. PANEL i i ii li (3) AT MOV. PANEL o3 < 00 I I III I III � � Ij II l l o for wm x a j x S2 6 '0' ov"� w w m w w w a co W .. o x x O W J w ¢J a w I F o w 'a W lil li I!I o z o j j a o d 1 l I OCD 0 II li $ j Ij FO INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS N p" RE IRED AT TWO PANEL (XX) DOORS ONLY co W , !I Ili I WIT IOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF FO 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF 0 lil II li Iii ill i FO 4-5/8" SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF i ii i it if I II I!,;!, I � Ms 1 i it j i E6 I Irl 14 I ,I g LJ M1 I I II�I II II y A7 IL_ _i_J ILJI IL JII � I Ir I I �I I I w EB G1 D jII I II I I G9 I + I `11111111111/,/ O _ _ ......... \\\` �®.��.. .......... ..... ............. n' I. i. \ .'� CQNCRETE,' 'POURED& HARDENED CQNCREfE,' C2 ES o ........... .... . <v 3 KSI:AIIA: HIGH STRENGTH GROUT iv 3 KSI:DIIt•7: NO.70592•• y` �� II NON-SHRINK, NON-METALLIC �� ' Vc = 5000 PSI MIN. EDGE DIST. NOT BY MR. GLASS STAGGERED MUST TRANSFER SHEAR EDGE DIST. DIAGONAL LOADS TO STRUCTURE :�•'•.• OF drawing no. W2 TYPICAL ANCHORS TYPICAL ANCHORS 'b(ORIOPIN .•'• PAIRS ILL . SEE EE. 9EE E # 2 FOR SPACING FOR SPACING /®1P1d1e�1N1-1�1"�\\\ W15-83 sheet 6 of 12 Sealed:2/5/2018 U " //�� M WOOD STRUCTUR4 E METAL fie/ vl STRUCTURES 1/B'THK. _________________ Z m n EDGE ��______________________�� DIST. I I EDGE DIST. 4'MIN. II F.B.C.APPR'D MULLION II 0 W < STAGGERED STAGGERED I� SEE SEPARATE APPROVAL jl F„ I AGONAL DIAGONAL DIII II Z Nan. �I II 91 UO N IL =Z7IZNPPAIRS t \� �J 0KZOb TYPICAL ANCHORS ORS TYPICAL ANCHORS Q w N o IN PAIRS IN PAIRS 1L Z m SEE ELEV. SEE ELEV. SEE ELEV. ,,,t O a O I t FOR SPACING FOR SPACING FOR SPACING Q w m' O J Z m 1B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS v 3: to U) ^< MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o o AND TRANSFER THEM TO THE BUILDING STRUCTURE. n ? n . FOR SPACING o � TYPE 'A'- 5/16" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) :3p n own °° uuu Ip 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) ¢ ;E a THRU 1 BY OR 2BY BUCKS INTO CONC. OR BLOCKS o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) N o v 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) DIRECTLY INTO CONC. OR BLOCKS 2" MIN. EMBED INTO CONCRETE (JAMBS) 2" MIN. EMBED INTO GROUT-FILLED BLOCKS (JAMBS) TYPE 'B'- 5/16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE o 2" MIN. EMBED (HEAD/SILL) U TYPE 'C'- 5/16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) d (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS y a ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) d o STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) ` (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `71171111111" O TYPICAL EDGE DISTANCE `����;.•7.10EfdSF••�® �i� m •° o INTO CONCRETE AT HEAD/SILL = 2-3/16" MIN. o INTO CONCRETE AND BLOCKS AT JAMBS = 2-1/2" MIN. = No.70592 a INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. = b WOOD AT HEAD OR JAMBS SG - 0.55 MIN. ��Q•• e i F �� drawing no. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. % RW15-83 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 P51 MIN. Fl, #19092 ��T11111111777 sheet ] of 12 Sealed:2/5/2018 TYPICAL ANCHORS SEE ELEV. E ANCHORED JAMB {� O O © STD.ASTRAGAL � m FOR SPACING F #14 X 2-7/8"FH SDS FlX. PANEL WIDTH AT 5" FROM ENDS 3 E4 D.L OPG. AND 11"O.C. Z m GS Gi E6 E6 E7 G1 G1 L5 0�, n N ' � Q rut x N s d 5 G 0 0 w{y o �N 0U M, cy 10, M o Ila G1 iY :3 N • _.._.._. _.. ._.._.. w _02 o Z •�•' — — — — m2k Es 9M6 s2 Ee cs EXTERIOR 13 sa 1 Es _ C1 m E6 E6 D.L. OPG. J Z m .... V1 0 1BY OR 2BY PANEL WIDTH L2 o p v WOOD BUCKS 0 N Z 1/2"MAX. MAX. DOOR FRAME WIDTH 3 LOAD BEARING SHIMS z In w OREINF. ASTRAGAL N Q M N #14 X 2-7/8" FH SDS . m E� UNANCHORED JAMB AT 5'FROM ENDS 00.� AND 11.O.C. ¢ to 3E a G1 LS o p U 0 n I � Q W 00O 1 2 G1 •�ZK IP; _... � U .A. NN O'K Q uo2 SILICONE EXTERIOR DOW CORNING 790 1 E6 m a EB m o 1/4 MIN DEPTH 3/8"MIN. c 3/4'.MAX. O I1 O L2 11111 H GAP MAX. DOOR FRAME WIDTH \\ �\ /i SEE NOTE E10 `�\ AH SEE BELOW `� ��;.•uCENS "T� �� m n a NOTE: � MAX. MOVEMENT CONSIDERED-100%STRETCH• o n PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION N0.70592 a MANUAL FOR COMPATABIUTY OF SEALANT TO SUBSTRATE&WINDOWALL a MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ��•' �;; L ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ��(�••.• 5 T F �� drawing no. ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. �iORIDT;.•'• ®��` W15-83 GAPS LESS THAN 1/4"MAY BE DESIGNED BY ENGINEER OF RECORD BY FL #19092 /��®®�����\\��`��\ THE USE OF BOND BREAKER TAPE OR 15%OF GAP ALLOWED MOVEMENT. /1711111111\ sheaf. B of 12 Sealed:2/5/2018 M N TYPICAL ANCHORS FOR SPACING O O I•W "�o n Q� ?a m G 0,W `M V 0 o 0 t 24 a 0 a o o amp Q 0oLr' TYPICAL ANCHORS w TYPICAL ANCHORS w= SEE ELEV. SEE ELEV. Q w ` FOR SPACING FOR SPACING LL Z� n Q W 01 m rL • METAL o 0 ' -- ='-- --' STRUCTURE g n .. .. 3 U m U o' EXT Z m o 1/2MAX- N o LOAD BEARING 0 3 a MAX. DOOR FRAME WIDTH 1/2` MAX. SHIMS o O N Z o 1/2` MAX. MAX. DOOR FRAME WIDTH LOA SHIMMSS ING 3 LOAD BEARING c� ytij SHIMS i U) N C)N N TYPICAL ANCHORS Do DRILL NO 7 ? cn _n FOR SPACING O AND TAP FOR 1/4"-20 a 3 v 0� C9ZW n O J v � N 0 a SEF SCREW 1/4"-20 x 3/4` AT 4" FROM TOP & BOTTOM AND (2)AT MIDSPAN AT 6"O.C. c 0 • 1� U Z N d � C VERTICAL SLOT .L o 0.257"0 x 1/2" LONG CENTERED c WITH THE SEF SCREWS. ``11 p1ry111,Q1,1�1����A 1/2` MAX. MAX. DOOR FRAME WIDTH \\\ GENS...... • LOAD BEARING SHIMS R'o.70592 a ���'•.. & Y F drawing no. %, �'•. OR10P•. �; IW15-83 FL #19092 11111111/`` sheet 9 -f 12 Sealed:2/5/2018 5.667 .417-moi F� 4.374 t' y M ft .125 I .452-y 1m °o 1,173 Z n 1.760 .110 1.547 1.000 0 W 5 4.000 Q 2 a a 3.050 a �+" 11.550-i 1.250 fes- 3.633 4.374 F.125 2.263 O d�Ny` O .080 ? E7 FRAME HEAD/SILL 2.250 01 .125 E74 1.173 C d O G Es PANEL RAIL/STILE O O`6�¢ .412 SILL RISER (OPTIONAL) - CORNER KEY a'K z 1.605-1 Q W' 6 LLza_m 1.370 ,452 � 2.000-1 � C E2 FRAME COVER Q w a2.412---� 0 2. 35 � .750 .--. �{ 1.467 2.000 - U 2.547 2.750 � � o 3 ,075 4,633 0 0 o 2.625 n Z n E7 PANEL INTERLOCK 3 .055 .080 Al ALIGNMENT CORNER � kj w 241 ST. STEEL 2 U)TY -�I F-.500 O U,i7 m 655 .230 N 0 7 m E3 JAMB COVERL ,�840 2.287� E15 r y _ _((�� SILL RISER (OPTIONAL) .950 ,063 •950 073 ¢o3 a E8 INTERLOCK COVER .631 0l OC v 00 3 .657 E71 E72 0 .090 8 GLASS STOP (LAM. GLASS) GLASS STOP (INSUL. LAM. GLASS) .412 .62 1.700 O6 5.4001.250 II E9 TRACK d 1.135 0 1.750 1.550 E13 m .720 .125 n( 2.180- c w 0 E4 FRAME JAMB .1 s8 .' c 2.635 6.450 1.300 2.750 � pD. A#4Af.1, 1.730 .125 1.550 �``�••' OENS '� o N0.70592 .075 1.467 1�1.570 .,• _ v° H $ u -.4 1.850 .060-�•IF� :�®may'.• F •• dTawiO FL #19092 W15-83 E5 E13 THRESHOLD/JAMB CAP Et0 REINF. ASTRAGAL STD. ASTRAGAL 0))11111111` sheet 10 of12 Sealed:2/5/2018 ITEM y PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS SEALANT: E1 1000-E-1001 2 FRAME HEAD/SILL 6005-1`5 - E2 - AS READ. FRAME COVER 6063-T5 - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH E3 - AS READ. JAMB COVER 6063-1`5 - WHITE/ALUMINUM COLORED SILICONE. Z m ano J E4 1000-E-1002 2 FRAME JAMB 6063-1`6 - E5 1000-E-1005 AS READ. THRESHOLD/JAMB CAP 6063-T5 - LOCKS• ~ ¢N °- E6 1000-E-1010 AS REDD. PANEL RAIL/STILE 6005-T5 - SURFACE•MOUNT METALLIC THREE PLY DUAL HOOK LOCK 00 o u E7 1000-E-1011 AS REDD. PANEL INTERLOCK 6005-T5 - AT 38-1/2"FROM BOTTOM 0 d EB1000-E-1018 AS READ. INTERLOCK COVER 6063-T5 - FASTENED TO LOCK STILE WITH a ZiyI E9 1000-E-1007 1/MOV.PANEL TRACK 6005-T5 - (2) 10-24 X 1/2"FH TC MS Ir 0 Nm SURFACE MOUNT METALLIC HANDLE AT 38-1/2' FROM BOTTOM r E10 1000-E-1013 AS REDD. REINF.ASTRAGAL 8005-TS - FASTENED TO LOCK STILE WITH V❑ d E11 1000-E-9001 4/PANEL GLASS STOP (LAM.GLASS) 6063-T6 - (2) 8-32 X 2-5/8' FH MS 0'C Im'1 c E12 1000-E-9002 4/PANEL GLASS STOP (INSUL.LAM.GLASS) 6063-T6 - SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2'FROM BOTTOM 0 IL O C N E13 1000-E-1012 AS READ. STD.ASTRAGAL 6005-TS - FASTENED WITH 0 0 b rc (1) #14 X 2-7/8" FH SDS AND Z 0 N E14 MGR-1014 AS REQO. 3-5/8'SILL RISER 6063-T6 OPTIONAL (1) 12-24 X 1/2' PH MS Q W Od N E15 MGR-1019 AS READ. 4-5/8'SILL RISER 6063-T6 OPTIONAL LL?p p J0D3 G1 W71325NK AS READ. TRI FIN PILE W'STRIPPING - ULTRAFAB Q w 07 F G2 - AS REDD. COMPRESSION GASKET EPDM DUROMErER 70±5 SHORE A G3 - AS REDD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70±5 SHORE A Z N G4 - AS READ. WEDGE GASKET EPDM DUROMETER 70±5 SHORE A — o? G5 E516 AS REDD. AIR SEAL GASKET SANTOPRENE ULTRAFAB o 3 a G6 E238 AS REDD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB o0 0 n G8 - - 1/4'THK. FOAM PAD POLYETHYLENE - Z G9 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE - 3 G1O - - AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE G71 - AS READ. SETTING BLOCKS EPDM DUROMERR 80±5 SHORE A z In w 0 V) m n ODM Nm Al - - ALIGNMENT CORNER ST. STEEL - Im A3 - - CORNER KEY 6063-T6 - to -v O ]Z�-N L1 PSOI-7002 - 2 POINT MORTISE LOCK& HANDLE - INTERLOCK Oo O O J n L2 PS01-7102 - 2 POINT MORTISE LOCK&HANDLE - INTERLOCK L3 PSOI-1005 - ADJUSTABLE STRIKER - INTERLOCK m L5 - - LOCK RECIEVER 6063-T5 - O M1 - 2 PANEL ROLLER ASSEMBLY AT 9'FROM ENDS ST.STEEL/ACETAL FASTENED WITH (2) 12-24 X 3/4'PH MS M6 - AS READ. PANEL GUIDES NYLON - M7 - AS READ. PANEL GUIDES NYLON - o_ S1 #12 X 11/2 4/CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS O S2 10-24 X 1/2' AS READ. INTERLOCK FASTENERS,AT 6'FROM ENDS AND 12'O.C. ST. STEELPH TC MS y S3 #8-18 X 1/2' AS REDD. LOCK RECIEVER FASTENERS AISI 304 PHILIP PH SMS S4 1/4-20 X 1/2' AS READ. PANEL ASSEMBLY FASTENERS ST.STEEL FH SMS Li AH& �v o a N Y� O � C \1111111111//7j O No.70592 y; a - O �(��•,•. ST E •„� drawing no. .o� ®;�• W15-83 FL #19092 ���/`,IONA@ �1\\\\ sheet 11 of 12 Sealed:2/5/2018 \\ A 77 D \\LI �" _^ \\ �\ D cn � 1\11111111/��// N e �W. N N i��•'. O 1{11\\\\ cd a c - to-zs-ts revisions: M 100 ALUM SLIDING GLASS DOOR (I-M.I.) AL-FAROOQ CORPORATION a o no a e v escrio on "^ �• a=eia: 3/6 —t MR. GLASS DOORS & WINDOWS INC. ENGINEERS&PRODUCT DEVELOPMENT (Tl 5 9360 SUNSET DRIVE,SUITE 220 N 'a 8120 N.W. 84 STREET MIAMI,FLORIDA 33173 (C.A.N.3538) I ar.br• TARio MEDLEY, FL. 33166 TEL(305)264-8100 FAX(305)262-6976 N GJ ° IEEE= 1EL (305)470-8284 FAX. (305)470-8285 COMP-ANL\W15-83MG