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HomeMy WebLinkAboutAPPROVED NOA ES-SGD2020 FL22267Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquYPIHVa8bqMbCh9SSFrrNUY2xAkXBSs2ls9LI6JBCe8g%3d%3d[2/15/2021 10:28:40 AM] BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL22267-R7 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer E.S. Windows, Inc. Address/Phone/Email 10653 NE Quaybridge Ct. Miami, FL 33138 (305) 624-7775 achamorro@eswllc.com Authorized Signature Yiping Wang mcy@mcyengineering.com Technical Representative Samir Sabagh Address/Phone/Email 3550 NW 49th St. Miami, FL 33142 (305) 638-5151 ssabagh@energiasolarsa.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 Evaluation Report Yiping Wang Florida License PE-55983 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By Xiaojun Gu Validation Checklist - Hardcopy Received Certificate of Independence FL22267_R7_COI_SGD2020-Certificate of Independence SS.pdf Referenced Standard and Year (of Standard)Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquYPIHVa8bqMbCh9SSFrrNUY2xAkXBSs2ls9LI6JBCe8g%3d%3d[2/15/2021 10:28:40 AM] Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/18/2020 Date Validated 01/05/2021 Date Pending FBC Approval 01/06/2021 Date Approved 02/09/2021 Summary of Products FL #Model, Number or Name Description 22267.1 ES-SGD2020 SLIDING GLASS DOOR- LMI & SMI sliding glass door-large and small missile impact. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-150 Other: for sliding glass door sizes vs. design pressure refer to installation instructions Installation Instructions FL22267_R7_II_ES-SGD2020-AD16-29-SS.pdf Verified By: Yiping Wang PE #55983 Created by Independent Third Party: Yes Evaluation Reports FL22267_R7_AE_ES-SGD2020-EVR-SS.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of 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: MCY ENGINEERING, INC. GLAZING CONSULTANT 12781 Miramar Pkwy. Ste. 301 Miramar, FL. 33027 P: 305 271-0117 1 PRODUCT APPROVAL EVALUATION REPORT Scope:This product has been evaluated by the below‐signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in accordance with section 553.842 F.S. & chapter 61G20‐3.005 F.A.C. Re‐evaluation of this product shall be required following applicable Code modifications or revisions. Code:7th Edition Florida Building Code (2020), inclusive of all Supplements effective as of this report date. Compliance Method:61G20‐3.005 (1)(d) – Evaluation Report from a licensed Professional Engineer Product Description:Product Approval Drawing #AD16‐29, prepared by MCY Engineering, signed and sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. Limitations & Conditions of Use: This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) Impact Resistance:Large and Small Missile Impact Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. Product Manufacturer: E.S. WINDOWS, Inc. 10653 NE Quaybridge Ct. Miami, FL 33138 Product Name/Model & Description: Series SGD 2020 SLIDING GLASS DOOR (L.M.I. & S.M.I.) (HVHZ) Sliding Glass Door – large & small missile impact MAY 24, 2013January 05th, 2021 MCY ENGINEERING, INC. GLAZING CONSULTANT 12781 Miramar Pkwy. Ste. 301 Miramar, FL. 33027 P: 305 271-0117 2 Test Reports: Mandatory Tests (Tested in accordance with AAMA 501) Test Lab Report Number Test Report Date Test Standard & Description Blackwater Testing, Inc. ‐West Palm Beach, FL BT‐ESW‐18‐002, signed and sealed by Constantin Bortes, P.E. 05/17/2018 TAS 201‐94 (large missile impact) TAS 202‐94 (uniform static test) TAS 203‐94 (cyclic wind pressure loading) ASTM E283‐04 (air infiltration test) ASTM E331‐00 (water infiltration test) AAMA 1304‐02 (forced entry test) Fenestration Testing Laboratory FL33166 FTL‐12390 signed and sealed by Marlin Binson, PE 12/17/2020 TAS 201‐94 (large missile impact) TAS 202‐94 (uniform static test) TAS 203‐94 (cyclic wind pressure loading) ASTM E283 (Air Infiltration) ASTM E331 (Water Resistance Test) ASTM F842 (Force Entry) Engineering Analysis:The following engineering analyses and/or calculations have been performed: No comparative analysis has been performed for conditions other than thosetested. No rational analysis has been performed. Anchor calculations are based on manufacturer’s published anchor capacity, anchor Notice of Acceptance by Miami Dade County. MAY 24, 2013December 30th, 2020 SERIES SGD 2020 SLIDING GLASS DOORAPPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE 6TH EDITION (2017) / 7TH EDITION (2020) INCLUDING HIGHVELOCITY HURRICANE ZONE (HVHZ).THESE DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OFTHIS APPROVAL.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTOCONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THEFLORIDA BUILDING CODE 6TH EDITION (2017) / 7TH EDITION (2020) SECTION ASAPPLICABLE.METAL STRUCTURES NOT BY NR ARCHITECTURAL PRODUCTS, INC. TO BE DESIGNED TOSUPPORT THE LOADS IMPOSED BY THIS GLAZING SYSTEM AND TO TRANSFER SUCH LOADSTO THE BUILDING MAIN STRUCTURE.ULTIMATE LOAD OBTAINED FROM ASCE 7, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUALTO MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENTARE ALLOWABLE DESIGN LOADS.01AS SHOWNDrawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT.IMPACT SHUTTERS ARE NOT REQUIRED.INSTRUCTIONS: USE CHARTS AS FOLLOWSDETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY,BLDG HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD.SEE ALLOWABLE CONFIGURATIONS ON SHEETS E6 THROUGH E12. SEECHARTS ON SHEET G1 FOR ALLOWABLE DESIGN LOAD BASED ONDESIRED GLASS TYPE. SEE CHARTS ON SHEET K1 FOR INTERLOCK DESIGNLOAD.FOR FREESTANDING JAMB USED AT 2 TRACK OR 3 TRACK, SEE CHARTSON SHEET J1 AND J2 FOR REINFORCING LEVEL AND CAPACITIES.FOR ANCHORED JAMB, SEE OPTIONS AND SPACING ON SHEETS J3 ANDJ4.USING CHARTS ON SHEET A1 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE.THE LOWEST VALUE RESULTING FROM STEPS 2 THRU 5 SHALL APPLY TO ENTIRE SYSTEM.STEP 1STEP 2STEP 3STEP 4LAMINATED GLASS ANDINSULATED-LAMINATED GLASSLARGE AND SMALL MISSILE IMPACT.LIMITATIONS OF USETHIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER ISGENERIC AND DOES NOT PROVIDEINFORMATION FOR A SITE SPECIFICPROJECT; i.e. WHERE THE SITECONDITIONS DEVIATE FROM THE P.E.D.CONTRACTOR TO BE RESPONSIBLE FORTHE SELECTION, PURCHASE ANDINSTALLATION OF THIS PRODUCT BASEDON THIS PRODUCT EVALUATION PROVIDEDHE/SHE DOES NOT DEVIATE FROM THECONDITIONS DETAILED ON THISDOCUMENT.THIS PRODUCT EVALUATION DOCUMENTWILL BE CONSIDERED INVALID IF ALTEREDBY ANY MEANS.SITE SPECIFIC PROJECTS SHALL BEPREPARED BY A FLORIDA REGISTEREDENGINEER OR ARCHITECT WHICH WILLBECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILLBE RESPONSIBLE FOR THE PROPER USE OFTHE P.E.D.THIS P.E.D. SHALL BEAR THE DATE ANDORIGINAL SEAL AND SIGNATURE OF THEPROFESSIONAL ENGINEER OF RECORDTHAT PREPARED IT.A-B-C-D-E-STEP 5STEP 6FL #22267ES WINDOWS, INC.SERIES SGD 2020 SLIDING GLASS DOORLARGE AND SMALL MISSILE IMPACT MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE02 120" MAX.DOOR FRAME HEIGHT110 7/8" MAX.D.L.O.116 3/4"PANEL HEIGHT POCKETOPTION383 15/16" MAX.FRAME WIDTH3 1/4"6"18"MAX.6"WEEP HOLE LAYOUTNOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANELPANEL HEIGHT = FRAME HEIGHT - 2.625"D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9.125"D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4"56" MAX.D.L.O.60"PANEL WIDTH60"PANEL WIDTH60"PANEL WIDTH61 11/16"PANEL WIDTH61 11/16"PANEL WIDTH60"PANEL WIDTH60"PANEL WIDTH59"PANEL WIDTHTYPICAL EXTERIOR ELEVATIONS (OXXXXXXXP)(TESTED UNITS SHOWN)UNION SPLICEANCHORS IN PAIRSUNION SPLICEFALSE MUNTINOPTIONAL4 TRACKHEAD ANCHORS18"18" MAX.O.C.3"3"3"3 1/4"18"18" MAX.O.C.3"3"3"18" MAX.HEAD/SILLCORNER18" MAX.O.C. TYP.3"3"3"OPP.OPP.OPP.OPP.5"3 1/4"CLUSTER OF ANCHOR4,6,8 OR 10 SEE SHEETSA6 & A7 FOR ANCHORTYPES & SHEETS A1 THRUA4 FOR CAPACITIES (TYP.)CLUSTER OF ANCHOR 4,6OR 8 SEE SHEET A8 FORANCHORS TYPE & SHEET A5FOR CAPACITIES.POCKET NOT PART OF THISAPPROVAL. TO BE REVIEWEDBY AHJ.FOR ANCHORED JAMB,SEE SHEET J3 ANCHORS ATFREESTANDING JAMBUSE 2,3 OR 4 (HALF OFNUMBER OF ANCHORREQUIRED AT MEETINGSTILE)OPP.OPP. ANCHORS ATFREESTANDING JAMBUSE 2,3,4 OR 5 (HALFOF NUMBERS OFANCHOR REQUIRED ATMEETING STILES)OPP. MAY 24, 2013December 30th, 2020 POCKETUNION SPLICE359" MAX.FRAME WIDTH61 3/4"PANEL WIDTH 60"PANEL WIDTH61 11/16"PANEL WIDTH 60"PANEL WIDTH56" MAX.D.L.O. 144" MAX.DOOR FRAME HEIGHT141 3/8"PANEL HEIGHT134 15/16" MAX.D.L.O.60"PANEL WIDTH61 11/16"PANEL WIDTHDrawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE03 UNION SPLICEOPP.OPP.TYPICAL EXTERIOR ELEVATIONS (XXXXXXP)(TESTED UNITS SHOWN)6"18"MAX.6"WEEP HOLE LAYOUT6 3/8"5"18"3"3"3"ANCHORS IN PAIRS ATHEAD/JAMB6 9/16"5"18" MAX.O.C.3"3"3"3 TRACKHEAD ANCHORS5" MAX.HEAD/SILLCORNERS18" MAX.HEAD/SILLOPP.OPP.3"3"3"3"3"POCKET NOT PART OF THISAPPROVAL. TO BE REVIEWEDBY AHJ.CLUSTER OF ANCHOR 4,6OR 8 SEE SHEET A8 FORANCHORS TYPE & SHEET A5FOR CAPACITIES.CLUSTER OF ANCHOR4,6,8 OR 10 SEE SHEETSA6 & A7 FOR ANCHORTYPES & SHEETS A1 THRUA4 FOR CAPACITIES (TYP.)ANCHORS ATFREESTANDING JAMBUSE 2,3,4 OR 5 (HALFOF NUMBER OF ANCHORREQUIRED AT MEETINGSTILE) ANCHORS ATFREESTANDING JAMBUSE 2,3 OR 4 (HALF OFNUMBER OF ANCHORREQUIRED AT MEETINGSTILE)NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANELPANEL HEIGHT = FRAME HEIGHT - 2.625"D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9.125"D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4"FALSE MUNTINOPTIONALFOR ANCHORED JAMB,SEE SHEET J3 MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE04 2 TRACKHEAD & SILL ANCHORS242 7/8" FRAME WIDTH59"PANEL WIDTH61 3/4"PANEL WIDTH61 11/16"PANEL WIDTH61 3/4"PANEL WIDTH56" MAX.D.L.O. 144" MAX.DOOR FRAME HEIGHT141 3/8"PANEL HEIGHT134 15/16" MAX.D.L.O.POCKETPOCKET NOT PART OF THISAPPROVAL. TO BE REVIEWEDBY AHJ.5"5"18"UNION SPLICEUNION SPLICE3"3"3"5" MAX.HEAD/SILLCORNERS18" MAX.HEAD/SILLSEE SHEET A16"18"MAX.TYPICAL EXTERIOR ELEVATIONS (XXXXP)(TESTED UNITS SHOWN)WEEP HOLE LAYOUTOPP.OPP.3"3"3"CLUSTER OF ANCHOR 4,6,8OR 10 SEE SHEETS A6 & A7FOR ANCHOR TYPES &SHEETS A1 THRU A4 FORCAPACITIES (TYP.)CLUSTER OF ANCHOR 4,6OR 8 SEE SHEET A8 FORANCHORS TYPE & SHEET A5FOR CAPACITIES. ANCHORS ATFREESTANDING JAMBUSE 2,3 OR 4 (HALF OFNUMBER OF ANCHORREQUIRED AT MEETINGSTILE) ANCHORS ATFREESTANDING JAMBUSE 2,3,4 OR 5 (HALFOF NUMBER OF ANCHORREQUIRED AT MEETINGSTILE)NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANELPANEL HEIGHT = FRAME HEIGHT - 2.625"D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9.125"D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE05 144" MAX.DOOR FRAME HEIGHT110 7/8" MAX.D.L.O.116 3/4"PANEL HEIGHT POCKETOPTION585 1/4 MAX.FRAME WIDTH3 1/4"6"18"MAX.6"WEEP HOLE LAYOUTNOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANELPANEL HEIGHT = FRAME HEIGHT - 2.625"D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9.125"D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4"56" MAX. typ.D.L.O.60"PANEL WIDTH60"PANEL WIDTH60"PANEL WIDTH61 11/16"PANEL WIDTH61 11/16"PANEL WIDTH60"PANEL WIDTH60"PANEL WIDTH60"PANEL WIDTHTYPICAL EXTERIOR ELEVATIONS (OXXXXXXXP)(TESTED UNITS SHOWN)UNION SPLICEANCHORS IN PAIRSUNION SPLICEFALSE MUNTINOPTIONAL5 TRACKHEAD ANCHORS18"18" MAX.O.C.3"3"3"3 1/4"18"18" MAX.O.C.3"3"3"18" MAX. HEAD/SILL CORNER18" MAX.O.C. TYP.OPP.OPP.OPP.OPP.5"3 1/4"CLUSTER OF ANCHOR4,6,8 OR 10 SEESHEETS A6 & A7 FORANCHOR TYPES &SHEETS A1 THRU A4FOR CAPACITIES (TYP.)CLUSTER OFANCHOR 4,6 OR 8SEE SHEET A8 FORANCHORS TYPE &SHEET A5 FORCAPACITIES.POCKET NOT PART OF THISAPPROVAL. TO BEREVIEWED BY AHJ.FOR ANCHORED JAMB,SEE SHEET J3 ANCHORS ATFREESTANDINGJAMB USE 2,3 OR4 (HALF OFNUMBER OFANCHOR REQUIREDAT MEETING STILE)OPP.OPP.ANCHORS ATFREESTANDINGJAMB USE 2,3,4OR 5OPP.OPP.60"PANEL WIDTH3"3"3"59"PANEL WIDTH56" MAX.D.L.O.FOR INTERLOCK CAPACITYSEE CHARTSSHEET K1 MAY 24, 2013December 30th, 2020 CLUSTER OF ANCHOR4,6,8 OR 10 SEE SHEETSA6 & A7 FOR ANCHORTYPES & SHEETS A1 THRUA4 FOR CAPACITIES (TYP.)CLUSTER OF ANCHOR 4,6OR 8 SEE SHEET A8 FORANCHORS TYPE & SHEET A5FOR CAPACITIES.90°135°Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE06 DOOR FRAME HEIGHTD.L.O.PANEL HEIGHT PANEL W.E.Q.D.L.O.D.L.O.PANEL WE.Q.PANEL. W.E.Q.D.L.O.D.L.O. MAX.D.L.O.MAX.E.Q. MAX.D.L.O.MAX.P.W.F.W.F.W.F.W.CORNER MULLIONSE.Q.NOTE: CAPACITY FOR SGD WITH EQ WIDTH(W) ANDEQUAL LOAD AT BOTH SIDES. FOR UNEQUALCONDITIONS TO BE CHECKED SEPARATELY.SLIDING DOOR WITH CORNER STILESPANEL W.(E.Q. AT BOTH SIDE)F.H.ALLOW. DESIGNLOAD(IN)(IN)(+) PSF (-) PSF4812090 1025488.3 100.16079.590.142126901024885.8 97.35476.386.54213285.396.74874.7 84.65466.475.23613887.1 98.74274.784.64865.374.13614476.786.94265.7 74.54857.565.2SLIDING DOOR WITH 90° & 135° TURNINTERLOCK OPTIONSOPTION 1OPTION 2FOR LAMINATED GLASSFOR INSULATED-LAMINATED GLASSLOCKSTILE OPTIONSOPTION 1OPTION 2 MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE07NOTES:1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.2. SEE CHART ON SHEET G1 FOR GLASS CAPACITIES AND GLASS OPTIONS.3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K1.4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A1 TO A8.5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J1 TO J4.6. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.NON-REINFORCED DETAILS SHOWN.FOR REINFORCED DETAILS, SEE SHEET D4TO D7 FOR (4 TRACKS), D8 TO D12 FOR (3TRACKS), D13 TO D16 FOR (2 TRACKS).APPROVED CONFIGURATION DOORS(NON-REINFORCED SHOWN)SEE SHEET K1 FOR Dp AND REINFORCING OPTIONSFOUR (4) TRACKSDOOR FRAME WIDTHDOOR FRAME HEIGHT0XXX (SHOWN)XXX0XXXXDOOR FRAME WIDTHDOOR FRAME HEIGHTXXXXXXXX (SHOWN)0XXXXXX0DOOR FRAME WIDTHXXXXXXXO (SHOWN)0XXXXXXXDETAILD47AOPP.DETAILD48DETAILD49DETAILD510DETAILD511DETAILD510DETAILD49DETAILD48DETAILD47DETAILD47AOPP.DETAILD48DETAILD49DETAILD510DETAILD511DETAILD510DETAILD49DETAILD48DETAILD47ADOOR FRAME WIDTHPANEL WIDTHDOOR FRAME WIDTHPANEL WIDTHEXTERIOREXTERIOROPP.OPP.OPP.OPP.OPP.OPP.OPP.OPP.OPP.OPP.OPP. OPP.OPP.OPP. OPP.DETAILD47DETAILD48DETAILD49DETAILD510PANEL WIDTHDETAILD47ASIM.SIM.DOOR FRAME WIDTHLAMINATED GLASS OPTIONS SHOWN.SEE DETAILS FOR INSULATED LAMINATED OPTION.EXTERIORDOOR FRAME HEIGHT MAY 24, 2013December 30th, 2020 POCKET DOOR FRAME WIDTHDOOR FRAME HEIGHTPXXXXXXXXP (SHOWN)PXXXXXXXXXXXXXXXXXXP0XXXXXXXXPPXXXXXXXX0POCKET OPP.POCKET DOOR FRAME WIDTHDOOR FRAME HEIGHTPXXXX (SHOWN)XXXXPDETAILD512OPP.DETAILD48DETAILD49DETAILD510DETAILD511DETAILD510DETAILD49DETAILD48DETAILD512Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE08NOTES:1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.2. SEE CHART ON SHEET G1 FOR GLASS CAPACITIES AND GLASS OPTIONS.3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K1.4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A1 TO A8.5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J1 TO J4.6. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.NON-REINFORCED DETAILS SHOWN.FOR REINFORCED DETAILS, SEE SHEET D4TO D7 FOR (4 TRACKS), D8 TO D12 FOR (3TRACKS), D13 TO D16 FOR (2 TRACKS).FOUR (4) TRACKSPOCKETS ARE NOT PART OF THIS APPROVALAND ARE TO BE REVIEWED BY AHJ.DOOR FRAME WIDTHPANEL WIDTHEXTERIORDETAILD512OPP.DETAILD48DETAILD49DETAILD510PANEL WIDTHDETAILD47ASIM.SIM.OPP.OPP. OPP.OPP.OPP.OPP.OPP.DOOR FRAME WIDTHLAMINATED GLASS OPTIONS SHOWN.SEE DETAILS FOR INSULATED LAMINATED OPTION.APPROVED CONFIGURATION POCKETED DOORS(NON-REINFORCED SHOWN)SEE SHEET K1 FOR Dp AND REINFORCING OPTIONSEXTERIOR MAY 24, 2013December 30th, 2020 OPP.Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE09 PXXX (SHOWN)XXXPDOOR FRAME WIDTHPOCKETPOCKETPOCKETPOCKETPOCKETDOOR FRAME WIDTHDOOR FRAME HEIGHT DOOR FRAME HEIGHTDOOR FRAME WIDTHDOOR FRAME HEIGHTDOOR FRAME WIDTHDOOR FRAME HEIGHT EXTERIOREXTERIOREXTERIORTHREE (3) TRACKSPOCKETS ARE NOT PART OF THIS APPROVALAND ARE TO BE REVIEWED BY AHJ.PXXXXXXP (SHOWN)PXXXXXX (SHOWN)XXXXXXPPXXXXXO (SHOWN)OXXXXXPDOOR FRAME WIDTHPANEL WIDTHDETAILD1230EXTERIORDOOR FRAME WIDTHDOOR FRAME WIDTHDOOR FRAME WIDTHNOTES:1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.2. SEE CHART ON SHEET G1 FOR GLASS CAPACITIES AND GLASS OPTIONS.3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K1.4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A1 TO A8.5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J1 TO J4.6. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.OPP.DETAILD820DETAILD821DETAILD924DETAILD1230OPP.DETAILD820DETAILD821DETAILD922DETAILD821DETAILD820DETAILD1230OPP.OPP.DETAILD1230OPP.DETAILD820DETAILD821DETAILD922DETAILD821DETAILD820OPP.OPP.DETAILD924DETAILD1230OPP.DETAILD820DETAILD821DETAILD922DETAILD821DETAILD820OPP.OPP.DETAILD923SIM.PANEL WIDTHPANEL WIDTHPANEL WIDTHNON-REINFORCED DETAILS SHOWN.FOR REINFORCED DETAILS, SEE SHEET D4TO D7 FOR (4 TRACKS), D8 TO D12 FOR (3TRACKS), D13 TO D16 FOR (2 TRACKS).OPP.OPP.OPP.OPP.OPP.OPP.OPP.OPP.OPP.OPP.LAMINATED GLASS OPTIONS SHOWN.SEE DETAILS FOR INSULATED LAMINATED OPTION.SIM.SIM.SIM.APPROVED CONFIGURATION POCKETED DOORS(NON-REINFORCED SHOWN)SEE SHEET K1 FOR Dp AND REINFORCING OPTIONS MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE10 DOOR FRAME WIDTHDOOR FRAME HEIGHTDOOR FRAME WIDTHDOOR FRAME HEIGHT XXXXXX (SHOWN)OXXXXOXXXXXO (SHOWN)OXXXXODOOR FRAME WIDTHDOOR FRAME HEIGHTXXXXXX (SHOWN)DOOR FRAME WIDTHPANEL WIDTHEXTERIORDOOR FRAME WIDTHPANEL WIDTHEXTERIORDOOR FRAME WIDTHPANEL WIDTHEXTERIORNOTES:1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.2. SEE CHART ON SHEET G1 FOR GLASS CAPACITIES AND GLASS OPTIONS.3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K1.4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A1 TO A8.5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J1 TO J4.6. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.DETAILD819DETAILD820DETAILD821DETAILD819OPP.DETAILD922DETAILD821OPP.DETAILD820OPP.DETAILD924DETAILD924OPP.DETAILD923NON-REINFORCED DETAILS SHOWN.FOR REINFORCED DETAILS, SEE SHEET D4TO D7 FOR (4 TRACKS), D8 TO D12 FOR (3TRACKS), D13 TO D16 FOR (2 TRACKS).THREE (3) TRACKSPOCKETS ARE NOT PART OF THIS APPROVALAND ARE TO BE REVIEWED BY AHJ.OPP.OPP.OPP.OPP.DETAILD821DETAILD820DETAILD922DETAILD820DETAILD821OPP.OPP.OPP.DETAILD924OPP.DETAILD821DETAILD820DETAILD922DETAILD820DETAILD821LAMINATED GLASS OPTIONS SHOWN.SEE DETAILS FOR INSULATED LAMINATED OPTION.DOOR FRAME WIDTHPANEL WIDTHDETAILD923EXTERIORSIM.DETAILD820DETAILD821DETAILD924OXX (SHOWN)XXOXXX (& REVERSE)DOOR FRAME WIDTHDOOR FRAME HEIGHTSIM.OPP.OPP.SIM.OPP.OPP.SIM.APPROVED CONFIGURATION DOORS(NON-REINFORCED SHOWN)SEE SHEET K1 FOR Dp AND REINFORCING OPTIONSOPP.OPP.SIM. MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE11 DOOR FRAME HEIGHT DOOR FRAME WIDTHXO (SHOWN)OXDOOR FRAME HEIGHT DOOR FRAME WIDTHXXOXO (SHOWN)OXO (REVERSE)DOOR FRAME WIDTHDOOR FRAME HEIGHTDOOR FRAME WIDTHDOOR FRAME HEIGHTOXXO (SHOWN)XXXX (SIMILAR)DOOR FRAME WIDTHPANEL WIDTHDOOR FRAME WIDTHPANEL WIDTHDOOR FRAME WIDTHPANEL WIDTHDOOR FRAME WIDTHPANEL WIDTHTWO (2) TRACKSPOCKETS ARE NOT PART OF THIS APPROVALAND ARE TO BE REVIEWED BY AHJ.NOTES:1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.2. SEE CHART ON SHEET G1 FOR GLASS CAPACITIES AND GLASS OPTIONS.3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K1.4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A1 TO A8.5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J1 TO J4.6. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.DETAILD1333DETAILD1435DETAILD1437OPP.DETAILD1333DETAILD1435DETAILD1333OPP.EXTERIOREXTERIOREXTERIOREXTERIORDETAILD1332DETAILD1436DETAILD1435SIM.OPP.DETAILD1437DETAILD1437DETAILD1435DETAILD1436SIM.OPP.DETAILD1435OPP.DETAILD1437NON-REINFORCED DETAILS SHOWN.FOR REINFORCED DETAILS, SEE SHEET D4TO D7 FOR (4 TRACKS), D8 TO D12 FOR (3TRACKS), D13 TO D16 FOR (2 TRACKS).OPP.OPP.OPP.SIM.OPP.OPP.SIM.LAMINATED GLASS OPTIONS SHOWN.SEE DETAILS FOR INSULATED LAMINATED OPTION.APPROVED CONFIGURATION DOORS(NON-REINFORCED SHOWN)SEE SHEET K1 FOR Dp AND REINFORCING OPTIONSSIM.SIM. MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE12 DOOR FRAME HEIGHT DOOR FRAME WIDTHXP (SHOWN)PX (REVERSE)DOOR FRAME WIDTHPXXPPXXXXPDOOR FRAME WIDTHPXXXX (SHOWN)XXXXP (REVERSE)PXXXOOXXXPFRAME WIDTHPOCKETPOCKETPOCKETPOCKETDOOR FRAME HEIGHTDOOR FRAME HEIGHT DOOR FRAME WIDTHPXX (SHOWN)POCKET DOOR FRAME HEIGHT DOOR FRAME WIDTHFRAME WIDTHDOOR FRAME WIDTHPOCKETDOOR FRAME HEIGHTPOCKET DOOR FRAME WIDTHDOOR FRAME WIDTHNOTES:1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.2. SEE CHART ON SHEET G1 FOR GLASS CAPACITIES AND GLASS OPTIONS.3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K1.4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A1 TO A8.5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J1 TO J4.6. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.DETAILD1334DETAILD1333OPP.EXTERIORDETAILD1334DETAILD1436OPP.OPP.DETAILD1334DETAILD1334DETAILD1436OPP.OPP.DETAILD1334DETAILD1435DETAILD1435OPP.DETAILD1334DETAILD1435OPP.DETAILD1333NON-REINFORCED DETAILS SHOWN.FOR REINFORCED DETAILS, SEE SHEET D4TO D7 FOR (4 TRACKS), D8 TO D12 FOR (3TRACKS), D13 TO D16 FOR (2 TRACKS).TWO (2) TRACKSPOCKETS ARE NOT PART OF THIS APPROVALAND ARE TO BE REVIEWED BY AHJ.OPP.OPP.OPP.OPP.OPP.OPP.XXP (REVERSE)OPP.DETAILD1334DETAILD1436OPP.OPP.DETAILD1333DETAILD1435DETAILD1435OPP.OPP.OPP.OPP.LAMINATED GLASS OPTIONS SHOWN.SEE DETAILS FOR INSULATED LAMINATED OPTION.APPROVED CONFIGURATION POCKETED DOORS(NON-REINFORCED SHOWN)SEE SHEET K1 FOR Dp AND REINFORCING OPTIONS MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE13NOTES:1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.2. SEE CHART ON SHEET G1 FOR GLASS CAPACITIES AND GLASS OPTIONS.3. FOR APPLICABLE DESIGN PRESSURES SGD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K1.4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL SEE SHEET A1 TO A8.5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J1 TO J4.6. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.NON-REINFORCED DETAILS SHOWN.FOR REINFORCED DETAILS, SEE SHEET D4TO D7 FOR (4 TRACKS), D8 TO D12 FOR (3TRACKS), D13 TO D16 FOR (2 TRACKS).APPROVED CONFIGURATION POCKETED AND NO POCHET DOORS(NON-REINFORCED SHOWN)SEE SHEET K1 FOR Dp AND REINFORCING OPTIONSFIVE (5) TRACKSPOCKETS ARE NOT PART OF THIS APPROVALAND ARE TO BE REVIEWED BY AHJ.LAMINATED GLASS OPTIONS SHOWN.SEE DETAILS FOR INSULATEDLAMINATED OPTION.DOOR FRAME WIDTHXXXXXXXXO (SHOWN)0XXXXXXXXOPP.OPP.OPP.OPP.DOOR FRAME HEIGHTDOOR FRAME WIDTHXXXXXXXXO (SHOWN)0XXXXXXXXOPP.OPP.OPP.OPP.DOOR FRAME HEIGHTDOOR FRAME WIDTHOPP.OPP.OPP.OPP.XXXXX (SHOWN)DOOR FRAME WIDTHXXXXXXXXO (SHOWN)0XXXXXXXXOPP.OPP.OPP.OPP.DOOR FRAME HEIGHT DETAILD4.17AOPP.DETAILD4.18DETAILD4.19DETAILD4.210DETAILD4.211DETAILD4.210DETAILD4.19DETAILD4.18DETAILD4.17DOOR FRAME WIDTHPANEL WIDTHDOOR FRAME WIDTHPANEL WIDTHEXTERIOREXTERIOROPP.OPP.OPP.OPP.DETAILD4.17DETAILD4.18DETAILD4.19DETAILD4.210PANEL WIDTHDETAILD4.17ASIM.DOOR FRAME WIDTHEXTERIORDOOR FRAME WIDTHPANEL WIDTHEXTERIORDETAILD4.210ADETAILD4.210AOPP.DOOR FRAME HEIGHT DETAILD4.210ADETAILD4.17AOPP.DETAILD4.18DETAILD4.19DETAILD4.210DETAILD4.211DETAILD4.210DETAILD4.19DETAILD4.18DETAILD4.17OPP.OPP.OPP.OPP.DETAILD4.210ADETAILD4.210AOPP.DETAILD4.17AOPP.DETAILD4.18DETAILD4.19DETAILD4.210DETAILD4.211DETAILD4.210DETAILD4.19DETAILD4.18DETAILD4.17OPP.OPP.OPP.OPP.DETAILD4.210ADETAILD4.210AOPP. MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE14NOTE:GLASS COMPLIES WITH ASTM E1300-09(3 SEC. GUSTS).3/4"GLASS BITE 3/4" GLASS BITE EXT. EXT.1/4" HEAT STREN'D GLASS0.090" SENTRYGLAS INTERLAYER BY'KURARAY AMERICA, INC.'1/4" HEAT STREN'D GLASS0.090" PVB INTERLAYER BY'KURARAY AMERICA, INC.'3/16" HEAT STREN'D GLASS3/8" AIR SPACE3/16" TEMP. GLASS3/4"GLASS BITE 3/4" GLASS BITE EXT. EXT.1/4" HEAT STREN'D GLASS1/4" HEAT STREN'D GLASS1/4" HEAT STREN'D GLASS3/8" AIR SPACE3/16" TEMP. GLASS3/16" HEAT STREN'D GLASS1/4" HEAT STREN'D GLASS0.090" SENTRYGLAS INTERLAYERBY 'KURARAY AMERICA, INC.'0.090" PVB INTERLAYER BY 'KURARAYAMERICA, INC.GLASS TYPE 'G3'1" NOMINAL OVERALL3/4" GLASS BITE EXT.3/8" AIR SPACE3/16" TEMP. GLASS3/16" HEAT STREN'D GLASS1/4" HEAT STREN'D GLASS0.090" SENTRYGLAS INTERLAYERBY 'KURARAY AMERICA, INC.'GLASS TYPE 'G1'9/16" NOMINAL OVERALL3/4"GLASS BITEEXT.1/4" HEAT STREN'D GLASSGLASS TYPE 'G2'9/16" NOMINAL OVERALL3/4"GLASS BITEEXT.1/4" HEAT STREN'D GLASS1/4" HEAT STREN'D GLASS0.090" SENTRYGLAS INTERLAYERBY 'KURARAY AMERICA, INC.'0.090" PVB INTERLAYER BY 'KURARAYAMERICA, INC.'GLASS TYPE 'G4'1" NOMINAL OVERALL0.090" PVB INTERLAYER BY'KURARAY AMERICA, INC.'3/16" HEAT STREN'D GLASS3/8" AIR SPACE3/16" TEMP. GLASS3/4" GLASS BITE EXT.1/4" HEAT STREN'D GLASS0.090" SENTRYGLAS INTERLAYER BY'KURARAY AMERICA, INC.'1/4" HEAT STREN'D GLASSDRY GLAZED WET GLAZED D.L.O. WIDTH = AVE. PANEL WIDTH - 4"D.L.O. HEIGHT = FRAME HEIGHT - 9.125"3/4" GLASS BITE 1/4" CLEAR TEMP GLASS3/8" AIR SPACE3/16" HS CLEAR GLASS0.090" SGBY 'KURARAY AMERICA, INC.'3/16" HS CLEAR GLASSGLASS TYPE 'G5'1" NOMINAL OVERALL3/4" GLASS BITE GLASS TYPE 'G6'1" NOMINAL OVERALL1/4" CLEAR TEMP GLASS3/8" AIR SPACE3/16" HS CLEAR GLASS0.090" TROSIFOLBY 'KURARAY AMERICA, INC.'3/16" HS CLEAR GLASSDESIGN LOAD CAPACITY - PSF (GLASS)SGD PANEL SIZES9/16" LAMINATEDGLASS1-1/8" INSUL. LAMI.GLASS1-1/16" NOMINAL INSUL.GLASSAVE. PANELWIDTHDOORHEIGHTG1 G2 G3 G4 G5 G6(IN) (IN)+/- PSF +/- PSF +/- PSF +/- PSF +/- PSF +/- PSF36 102 150.0 150.0 150.0 150.0 102 +90 -10242102150.0 150.0 150.0 147.0102 +90 -10248 102 150.0 150.0 150.0 131.0 102 +90 -10254 102 150.0 139.0 150.0 120.0 102 +90 -10260 102 102.0 102.0 102.0 102.0 102-66102 102.0 102.0 102.0 102.0 --72102 102.0 102.0 102.0 101.0--36 108 150.0 150.0 150.0 150.0 102 +90 -10242108150.0 150.0 150.0136.0 102 +90 -10248 108 150.0147.0150.0 122.0 102 +90 -10254 108 102.0 102.0 102.0 102.0 102-60 108 102.0 102.0 102.0 102.0 102-66 108102.0 102.0 102.0 101.0 --72108 102.0 102.0 102.0 95.2--36114150.0 150.0 150.0 150.0 102 +90 -10242 114 150.0 150.0 150.0132.0 102 +90 -10248 114 150.0 139.0 150.0 115.0102+90 -10254 114 102.0 102.0 102.0 102.0 102-60114102.0 102.0 102.0 98.8--66 114102.0 102.0 102.093.8--72114 102.0 99.4 102.0 89.5--36 120 150.0 150.0 150.0 150.0 102 +90 -10242120150.0 150.0 150.0129.0 102 +90 -10248120150.0 132.0 148.0110.0 102+90 -10254 120 102.0 102.0 102.0 101.0 102-60 120 102.0 102.0 102.0 92.8--66120 102.098.8102.088.2--72120 102.0 94.4 102.0 85.1--DESIGN LOAD CAPACITY - PSF (GLASS)SGD PANEL SIZES9/16" LAMINATEDGLASS1-1/8" INSUL. LAMI.GLASS1-1/16" NOMINALINSUL. GLASSAVE. PANELWIDTHDOORHEIGHTG1 G2 G3 G4 G5 G6(IN) (IN)+/- PSF +/- PSF +/- PSF +/- PSF +/- PSF +/- PSF36 126 150.0-150.0-102-42 126 150.0-150.0- 102 -48 126 102.0-102.0-102-54 126 102.0-102.0- - -60126102.0 - 102.0 - - -66 126102.0 - 102.0 - - -36 132 150.0-150.0-102-42132 150.0-150.0-102-48 132102.0 - 102.0 - 102 -54 132 102.0-102.0- - -60 132 102.0-102.0- - -66132 102.0 - 102.0 - - -36 138 150.0-150.0- 102 -42 138 150.0-150.0-102-48138 102.0-102.0- - -54 138102.0 - 102.0 - - -60 138 102.0-102.0- - -36 144 150.0-150.0-102-42 144102.0 - 102.0 - 102 -48 144102.0 - 102.0 - - -54 144 102.0-102.0- - -60144102.0-102.0- - - MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATEFRAME WIDTH# OF PANELSAVE. PANEL WIDTH =15LAMINATED GLASSINSULATED-LAMINATED GLASS LEVEL 1 STD. INTERLOCKS W/ REINF.LEVEL 2 BELLY INTERLOCKS W/O REINF.LEVEL 3 BELLY INTERLOCKS W/ REINF.DESIGN LOAD CAPACITY - PSFSGD PANEL SIZESAVE. PANELWIDTHDOOR HEIGHT PSFPSFPSF(IN)(IN)+/-+/-+/-3610265.065.0 / 78.0 90.0 / 150.04210265.065.0 / 78.0 90.0 / 150.04810265.065.0 / 78.0 90.0 / 150.05410265.065.0 / 78.0 90.0 / 150.06010265.065.0 / 78.0 90.0 / 102.06610265.065.0 / 78.0 90.0 / 102.072102-65.0 / 78.0 90.0 / 102.03610865.065.0 / 78.0 90.0 /150.04210865.065.0 / 78.0 90.0 /150.04810865.065.0 / 78.0 90.0 /150.05410865.065.0 / 78.0 90.0 /102.06010865.065.0 / 78.0 90.0 / 102.06610865.065.0 / 78.0 90.0 / 102.072108-65.0 / 78.0 90.0 / 102.03611465.065.0 / 78.0 90.0 /150.04211465.065.0 / 78.0 90.0 /150.04811465.065.0 / 78.0 90.0 /150.05411465.065.0 / 78.0 90.0 / 102.06011465.065.0 / 78.0 90.0 / 102.066114-65.0 / 78.0 90.0 / 102.072114-65.0 / 78.0 90.0 / 102.03612065.065.0 / 78.0 90.0 /150.04212065.065.0 / 78.0 90.0 /150.04812065.065.0 / 78.0 90.0 /150.05412065.065.0 / 78.0 90.0 / 102.06012065.065.0 / 78.0 90.0 / 102.066120-65.0 / 78.0 90.0 / 102.072120-65.0 / 78.0 90.0 / 102.036126-65.0 / 78.0 85.0 / 102.042126-65.0 / 78.0 85.0 / 102.048126-65.0 / 78.0 85.0 / 102.054126-65.0 / 78.0 85.0 / 102.060126-65.0 / 78.0 85.0 / 102.066126-65.0 / 78.0 85.0 / 102.036132-65.0 / 78.0 85.0 / 102.042132-65.0 / 78.0 85.0 / 102.048132-65.0 / 78.0 85.0 / 102.054132-65.0 / 78.0 85.0 / 102.060132-65.0 / 78.0 85.0 / 102.066132-65.0 / 78.0 85.0 / 102.036138-65.0 / 78.0 85.0 / 102.042138-65.0 / 78.0 85.0 / 102.048138-65.0 / 78.0 85.0 / 102.054138-65.0 / 78.0 85.0 / 102.060138-65.0 / 78.0 85.0 / 102.0LEVEL 1(STD INTERLOCKW/ REINF.)LEVEL 2(BELLY INTERLOCKW/O REINF.)LEVEL 3(BELLY INTERLOCKW/ REINF.)DESIGN LOAD CAPACITY - PSFSGD PANEL SIZESAVE. PANELWIDTHDOOR HEIGHT PSFPSFPSF(IN)(IN)+/-+/-+/-36144-65.0 / 78.0 85.0 / 102.042144-65.0 / 78.0 85.0 / 102.048144-65.0 / 78.0 85.0 / 102.054144-65.0 / 78.0 85.0 / 102.060144-65.0 / 78.0 85.0 / 102.0LEVEL 1(STD INTERLOCKW/ REINF.)LEVEL 2(BELLY INTERLOCKW/O REINF.)LEVEL 3(BELLY INTERLOCKW/ REINF.)OPTION 1 OPTION 2OPTION 1 OPTION 2OPTION 1 OPTION 2 MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE16 SILL RAISER OPTIONS (SHOWN ON 2 TRACK DOORS)POSITIVE LOAD LIMITED AS FOLLOW DUE TO WATER INFILTRATIONPd MAX.=+53 PSFPd MAX.=+67 PSFPd MAX.=+90 PSF2 5/8" 3 1/8" 4 1/4"Pd MAX.=+80 PSF3 5/8" MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE 2 TRACK FREE STANDING JAMB CAPACITY - PSFSGD PANEL SIZESJAMB W/OREINF.JAMB W/ALUM REINF.JAMB W/STEEL REINF.AVE.PANELWIDTHDOORHEIGHTPSF PSF PSF PSF PSF PSF(IN) (IN) + - + - + -368485.0102.085.0102.085.0102.04285.0 100.0 85.0 102.0 85.0 102.04885.0 90.0 85.0 102.0 85.0 102.05483.0 83.0 85.0 102.0 85.0 102.06077.0 77.085.0 102.0 85.0 102.06673.0 73.085.097.085.0 102.07271.0 71.0 85.093.085.0102.0369085.098.085.0102.085.0102.04285.0 86.0 85.0102.085.0102.04877.0 77.085.0102.085.0102.05471.0 71.085.0 93.0 85.0 102.06066.0 66.0 85.0 86.0 85.0 102.06662.0 62.0 82.0 82.0 85.0 102.07259.0 59.078.0 78.085.0 102.0369685.0 86.0 85.0 102.0 85.0 102.04275.0 75.0 85.099.085.0102.04867.0 67.0 85.088.085.0102.05461.0 61.0 80.0 80.0 85.0102.06056.0 56.074.0 74.085.0102.06653.0 53.070.0 70.085.0 101.07250.0 50.0 66.0 66.0 85.0 96.03610276.0 76.085.0 100.0 85.0 102.04266.0 66.0 85.087.085.0 102.04859.0 59.077.0 77.085.0 102.05453.0 53.0 70.0 70.0 85.0102.06049.0 49.0 65.0 65.0 85.0 94.06646.0 46.0 61.0 61.0 85.0 88.07243.0 43.057.0 57.083.0 83.03610867.0 67.085.0 89.0 85.0 102.04258.0 58.077.0 77.085.0 102.04852.0 52.0 68.0 68.0 85.0 99.05447.0 47.062.0 62.0 85.0 90.06043.0 43.057.0 57.083.0 83.06640.0 40.0 53.0 53.0 77.0 77.07238.0 38.050.0 50.0 73.0 73.03611460.0 60.0 79.0 79.0 85.0102.04252.0 52.0 69.0 69.0 85.0 100.04846.0 46.0 61.0 61.0 85.0 88.05442.0 42.0 55.0 55.0 80.0 80.06038.0 38.0 51.0 51.073.0 73.06636.0 36.047.0 47.068.0 68.07233.0 33.0 44.0 44.0 64.0 64.02 TRACK FREE STANDING JAMB CAPACITY - PSFSGD PANEL SIZESFIXED STILE W/OREINF.FIXED STILE W/ALUM REINF.FIXED STILE W/STEEL REINF.AVE. PANELWIDTHDOORHEIGHTPSF PSF PSF PSF PSF PSF(IN) (IN) + - + - + -3612054.0 54.071.0 71.085.0102.04247.0 47.062.0 62.0 85.0 89.04842.0 42.0 55.0 55.079.0 79.05437.0 37.049.0 49.072.0 72.06034.0 34.0 45.0 45.0 66.0 66.06632.0 32.0 42.0 42.0 61.0 61.07230.0 30.0 39.0 39.057.0 57.03612649.0 49.0 64.0 64.0 85.093.04242.0 42.0 56.0 56.0 81.0 81.04837.0 37.049.0 49.072.0 72.05434.0 34.0 44.0 44.0 64.0 64.06031.0 31.0 41.0 41.0 59.0 59.066- -38.0 38.0 55.0 55.03613244.0 44.0 59.0 59.0 85.0 85.04238.0 38.0 51.0 51.073.0 73.04834.0 34.0 45.0 45.0 65.0 65.05431.0 31.040.0 40.0 58.0 58.060- -37.0 37.0 53.0 53.03613841.0 41.0 53.0 53.077.0 77.04235.0 35.0 46.0 46.067.0 67.04831.0 31.0 41.0 41.0 59.0 59.054- -37.0 37.053.0 53.060- -33.0 33.0 48.0 48.03614437.0 37.049.0 49.071.0 71.04232.0 32.042.0 42.061.0 61.048- -37.0 37.0 54.0 54.054- -33.0 33.0 49.0 49.060- -31.0 31.0 44.0 44.0JAMB W/ LOCK STILEREINF.JAMB W/ FIX STILEREINF.JAMB W/ LOCK STILEUNREINF.JAMB W/ FIX STILEUNREINF.3/16"X4" ALUM.OR STEEL BARFRAME WIDTH# OF PANELSAVE. PANEL WIDTH =173/16"X4" ALUM.OR STEEL BARNOTE: STILE SHOWN FORLAMINATED GLASS OPTION ONLY.CHART COVERS BOTH INSULATEDLAMINATED AND LAMINATED GLASSOPTIONS. MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE 3 TRACK F.STANDING JAMBCAPACITY - PSFSGD PANEL SIZESJAMB W/ALUM REINF.AVE. PANELWIDTHDOORHEIGHTPSF PSF(IN) (IN) + -368485.0 102.04285.0 102.04885.0 102.05485.0 102.06085.0 102.06685.0102.07285.0102.0369085.0102.04285.0 102.04885.0 102.05485.0 102.06085.0 102.06685.0 102.07285.0 102.0369685.0102.04285.0102.04885.0102.05485.0 102.06085.0 102.06685.0 102.07285.0 102.03610285.0 102.04285.0 102.04885.0102.05485.0102.06085.0102.06685.0 102.07285.0 102.03610885.0 102.04285.0 102.04885.0 102.05485.0 102.06085.0102.06685.0102.07285.0102.03611485.0 102.04285.0 102.04885.0 102.05485.0 102.06085.0 102.06685.0102.07285.0102.03 TRACK DESIGN LOAD JAMBCAPACITY - PSFSGD PANEL SIZESJAMB W/ALUM REINF. PANELWIDTHDOORHEIGHTPSF PSF(IN) (IN) + -3612085.0 102.04285.0 102.04885.0 102.05485.0 102.06085.0 102.06685.0102.07285.0102.03612685.0102.04285.0 102.04885.0 102.05485.0 102.06085.0 102.06685.0 102.03613285.0 102.04285.0102.04885.0102.05485.0102.06085.0 102.03613885.0 102.04285.0 102.04885.0 102.05485.0 102.06085.0 98.03614485.0102.04285.0102.04885.0102.05485.0 99.06085.0 90.0JAMB W/ LOCK STILEREINF.JAMB W/ FIX STILEREINF.3/16"X6 1/8"ALUM. BAR3/16"X6 1/8"ALUM. BARFRAME WIDTH# OF PANELSAVE. PANEL WIDTH =18NOTE: STILE SHOWN FOR LAMINATEDGLASS OPTION ONLY. CHART COVERSBOTH INSULATED LAMINATED ANDLAMINATED GLASS OPTIONS. MAY 24, 2013December 30th, 2020 DOOR FRAME HEIGHT PANEL WIDTHDrawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE 6"SPACINGJAMB ANCHOR TYPES:TYPE "A1": 1/4" DIA. KWIKCON (Fu=137 KSI, Fy=138 KSI)·1 1/2" MIN. EMBED INTO 2X WOOD OR WOOD·THRU 1X WOOD BUCKS 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE·1 3/4" MIN. EMBED DIRECTLY INTO fc'=3 KSI MIN. CONCRETE 1/4" DIA. KWIKCON (Fu=137 KSI, Fy=138 KSI)·1 1/2" MIN. EMBED INTO 2X WOOD OR WOOD·THRU 1X WOOD BUCKS 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE·1 3/4" MIN. EMBED DIRECTLY INTO fc'=3 KSI MIN. CONCRETETYPE "B1": 1/4" DIA. ULTRACON+ (Fu=164 KSI, Fy=148 KSI)·1 1/2" MIN. EMBED INTO 2X WOOD OR WOOD·THRU 1X WOOD BUCKS 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE·1 3/4" MIN. EMBED DIRECTLY INTO fc'=3 KSI MIN. CONCRETETYPE "D1": 1/4" DIA. TEKS/DRIL-FLEX SCREW GRADE 5 (Fu=120 KSI, Fy=92 KSI) INTO METAL STRUCTURETYPE "E1": 5/16" TEKS/DRIL-FLEX SCREW (Fu=120 KSI, Fy=92 KSI) INTO METAL STRUCTURE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=36KSI, MIN.) STEEL IN CONTACT WITH ALUM. TO BE PAINTED. MIN. EDGE DISTANCE: CONCRETE 2 12" WOOD: 1" METAL: 1"SUBSTRATEMIN. EDGEDIST.MIN.EMBED.3/8 MAX.SHIM3/8" MAX.SHIM3 TRACK SGD2 TRACK SGD3" O.C.JAMB ANCHOR CHART2 TRACK, 3 TRACK, 4 TRACK OR 5 TRACKJAMB ANCHOR TYPE SUBSTRATEMAX. SHIMANCHOR SPACINGA1CONC.1/4"18"A1WOOD/CONC.3/8"12"A1WOOD/C90 BLOCK 3/8"12"B1CONC.3/8"18"B1WOOD/CONC.3/8"12"C1METAL1/4"18"C1METAL3/8"12"D1METAL3/8"18"MIN. EDGE DIST. 4 11/16"TYPICAL ANCHORIN PAIR @ 3" O.C.194 TRACK SGD3 TRACK SGD4 TRACK SGD2 TRACK SGD3"3"3"2 5/8"SPACING SPACING 3/8" MAX.SHIMSPACING MIN.EMBED.SUBSTRATE MIN. EDGE DIST.MIN.EMBED6 11/16"5 TRACK SGDTYPICAL ANCHORIN PAIRS STAGGERED@ 3" O.C.TYPICAL ANCHORIN PAIRS STAGGERED@ 3" O.C.5 TRACK SGDSPACING 6 11/16"2x WOOD BUCKS OR WOOD STRUCTURAL MIN. EDGE DIST.MIN.EMBED.2 5/8"TYPICAL ANCHORIN PAIRS STAGGERED@ 3" O.C. MAY 24, 2013December 30th, 2020 DOOR FRAME HEIGHT PANEL WIDTHDrawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE 6"12" O.C.JAMB ANCHOR TYPES:TYPE "B2": 1/4" DIA. ULTRACON+ (Fu=164 KSI, Fy=148 KSI) 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 1 5/16" MIN. EDGE DISTANCETYPE "D2": 1/4" DIA. TEKS-SELF DRILLING SCREW (Fu=120 KSI,FY=92 KSI) INTO METAL STRUCTURE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=36KSI, MIN.)TYPE "D2A": 1/4" DIA. SMS (Fu=74 KSI, Fy=57 KSI) 1 1/2" MIN. EMBED INTO WOOD STRUCTURE (SG=0.55 MIN.) 1" MIN. EDGE DISTANCE2"TYPICAL ANCHORSINGLE ROW @ 12" O.C.1 5/16"202"1 5/16"2"1 5/16"METAL STRUCTURETYPICAL ANCHORSINGLE ROW @ 12" O.C. MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE HEAD ANCHOR CAPACITY - PSFSGD PANEL SIZESANCHOR TYPE "A" OR "AA"ANCHOR TYPE "B"AVE. PANELWIDTHDOORHEIGHTA4AA4A6AA6A8AA8A10AA10B4 B6B8(IN) (IN) +/- +/- +/- +/- +/- +/- +/-3684132.4 150.0 150.0 150.0 150.0 150.0 150.042118.9 150.0 150.0 150.0 150.0 150.0 150.048109.2 150.0 150.0 150.0 140.0 150.0 150.054102.2 150.0 150.0 150.0 131.0 150.0 150.06097.1 145.6150.0 150.0124.4150.0 150.06693.4140.1 150.0 150.0 119.8 150.0 150.07291.0136.5 150.0 150.0 116.7 150.0 150.03690121.3 150.0 150.0 150.0 150.0 150.0 150.042108.5 150.0 150.0 150.0 139.1 150.0 150.04899.3 148.9 150.0 150.0127.3150.0 150.05492.4138.7150.0 150.0 118.5 150.0 150.06087.4131.0 150.0 150.0 112.0 150.0 150.06693.6 125.4 150.0 150.0107.2150.0 150.07280.9 121.3 150.0 150.0103.7150.0 150.03696112.0 150.0 150.0 150.0143.6150.0 150.04299.8149.8 150.0 150.0128.0150.0 150.04891.0136.5 150.0 150.0116.7150.0 150.05484.4 126.6 150.0 150.0 108.2 150.0 150.06079.4119.1 150.0 150.0 101.8 150.0 150.06675.6113.5 150.0 150.097.0145.5 150.07282.8 109.2 145.6 150.0 93.3 140.0 150.036102104.0 150.0 150.0 150.0 133.3 150.0 150.04292.4 138.7150.0 150.0 118.5 150.0 150.04884.0 126.0 150.0 150.0107.7150.0 150.05477.7 116.5 150.0 150.0 99.6 149.3 150.06072.8109.2145.6 150.0 93.3 140.0 150.06669.1 103.6 138.1 150.0 88.5 132.8 150.07266.2 99.3 132.4 150.0 84.8127.3150.03610897.1145.6 150.0 150.0 124.4 150.0 150.04286.1 129.1 150.0 150.0 110.3 150.0 150.04878.0 117.0150.0 150.0 100.0 150.0 150.05471.9 107.9 143.8150.0 92.2 138.3 150.06067.2100.8134.4150.0 86.2 129.2 150.06663.5 95.3 127.1 150.0 81.5122.2150.07260.791.0121.3 150.077.8 116.7150.03611491.0 136.5 150.0 150.0116.7150.0 150.04280.5 120.8 150.0 150.0 103.2 150.0 150.04872.8109.2 145.6 150.0 93.3 140.0 150.05466.9 100.4 133.9 150.0 85.8128.7150.06062.4 93.6 124.8 150.0 80.0 120.0 150.06658.888.2117.7 147.1 75.4113.1 150.07256.0 84.0 112.0 112.071.8 107.7 143.6HEAD ANCHOR CAPACITY - PSFSGD PANEL SIZESANCHOR TYPE "A" OR "AA"ANCHOR TYPE "B"AVE. PANELWIDTHDOORHEIGHTA4AA4A6AA6A8AA8A10AA10B4 B6B8(IN) (IN) +/- +/- +/- +/- +/- +/- +/-3612085.6 128.5 150.0 150.0 109.8 150.0 150.04275.6113.5 150.0 150.097.0145.5 150.04868.3 102.4 136.5 150.087.5131.3 150.05462.6 93.9 125.2 150.0 80.3 120.4 150.06058.287.4116.5145.6 74.7112.0149.36654.882.2 109.5 136.970.2105.3 140.47252.0 78.0 104.0130.066.7100.0133.33612680.9121.3 150.0 150.0 103.7 150.0 150.04271.3107.0 142.6 150.0 91.4137.1150.04864.2 96.4 128.5 150.0 82.4 123.5 150.05458.8 88.2117.7 147.1 75.4113.1 150.06054.6 81.9 109.2 136.570.0105.0 140.06651.276.9102.5 128.165.798.5 131.43613276.6 114.9150.0 150.0 98.2147.4150.04267.5101.2134.9150.086.5 129.7150.04860.791.0121.3 150.0 77.8 116.7 150.05455.5 83.2110.9138.7 71.1106.7 142.26051.477.1102.8 128.5 65.9 98.8 131.86648.172.296.3 120.361.792.6 123.43613872.8109.2 145.6 150.0 93.3 140.0 150.04264.0 96.0 128.0 150.0 82.1 123.1 150.04857.586.2 114.9143.7 73.7110.5147.45452.578.7104.9 131.267.3100.9134.56048.5 72.8 97.1121.3 62.2 93.3124.43614469.3 104.0 138.7 150.088.9133.3 150.04260.991.3 121.8 150.0 78.0117.1150.04854.6 81.9109.2136.5 70.0 105.0 140.05449.874.799.6 124.4 63.895.7 127.66046.0 69.0 92.0 114.9 58.9 88.4117.9A4 OR AA4 - A CLUSTER OF (4) TYPE "A" OR "AA" ANCHORS AT HEADA6 OR AA6- A CLUSTER OF (6) TYPE "A" OR "AA" ANCHORS AT HEADA8 OR AA8- A CLUSTER OF (8) TYPE "A" OR "AA" ANCHORS AT HEADA10 OR AA10 - A CLUSTER OF (10) TYPE "A" OR "AA" ANCHORS AT HEADB4 - A CLUSTER OF (4) TYPE "B" ANCHORS AT HEADB6 - A CLUSTER OF (6) TYPE "B" ANCHORS AT HEADB8 - A CLUSTER OF (8) TYPE "B" ANCHORS AT HEAD21FOR ANCHOR TYPES & LAYOUT, SEE SHEET A6 & A7 MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE HEAD ANCHOR CAPACITY - PSFSGD PANEL SIZESANCHOR TYPE "BB"AVE. PANELWIDTHDOORHEIGHTBB4 BB6BB8 BB10(IN) (IN) +/- +/- +/- +/-369697.2145.8 150.0 150.04286.7130.0 150.0 150.04879.0118.5 150.0 150.05473.3109.9 146.6 150.06068.9 103.4137.9150.06665.7 98.5131.3 150.07263.2 94.8 126.4 150.03610290.3135.4 150.0 150.04280.3 120.4 150.0 150.04872.9109.4 145.8 150.05467.4101.1 134.8 150.06063.2 94.8 126.4 150.06660.0 89.9 119.9 149.97257.586.2114.9 143.63610884.3 126.4150.0 150.04274.7112.1149.4 150.04867.7101.6135.4 150.05462.4 93.6 124.8 150.06058.387.5 116.7145.86655.282.7110.3137.97252.7 79.0105.3131.73611479.0118.5 150.0 150.04269.9 104.8 139.8 150.04863.294.8 126.4150.05458.1 87.2 116.2 145.36054.2 81.3108.3135.46651.176.6102.1127.77248.672.9 97.2121.53612074.4111.5148.7150.04265.798.5 131.3 150.04859.3 88.9 118.5 148.15454.4 81.5 108.7 135.96050.675.8101.1126.46647.5 71.3 95.1 118.97245.167.790.3112.93613266.5 99.8 133.1 150.04258.687.8 117.1146.44852.7 79.0105.3131.75448.272.296.3 120.46044.6 66.9 89.2 111.56641.8 62.783.6 104.5HEAD ANCHOR CAPACITY - PSFSGD PANEL SIZESANCHOR TYPE "BB"AVE. PANELWIDTHDOORHEIGHTBB4 BB6BB8 BB10(IN) (IN) +/- +/- +/- +/-3613863.2 94.8 126.4 150.04255.6 83.3111.1138.94849.974.899.8124.75445.5 68.3 91.1 113.96042.163.284.3105.33614460.2 90.3 120.4 150.04252.9 79.3 105.7 132.14847.4 71.194.8 118.55443.2 64.8 86.4 108.06039.9 59.979.899.8BB4 - A CLUSTER OF (4) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGALBB6 - A CLUSTER OF (6) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGALBB8 - A CLUSTER OF (8) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGALBB10 - A CLUSTER OF (10) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGAL22FOR ANCHOR TYPES & LAYOUT, SEE SHEET A7 MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE HEAD ANCHOR CAPACITY - PSFSGD PANEL SIZESANCHOR TYPE "CC"AVE. PANELWIDTHDOORHEIGHTCC4CC6 CC8 CC10(IN) (IN) +/- +/- +/- +/-3696109.9 150.0 150.0 150.04298.0147.0150.0 150.04889.3 134.0 150.0 150.05482.9 124.3 150.0 150.06078.0116.9 150.0 150.06674.3 111.4 148.5 150.07271.5107.2 142.9 150.036102102.1150.0 150.0 150.04290.8 136.1 150.0 150.04882.5123.7150.0 150.05476.2114.3 150.0 150.06071.5 107.2142.9 150.06667.8 101.7 135.6 149.97265.097.5129.9143.63610895.3 142.9 150.0 150.04284.5126.7150.0 150.04876.6114.9 150.0 150.05470.6105.9 141.2 150.06066.0 99.0 131.9 150.06662.4 93.6124.7150.07259.6 89.3 119.1 148.93611489.3 134.0 150.0 150.04279.0 118.6150.0 150.04871.5107.2 142.9 150.05465.798.6 131.4 150.06061.3 91.9 122.5 150.06657.886.6 115.5 144.47255.0 82.5 109.9137.43612084.1 126.1 150.0 150.04274.3111.4 148.5 150.04867.0100.5 134.0 150.05461.592.2 123.0 150.06057.285.8 114.3 142.96653.8 80.7 107.5 134.47251.076.6102.1127.63613275.2112.8 150.0 150.04266.2 99.3 132.4 150.04859.6 89.3 119.1 148.95454.581.7108.9 136.16050.475.7100.9 126.16647.3 70.9 94.5118.1HEAD ANCHOR CAPACITY - PSFSGD PANEL SIZESANCHOR TYPE "CC"AVE. PANELWIDTHDOORHEIGHTCC4CC6 CC8 CC10(IN) (IN) +/- +/- +/- +/-3613871.5 107.2142.9 150.04262.8 94.2125.7150.04856.4 84.6 112.8 141.15451.577.3103.0 128.86047.6 71.595.3 119.13614468.1 102.1 136.1 150.04259.8 89.6 119.5 149.44853.6 80.4 107.2 134.05448.973.3 97.7122.26045.167.790.3 112.8CC4 - A CLUSTER OF (4) ANCHORS TYPE "CC" AT INTERLOCK/ASTRAGALCC6 - A CLUSTER OF (6) ANCHORS TYPE "CC" AT INTERLOCK/ASTRAGALCC8 - A CLUSTER OF (8) ANCHORS TYPE "CC" AT INTERLOCK/ASTRAGALCC10 - A CLUSTER OF (10) ANCHORS TYPE "CC" AT INTERLOCK/ASTRAGALFOR ANCHOR TYPES & LAYOUT, SEE SHEET A723 MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE HEAD ANCHOR CAPACITY - PSFSGD PANEL SIZES ANCHOR TYPE "C" ANCHOR TYPE "D" ANCHOR TYPE "E"AVE. PANELWIDTHDOORHEIGHTC4C6D4 D6D8E4 E6(IN) (IN) +/- +/- +/- +/- +/- +/- +/-3684150.0 150.0 114.9 150.0 150.0 150.0 150.042150.0 150.0 103.2 150.0 150.0 150.0 150.048150.0 150.0 94.8 142.2 150.0 150.0 150.054150.0 150.088.7133.1 150.0 150.0 150.060150.0 150.084.3 126.4150.0 150.0 150.066150.0 150.0 81.1121.7150.0 150.0 150.072150.0 150.0 79.0 118.5 150.0 146.7 150.03690150.0 150.0 105.3 150.0 150.0 150.0 150.042150.0 150.0 94.2 141.3 150.0 150.0 150.048150.0 150.0 86.2 129.3 150.0 150.0 150.054150.0 150.0 80.3 120.4 150.0 149.0 150.060150.0 150.075.8113.8 150.0 140.8 150.066142.2 150.072.6108.9 145.1134.7150.072139.6 150.070.2105.3 140.4 130.4 150.03696150.0 150.097.2 145.8150.0 150.0 150.042150.0 150.0 86.7130.0150.0 150.0 150.048150.0 150.0 79.0 118.5 150.0146.7150.054145.6 150.073.3109.9146.6 136.0 150.060137.0150.0 68.9 103.4137.9128.0 150.066130.5 150.065.798.5 131.3 121.9 150.072125.6 150.0 63.2 94.8 126.4117.3150.036102150.0 150.0 90.3 135.4 150.0 150.0 150.042150.0 150.0 80.3 120.4 150.0 149.0 150.048144.9150.072.9109.4145.8 135.4150.054134.0 150.0 67.4101.1134.8 125.2 150.060125.6 150.0 63.2 94.8 126.4117.3150.066119.1 150.0 60.0 89.9 119.9 111.3 150.072114.2 150.057.586.2 114.9106.7150.036108150.0 150.0 84.3 126.4 150 150.0 150.042148.5 150.074.7112.1 149.4138.7150.048134.6 150.067.7101.6 135.4125.7150.054124.0 150.062.493.6124.8 115.9150.060115.9150.058.3 87.5 116.7108.3 150.066109.6150.0 55.2 82.7110.3102.4 150.072104.7 150.052.779.0 105.397.8 146.736114150.0 150.0 79.0 118.5 150.0146.7150.042138.9 150.0 69.9 104.8 139.8 129.8 150.048125.6 150.0 63.2 94.8 126.4117.3150.054115.5 150.0 58.187.2116.2107.9150.060107.7150.0 54.2 91.3 100.6 100.6 150.066101.5 150.051.5 76.6 94.8 94.8 142.27296.6144.9 48.6 72.990.3 90.3135.4HEAD ANCHOR CAPACITY - PSFSGD PANEL SIZES ANCHOR TYPE "C" ANCHOR TYPE "D" ANCHOR TYPE "E"AVE. PANELWIDTHDOORHEIGHTC4C6D4 D6D8E4 E6(IN) (IN) +/- +/- +/- +/- +/- +/- +/-36120147.8150.074.4111.5148.7138.0 150.042130.5 150.065.798.5 131.3 121.9 150.048117.8150.0 59.3 88.9 118.5 110.0 150.054108.0 150.0 54.4 81.5108.7100.9 150.060100.5 150.0 50.675.8101.1 93.9149.36694.5 141.7 47.5 71.3 95.188.3 140.47289.7 134.6 45.1 67.790.393.8 133.336126139.6 150.0 70.2 105.3 140.4 130.4 150.042123.0 150.0 61.9 92.9 123.8 114.9 150.048110.8 150.0 55.8 83.6 111.5 103.5 150.054101.5 150.0 51.176.6102.1 94.8 142.26094.2 141.347.4 71.194.8 88.0 132.06688.4 132.6 44.566.789.0 82.6 123.936132132.2 150.0 66.5 99.8 133.1 123.5 150.042116.4150.058.6 87.8 117.1 108.7150.048104.7 150.0 52.7 79.0 105.3 97.8 146.75495.7143.5 48.272.296.3 89.4 134.16088.7133.0 44.6 66.9 89.2 82.8 124.26683.0 124.6 41.862.783.677.6116.436138125.6 150.0 63.2 94.8 126.4117.3150.042110.4 150.0 55.6 83.3 111.1 103.2 150.04899.2147.849.974.899.8 92.6 138.95490.5 135.845.568.3 91.184.6126.86083.7 125.6 42.163.284.3 78.2 117.336144119.6 150.060.2 90.3120.4 111.7 150.042105.0 150.0 52.979.3105.7 98.1147.24894.2 141.347.4 71.194.8 88.0 132.05485.9 128.8 43.2 64.8 86.4 80.2 120.36079.3119.0 39.9 59.979.8 74.1111.2C4 - A CLUSTER OF (4) TYPE "C" ANCHORS AT HEADC6 - A CLUSTER OF (6) TYPE "C" ANCHORS AT HEADD4 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEADD6 - A CLUSTER OF (6) TYPE "D" ANCHORS AT HEADD8 - A CLUSTER OF (8) TYPE "D" ANCHORS AT HEADE4 - A CLUSTER OF (4) TYPE "E" ANCHORS AT HEADE6 - A CLUSTER OF (6) TYPE "E" ANCHORS AT HEAD24FOR ANCHOR TYPES & LAYOUT, SEE SHEET A6 MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE SILL ANCHOR CAPACITY - PSFSGD PANEL SIZESANCHOR TYPE "A" / "B"AVE. PANELWIDTHDOORHEIGHTA4 / B4 A6 / B6 A8 / B8(IN) (IN) +/- +/- +/-3684150.0 150.0 150.042149.8 150.0 150.048137.6150.0 150.054128.7150.0 150.060122.3 150.0 150.066117.7150.0 150.072114.7 150.0 150.03690150.0 150.0 150.042136.7150.0 150.048125.1 150.0 150.054116.5 150.0 150.060110.1 150.0 150.066105.3 150.0 150.072101.9 150.0 150.03696150.0 150.0 150.042134.2 150.0 150.048122.3 150.0 150.054113.5 150.0 150.060106.8 150.0 150.066101.7150.0 150.07297.9146.8 150.036102139.8 150.0 150.042124.3150.0 150.048112.9 150.0 150.054104.4 150.0 150.06097.9146.8 150.06692.8 139.3 150.07289.0 133.5 150.036108130.5 150.0 150.042115.7150.0 150.048104.9 150.0 150.05496.7145.0 150.06090.3135.5150.06685.4 128.1 150.07281.6 122.3 150.036114122.3 150.0 150.042108.2 150.0 150.04897.9146.8 150.05490.0 135.0 150.06083.9 125.8 150.06679.1118.6 150.07275.3112.9 150.0SILL ANCHOR CAPACITY - PSFSGD PANEL SIZESANCHOR TYPE "A" / "B"AVE. PANELWIDTHDOORHEIGHTA4 / B4 A6 / B6 A8 / B8(IN) (IN) +/- +/- +/-36120115.1 150.0 150.042101.7150.0 150.04891.8137.6150.05484.2 126.3 150.06078.3 117.4150.06673.6110.4147.37269.9 104.9 139.836126108.7 150.0 150.04295.9 143.8 150.04886.4 129.5 150.05479.1118.6 150.06073.4110.1 146.86668.9 103.3137.86665.297.9130.536132103.0 150.0 150.04290.7136.0150.04881.6 122.3 150.05474.6111.8 149.16069.1 103.6 138.26664.7 97.1129.43613897.9146.8 150.04286.0 129.1 150.04877.3115.9 150.05470.5105.8141.16065.2 97.9 130.53614493.2 139.8 150.04281.8 122.8 150.04873.4110.1146.85466.9 100.4 133.86061.892.7123.6A4 - A CLUSTER OF (4) TYPE "A" ANCHORS AT SILLA6 - A CLUSTER OF (6) TYPE "A" ANCHORS AT SILLA8 - A CLUSTER OF (8) TYPE "A" ANCHORS AT SILLB4 - A CLUSTER OF (4) TYPE "B" ANCHORS AT SILLB6 - A CLUSTER OF (6) TYPE "B" ANCHORS AT SILLB8 - A CLUSTER OF (8) TYPE "B" ANCHORS AT SILL25FOR ANCHOR TYPES & LAYOUT, SEE SHEET A8 MAY 24, 2013December 30th, 2020 HEAD ANCHOR TYPES:TYPE "A": 1/4" DIA. KWIKCON (Fu=137 KSI, Fy=138 KSI) 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C.TYPE "B": 1/4" DIA. ULTRACON+ (Fu=164 KSI, Fy=148 KSI) 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C.TYPE "C": 5/16" DIA. ULTRACON (Fu=177 KSI, Fy=155 KSI) 1 3/4" MIN. EMBED INTO fc'=3515 PSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C.TYPE "D": 1/4" DIA. TEKS/DRIL-FLEX SCREW GRADE 5 (Fu=120 KSI, Fy=92 KSI) INTO METAL STRUCTURE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=36KSI, MIN.)TYPE "E": 5/16" TEKS/DRIL-FLEX SCREW (Fu=120 KSI, Fy=92 KSI) INTO METAL STRUCTURE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy=36KSI, MIN.) STEEL IN CONTACT WITH ALUM. TO BE PAINTED.1/4" MAX. SHIM SPACE Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE MIN. EDGE DIST.1 3/16"MIN. EMBED. MIN. EMBED.METAL STRUCTUREMIN. EDGE DIST.1 3/16"MIN. EDGE DIST.METAL STRUCTUREMETAL STRUCTUREMIN. EDGE DIST.1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE TYPICAL ANCHORSTAGGEREDAT 3" MIN. O.C.TYPICAL ANCHORSEE ELEVATION FORSPACINGTYPICAL ANCHORSEE ELEVATION FOR SPACINGTYPICAL ANCHORSEE ELEVATION FOR SPACING261/4" MAX. SHIM SPACE 0.1250MIN. EDGE DIST.3 1/4"1/4" MAX. SHIM SPACE TYPICAL ANCHORSEE ELEVATION FOR SPACINGMETAL STRUCTURE4 TRACK SGD3 TRACK SGD2 TRACK SGDCONCRETEf'c =3 KSI MIN.CONCRETEf'c =3 KSI MIN.A4 - A CLUSTER OF (4) TYPE "A" ANCHORS AT HEADA6 - A CLUSTER OF (6) TYPE "A" ANCHORS AT HEADA8 - A CLUSTER OF (8) TYPE "A" ANCHORS AT HEADA10 - A CLUSTER OF (10) TYPE "A" ANCHORS AT HEADB4 - A CLUSTER OF (4) TYPE "B" ANCHORS AT HEADB6 - A CLUSTER OF (6) TYPE "B" ANCHORS AT HEADB8 - A CLUSTER OF (8) TYPE "B" ANCHORS AT HEADC4 - A CLUSTER OF (4) TYPE "C" ANCHORS AT HEADC6 - A CLUSTER OF (6) TYPE "C" ANCHORS AT HEADD4 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEADD6 - A CLUSTER OF (6) TYPE "D" ANCHORS AT HEADD8 - A CLUSTER OF (8) TYPE "D" ANCHORS AT HEADE4 - A CLUSTER OF (4) TYPE "E" ANCHORS AT HEADE6 - A CLUSTER OF (6) TYPE "E" ANCHORS AT HEAD3"3"3"2 TRACK SGD4 TRACK SGD3"3"3"CONCRETEf'c =3515 PSI MIN. FOR5/16" ANCHORSCONCRETEf'c =3515 PSI MIN. FOR5/16" ANCHORS3 1/4"3 TRACK SGD3"3"3"3" O.C.3" O .C . 1 7/8"MIN. EDGE DIST.3 1/4"1/4" MAX. SHIM SPACE TYPICAL ANCHORSEE ELEVATION FORSPACINGCONCRETEf'c =3 KSI MIN.MIN. EMBED 7 1/8"CONCRETEf'c =3 KSI MIN.2 3/4"MIN. EMBED7 1/8"2 5/8"METAL STRUCTURETYPICAL ANCHORSEE ELEVATION FORSPACING5 TRACK SGD3"3"3"5 TRACK SGD3 1/4" MAY 24, 2013December 30th, 2020 MIN. EDGE DIST.3 1/4"1/4" MAX. SHIM SPACE TYPICAL ANCHORSEE ELEVATION FOR SPACINGCONCRETEf'c =3 KSI MIN.CONCRETEf'c =3515 PSI MIN. FOR5/16" ANCHORS1/4" MAX. SHIM SPACE MIN. EDGE DIST.1 3/16"MIN. EMBED. MIN. EMBED.MIN. EDGE DIST.TYPICAL ANCHOR STAGGEREDAT 3" MIN. O.C.TYPICAL ANCHORSEE ELEVATION FOR SPACING1/4" MAX. SHIM SPACE0.1250CONCRETEf'c =3 KSI MIN.CONCRETEf'c =3 KSI MIN.HEAD ANCHOR TYPES:TYPE "AA": 1/4" DIA. KWIKCON (Fu=137 KSI, Fy=138 KSI) 1 1/2" MIN. EMBED INTO 2XWOOD BUCKS OR WOOD STRUCTURE SG=0.55 MIN. OR THRU 1BY OR 2BY WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 PSI CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C.TYPE "BB": 1/4" DIA. ULTRACON+ (Fu=164 KSI, Fy=148 KSI) 1 1/2" MIN. EMBED INTO 2XWOOD BUCKS OR WOOD STRUCTURE SG=0.55 MIN. OR THRU 1BY OR 2BY WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 PSI CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C.TYPE "CC": 5/16" DIA. ULTRACON (Fu=177 KSI, Fy=155 KSI) 1 1/2" MIN. EMBED INTO 2XWOOD BUCKS OR WOOD STRUCTURE SG=0.55 MIN. OR THRU 1BY OR 2BY WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 PSI CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C.Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE27 2 TRACK SGDAA4 - A CLUSTER OF (4) TYPE "AA" ANCHORS AT HEADAA6 - A CLUSTER OF (6) TYPE "AA" ANCHORS AT HEADAA8 - A CLUSTER OF (8) TYPE "AA" ANCHORS AT HEADAA10 - A CLUSTER OF (10) TYPE "AA" ANCHORS AT HEADBB4 - A CLUSTER OF (4) TYPE "BB" ANCHORS AT HEADBB6 - A CLUSTER OF (6) TYPE "BB" ANCHORS AT HEADBB8 - A CLUSTER OF (8) TYPE "BB" ANCHORS AT HEADBB10 - A CLUSTER OF (10) TYPE "BB" ANCHORS AT HEADCC4 - A CLUSTER OF (4) TYPE "CC" ANCHORS AT HEADCC6 - A CLUSTER OF (6) TYPE "CC" ANCHORS AT HEADCC8 - A CLUSTER OF (8) TYPE "CC" ANCHORS AT HEADCC10 - A CLUSTER OF (10) TYPE "CC" ANCHORS AT HEAD3"3"3"2 TRACK SGD4 TRACK SGD3"3"3"3 1/4"3 TRACK SGD3"3"3"3"O.C.3"O.C . 1 7/8"3 TRACK SGD4 TRACK SGD1BY OR 2 BY WOOD BUCKS NOT BY ESWINDOWS MUST SUPPORT THE LOADS IMPOSEDBY GLAZING SYSTEM AND TRANSFER THEM TOTHE BUILDING STRUCTURE.1 BY OR 2BYWOOD BUCK1 1/4"MIN.MIN. EMBED.TYPICAL ANCHORSEE ELEVATION FOR SPACINGCONCRETEf'c =3 KSI MIN.1 BY OR 2BYWOOD BUCKMIN. EDGE DIST.7 1/8"1/4" MAX.SHIM SPACE5 TRACK SGD3"3"3"5 TRACK SGD7 1/8"MIN. EDGE DIST.1 3/16"MIN. EDGE DIST.1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE TYPICAL ANCHORSEE ELEVATIONFOR SPACINGTYPICAL ANCHORSEE ELEVATIONFOR SPACING0.1250MIN. EDGE DIST.3 1/4"1/4" MAX. SHIM SPACE TYPICAL ANCHORSEE ELEVATIONFOR SPACING4 TRACK SGD3 TRACK SGD2 TRACK SGD7 1/8"2xWOOD BUCKS ORWOOD STRUCTURETYPICAL ANCHORSEE ELEVATIONFOR SPACING5 TRACK SGD2xWOOD BUCKS ORWOOD STRUCTURE2xWOOD BUCKS ORWOOD STRUCTURE2xWOOD BUCKS ORWOOD STRUCTUREMIN. EDGE DIST.MIN.EMBED. MIN. EMBED. MIN. EMBED. MIN. EMBED. MAY 24, 2013December 30th, 2020 MIN. EMBED. 1/4" MAX. SHIM Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE CONCRETEf'c =3 KSI MIN.CONCRETEf'c =3 KSI MIN.MIN. EMBED.MIN. EDGEDIST.MIN. EDGEDIST.1 7/8"283 TRACK SGD2 TRACK SGDMIN. EMBED. 1/4" MAX.SHIMCONCRETEf'c =3 KSI MIN.MIN. EDGEDIST.3 15/16"4 TRACK SGDTYPICAL ANCHORSTAGGEREDAT 3" O.C.SILL ANCHOR TYPES:TYPE "A": 1/4" DIA. KWIKCON (Fu=137 KSI, Fy=138 KSI) 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C.TYPE "B": 1/4" DIA. ULTRACON+ (Fu=164 KSI, Fy=148 KSI) 1 3/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C.253"3"3"2 TRACK SGD4 TRACK SGD3"3"3"TYPICAL ANCHORSEE ELEVATION FORSPACING1/4" MAX. SHIM TYPICAL ANCHORSEE ELEVATION FORSPACING3 1/4"3 TRACK SGD3"3"3"3"O.C.3"O.C . 1 7/8"CONCRETEf'c =3 KSI MIN.5 TRACK SGDMIN. EDGEDIST.MIN.EMBED 3"3"3"5 TRACK SGD7 1/8"1/4" MAX.SHIM MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE29 7 1/8"CONCRETEf'c = 3000 psi MIN.CONCRETEf'c = 3000 psi MIN.MIN. EDGE DIST.MIN.EMBED SILL RAISER OPTIONSEE SHEET K2 FORLIMITATIONTYPICAL ANCHORSEE PAGESFROM A1 TO A84 3/16"DETAILD1.11DETAILD1.121/4" MAX.SHIMFRAME HEIGHT1/4" MAX.SHIM 1 1/4"LEAF HEIGHT1 3/8"4 15/16"D.L.O.1 1/2"EXTERIOR 7 1/8"CONCRETEf'c = 3000 psi MIN.CONCRETEf'c = 3000 psi MIN.MIN. EDGE DIST.MIN. EMBED DETAILD1.11ADETAILD1.12A1/4" MAX. SHIM FRAME HEIGHT1/4" MAX. SHIM 1 1/4"LEAF HEIGHT1 3/8" 4 15/16"D.L.O.1 1/2" EXTERIOR TYPICAL ANCHORSEE PAGES A1 TO A8TYPICAL ANCHORSEE PAGES A1 TO A8TYPICAL ANCHORSEE PAGESFROM A1 TO A8 MAY 24, 2013December 30th, 2020 CONCRETEf'c = 3000 psi MIN.CONCRETEf'c = 3000 psi MIN.MIN. EDGE DIST.3 15/16"MIN. EMBED.TYPICAL ANCHORSEE ELEVATIONFOR SPACINGMIN. EDGE DIST.3 1/4"TYPICAL ANCHORSEE ELEVATION FOR SPACINGMIN. EMBED.2 3/4"D.L.O.4 15/16"1 3/8"FRAME HEIGHTLEAF HEIGHT 1/4" MAX.SHIM1/4" MAX.SHIM EXTERIOR 1 1/4"Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE30 DETAILD11DETAILD12FOUR (4) TRACK DOOR DETAILSCONCRETEf'c = 3000 psi MIN.MIN. EDGE DIST.3 15/16"MIN. EMBED.TYPICAL ANCHORSEE ELEVATIONFOR SPACINGMIN. EDGE DIST.3 1/4"TYPICAL ANCHORSEE ELEVATION FOR SPACING2 3/4"D.L.O.4 15/16" 1 3/8" FRAME HEIGHT LEAF HEIGHT 1/4" MAX. SHIM 1/4" MAX. SHIM EXTERIOR 1 1/4"DETAILD11ADETAILD12AMETAL STRUCTURE4 3/16" 4 3/16"SILL RAISER OPTIONSEE SHEET K2 FOR LIMITATIONSILL RAISER OPTIONSEE SHEET K2 FOR LIMITATION MAY 24, 2013December 30th, 2020 4 15/16"LEAF HEIGHT 2 3/4"D.L.O.3 1/16"FRAME HEIGHT 1 1/2"MIN. EDGE DIST.1 3/16"CONCRETEf'c = 3000 psi MIN.DETAILD23DETAILD24EXTERIOR Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATEMIN. EDGE DIST.1 7/8"MIN. EMBED.1/4" MAX.SHIM1 3/8"TYPICAL ANCHORSEE ELEVATION FOR SPACINGTYPICAL ANCHORSEE ELEVATION FOR SPACING1/4" MAX.SHIM THREE (3) TRACK DOOR DETAILS4 15/16" LEAF HEIGHT 2 3/4"D.L.O. 3 1/16" FRAME HEIGHT METAL STRUCTURE1 1/2"MIN. EDGE DIST.1 3/16"CONCRETEf'c = 3000 psi MIN.DETAILD23ADETAILD24AEXTERIORMIN. EDGE DIST.1 7/8"MIN. EMBED. 1/4" MAX. SHIM 1 3/8"TYPICAL ANCHORSEE ELEVATION FOR SPACINGTYPICAL ANCHORSEE ELEVATION FOR SPACING1/4" MAX. SHIM 31CONCRETEf'c = 3000 psi MIN.SILL RAISER OPTIONSEE SHEET K2 FOR LIMITATIONSILL RAISER OPTIONSEE SHEET K2 FOR LIMITATIONMIN.EMBED. MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE DETAILD35DETAILD362 3/4"D.L.O.4 15/16"2 9/16"FRAME HEIGHTLEAF HEIGHT 1/4" MAX.SHIM1/4" MAX.SHIM CONCRETEf'c = 3000 psi MIN.MIN. EDGE DIST.MIN. EMBED.CONCRETEf'c = 3000 psi MIN.EXTERIORMIN. EDGE DIST.MIN. EMBED.321 3/8"TYPICAL ANCHORSEE ELEVATION FOR SPACINGTYPICAL ANCHORSEE ELEVATION FOR SPACINGTWO (2) TRACK DOOR DETAILSDETAILD35ADETAILD36A2 3/4"D.L.O.4 15/16" 2 9/16" FRAME HEIGHT LEAF HEIGHT 1/4" MAX. SHIM 1/4" MAX. SHIM CONCRETEf'c = 3000 psi MIN.MIN. EDGE DIST.MIN. EMBED.CONCRETEf'c = 3000 psi MIN.EXTERIOR MIN. EDGE DIST.MIN. EMBED. 1 3/8"TYPICAL ANCHORSEE ELEVATION FOR SPACINGTYPICAL ANCHORSEE ELEVATION FOR SPACINGSILL RAISER OPTIONSEE SHEET K2 FOR LIMITATIONSILL RAISER OPTIONSEE SHEET K2 FOR LIMITATION MAY 24, 2013December 30th, 2020 SUBSTRATE2"PANEL WIDTHFRAME WIDTHD.L.O.1/4" MAX.SHIM2"PANEL WIDTHD.L.O.2"EXTERIORDrawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE33DETAILD47DETAILD48DETAILD49FOUR (4) TRACK DOOR DETAILSSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.TYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGSUBSTRATE2"TYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGD.L.O.1/4" MAX.SHIMDETAILD47AMIN. EDGE DIST.MIN.EMBED4 11/16" MIN. EDGE DIST.4 11/16"MIN.EMBEDLOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE34 SUBSTRATE PANEL WIDTHFRAME WIDTHD.L.O.1/4" MAX.SHIM2"PANEL WIDTHD.L.O.2"EXTERIORDETAILD4.17DETAILD4.18DETAILD4.19TYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACING2"D.L.O.1/4" MAX.SHIMDETAILD4.17AMIN. EDGE DIST.MIN.EMBED3 1/8"3 9/16" SUBSTRATE TYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGMIN. EDGE DIST.MIN.EMBED3 1/8"3 9/16"FIVE (5) TRACK DOOR DETAILSSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE35 SUBSTRATE PANEL WIDTHFRAME WIDTHD.L.O.1/4" MAX.SHIM2"PANEL WIDTHD.L.O.2"EXTERIORDETAILD4.213DETAILD4.214DETAILD4.215TYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACING2"D.L.O.1/4" MAX.SHIMDETAILD4.213AMIN. EDGE DIST.MIN.EMBED3 1/8"3 9/16" SUBSTRATE TYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGMIN. EDGE DIST.MIN.EMBED3 1/8"3 9/16"FIVE (5) TRACK DOOR DETAILSSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE36 2"2"D.L.O.3 3/4"3 11/16"1/2"PANEL WIDTHPANEL WIDTHD.L.O.REINFORCEMENT REQUIREDFOR LEVEL 3 ONLYEXTERIORD.L.O.PANEL WIDTHDETAILD4.311DETAILD4.312FIVE (5) TRACK DOOR DETAILSFOR ANCHOR, SEE SHEET J42"D.L.O.DIFFERENT DETAILEXTERIORDETAILD4.310ADETAILD4.310STANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 2"2"D.L.O.3 3/4"3 11/16"1/2"PANEL WIDTHPANEL WIDTHD.L.O.REINFORCEMENTREQUIRED FORLEVEL 3 ONLYDETAILD4.416ADETAILD4.417DETAILD4.418FOR ANCHOR, SEESHEET J4D.L.O.2"D.L.O.EXTERIORDETAILD4.416Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE37FIVE (5) TRACK DOOR DETAILSDIFFERENT DETAILSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 DETAILD4.544DETAILD4.543Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE38 5 11/16"D.L.O.F.W.EXTERIOREXTERIOR 5 11/16"D.L.O. F.W.90°CORNER DETAILSCORNERS CAN BE USED ON ALL TRACKCONFIGURATIONS3.72141.9557135°4 3/4"D.L.O.F.W.5"D . L . O .F.W.EXTERIORSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 DETAILD4.646DETAILD4.645Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE39 5 11/16"D.L.O.F.W.EXTERIOREXTERIOR 5 11/16"D.L.O. F.W.90°CORNER DETAILS135° E X T E R IO R 4 3/4"D.L.O.F.W.5"D . L . O .F.W.EXTERIORCORNERS CAN BE USED ON ALL TRACKCONFIGURATIONSSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE 2"2"D.L.O.3 3/4"3 11/16"1/2"PANEL WIDTHPANEL WIDTHD.L.O.40REINFORCEMENT REQUIREDFOR LEVEL 3 ONLYEXTERIORD.L.O.PANEL WIDTHDETAILD510DETAILD511DETAILD512FOUR (4) TRACK DOOR DETAILSFOR ANCHOR, SEE SHEET J4STANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 SUBSTRATE2"PANEL WIDTHFRAME WIDTHD.L.O.1/4" MAX.SHIM2"PANEL WIDTHD.L.O.2"EXTERIORDrawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE41DETAILD613DETAILD614DETAILD615FOUR (4) TRACK DOOR DETAILSTYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGD.L.O.SUBSTRATE2"TYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACING1/4" MAX.SHIMDETAILD613AMIN. EDGE DIST.MIN.EMBED4 11/16" MIN. EDGE DIST.4 11/16"MIN.EMBEDSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE42 2"2"D.L.O.3 3/4"3 11/16"1/2"PANEL WIDTHPANEL WIDTHD.L.O.REINFORCEMENTREQUIRED FORLEVEL 3 ONLYFOUR (4) TRACK DOOR DETAILSDETAILD716DETAILD717DETAILD718FOR ANCHOR, SEE SHEET J4D.L.O.STANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 PANEL WIDTH3 3/4"PANEL WIDTHD.L.O.SUBSTRATE 2"2"D.L.O.FRAME WIDTHD.L.O.MIN. EDGEDIST.2 5/8"MIN.EMBED.DETAILD820DETAILD821EXTERIORDrawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE43 1/4" MAX.SHIMTYPICAL ANCHORSEE SHEETS J3 AND J4FOR SPACINGTHREE (3) TRACK DOOR DETAILSDETAILD819STANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 7 7/8"3 3/4"2"3 11/16"Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE D.L.O.DETAILD92344FRAME WIDTHPANEL WIDTHSUBSTRATE MIN. EDGE DIST.MIN.EMBED.2 5/8"PANEL WIDTHD.L.O.1/2"1"1 1/16"EXTERIOR1/4" MAX.SHIMTYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGTHREE (3) TRACK DOOR DETAILSSUBSTRATE MIN. EDGE DIST.MIN.EMBED.2 5/8"1 1/4"1/4" MAX.SHIMTYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACING3 3/4"D.L.O.PANEL WIDTHFRAME WIDTHDETAILD922DETAILD924LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 PANEL WIDTH3 3/4"PANEL WIDTHD.L.O.SUBSTRATE 2"2"D.L.O.FRAME WIDTHD.L.O.MIN. EDGEDIST.2 5/8"MIN.EMBED.DETAILD1026DETAILD1027DETAILD1025EXTERIORDrawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE45 1/4" MAX.SHIMTYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGTHREE (3) TRACK DOOR DETAILSSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 7 7/8"3 3/4"2"3 11/16"Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE D.L.O.DETAILD112846FRAME WIDTHPANEL WIDTHSUBSTRATE MIN. EDGE DIST.MIN.EMBED.2 5/8"DETAILD1129PANEL WIDTHD.L.O.1/2"1"1 1/16"EXTERIOR1/4" MAX.SHIMTYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACING2"3 3/4"SUBSTRATEPANEL WIDTHFRAME WIDTHD.L.O.1/4" MAX.SHIMFREESTANDING JAMB FOR 3 TRACKS OPTIONTHREE (3) TRACK DOOR DETAILSSEE SHEET J1 & J2 FORJAMB OPTION &CAPACITIESLOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 D.L.O.2"D1230DETAILPANEL WIDTHFOR ANCHOR,SEE SHEET J4REINFORCEMENTREQUIRED FORLEVEL 3 ONLYD.L.O.2"D1231DETAILPANEL WIDTHFOR ANCHOR,SEE SHEET J4Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE47 POCKET DETAILREINFORCEMENTREQUIRED FORLEVEL 3 ONLY MAY 24, 2013December 30th, 2020 D12A30ADETAILD12A31ADETAILDrawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE48POCKET DETAILFOR ANCHOR,SEE SHEET J4REINFORCEMENTREQUIRED FORLEVEL 3 ONLY1 7/8"D.L.O.PANEL WIDTHFOR ANCHOR,SEE SHEET J4REINFORCEMENTREQUIRED FORLEVEL 3 ONLY1 7/8"D.L.O.PANEL WIDTH MAY 24, 2013December 30th, 2020 FRAME WIDTHPANEL WIDTHD.L.O.DETAILD1332D1333SUBSTRATE Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE 3 3/4"SUBSTRATEEXTERIORDETAIL 49MIN. EDGEDIST.MIN.EMBED.MIN.EMBED.MIN. EDGE DIST.1/4" MAX.SHIM1/4" MAX.SHIM1"1 1/4"1 1/16"TYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGTYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGTWO (2) TRACK DOOR DETAILSD.L.O.2"PANEL WIDTHFOR ANCHOR,SEE SHEET J4REINFORCEMENTREQUIRED FORLEVEL 3 ONLYD1334DETAILSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 EXTERIORDETAILD1435Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE 7 7/8"2"PANEL WIDTH2"D.L.O.PANEL WIDTHD.L.O.3 3/4"3 11/16"PANEL WIDTHDETAILD143650SUBSTRATE MIN. EDGE DIST.MIN.EMBED.D.L.O.DETAILD1437FRAME WIDTH1/4" MAX.SHIM1"1 1/16"1/2"TYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGPANEL WIDTHFRAME WIDTHD.L.O.SUBSTRATE3 3/4"2"EXTERIOR1/4" MAX.SHIMFREESTANDING JAMB OPTIONTWO (2) TRACK DOOR DETAILSEXTERIOR7 7/8"2"PANEL WIDTHD.L.O.PANEL WIDTHD.L.O.3 3/4"3 11/16"1/2"2"D.L.O.DETAILD1435DETAILD1436OPTIONOPTIONSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 FRAME WIDTHPANEL WIDTHD.L.O.DETAILD1538D1539SUBSTRATE Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE 3 3/4"SUBSTRATEEXTERIORDETAIL 51MIN. EDGEDIST.MIN.EMBED.MIN.EMBED.MIN. EDGE DIST.1/4" MAX.SHIM1/4" MAX.SHIM1"1 1/4"1 1/16"TYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGTYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGTWO (2) TRACK DOOR DETAILSD.L.O.2"D1540DETAILPANEL WIDTHFOR ANCHOR,SEE SHEET J4REINFORCEMENTREQUIRED FORLEVEL 3 ONLYSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 EXTERIORDETAILD1641Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE PANEL WIDTH2"D.L.O.PANEL WIDTHD.L.O.3 3/4"3 11/16"PANEL WIDTHDETAILD164252SUBSTRATE MIN. EDGE DIST.MIN.EMBED.D.L.O.DETAILD1643FRAME WIDTH1/4" MAX.SHIM1"1 1/16"1/2"TYPICAL ANCHORSEE SHEETS J3 & J4FOR SPACINGTWO (2) TRACK DOOR DETAILS7 7/8"2"2"PANEL WIDTH2"D.L.O.PANEL WIDTHD.L.O.3 3/4"3 11/16"D.L.O.1/2"7 7/8"DETAILD1641DETAILD1642OPTIONOPTIONEXTERIORSTANDARD INTERLOCK (LEVEL 1 OPTION 1) SHOWN.SEE SHEET K1 FOR LEVEL 2 AND 3 REINFORCEMENT.LOCK STILE OPTION 1 SHOWN. SEE SHEET E5 FOROPTION 2. MAY 24, 2013December 30th, 2020 HEAD (3 TRACK)ES-SGD2020-0016063-T61SILL (3 TRACK)ES-SGD2020-0026063-T62SILL RAISER 67PSFES-SGD2020-0076063-T67FRAME SILL COVER (3 TRACKS)ES-SGD2020-003 6063-T63JAMB (3 TRACK)ES-SGD2020-004 6063-T64FRAME SILL COVER (2 TRACKS)ES-SGD2020-013 6063-T613UNANCHORED JAMB REINF.FOR 3 TRACKES-SGD2020-006 6005-T56HEAD (2 TRACK)ES-SGD2020-011 6063-T611SILL (2 TRACK)ES-SGD2020-012 6063-T612UNANCHORED JAMB (3 TRACK)ES-SGD2020-0056063-T65JAMB (2 TRACK)ES-SGD2020-014 6063-T6141.875"0.125"6.381"6.588"1.875"0.125"STANDARD SILL RAISER 53PSFES-SGD2020-008 6063-T683.063"0.500"0.063"2.563"0.500"0.063"3.995"1.341" 0.070" 6.430"2.000"0.075"0.100"6.425"2.000"0.125"6.125"0.188"POCKET JAMBES-SGD2020-009 6063-T69JAMB SCREW COVERES-SGD2020-010 6063-T6101.500"2.396"0.080"1.923"1.182"0.062"4.360"2.000"0.984"0.100"1.875"4.974"0.125"1.875"4.643"0.148"0.125"1.926"0.882" 0.063"Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE53FRAME SILL COVER (4 TRACKS)ES-SGD2020-013 6063-T6366.065"1.341" MAY 24, 2013December 30th, 2020 JAMB SCREW COVERES-6011 6063-T61727INTERLOCK AND LOCKSTILE SCREW COVERES-SGD2020-0186063-T618INTERLOCK FOR LAMINATED GLASSES-SGD2020-0226063-T622HEAVY INTERLOCK REINF.ES-SGD2020-019 6063-T619HEAVY INTERLOCK REINF. COVERES-SGD2020-020 6063-T620LOCK STILE FOR LAMINATED GLASSES-SGD2020-0276063-T626ASTRAGALES-SGD2020-023 6063-T623REINF. FOR INTERLOCKES-SGD2020-021 6005-T521UNANCHORED JAMB (2 TRACK)ES-SGD2020-0156063-T615UN-ANCHORED JAMB REINF.FOR 2 TRACKES-SGD2020-016 6063-T6164.055"0.188"TOP RAIL FOR LAMINATED GLASSES-SGD2020-0246063-T624BOTTOM RAIL FOR LAMINATED GLASSES-SGD2020-025 6063-T6250.711"0.287" 0.040"2.000"1.597"0.120"1.745"0.230"0.055"2.000"0.475" 0.115"1.535"1.435"2.000"2.000"0.078"4.047"2.001"0.100"4.945"1.745"0.090"1.525"1.745"0.090"3.658"1.745" 0.078"FIXED STILE FOR LAMINATED GLASSES-SGD2020-026 6063-T61.000"1.742"0.094"Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE54 0.125"4.360"2.000"INTERLOCK HEAVY FOR LAMINATEDES-SGD2020-0856005-T522BINTERLOCK FOR LAMINATEDES-SGD2020-084 6005-T522ALOCKSTILE FOR LAMINATEDES-SGD2020-088 6063-T627A2.000"2.000"0.078"3.711"2.000"0.078"0.313"3.726"1.745" 0.100"0.078"0.078" MAY 24, 2013December 30th, 2020 TOP RAIL FOR INSULATED LAMINATEDES-SGD2020-028 6063-T632INTERLOCK FOR INSULATEDLAMINATED GLASSES-SGD2020-031 6063-T630INSULATED LAMINATEDES-SGD2020-029 6063-T628FIXED STILE FOR INSULATED LAMINATEDES-SGD2020-030 6063-T629REINF. FOR INTERLOCK -INSULATED LAMINATED GLASSES-SGD2020-032 6063-T6311.525"1.745"0.078"4.945"1.745"0.090"1.745"1.000"0.094"2.000"2.000"0.125"0.598"1.455"Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE LOCK STILE FOR INSULATEDLAMINATED GLASSES-SGD2020-033 6063-T6333.658"1.745" 0.100"5534HEAD - 4 TRACKES-SGD2020-034 6063-T635SILL - 4 TRACKES-SGD2020-035 6063-T68.451"1.875"0.125"8.658"1.875" 0.100"38SILL RAISER - 90 PSFES-SGD2020-040 6063-T64.166"0.500"0.063"37 JAMB - 4 TRACKES-SGD2020-0386063-T62.000"8.500"0.100"3.596"0.500"0.368"0.063"82SILL RAISER - 80 PSFES-SGD2020-041 6063-T6BOTTOM RAIL FORINTERLOCK HEAVY FORINSULATE LAMINATEDES-SGD2020-0866005-T531BINTERLOCK FOR INSULATE LAMINATEDES-SGD2020-0876005-T531ALOCKSTILE FOR INSULATE LAMINATEDES-SGD2020-089 6063-T633A2.000"2.000"0.125"3.711"2.000"0.125"0.313"3.726"1.745"0.100"0.078" MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE56 FRAME SILL - 5 TRACKSES-SGD2020-0556063-T665FRAME FRONT SILLES-SGD2020-0546063-T666FRAME FRONT HEADES-SGD2020-062 6063-T667POCKET DOOR CLOSER - 5 TRACKSES-SGD2020-0616063-T672FRAME HEAD - 5 TRACKSES-SGD2020-0636063-T669FRAME FRONT JAMBES-SGD2020-0646063-T670JAMB- 5 TRACKSES-SGD2020-0656063-T673REINF. FOR LOCK STILE LAM. GLASSES-SGD2020-0716063-T674FRAME FRONT SILLES-SGD2020-056 6063-T671FRAME FRONT SILLES-SGD2020-068 6063-T6759.137"1.875"2.070"2.070"2.070"0.099"2.086"1.875" 0.100"2.959"1.875" 0.125"8.057"2.070"2.070"2.070"1.875" 0.125"4.172"0.812" 0.100"2.210"1.863"1.834"2.210"1.015" 9.522"0.330"0.120"6.892"2.000" 0.100"3.271"1.435" 0.183"2.210"2.983" 2.210"2.380"1.434" 0.185"0.125"REINF. FOR LOCK STILE (INSL-LAM.)ES-SGD2020-07X6063-T681 MAY 24, 2013December 30th, 2020 45Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE57 BILL OF MATERIALSITEMPARTDESCRIPTIONMATERIAL REMARKS1ES-SGD2020-001 HEAD (3 TRACK)6063-T6-2ES-SGD2020-002 SILL (3 TRACK)6063-T6-3ES-SGD2020-003 FRAME SILL COVER6063-T6-4ES-SGD2020-004 JAMB (3 TRACK)6063-T6-5ES-SGD2020-005 FREESTANDING JAMB (3 TRACK)6063-T6-6ES-SGD2020-006 UN-ANCHORED JAMB REINFORCEMENT FOR 3 TRACK6005-T5-7ES-SGD2020-007 HI SILL RAISER 3-1/16" HEIGHT6063-T6-8ES-SGD2020-008 STANDARD SILL RAISER 2-9/16" HEIGHT6063-T6-9ES-SGD2020-009 POCKET JAMB6063-T6-10ES-SGD2020-010 JAMB SCREW COVER6063-T6-11ES-SGD2020-011 HEAD 2 TRACK6063-T6-12ES-SGD2020-012 SILL 2 TRACK6063-T6-13ES-SGD2020-013 FRAME SILL COVER6063-T6-14ES-SGD2020-014 JAMB (2 TRACK)6063-T6-15ES-SGD2020-015 FREESTANDING JAMB (2 TRACK)6063-T6-16ES-SGD2020-016 FREESTANDING JAMB REINFORCEMENT FOR 2 TRACK6063-T6-17ES-6011JAMB SCREW COVER6063-T6-18ES-SGD2020-018INTERLOCK AND LOCK STILE SCREW COVER6063-T6-19ES-SGD2020-019HEAVY INTERLOCK REINFORCEMENT6005-T5-20ES-SGD2020-020 HEAVY INTERLOCK REINFROCEMENT COVER6063-T6-21ES-SGD2020-021 REINFORCEMENT FOR INTERLOCK6005-T5-22ES-SGD2020-022 INTERLOCK FOR LAMINATED GLASS6005-T5-22AES-SGD2020-084 INTERLOCK FOR LAMINATED GLASS6005-T5-22BES-SGD2020-085 INTERLOCK HEAVY FOR LAMINATED GLASS6005-T5-23ES-SGD2020-023 ASTRAGAL6005-T5-24ES-SGD2020-024 TOP RAIL FOR LAMINATED GLASS6063-T6-25ES-SGD2020-025 BOTTOM RAIL FOR LAMINATED GLASS6063-T6-26ES-SGD2020-026 FIXED STILE FOR LAMINATED GLASS6063-T6-27ES-SGD2020-027 LOCK STILE FOR LAMINATED GLASS6063-T6-27AES-SGD2020-088 LOCK STILE FOR LAMINATED GLASS6063-T6-28ES-SGD2020-028 TOP RAIL FOR INSULATED LAMINATED GLASS6063-T6-29ES-SGD2020-029 BOTTOM RAIL FOR INSULATED GLASS6063-T6-30ES-SGD2020-030 FIXED STILE FOR INSULATED LAMINATED GLASS6063-T6-31ES-SGD2020-031 INTERLOCK FOR INSULATED LAMINATED GLASS6063-T6-31AES-SGD2020-087 INTERLOCK FOR INSULATED LAMINATED GLASS6005-T5-31BES-SGD2020-086 INTERLOCK HEAVY FOR INSULATED LAMINATED GLASS6005-T5-32ES-SGD2020-032 REINFORCEMENT FOR INTERLOCK INSULATED LAM. GLASS6005-T5-33ES-SGD2020-033 LOCK STILE FOR INSULATED LAMINATED GLASS6063-T6-33AES-SGD2020-089 LOCK STILE FOR INSULATED LAMINATED GLASS6063-T6-34ES-SGD2020-034 HEAD (4 TRACK)6063-T6-35ES-SGD2020-035 SILL (4 TRACK)6063-T6-36ES-SGD2020-036 FRAME SILL COVER (4 TRACK)6063-T6-37ES-SGD2020-037 JAMB (4 TRACK)6063-T6-38ES-SGD2020-040 SILL RAISER 4-3/16" HEIGHT6063-T6-39ES2020-G01 GLAZING GASKET FOR LAMINATED GLASSSILICONE, DURO 70-40ES2020-G02 GLAZING GASKET FOR LAMINATED GLASSSILICONE, DURO 70-41ES2020-G03 GLAZING GASKET FOR INSULATED LAMINATED GLASSSILICONE, DURO 70-42ES2020-G04 INTERLOCK BUMPERBLACK PVC, 60 SHORE D-43ES2020-G05 GLAZING GASKET FOR INSULATED LAMINATED GLASSSILICONE, DURO 70-44W23221NG SILL, HEAD PILEPOLYPROPYLENE-45W23171NK INTERLOCK PILEPOLYPROPYLENE-BILL OF MATERIALSITEMPARTDESCRIPTIONMATERIAL REMARKS46W23211NGINTERLOCK ASTRAGALPOLYPROPYLENE-47WA2LWEEPHOLE COVERPOLYPROPYLENE-48QEZ 447-1QLONFOAM ALL STRUCTURE-49PS01-0035-00B RECESSED FACEPLATE SBML LOCK TWO POINT-50PS01-0035-00BINVOLUTE HANDLE SET--PS01-0014-000-PS01-0014-00B-PS01-0014-117-51PS01-1005-00BADJUSTABLE STRIKEPOLYPROPYLENE-PS01-0060-000 2P-52SGD-1700BUMPERSTEEL AND RUBBER-531986-PRN-3000SS ROLLERSTAINLESS STEEL-54GTT-15006-HKA-01-TE ROLLER-ZAMAK55-#10 X 1-1/4" P.H. SCREW FOR PANEL ASSEMBLYST/ST-56-#12 X 1-1/2" P.H. SCREW FOR FRAME ASSEMBLYST/ST-57-#8 X 3/4" P.H. SCREW FOR HANDLE STRIKEST/ST-58-#10 X 1" F.H. SCREW FOR MORTISE LOCKST/ST-59-#12 X 1" P.H. SCREW FOR BUMPERST/ST-60-#10 X 1" P.H. SCREWST/ST-61-1/4-20 X 2-1/2" PAN HEAD SCREWST/ST-62DC983DOW CORNING 983 STRUCTURAL SILICONESILICONE-63DC791DOW CORNING 791SILICONE-64-GLAZING SPACERALUMINUMHELIMA65ES-SGD2020-055 FRAME SILL- 5 TRACKS6063-T6-66ES-SGD2020-054 FRAME FRONT SILL6063-T6-67ES-SGD2020-062 FRAME FRONT HEAD6063-T6-68ES-SGD2020-021 INTERLOCK REINF. FOR LAMINATED GLASS6063-T5-69ES-SGD2020-063 FRAME HEAD - 5 TRACKS6063-T6-70ES-SGD2020-064 FRAME FRONT JAMB6005-T5-71ES-SGD2020-056 FRAME FRONT SILL6063-T6-72ES-SGD2020-061 POCKET DOOR CLOSER - 5 TRACKS6063-T6-73ES-SGD2020-065 JAMB - 5 TRACK6063-T6-74ES-SGD2020-071 REINF. FOR LOCK STILE LAM. GLASS6063-T6-75ES-SGD2020-068 FRAME FRONT SILL6063-T6-76ALU-P-018SUPPORT FOR HANDLE LOCK6063-T6-77ALU-P-020SUPPORT FOR HANDLE LOCK6063-T6-78ES-W525-014 COVER -POCKET6063-T5-79ES-SGD2020-069 HOOK STRIP BASE6063-T6-80ES-SGD2020-070 HOOK STRIP6063-T681ES-SGD2020-07X REINFORCE FOR LOCK STILE (INSUL-LAM)6063-T682ES-SGD2020-041 SILL RAISER6063-T6- MAY 24, 2013December 30th, 2020 ES-SGD2020-001ES-SGD2020-001Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE58 MAY 24, 2013December 30th, 2020 Drawn DateScaleSheet No.12-29-2020Rev. No.Date Drawn By Description MCY ENGINEERING, INC. GLAZING CONSULTANTS M C Y ES-SGD2020 SLIDING GLASS DOOR (LMI & SMI) ES WINDOWS, INC. Miami, FL 33138 TEL. (305) 624-7775 10653 NE Quaybridge Ct.DRAWING NO. OF 591 2018-05-02 5 TRACK & CORNER MULLIONMCY 2 UPDATEMCY2019-10-16 3 UPDATE TO FBC 2020MCY2020-07-14 4 MCY2020-12-29 UPDATE59FRAME BOTTOM CORNERPANEL BOTTOM CORNER3 TRACK SHOWNFRAME BOTTOM CORNER2 TRACK SHOWNFRAME TOP CORNER3 TRACK SHOWNFRAME TOP CORNER2 TRACK SHOWNPANEL TOP CORNER