Series Sg 2100 Sliding Glass Doors (L.m.i. & S.m.i.)
GLASS TYPE "B" LIMITATIONS OF USE A- THIS PRODUCT EVALUATION DOCUMENT 7/16" NOMINAL TOTAL THK. 1/2" NOMINAL TOTAL THK. B- CONTRACTOR TO BE RESPONSIBLE FOR SG2100 SLIDING GLASS DOORS THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. GENERAL NOTES: - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2020 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. C- THIS PRODUCT EVALUATION DOCUMENT - WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, (G 0.55 OR BETTER) AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. D- SITE SPECIFIC PROJECTS SHALL BE - A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. E- THIS P.E.D. SHALL BEAR THE DATE AND WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. Y PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. - MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE. 1 - ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-16, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 12/30/2020 James 7/16" NOMINAL TOTAL THK. GLASS TYPE "C" - THESE DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION. - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - METAL STRUCTURES NOT BY EMC WINDOWS & DOORS, LLC. MUST SUPPORT LOADS IMPOSED BY WINDOW SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Drawn Date Description NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-12 (3 SEC. GUSTS) Date 2 2 GLASS TYPE "A" C M 2 HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com 3 3 Drawn By 3 29 Rev. No. 29 6 1356 W. 76TH STREET 6 3/16" ANNEALED GLASS For Approval 6 7 5 EMC WINDOWS AND DOORS, LLC. DOWCORNING 899 STRUCTURAL SILICON EXTERIOR 3/16" HS GLASS 0.110" GLASSLAM SAFETY-PLUS Ⅱ INTERLAYER SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) 7 0.090" SENTRYGLAS BY DUPONT .65" MIN. TYP. GLASS BITE EXTERIOR 5 .65" MIN. TYP. GLASS BITE EXTERIOR .65" MIN. TYP. GLASS BITE 5 0.075" SAFLEX STORM GLASS INTERLAYER BY OLD CASTLE GLASS, INC. 3/16" HS GLASS 3/16" HS GLASS GLAZING CONSULTANTS 3/16" ANNEALED GLASS 3/16" HS GLASS MCY ENGINEERING, INC. SERIES SG 2100 SLIDING GLASS DOORS (L.M.I. & S.M.I.) Scale 12/17//2020 DRAWING NO. COVER - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. MAY 24, 2013 December 30th, 2020 Sheet No. SHEET 1 OF 13
96 1/4" MAX. FRAME WIDTH 3' - 6 11/16" MAX. 3' - 6 11/16" MAX. D.L.O. D.L.O. 14" 3" 3" 14 5/8" MAX. B D1 3" 14" DESIGN LOAD (6) @ MTG AT SILL TYPICAL ELEVATION (XO) (FOR SIZES SHOWN ABOVE OR SMALLER AS PERMITTED BY FBC) 80.0 PSF -100.0 PSF A OR B A OR B 3" 3" For Approval A OR B (6) @ MTG AT SILL 12/30/2020 James OPP. 1 1/2" 3" X O TYPICAL ELEVATION (OX) 1 4 1/8" A OR B E D2 94 1/2" MAX. PANEL HEIGHT 89 1/8" MAX. D.L.O. O B D1 14" D D2 1 1/2" 43 7/8" X C D2 96" MAX. FRAME HEIGHT OPP. OPP. 4 1/8" OPP. E D2 A D1 14 5/8" MAX. D D2 OPP. 94 1/2" MAX. PANEL HEIGHT 89 1/8" MAX. D.L.O. 96" MAX. FRAME HEIGHT 14 5/8" MAX. C D2 14 5/8" MAX. 3" A D1 Description 8 Drawn Date Date 1/2" Y B&C HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com 6 Drawn By 3/8" 3" Rev. No. B&C 3" 4 1/4" HEAD & SILL 4 1/8" 1 1/2" 8 3" 96 1/4" MAX. FRAME WIDTH 3' - 6 11/16" MAX. 3' - 6 11/16" MAX. D.L.O. D.L.O. 14" 3" 3" 1/2" 3" 96 1/4" A 14" MAX. 1356 W. 76TH STREET 3" 3" 3" C REQ.@ INTERLOCK EMC WINDOWS AND DOORS, LLC. SHIM GLAZING CONSULTANTS MCY ENGINEERING, INC. TYPE M NO. OF ANCHOR 4 1/8" MAX. 3" 14" MAX. ANCHOR 1 1/2" 1 1/2" 4 1/4" HEAD & SILL 3" SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) HEAD ANCHOR CHART - 2 TRACK Scale 12/17//2020 DRAWING NO. E1 MAY 24, 2013 December 30th, 2020 Sheet No. SHEET 2 OF 13
HEAD & SILL TYP. 3" 3" REQ. @ MTGS 1/2" 3/8" 1/2" 6 4 6 361" 46 5/8" F.W. 46 5/8" F.W. 46 5/8" F.W. 46 5/8" F.W. 46 5/8" F.W. 40 5/8" 40 5/8" 41 1/4" 41 1/4" 40 5/8" 40 5/8" 41 1/4" 11 1/2" 11 1/2" 11 1/2" 11 1/2" 11 1/2" 11 1/2" 11 1/2" 11 1/2" 11 1/2" 11 1/2" 11 1/2" 11 1/2" 11 1/2" 11 1/2" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" X C M X I D4 OPP. X H D4 OPP. X O G D3 C C C C 3" 11 1/2" 2 5/8" TYPICAL EXTERIOR ELEVATIONS OXXXXXXO (4) @ MTG AT SILL 4 TRACK SGD DESIGN LOAD CAPACITIES 65 48 65 36 65 42 96 65 45.125 65 30 65 36 102 EQ. 65 42 58.3 30 65 X X X X EQ. EQ. EQ. Drawn Date Description 90 Date 65 Drawn By ( /-)PSF For Approval (IN) 12/30/2020 James (IN) 1 GLASS "C" DOOR FRAME HEIGHT DOOR FRAME HEIGHT 42 9 3/4" DOOR FRAME WIDTH AVE. PANEL WIDTH 36 C 1 7/16" C 1 1/8" C 4 1/4" C HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com X J D4 OPP. K D4 OPP. Rev. No. X L D4 1356 W. 76TH STREET K D4 EMC WINDOWS AND DOORS, LLC. J D4 I D4 O 6" 7/8" H D4 SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) @10 1/2" O.C. F D3 96" FRAME HEIGHT 89 1/8" 10 1/2" 4 1/2" Y 6" 3" 11 1/2" 11 1/2" SHIM A B&C B&C 46 5/8" F.W. 46 5/8" F.W. 41 1/4" TYPE GLAZING CONSULTANTS 46 5/8" F.W. 3" 1 5/8" 9 3/4" MCY ENGINEERING, INC. HEAD ANCHOR CHART - 4 TRACK ANCHOR MAX. NO. OF ANCHOR Scale 12/17//2020 NOTES: DRAWING NO. 36 39 108 56 52.1 CONFIGURATION FOR 4 PANELS SHOWN, QUALIFY FOR 8 PANEL CONDITIONS. AVE. PANEL WIDTH FRAME WIDTH NO. OF PANEL E2 MAY 24, 2013 December 30th, 2020 Sheet No. SHEET 3 OF 13
DOOR FRAME WIDTH DOOR FRAME HEIGHT F D3 H D4 I D4 J D4 K D4 X O X L D4 K D4 OPP. X J D4 OPP. X X I D4 OPP. H D4 OPP. X O G D3 GLAZING CONSULTANTS MCY ENGINEERING, INC. APPROVED CONFIGURATIONS (FOUR TRACKS) K D4 L D4 K D4 J D4 OPP. OPP. I D4 OPP. H D4 OPP. F D3 J D4 I D4 X X N D5 NOTES: X 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. G D3 2. SEE SHEET 1 FOR APPROVED GLASS INFORMATION. J D4 K D4 N D5 4. SEE SHEET 5 FOR APPROVED ANCHOR TYPES. NUMBER OF ANCHORS REQUIRED SEE SHEET 2. 12/30/2020 James DOOR FRAME WIDTH F 5 M 7 I 6 J 6 K 6 N 7 1 DOOR FRAME HEIGHT 3. SEE SHEET 3 FOR APPROVED SIZE AND DESIGN LOAD. Drawn Date Description I D4 Date H D4 OXXX (SHOWN) XXXO Drawn By O K D4 Rev. No. H D4 For Approval DOOR FRAME HEIGHT DOOR FRAME WIDTH HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com J D4 1356 W. 76TH STREET I D4 EMC WINDOWS AND DOORS, LLC. H D4 SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) M C Y OXXXXXXO Scale 12/17//2020 X X X DRAWING NO. X G 5 XXXX CONFIGURATION M D5 I D4 J D4 K D4 N D5 MAY 24, 2013 December 30th, 2020 Sheet No. SHEET 4 OF 13
CONCRETE ALUMINUM BAR WITH (2) #10 X 5/8" SMS (CONTINUOUS) TYPICAL ANCHOR SEE ELEVATION FOR SPACING WOOD AT HEAD OR JAMB SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMB fc' 3050 psiMIN. C-90 HOLLOW/FILLED BLOCK fM' 2000 psi MIN. 12/30/2020 James 15 ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY 2 1/2" TYPICAL, UNLESS SPECIFIED ON DETAIL INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE 3/4" MIN. WEEP HOLES W1 3/8" X 1 1/2" WEEP HOLES AT 8" FROM EACH END (2) PER PANEL 1 TYPICAL ANCHOR SEE ELEVATION FOR SPACING & REQUEST SILICONE 1" MAX. MIN. EMBEDMENT 1" MAX. 9 3 1/8" 8 OPTION WATER INFILTRATION LIMIT POSITIVE LOAD TO 80 PSF. MIN. EMBEDMENT 18 CONCRETE B D1 WATER INFILTRATION LIMIT POSITIVE LOAD TO 60 PSF. 2 1/4" 3 3/8" B D1 STEEL : 1/8" THK MIN (Fy 36KSI MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Drawn Date Description (Fu 120 KSI, Fy 92 KSI) INTO METAL STRUCTURES OR APPROVED MULLION Date 1/4" TEKS OR SELFDRILLING SCREWS (GRADE 5 CRS) HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com TYPE 'C' - Drawn By 1-1/4" ULTRACON BY 'DEWALT' (Fu 164 KSI, Fy 148 KSI) DIRECTLY INTO CONC. OR MASONRY 1 3/4" MIN. INTO CONCRETE 1 1/4" MIN. INTO HOLLOW BLOCK (JAMB ONLY) 1 3/4" MIN. INTO GROUT FILLED BLOCK (JAMB ONLY) For Approval TYPE 'B' - M 1/4" ULTRACON BY 'DEWALT' (Fu 164 KSI, Fy 148 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD OR THRU WOOD BUCKS INTO CONC. OR MASONRY EMC WINDOWS AND DOORS, LLC. EXTERIOR D.L.O. TYPE 'A' - C (SEE ELEV. FOR SPACING) 1X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY EMC WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 Y TYPICAL ANCHORS FOR 2-TRACK DOOR: Rev. No. 1/2" MAX. MIN. EMBEDMENT A D1 2 FRAME HEIGHT CONCRETE 1356 W. 76TH STREET 4 TYPICAL ANCHOR SEE ELEVATION FOR SPACING EDGE DIST SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) 3 3/8" 3/4" STEEL OR APPROVED MULLION (UNDER SEPARATE APPROVAL) GLAZING CONSULTANTS 1 1/2" 1 1/2" MAX. 1/2" MAX. 1x WOOD BUCK TYPICAL ANCHOR SEE ELEVATION FOR SPACING 1/2" MAX. 2X WOOD BUCK OR WOOD STRUCTURE TYPICAL ANCHOR SEE ELEVATION EDGE DIST FOR SPACING MIN. EMBEDMENT SEALANT MIN. EMBEDMENT CONCRETE TYPICAL ANCHOR SEE ELEVATION FOR SPACING & REQ. 1 1/2" MCY ENGINEERING, INC. EDGE DIST. EDGE DIST. Scale 12/17//2020 DRAWING NO. 1 1/2" 1 1/2" NON SHRINK HIGH STRENGTH GROUT fc' 10 KSI MIN. WITH BONDING AGENT SEALANT ALL FRAME AND SASH CORNER SEAMS AND JOINTS WERE SEALED USING SCHNEE MOREHEAD SEAM SEALER SM 5504 D1 MAY 24, 2013 December 30th, 2020 Sheet No. SHEET 5 OF 13
12 5 14 18 11 19 4 1/2" SHIM MAX. 17 11 19 4 C M For Approval 1 EDGE DIST. 12/30/2020 James 1 1/2" MIN. EMBEDMENT CONCRETE/ CONCRETE BLOCK 1 1/2" TYPICAL ANCHOR SEE ELEVATION FOR SPACING Drawn Date EXTERIOR 1/2" SHIM MAX. Scale 12/17//2020 DRAWING NO. 1/4" SHIM MAX. FRAME WIDTH C D2 Description 10 STEEL OR APPROVED MULLION (UNDER SEPARATE APPROVAL) Date FRAME WIDTH TYPICAL ANCHOR SEE ELEVATION FOR SPACING E D2 HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com 1/2" SHIM MAX. 1/4" TEKS Drawn By #14 SMS FH D D2 C D2 3 1/8" Rev. No. D.L.O. 1356 W. 76TH STREET D.L.O. EMC WINDOWS AND DOORS, LLC. EXTERIOR SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) EXTERIOR EDGE DIST. Y MIN. EMBEDMENT GLAZING CONSULTANTS 6 CONCRETE/ CONCRETE BLOCK 2X WOOD BUCKS OR WOOD STRUCTURE 7 MIN. EMBEDMENT 2 7/8" EDGE DIST. 1 1/2" EDGE DIST. 17 1 1/2" #10 PPH SMS @ 5" FROM BOTTOM & 30" O.C. 10 MCY ENGINEERING, INC. TYPICAL ANCHOR SEE ELEVATION FOR SPACING TYPICAL ANCHOR SEE ELEVATION FOR SPACING E D2 D2 MAY 24, 2013 December 30th, 2020 Sheet No. SHEET 6 OF 13
METAL STRUCTURE 1x WOOD BUCK 1/2" MAX. SEALANT 3" 1/2" MAX. MIN. EMBED EXTERIOR 3 G D3 2 ANCHOR OPTIONS SEE SHEET D1 ALUMINUM BAR WITH (2) #10 X 5/8" SMS (CONTINUOUS) 1 1" MAX. 15 12/30/2020 James 18 Drawn Date Description For Approval 28 3 1/8" 3 3/8" 21 Date 5 Drawn By D.L.O. FRAME HEIGHT MIN.EDGE DIST TYPICAL ANCHOR SEE ELEVATION FOR SPACING HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com 3 Rev. No. 5 f'c 3050psi MIN 1356 W. 76TH STREET F D3 C CONCRETE M 2 1/2" MAX. 17 Y 4 TYPICAL ANCHOR SEE ELEVATION FOR SPACING SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) 4 3" EMC WINDOWS AND DOORS, LLC. MIN.EDGE DIST MIN. EMBED 3 3/8" 20 GLAZING CONSULTANTS TYPICAL ANCHOR SEE ELEVATION FOR SPACING MCY ENGINEERING, INC. CONCRETE f'c 3050 psi MIN. 3" 1/2" MAX. 3" MIN. EMBED EDGE DIST. EDGE DIST. TYPICAL ANCHOR SEE ELEVATION FOR SPACING Scale CONCRETE f'c 3050 psi MIN. EDGE DIST. MIN. EMBED 12/17//2020 NON SHRINK HIGH STRENGTH GROUT fc' 10 KSI MIN. W/BONDING AGENT 1 3/8" TYPICAL ANCHOR SEE ELEVATION FOR SPACING DRAWING NO. 1X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY EMC WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. D3 MAY 24, 2013 December 30th, 2020 Sheet No. SHEET 7 OF 13
12 26 5 24 27 26 12 #10 X 1" SDS 27 1" (9) PAIRS OF #12 X 1 1/2" AT 1",7 5/8" FORM THE END, AND 12" O.C 24 25 13 27 1" (9) PAIRS OF #12 X 1 1/2" AT 1",7 5/8" FORM THE END, AND 12" O.C EXTERIOR 2 7/8" D.L.O. 3 3/4" H D4 D.L.O. I D4 3 3/4" D.L.O. J D4 #10 X 1" SDS 5 27 12 26 25 11 1" 23 11 Drawn Date 5 Date Drawn By Rev. No. 24 Description For Approval 3 12/30/2020 James 1/2" MAX. 1 MIN. EMBED HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com 13 C 25 Y (8) OF #12 X 1 1/2" AT 4 1/4" FORM THE END, AND 12" O.C M 4 1/2" #10 X 1" PPH SDS @ 5" FROM BOTTOM & 6 7/8" O.C. 3 1356 W. 76TH STREET 27 GLAZING CONSULTANTS 3 EMC WINDOWS AND DOORS, LLC. 5 3 MCY ENGINEERING, INC. 11 #10 X 1" SDS SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) #10 X 1" PPH SDS @ 5" FROM BOTTOM & 8" O.C. 1 1/4" MIN. E.D. TYPICAL ANCHOR SEE ELEV. FOR SPACING 22 4 Scale 12/17//2020 DRAWING NO. 13 D.L.O. 27 3 3/4" K D4 EXTERIOR D.L.O. EXTERIOR 5" L D4 D.L.O. D4 MAY 24, 2013 December 30th, 2020 Sheet No. SHEET 8 OF 13
D.L.O. 2 7/8" 22 1/2" MAX. 1/2" MAX. EXTERIOR 1/2" MAX. TYPICAL ANCHOR SEE ELEVATION FOR SPACING MAY 24, 2013 December 30th, 2020 N D5 Drawn Date HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com 1356 W. 76TH STREET EMC WINDOWS AND DOORS, LLC. SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) 4 1/2" CONCRETE OR MASONRY 4 1/2" METAL STRUCTURE MIN. EMBED 1 1/4" MIN. EDGE DIST. 4 Description D.L.O. 11 Date EXTERIOR 5 EDGE DIST. 3 M C 1" MIN. Y GLAZING CONSULTANTS MCY ENGINEERING, INC. 1 1/4" MIN. EDGE DIST. MIN. EMBED Drawn By M D5 5 1 BY WOOD BUCK Rev. No. 2 7/8" 3 4 1/2" 1 1/4" MIN. E.D. 11 For Approval 1/2" MAX. 4 TYPICAL ANCHOR SEE ELEVATION FOR SPACING 12/30/2020 James MIN. EMBED EDGE DIST. CONCRETE OR MASONRY 4 1/2" 22 TYPICAL ANCHOR SEE ELEVATION FOR SPACING 1 1 1/4" MIN. EDGE DIST. TYPICAL ANCHOR SEE ELEVATION FOR SPACING 12/17//2020 Scale DRAWING NO. D5 Sheet No. SHEET 9 OF 13
ALUM. FRAME HEAD ALUM. 6063-T5 EMC WINDOWS AND DOORS, LLC. SW-43127 ALUM. PANEL TOP & BOTTOM RAIL ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 3 SW-43128 ALUM. GLAZING STOP ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 4 ULTRAPILE WOOL PILE WOOL ULTRAFAB 5 E201 BULB VINYL VINYL ULTRAFAB 6 - SPACER BUTTON RUBBER ULTRAFAB 7 DOW 899 STRUCTURAL SILICONE SILICONE DOW CORNING 899 8 SW-43125 ALUM. FRAME SILL TRACK ALUM. 6063-T5 EMC WINDOWS AND DOORS, LLC. 9 39.10 ROLLER ASSEMBLY STEEL TRUTH 10 SW-43123 ALUM. FRAME JAMB ALUM. 6063-T5 EMC WINDOWS AND DOORS, LLC. 11 SW-43126 ALUM. PANEL JAMB ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 12 SW-43130 ALUM. PANEL INTERLOCK ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 13 SW-43129 ALUM. PANEL INTERLOCK INVERTED ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 14 1x1-1/2X1/8" HRB66 - 15 .119X2.750 WATER BAR ALUM. 6063-T5 EMC WINDOWS AND DOORS, LLC. 16 SM 5504 JOINT SEALER SEAM SEALER SCHNEE MORE HEAD SEAM SELER 17 2.000 X .750 SHEAR ANGLE 1 AT FIXED PANEL JAMB 30" O.C. ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. WITH #10X5/8" PPH SMS 18 2.000 X 1.750 SHEAR ANGLE 2 ALUM. 6063-T5 EMC WINDOWS AND DOORS, LLC. 19 2992 METAL TRUTH 20 - HEAD (4 TRACK) ALUM. 6063-T5 EMC WINDOWS AND DOORS, LLC. 21 - SILL (4 TRACK) ALUM. 6063-T5 EMC WINDOWS AND DOORS, LLC. 22 - JAMB (4 TRACK) ALUM. 6063-T5 EMC WINDOWS AND DOORS, LLC. 23 - ASTRAGAL ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC. 24 - FLAT BAR 3/8" X 2" ALUM. 6061-T6511 - 25 - FLAT BAR 3/8" X 2.20" ALUM. 6061-T6511 - 26 - FLAT BAR 0.065" X 1.21" ALUM. 6063-T5 - ALUM. 6063-T5 - 1"X1 2"X 8" ALUM. REIN. TUBE 28 - ROLLER ASSEMBLY STEEL - 29 - SETTING BLOCKS, DUROMETER 70 5 EPDM - HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com 1356 W. 76TH STREET Drawn Date Description - Date 27 Drawn By 1 Rev. No. 1 For Approval PANEL HOOK LOCK AND HANDLE 12/30/2020 James STEEL TUBE REINFORCEMENT 1 2 C SW-43124 Y MANUFACTURER/REMARKS GLAZING CONSULTANTS MATERIAL EMC WINDOWS AND DOORS, LLC. 1 DESCRIPTION M PART # SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) ITEM # MCY ENGINEERING, INC. BILL OF MATERIALS Scale 12/17//2020 DRAWING NO. BOM MAY 24, 2013 December 30th, 2020 Sheet No. SHEET 10 OF 13
0.125" 1.625" 1.000" 1.425" 0.075" 6.825" 1.500" 0.775" 0.338" 1.425" 1.425" FRAME HEAD 10 6063-T5 FRAME JAMB 14 6063-T5 0.075" REINFORCEMENT TUBE 20 STEEL HEAD (4 TRACK) 6063-T5 6.825" 2.430" PANEL INTERLOCK 6063-T6 17 SHEAR ANGLE 1 6063-T5 2.000" 24 1.425" 24 3.000" FRAME SILL TRACK 6063-T5 PANEL INTERLOCK INVERTED 6063-T6 1. 6063-T5 25 1.710" 18 FLAT BAR 6061-T6511 Drawn Date Scale 1.210" SHEAR ANGLE 2 6063-T5 26 FLAT BAR 6063-T5 DRAWING NO. 0.068" 2.000" 13 JAMB (4 TRACK) 12/17//2020 2.200" 3.825" 8 2.200" 22 1.415" 2.250" 0.075" 0.075" 0.800" 0.069" 1.425" 5" 0.750" FLAT BAR 6061-T6511 Description 12 6063-T5 ASTRAGAL 6063-T6 0.375" GLAZING STOP 23 0.125" 1.500" 3 0.760" 7.000" 2.199" 0.069" 1.415" 0.810" 0.050" 0.075" 1.960" 0.800" 2.785" 0.075" 3.000" 0.745" 2.045" Date 1.240" HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com 6063-T5 Drawn By 6063-T5 SILL (4 TRACK) Rev. No. 21 1356 W. 76TH STREET 6063-T6 WATER BAR For Approval 15 12/30/2020 James 6063-T6 PANEL JAMB 1 11 0.375" PANEL TOP/BOTTOM EMC WINDOWS AND DOORS, LLC. 0.070" 2 SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) 0.075" 2.250" 1.245" 2.750" 0.800" 2.650" 1.912" M 0.119" 1.265" 0.955" 0.220" 0.075" C Y 1 4.000" 1.625" 0.865" 3.825" GLAZING CONSULTANTS MCY ENGINEERING, INC. 1.425" 1.240" 1.000" 27 ALUM. REIN. TUBE 6063-T5 MATERIAL MAY 24, 2013 December 30th, 2020 Sheet No. SHEET 11 OF 13
2 (2) 1/4" x 2" PPH SMS 3 (3) #10 PPH SMS 8 3 2 PANEL CONNECTION Drawn Date MAY 24, 2013 December 30th, 2020 Description 11 Date 3 Drawn By For Approval HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com 1356 W. 76TH STREET C Y 18 Rev. No. JAMB CONNECTION TO FRAME HEAD & SILL 12/30/2020 James 10 1 1 GLAZING CONSULTANTS MCY ENGINEERING, INC. 13 OR 12 EMC WINDOWS AND DOORS, LLC. 3 M (3) #10 PPH SMS SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) (2) 1/4" x 2" PPH SMS 12/17//2020 Scale DRAWING NO. ASSEMBLE Sheet No. SHEET 12 OF 13
Drawn Date JAMB CONNECTION TO FRAME HEAD & SILL MAY 24, 2013 December 30th, 2020 Date Description For Approval 21 Drawn By 12/30/2020 James (5) #10 PFH SMS Rev. No. 1 22 HIALEAH, FL 33014 TEL. (305) 283-6280 EMCWindowsDoors@gmail.com 1356 W. 76TH STREET EMC WINDOWS AND DOORS, LLC. M C Y GLAZING CONSULTANTS MCY ENGINEERING, INC. 20 SERIES SG2100 SLIDING GLASS DOOR (L.M.I. & S.M.I.) (5) #10 PFH SMS 12/17//2020 Scale DRAWING NO. ASSEMBLE Sheet No. SHEET 13 OF 13
3/16" hs glass 3/16" hs glass 0.090" sentryglas.65" min. typ. glass bite glass type "b" 3 6 7 5 3/16" hs glass 3/16" hs glass 0.075" saflex storm glass.65" min. typ. glass bite exterior glass type "a" 2 3 6 7 5 2 dowcorning 899 structural silicon note: glass capacities are based on astm e1300-12 (3 sec. gusts) by dupont interlayer by old castle .
2100-SR007 CENTERLINE 2100 MCC Specification Guide, CSI Format 2100-SR008 DeviceNet Specification Guide 2100-IN012 CENTERLINE 2100 User Manual 2100-PP022 CENTERLINE 2100 SecureConnect Product Profile 2100-AT003 Power System Configuration Considerations for Selection of CENTERLINE 2100 MCCs MCC-UM002 IntelliCENTER Software User Manual
Open-Q 2100 Development Kit . Open-Q 2100 Dev Kit User Guide 11 . 3 Open-Q 2100 Development Kit . 3.1 Introduction . The Open-Q 2100 Development Kit provides a reference platform for Qualcomm's latest 2100 series - Qualcomm 2100 processor. This kit is suited for Android / Linu application developers, OEMs, consumer x
INSTINCT 8 SLIDING DOORS INSTINCT 8 SLIDING DOORS 104 Prices include VAT All dimensions in mm 105 SLIDING DOORS INSTINCT 8 SLIDING DOORS Code Description Adjustment (mm) RRP INS04A0 Instinct 8 1000mm Sliding Door 950-990 676.00 INS04B0 Instinct 8 1100mm Sliding Door 1050-1090 676.00 INS04C0 Instinct 8 1200mm Sliding Door 1150-1190 676.00 INS04DH Instinct 8 1400mm Sliding Door 1350-1390 .
VFX MRL Electrical Data 5 Capacity Speed Front/Rear Empty Car Weight % CWT Rise HP FLA 2100 100 Front 2863lbs 50 150ft 3.9 12.2 2100 150 Front 2863lbs 50 150ft 5.8 12.2 2100 200 Front 2863lbs 50 150ft 7.7 12.2 2100 250 Front 2863lbs 50 150ft 9.7 21.2 2100 300 Front 2863lbs 50 150ft 11.6 21.2 2100 350 Front 2863lbs 50 150ft 13.6 21.2
CRL2810 Single sliding door wall or ceiling mount installation CRL2810F Single sliding door with fixed panel wall or ceiling mount installation CRL2810G Single sliding door glass fixed panel mount installation CAT. NO. KIT DESCRIPTION SINGLE SLIDING DOOR KITS FOR 8 TO 10MM TOUGHENED GLASS 3m satin anodised top track with standard cover plate 08 .
Mounting the sliding crosscut table to your saw: Before continuing, make sure the sliding table top is locked to the sliding table assembly. If the sliding table top is not locked, pull out the sliding table lock knob on the bottom of the table assembly and rotate it 90 degrees, then release. Slowly slide
Door and Window Sliding Systems 3 Contents www.kawneer.co.uk Door and Window Sliding Systems Product Selector 4 AA 3720 Folding/Sliding Door 6 AA 3572 Lift/Slide Door 14 AA 3110 Horizontal Sliding Window 22 AA 3110HW Healthcare Window 28 AA 3610/AA 3610LS Vertical Sliding Windows 36 Supporting Your Projects 42
Prosedur Akuntansi Hutang Jangka Pendek & Panjang BAGIAN PROYEK PENGEMBANGAN KUR IKULUM DIREKTORAT PENDIDIKAN MENENGAH KEJURUAN DIREKTORAT JENDERAL PENDIDIKAN DASAR DAN MENENGAH DEPARTEMEN PENDIDIKAN NASIONAL 2003 Kode Modul: AK.26.E.6,7 . BAGIAN PROYEK PENGEMBANGAN KURIKULUM DIREKTORAT PENDIDIKAN MENENGAH KEJURUAN DIREKTORAT JENDERAL PENDIDIKAN DASAR DAN MENENGAH DEPARTEMEN PENDIDIKAN .
