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HomeMy WebLinkAboutProduct Approval 10/28/2020 Florida Building Code Online ® sNfet 1 a • C a 0 i s BCIS Home Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search I v db a 6-3 = Product Approval USER:Public User V O 5 22 ' 2 7- L'r;tI4y'.dem Product Approval Menu>Product or Application Search>Applcation_List>Application Detail 1 E >- FL# FL19092-R3 y „� a1 � � Application Type Revision Code Version 2020 11; Application Status Approved II .�°��'"�sr� rsocn Comments Archived CI Product Manufacturer Mr-Glass Doors&Windows Manufacturing,LLC Address/Phone/Email 8051 NW 79th Place Medley,FL 33166 (305)470-8284 ulises@mrglasswindows.com i Authorized Signature Ulises Senaris CO ulises@mrglasswindows.com �� r Technical Representative Address/Phone/Email i i Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Li Evaluation Report-Hardcopy Received { Florida Engineer or Architect Name who developed the ]alai Farooq Evaluation Report Florida License PE-81223 i Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 08/27/2025 i Validated By ]AVAD AHMAD PE,INC. I i Validation Checklist-Hardcopy Received Certificate of Independence FL19092 R3 COI SS-MG1000 SGD 2 Track(LMI)-FL 2020 FBC CI 2020.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1 1994 l i Equivalence of Product Standards Certified By Sections from the Code ° i i https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtNeJIYVXGPIWR9pLElipaNKfdlDYk3ABdTalVV MP1BUA%3d%3d 112 i ' 9 9 10/28/2020 Florida Building Code Online j Product Approval Method Method 1 Option D f Date Submitted 08/07/2020 i Date Validated 08/07/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13/2020 i 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 I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19092 R3 II SS-Glass 1000 SG(LNI)DWG W15-83 Approved for use outside HVHZ:Yes 2020.pdf Impact Resistant:Yes 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 R3 AE SS-MG-1000 Alum SGD(LMI)-PAE 2020.pdf Created by Independent Third Party:Yes r 19092.2 MG-1000 Aluminum Sliding Glass Small missile impact resistant;'luminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19092 R3 II SS-Mr Glass 1000 SG( MI)DWG W15-103 Approved for use outside HVHZ:Yes 2020.pdf 11 Impact Resistant:Yes Verified By: Jalal Farooq PE 81223 Design Pressure: +120/-140 Created by Independent Third Party:Yes Other:See installation drawing W15-103 for span vs load Evaluation Reports 1 combinations and installation details. FL19092 R3,AE SS-MG-1000 Alum SGD(SMI):PAE 2020.12df i� Created by Independent Third Party:Yes i Back Next i Contact Us::2601 Blair Stone Road,Tallahassee FL 32399'Phone:850-487-1824 it The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Pjj Statement::Accessibility.Statement::Refund Statement it 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: I i ® e-_ E i Credit Card Safe i i i i i I https://fioddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtNeJIYVXGPIWR9pLElipaNKfdlDYk3ABdTalWWMP1BUA%3d%3d 2/2 I i f I I I AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT i I i i August 6, 2020 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 i Ref: - MG-1000 Aluminum Sliding Glass Door— L.M.I MG-1000 Aluminum Sliding Glass Door— S.M.I I To whom it may concern, As the design engineer retained by Mr-Glass Doors&Windows Manufacturing LLC. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, �Q %GENSE' No.81 II -p ' sT Sealed: 8/6/2020 Jalal Farooq, P.E. CFO I 9360 Sunset Drive,Suite 2201 Miami,FL 33173 I T:305.264.8100 F:305.262.6978 www.afcens.com I alfar000@afceng.com I I I AL-FAROOO CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3 • METHOD 1 OPTION D FL 19092 Date: 8/6/2020 Detailed Product Description: Manufacturer: MR-GLASS DOORS&WINDOWS MANUFACTURING LLC. Manufacturer Address:8051 NW 79th PLACE, MEDLEY, FL 33166 Model Name: MG-1000 ALUMINUM SLIDING GLASS DOOR Maximum Loa +120 PSF -140 PSF hmall Missile Impact) Installation Drawings#W15-103 This product complies with the High Velocity Hurricane Zone (HVHZ)testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes No Mandatory Tests(Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE 0, REPORT#� Sealed by ASTM E283 Air Infiltration Fenestration Testing 10/23/2015 8595 Idalmis Ortega,P.E. Leakage Laboratory 10/23/2015 8599 Idalmis Ortega,P.E. 10/25/2015 8594 Idalmis Ortega,P.E. ASTM E331 Water Fenestration Testing 10/23/2015 8595 Idalmis Ortega,P.E. OR ASTM 547& Penetration Laboratory 10/23/2015 8599 Idalmis Ortega,P.E. TAS 202 10/25/2015 8594 Idalmis Ortega,P.E. ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8595 Idalmis Ortega,P.E. &TAS 202 Air Press. Laboratory 10/23/2015 8599 Idalmis Ortega,P.E. 10/25/2015 8594 Idalmis Ortega,P.E. ASTM F842 Forced Entry Fenestration Testing 10/23/2015 8595 Idalmis Ortega,P.E. Laboratory 10/23/2015 8599 Idalmis Ortega,P.E. 10/25/2015 8594 Idalmis Ortega,P.E. Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST` 'I Test DATE REPORT# Sealed by FBC 1626.3 Small Missile Fenestration Testing 10/23/2015 8595 Idalmis Ortega,P.E. (TAS 201&203) Impact&Cyclic Laboratory 10/23/2015, 8599 Idalmis Ortega,P.E. 10/25/2015 8594 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 re uirements of the 2020 Florida Buildin'� Code. Evaluation Report Engineer: \+ . FARO O No.81 ..•4u Jalal Farooq PE#81223 ;o� . 5T '•.F[ORIDP..•' �_ � is � AI-Farooq Corporation EB#3538 '��;S,oNAL+� �` Sealed:8/7/2020 9360 Sunset Drive Ste 220 1 Miami,FL 33173 1 T:305.264.8100 F:305.262.6978 www.afceng.c m alfarooq@afceng.com 1 DESIGN LOAD CAPACITY - PSF NOTE: - GLASS TYPES'C', 'Cl', 'D' & 'D1' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) I STD.ASTRAGAL RE1NF. ASTRAGAL AND FLORIDA BUILDING COMMISSION INSTRUCTIONS: JAMDS WITH OR JAMBS DECLARATORY STATEMENT DCA05-DEC-219 USE CHARTS AS FOLLOWS. Z a 3 AVERAGE DDOR FRAME 17/O ANCHORS 1Y1'TH ANCHORS PANEL WIDTH HEIGHT iiiddd a DETERMINE DESIGN WIND LOAD REQUIREMENT BASED I INCHES INCHES INT.(-) IXT.(+) INT.(-) STEP 1 ON WIND VELOCITY,BLDG. HEIGHT,WIND ZONE a a 4 6 30 100.0 100.0 120.0 140.0 1 USING APPLICABLE ASCE 7 STANDARD. O W 36 100.0 100.0 120.0 140.0 STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 1 a C. 42 100.0 100.0 120.0 140.0 FOR THE GLASS TYPE USED. p 82-7/8 48 100.0 100.0 120.0 140.0 m STEP 3 USING CHARTS ON SHEEP 4 SELECT HEAD ANCHOR OPTION 0,ID I- 54 BB.9 88.9 106.7 124.4 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED V 1122 60 BOLD 80.0 96.0 112.0 IN STEP 1 ABOVE D/O.C 30 100.0 100.0 120.0 140.0 STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 0 a M.o§ SHALL APPLY TO ENTIRE SYSTEM. 0 U ri1 K q 36 100.0 100.0 120.0 140.0 R III $j 42 100.0 100.0 120.0 140.0 STEP 5 FOR DOORS WITH UNANCHORED JAMBS, USING SHEET 8 Q IM p� a 84 DETERMINE MIN.AND MAX.GAP DIMENSIONS. Z 10_ 48 100.0 100.0 120.0 140.0 J oy 54 88.9 88.9 106.7 124.4 Q 1�T m P sD eo.o eo.o ss.o 112.o THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. 30 10.0 80.0 12.0 112.0 F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. 36 100.0 t°o.o 12o.a 140.0 SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. N 42 100.0 100.0 120.0 140.0 o 48 90 100.0 100.0 120.0 140.0 SERIES MG-1000 (S.M.I.) C, 54 88.9 B8.9 106.7 124.4 ALUMINUM SLIDING GLASS DOOR o 6D - - 96.0 112.0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 30 100.0 100.0 120.0 140.0 REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA 3 36 100.0 100.0 120.0 140.0 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). oc cJ 42 100.0 100.0 120.0 140.0 1 BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE z z a o �D.TD 48 96 100.0 100.0 120.0 140.0 DESIGNED AND INSTALLED ADEQUATELY TO.TRANSFER APPLIED PRODUCT LOADS N L m TO THE BUILDING STRUCTURE. 54 BB.9 88.9 106.7 124.4 rn rn rMi n 60 - - 96.0 112.0 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS o 1 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE a c 3 30 100.0 100.0 120.0 140.0 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. oo N Z n 36 100.0 100.0 120.0 140.0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S- 42 100.0 1DO.0 12D.0 140.0 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. I 48 100.0 100.0 120.0 140.0 DD m .2 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 50 102 - - 115.2 134.4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 52 - - 110.8 129.2 REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 54 - - 106.7 124.4 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY 56 - - 102.9 120.0 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR m o 30 100.0 -100.0 120.0 140.0 - - - _ _ WATER INFILTRATION RESISTANCE ETC. G ry r 36 100.0 100.0 120.0 140.0 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, o u o 0 AND TO BE REVIEWED BY BUILDING OFFICIAL. 42 100.0 100.0 120.0 140.0 108 DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. m o a 48 100.0 1G0.0 120.0 140.0 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION °1 50 - - 115.2 134.4 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 52 - - 110.8 129.2 LABELING TO COMPLY WITH SECTION 1709.9.2. 30 - - 120.0 140.0 sop � ry 42 114 - 120.0 140.0 Sealed:8/fi/2020 F)-#19092- g<m - 48 - - 120.0 140.0 \17111111rry o 50 - - CHASE AND 115.2 134.4 A INSTALCONTLATION OF THICTOR TO BE SEPRODUSP ICi EBASEO FOR TON THSHE CPRODUCTTIOREVAIUAT ON `\\\\ �••���//////j o •E 30 - - 120.0 140.0 PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �\��;•''\}GEN$Lc i 36 120 B-- - 120.0 140.0 ON THIS DOCUMENT. I THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF NO S1.2.23 ! L a 42 - - 120.0 140.0 ALTERED BY ANY MEANS. _A •;, 48 - - 120.0 140.0 C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED -N N- 5 ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)= 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 ®'., gT ((/• drawing no. DOOR FRAME WIDTH ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE CONFIGURATIONS EXCEPT TWO PANEL (X%) DOORS AVERAGE PANEL WIDTH SPECIFIC DRAWINGS FOR REVIEW. � SEE SHEET 6 FOR TWO PANEL XX DOOR LIMITATIONS. NUMBER OF PANELS THE SEAL // •� ( ) O THE PROFESSIONAL ENGINEER OFF RECORD THATORIGINAL REPARED D SIGNATURE OF ///�rrIIIILt11\\\\\\ sheet 1 Of 12 lu ° 1/4"HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS �46 oM " .060" Interlayer .060"Interlayer Trosifol PV8 Saflex Clear And Color Glass By'Kureroy Americo, Inc.' By'Eastman Chemical Co.' O H m r1/4"HEAT STREN'D GLASS 1/4-HEAT STREN'D CUSS Z . FFFriii : oU zm zm ILG4 G3 : G4 G3 0 t uj r f �C `� OQ o E11 :I E11 0�F1K N YZNZp SILICONE - SILICONE LI74� fo DOWSIL 795 DOWSIL 795 IL 2 0 p DOWSIL 995 0 DOWSIL 995 a: aWp: Q�ii obi S F w G11 AT 1/4 POINTS ON LITES Ci G71 AT 1/4 POINTS ON LITES v WIDER THAN 36"ONLY WIDER THAN 36"ONLY GLASS TYPE 'C' GLASS TYPE 'D' �i o 9/16"OVERALL LAMINATED GLASS 9/16"OVERALL LAMINATED GLASS v O U O ,a O � o �ggj V. 1/4'TEMP. GLASS 1/4"TEMP. GLASS z z 3/8"AIR SPACE 3/8"AIR SPACE 3 d to L 1/4"HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS M I 060"Interlayer 060"Interlayer -� g Trosifol PVB Soflex Clear And Color Glass ¢ 3 LL By'Kuraray Americo, Inc.' By 'Eastman Chemical Co: o N Z 1/4 HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS o (9 1 O N SPACER SPACER ' ao a: ALUMINUM a: ALUMINUM m (6063-75) m (6063-T5) z z G4 G3 g G4 G3 o SILICONE SILICONE U DOWSIL 795 DOWSIL 795 DOWSIL 995 DOWSIL 995 v a 0 o ° o G7 AT 1/4 POINTS ALL SIZES GI AT 1/4 POINTS ALL SIZES FL #19092 20 ��tuuuun�� o GLASS TYPE 'Cl' GLASS TYPE 'DI' 1-3/16"OVERALL INSUL. LAM. GLASS 1-3/16"OVERALL INSUL LAM. GLASS VCENBF•' i o GLAZING OPTIONS No.8122 a Sealed:8/6/2020 ��®•' ST 0 r� : draWng9 no. W 15-103 /��yfffnntlltt��`` sheet 2 of12 CLUSTER OF - CLUSTER OF Y MAX• v 6, 8.OR 10 4 ANCHORS AT INTERLOCK/ASTRAGAL ,� AT UNANCHORED CO NERS _- (SEE SHEET 4) .� O F J HEAD ANCHORSLU Z _ 3 HEAD CORNERS __ 192" O v D a otm a 0 I; A I, C O Lac brc 11 II �ZpNp�� I1 I j y CZ7 1D d a W 01 f F I I z I- II II K < o o ._ • ~S w n 2 n J I I I I N v c� O O J ^ O O 2 II II V V V o o a - �I Ii o T a J e o O �I �I Inv`° - r-----fir- B p az 1/8- __ _ - w c FALSE MUNTIN D.L.O. D.L.O. 0 - SILL ANCHORS r ` OPTIONAL 10 CLUSTER OF 2___1 49 7/16° J B ANCHORS U N AT UNANCHORED i PANEL WIDTH 49 7/16" d JAMBS - PANEL WIDTH JAMB OPTION 1Y/O ANCHORS v ---- -- --- ---- —(:108_MAX._DOOR_HEIGH7).__ L ANCHORS --_—.. _—.___ _�._ o (MAX. DESIGN LOADS= *100.0 PSF) - ---- -- - -- ---- ---- ------- •� O _ _ _ _ —3"MAX. o SILL ANCHORS SILL 11111111111 - `O CLUSTER OFCORNER`\\\'\ L FA AT INTERLOCK/ASTRAGAL ....... DAYLITE OPENINGS WIDTHS: TYPICAL ELEVATION `�� ENS PANEL WIDTH — 7.313" TESTED UNIT V 4 - � a DAYLITE OPENING HEIGHT: NO.8122 m a S PANEL HEIGHT — 8.0" PANEL HEIGHT = DOOR FRAME HEIGHT — 2.625" Sealed:8/6/2020 O ��•'•. 8T O r6,y`� drawing no. MAX. FRAME AREA OF S.G.D. SHALL NOT �i O W15-103 EXCEED FRAME AND PANEL AREA OF TESTED UNIT FL 19092 �� 1L i PER FBC REQUIREMENTS. Tr //II/IIItt11�` sheet 3 of12 HEAD ANCHOR LOAD CAPACITY-PSF 4 V M SHIM SPACE 1/2"MAX.SHIM 3/8" MAX. SHIM 1/4" MAX. SHIM I ANCHOR TYPE ANCHOR TYPES 'A', 'R' & 'C' ANCHOR TYPE 'A' ANCHORS 'B' &'C' ANCHOR TYPE 'A' ANCHORS 'e' & 'C' 'O G ANCHORS 8 ANCHORS 10 ANCHORS 6 ANCHORS D ANCHORS 6 ANCHORS 8 ANCHORS 6 ANCHORS 8 ANCHORS 8 ANCHORS Z n j AT MTG. AT MID. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTC. O kyi Q DOOR FRAME STILE ENDS STRE ENDS STILE ENDS STILE ENDS S ILR ENDS STILE ENDS STILE ENDS SIRE ENOS S111E ENDS STILE ENDS �,�g k N PANEL 1YIDTH HEIGHT ExT.(+) Exr.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) Exr.(+) EXT.(+) Exr. b INCHES wcREs INT. - INT. - INT. - INT. - INT. - INT. - INT. - INT. - INT. - INT. - O 4 y 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 0 a 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 jr G p1 w 42 82-7/8 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 G 15 N n 48 128.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 cy O C" o 54 114.3 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 C O gg 60 102.9 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 G ca t m Z 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 Z 3 a 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1 Z h o 42 B4 140.0 14D.0 140.D 140.0 140.0 140.0 140.0 140.0 140.0 140.0 j ZQZ 48 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 Q W 54 112.8 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 U 60 101.5 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 ,n 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 c3 m z 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 it o 42 135.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 14D.0 p chi c 48 90 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 0 o 54 105.2 124.4 124.4 121.6 124.4 124.4 124.4 121.6 124.4 124.4 N N 60 94.7 112.0 112.0 109.4 112.0 112.0 112.0 109.4 112.0 112.0 cn LL 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 o cot C 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 740.0 0 3 d cp 42 96 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 111.0 140.0 140.0 128.3 140.0 139.4 140.0 128.3 140.0 140.0 ? r n 54 98.7 124.4 114.0 124.4 123.9 124.4 114.0 124.4 124.4 J¢ o - n 60 88.8 112.0 112.0 102.6 112.0 111.5 112.0 102.6 112.0 112.0 o N Z 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 O N T o 36 139.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 N p N 42 119.4 140.0 140.0 137.9 140.0 140.0 140.0 137.9 140.0 140.0 OD 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 89.5 119.4 120.0 103.5 120.0 112.4 120.0 103.5 120.0 120.0 - cc 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 - 36 131.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 108 112.8 140.0 140.0 130.3 140.0 140.0 140.0 130.3 140.0 140.0 m 48 98.7 131.6 140.0 114.0 140.0 123.9 140.0 114.0 140.0 140.0 50 94.7 E126.3 134.4 109.4 134.4 118.9 134.4 109.4 134.4 134.4 52 91.1 129.2 105.2 129.2 114.3 129.2 105.2 129.2 129.20--140:0_ -140i0==140:0==140:0=-740:0-=140.0==140A=-140.0--1A0.0 --,� - -- ----. - -._. _36 124.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 114 106.8 140.0 123.4 140.0 134.1 140.0 123.4 140.0 140.0 111111111, 48 93.5 140.0 108.0 140.0 117.3 140.0 108.0 140.0 140.0 50 89.7 119.6 1 134.4 1 103.7 134.4 112.7 134.4 103.7 134.4 134.4 30 140.0 140.0 140.0all 140.0 140.0 140.0 140.0 74D.0 36 118.4 140.0 140.0 140.0 140.0 136.8 140.0 140.0 No.81223 '! £ 42 120 101.5 135.3 140.0 127.4 140.0 117.3 140.0 140.0 Sealed:8/6/2020 48 88.8 118.4 140.0111.5 140.0 102.6 136.8 140.0 ® •, 8T ?6qi� drawing no. FL #19092 ''7�r11I11111\\�\\\ sheet 4 of 12 q■V m N AU JbMUWN) Lji Z H m J Q�+�TI(may Lv U XX(SHOWN) p`�V '00 OX Q�,mm VV O�� o a � paog NOTE: C m b a 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Q W 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN LL?c -0 o- SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. Q a � tJ XOX(SHOWN) 410 00 a O o � o O 3 y / = O U LL Z Z L O 4. � 0 o J m N 5 XXO(SHOWN) O ? y I N v O � s K t U OXO N SHOWN c � 0 0 FL—#T9092— v @— ``�111111TI/�,� O OXXO(SHOWN) drawing no. I 20 a�� 103 APPROVED CONFIGURATIONS Sealed:8/6/20 o W�5— '�i�iS�+ "• ���� ���„iillll������ sheet 5 of12 V m TYPICAL ANCHORS TYPICAL ANCHORS IN PAIRS IN PAIRS 0 SEE ELEV iBY OR 2BY SEE ELEV.. ' ^ FOR SPACIN WOOD BUCK FOR SPACIN mm xZ F 0 h m J Np m Ka F q 4¢¢¢ Z Z EDGE DIST.. 4'MIN. = F W Io ¢ m m� m �w EDGE DIST. 4'MIN. f t q a o x STAGCyEREO o x CONCRETE Q no S 6 m • ¢ f,i"m IMAGO ¢ wvI STAGGERED 3 K51 MIN. 0:O p�,o 0 ^o rn �o NDIAGONAL• 'cz :, • , a� S1 0$L9 1 E5 0 a c a IO �.. G5 © I 0 N b V1 OJ I d IQ W I LL m 13 C1 G9 III__—__- E2 i - WEEPHOLES: Q E6 I i W1 = 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1/2" Liz_= FROM EACH END AND 16" O.C. _ N 1 m W2 = 1/4" X 1-1/2" LONG WEEP HOLES V lii it (1) AT FIX. PANEL n i (3) AT MOV. PANEL o 0 a I:I o ili i ri o � M II I 1 I II o U g a to W 0 2 W Ix W O x W x 0 W I ? O^ M LL W 111' c ooT0 o I: I: I FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS do o ! ! I REQUIRED AT TWO PANEL (XX) DOORS ONLY c1 `jo,vWITHOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF � �coo mFOR 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF in M6 E6 I .J�J 14 II II o r= `1 it l L� U M1 IT 51 Al E7 �j I� �I I� _�_•-!r_ a LJ m o © E9 G7 � III L,�J II II m w 1 iri W1 av S1 ` C n G9 1 .-. I 1 I \\111111111 O CONCRETE: POURED& HARDENED CONCRETE. GE ES '� iv .7 KSI'.gIIfJ: HIGH STRENGTH GROUT \ 3 KSI.TAIa: _ NO.89223 a n ��• .I , NON-SHRINK,NON-METALLIC ^ - - 1'c= 5000 PSI MIN, •4"MINA' EDGE DIST. NOT BY MR-GLASS STAGGERED Sealed:8/6/2020 •® 0 MUST TRANSFER SHEAR EDGE DIST. DIAGONAL %'J611 LOADS TO STRUCTURE 1®••. 5T �� � dfowing no. wz TYPICAL ANCHORS TYPICAL ANCHORS Q 1vs. W 15-103 IN PAIRS IN PAIRS y�. � � FOR SP ACING CING FOR SPACING FL #19092 �/��111111111\\\\� sheet 6 of 12 V WOOD STRUCTURE METAL STRUCTURES u1 1/8"THK. EDGE I-______________________�� DIST. I I EDGE DIST. 4"MIN. I F.B.C.APPR'D MULUON I g STAGGERED DIAGONAL1RED SEE SEPARATE APPROVAL DIAGONAL v?�j -0 "IN UNCFO C TYPICAL ANCHORS TYPICAL ANCHORS Q 'IN PAIRS IN PAIRS IL 2 CNp— j SEE ELEV. SEE ELEV. SEE ELEV. J p rD FOR SPACING FOR SPACING FOR SPACING a 01 U m U m Z v K O 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR—GLASS o chi ^a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. c� TYPICAL ANCHORS: SEE ELEV. FOR SPACING z Z g D_ o TYPE 'A' 5/16" DIA. ULTRACON BY 'DEWALT' (Fu=177 KSI,Fy=155 KSI) r ID � m INTO WOOD STRUCTURES n 2" MIN, PENETRATION INTO WOOD (HEAD/JAMBS) a g THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS o Z r$ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) o �00: � 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 'DEWALT' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED (HEAD/SILL) _ `u TYPE 'C'- ,5/16" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) d INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) c d _- __--_(3)=THREADS-MIN�TO=EXTEND-BEYOND-METAL.=THIC .N o ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) - STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ♦♦\\\\\�1��TJ///// O �� CEN3 TYPICAL EDGE DISTANCE �`♦ �'•''U F' ��� a ° o INTO CONCRETE AT HEAD/SILL = 2-3/16" MIN. a INTO CONCRETE AND BLOCKS AT JAMBS = 2-1/2" MIN. =� No.81223 INTO WOOD STRUCTURE = 1" MIN. 8/6/2020 =� " INTO METAL STRUCTURE = 3/4" MIN. Sealed: WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. �i ��'•�.1 •��9�♦` W15-103 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. FL #19092 �////111II1111\\\♦♦♦ sheet 7 of12 TYPICAL ANCHORS u o FORSEE SP CIN ELEV O ANCHORED JAMB O Q74 X 2-7/8'FH SOS ©STD.ASTRAGAL FIX. PANEL WIDTH AT 5"FROM ENDS Z m 3 E4 D.L.OPG. AND 11"O.C. O h rA GS G1 E6 E6 C1 Gt L5 F 2 o a LL V G W O JOIt {yB.dv U ° ' G1 O 4 y r a' ..s__.:_.._.. .._._._.. .._.._.._.._.. �ZN- ....._.._.._.. ..__:._.. _. _... ... .._.._..__.. W ` U , �Z.s U � G9 M6 52 E7 E8 G6 EXTERIOR 1 S3 E6 - J E6 E6 D.L. OPG. z m N � O \-,BY OR 2BY PANEL WIDTH L2 a N WOOD BUCKS o 1 2°MAX. N v / MAX. DOOR FRAME WIDTH tq� LOAD BEARING SHIMS o U z z� #14 X 2-7/8' FH SDS REINF. ASTRAGAL rn ad�"''r•] � E1 UNANCHORED JAMB AT 5"FROM ENDS o 7 AND 11"O.C. S ct Ls o �Z yo g 00 m 12 1 - - o a N 2 gtior.—-- -SILICONE.�. --- — -— .. -- - EXTERIOR S3 Es p -DOWSIL 790 - __ _-__.. ____ -.. __ __._ ___1/4"MIN DEPTH 3/8'MIN. E6- ------ 3/GAPS MAX. DOOR FRAME WIDTH \\\\\��11F/nl SEE NOTE E1O BELOW NOTE: MAX.MOVEMENT CONSIDERED-100%STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION No..01223 MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE&WINDOWALL _{7 ;�`f= " MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. Sealed:8/6/2020 ' R. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY i�®•••. '�4j(� df°w�ng n°. ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. W 15-103 CAPTHESUSES OF BOND BREAKERBAPE OR 15% OF GAP EALLOWED EMOVEMENT. FL #19092 TYPICAL ANCHORS Z n 3 SEE ELEV. O FOR SPACING O O �� 2 0 U ' O t �+ - - - - - cy 0. °o Q O 5. Oz 0 TYPICAL ANCHORS w TYPICAL ANCHORS 0:W. SEE ELEV. SEE ELEV. Q W -4 _ FOR SPACING FOR SPACING METAL o �... �..___.._..-.. STRUCTURE 3 sr, m U ^p. EXT. Z m 1/2" MAX. .N.. o - LOAD BEARING p ¢ a MAX. DOOR FRAME WIDTH 1/2- MAX. SHIMS o = n LOAD BEARING N 1/2-MAX. MAX. DOOR FRAME WIDTH SHIMS LOAD BEARING N LL SHIMS O c z z o 5 O to vJi 33�r)m TYPICAL ANCHORS SEE ELEV DRILL NO 7 ^r7 n FOR SPACING O AND TAP FOR 1/4--20 ¢ o N- �9? m 0 N 7 �O m y o co m [� SET SCREW 1/4"-20 x 3/4" $ AT 4"FROM TOP&BOTTOM AND (2)AT MIDSPAN AT B-O.C. 0 Ro :.' VERTICAL SLOT 0.257"0 x 1/2" LONG CENTERED WITH THE SET SCREWS. 1Y7111111111/Y� O 1/2"MAX.. MAX. DOOR FRAME WIDTH `��```��� � ��� o •° o LOAD BEARING ��;:'�}CEN3F i � � SHIMS Na.81223 Sealed:S/6/2020 c� drawing no. 15-1 FL #19092 ���i� `� sheet 9 of12 5.687 .417 4.374 4 v M .125� I I .4521 r II 1.173 1.760 F 1.000 q Q' 110 2.625 4.000 1.547 3.050 4.374 2.263 O p o 3.633 .12E 1,550�1 1.25D N- fSu Ln µµII O80 V g_-, Et FRAME HEAD/SILL h---2.250� LF o�� .125 E14 1.173 � Es PANEL RAIL/STILE O C 4,r12 SILL RISER (OPTIONAL) A3 CORNER KEY 1% 2 O FFFiii �i 1.370 r �1.605�-I LL O FRAME COVER .125 I I QfOm� � 2.492 2.635 .750 '�S m -�{ 1.467 a 2,000 I c5 2.547 2.750 0 v 2.412-^i 4.633 0 = o .075 2.625 v E7 PANEL INTERLOCK ALIGNMENT CORNER 055 .080 At 51.STEEL o 241 0 a-(a �I k-.500 855 .230 N M M m E3 JAMB COVER J.840L Et5 r o r J �2 287-••{ SILL RISER (OPTIONAL) .950 ,060 1.07395�- 1.0)73 0 ^ II o NZ v EB INTERLOCK COVER .633-�-I of g 1 p 6. j 1.370 -1 I�-.657 E71 E12 g ~ GLASS STOP (LAM. GLASS) GLASS STOP (INSUL. LAM. GLASS) .090 ,41� .628 1.70� 5.400 _ 1.250 E9 TRACK o 1.750 E 33 m SE, L 1.550 7 .720-=•I .125 2.180 2 2 FRAME JAMB ,188 `111111111/lf�� 0 2.635 6.450 1.300 2.750 .090 S 1.730 .125 1.550 ��� �'�' No.81223 ` n .075 1.467 Sealed:8/6/2020 =� za IIII� 1.850 1�1.570 .060- 4- ®•'•. 8T ��11W drawing9 no. O G�. W 15 103 Es Eto Eta FL #19092 / /// 1t```�� sheet 10 of 12 THRESHOLD/JAMB CAP REINF. ASTRAGAL STD. ASTRAGAL t1t1111 C� ITEM PART H QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS SEALANT: s El 1000-E-1001 2 FRAME HEAD/SILL 6005-75 - E2 - AS READ. FRAME COVER 6063-75 - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH E3 — AS READ. JAMB COVER 6063—T5 — WHITE/ALUMINUM COLORED SILICONE. Z n 3 E4 1000-E-1002 2 FRAME JAMB 6063-T6 - E5 1000-E-1005 AS REQD. THRESHOLD/JAMB CAP 6063-T5 - LOCKS: F f N a E6 1000-E-1010 AS READ. PANEL RAIL/STILE 6005-T5 - SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK D. E7 1000-E-1011 AS READ. PANEL INTERLOCK 6DO5-T5 - AT 38-1/2"FROM BOTTOM m R N v U E8 1000-E-1018 AS READ. INTERLOCK COVER 6063-T5 - FASTENED TO LOCK STILE WITH FZ µI E9 1000-E-1007 1/MOV.PANEL TRACK 6005-T5 - (2) 10-24 X 1/2"FH TO MSSURFACE G H E1O 1000-E-1013 AS REQD. REINF.ASTRAGAL 6005-T5 - FASTENED TO LOCK KET�EC WIIANDLE AT 38-1/2" FROM BOTTOM TH C)o ffal Ell 1000-E-9001 4/PANEL GLASS STOP(LAM. GLASS) 6063-T6 - (2)8-32 X 2-5/8" FH MS Qf 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 c O C FASTENED WITH E13 1000-E-1012 AS READ. STD.ASTRAGAL 6005-T5 - (1) M74 X 2-7/8' FH SOS AND ¢Z g E14 MGR-1014 AS REQD. 3-5/0'SILL RISER 6063-T6 OPTIONAL (1) 12-24 X 1/2"PH MS Q w a E15 MGR-1019 AS REQD. 4-5/8"SILL RISER 6063-T6 OPTIONAL ?O- J ZZ(1) 01 W71325NK AS REQD. TRI FIN PILE W'STRIPPING - ULTRAFAB a W A g F G2 - AS REQD. COMPRESSION GASKET EPOM DUROMETER 70±5 SHORE A _ 03 - AS REQD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70±5 SHORE A H G4 - AS REQD. WEDGE GASKET EPDM DUROMETER 70±5 SHORE A vi c G5 E516 AS REQD. AIR SEAL GASKET SANTOPRENE ULTRAFAB G6 E238 AS REQD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB Q j c G8 - - 1/4'THK.FOAM PAD POLYETHYLENE - G9 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE J N i G10 - - AIR SEAL BRIDGE AT MTG,STILE POLYAMIDE C11 - AS REQD. SETTING BLOCKS EPDM DUROMETER 80t5 SHORE A z z o o O_to Al - - ALIGNMENT CORNER ST. STEEL A3 - - CORNER KEY 6063-T6 L1 PSOI-7002 - 2 POINT MORTISE LOCK&HANDLE - INTERLOCK o y Z L2 PSO1-7102 - 2 POINT MORTISE LOCK&HANDLE - INTERLOCK _� L3 PSOI-1005 - ADJUSTABLE STRIKER - INTERLOCK I O L5 - - LOCK RECIEVER 6063-T5 Ml - 2 PANEL I ROLLER ASSEMBLY AT 9"FROM ENDS ST.STEEL/ACETA FASTENED WITH (2) 12-24 X 3/4'PH MS M6 - AS REQD. PANEL GUIDES NYLON - M7 AS REQD. PANEL GUIDES NYLON - _ c _ O S1 #12 X 1 1/2" 4/CORNER FRAME ASSEMBLY FASTENERS ST.STEEL HWH SDS S2 10-24 X 1/2" AS REQD. INTERLOCK FASTENERS,AT 6'FROM ENDS AND 12"O.C. ST. STEEL PH TC MS r0n d 53 ®8-18 X 1/2' AS READ. LOCK RECIEVER FASTENERS AISI 304 PHIUP PH SMS S4 1/4-20 X 1/2" AS REQD, PANEL ASSEMBLY FASTENERS ST.STEEL FH SMS c N - a O — ------ ------- c \111111111!!!7j O . _ No.81223 , Sealed:8/6/2020 =o ®•'•, ST ��{/�� drawing no. •0 1 �C�� W 15-103 FL #19092 !!!!l11I11111``` sheet 11 of 12 i i i I I z Ir m O �---- o \ p I � O \ z \ \ z I I ' D I i I I I i D rn CD o 0 j Z U) - - (D m CD °- —- — r 00 r N I O o O ` o.............. .0 �' = '''711111111�``` m n ante: 71_30_I6 revisions: J MG-1000 ALUM SLIDING GLASS DOOR (S.M.0 AL-FAROOQ CORPORATION a no a e escn ion ENGINEERS&PRODUCT DEVELOPMENT MR-GLASS DOORS&WINDOWS MANUFACTURING, LLCJ 93605UNSETDRIVE,SURE220 f N I ° 8051 N.W. 79th Place MIAMI,FLORIDA 33173 (C.A.N. 3538) T ar.br ra9w U C Medley, FL. 33166 TE3..(305)264-8700 FA)L(305)262-6978 Tel, (305)764-3963 Fax. (305)470-8285 COMP-ANL\W15-103MG I