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Home My WebLink AboutSLIDING GLASS DOOR SPECSFLORIDA PRODUCT APPROVAL #29078 SERIES 4025A, NON -IMPACT RESISTANT TABLE 1A SLIDING GLASS DOOR I. GLAZING OPTIONS: 1. 3/16" TEMPERED GLASS. 2. 1/4" TEMPERED GLASS. 3. 5/8" INSULATED GLASS (I.G.); (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/4" AIR SPACE. 2. CONFIGURATIONS: SEE SHEET 3. 3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. D. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORTS FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275, FTL-4277, FTL-4278, FTL-4280, FTL-4285, FTL-4341, FTL-5095 AND FTL 18-8217. >ELCO ULTRACON AND CRETEFLEX NOA'S >ANSI/AF&PA NDS FOR WOOD CONSTRUCTION >ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES ............. 1 GLAZING DETAILS............ 1 DESIGN PRESSURES....... 2 CONFIGURATIONS........... 3 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS............ 5-6 "X" & "O" CLIP INSTALL.... 7 ANCHORAGE .................... 8-9 EXTRUSIONS .................... 10-11 PARTS LIST ....................... 12 DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON SHEET 2 NOT RATED FOR MISSILE IMPACT RESISTANCE Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment or Metal Thickness A 1/4" 410 SS Elco CreteFlex Head / Sill Southern Pine (SG = 0.55) 1" 1.687" 1-3/8" P-hook 1" 1" 1-3/8" Jamb 1" 1.594" 1-3/8" #12 Steel SMS (Gr. 5) Head / Sill Southern Pine (SG = 0.55) / 6063-T5 Aluminum 1" 1.687" 1-3/8" / 1/8" P-hook 1" 1" 1-3/8" / 1/8" Jamb 1" 1.594" 1-3/8" / 1/8" 1/4" Elco UltraCon Head / Sill Concrete (min. 2.85 ksi) 1-3/4" 1.687" 1-3/4" P-hook Concrete (min. 2.85 ksi) 1-1/4" 4" 1-3/8" Jamb Hollow Block (ASTM C90) 2-1/2" 1.594" 1-1/4" B Head / Sill / Jamb Concrete (min. 3.0 ksi) 1-1/2" 1-1/2" 1-3/4" 1/4" DeWalt P-hook Concrete (min. 3.0 ksi) 1-1/4" 4" 1-3/8" P-hook Hollow Block (ASTM C90) 1-1/2" 4" 1-1/4" UltraCon+ Jamb Hollow Block (ASTM C90) 1-1/2" 1-1/2" 1-1/4" C 1/4" 410 SS Elco CreteFlex Head / Sill Concrete (min. 3.35 ksi) 2-1/2" 1.687" 1-3/4" P-hook Concrete (min. 3.35 ksi) 1-1/4" 3" 1-3/4" Jamb Hollow Block (ASTM C90) 2-1/2" 1.594" 1-1/4" 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3/16" MONOLITHIC GLASS GLASS TYPE 1 BITE 1/4" MONOLITHIC GLASS GLASS TYPE 2 111 S NOM. 5/8" I.G. 1/4" AIR SPACE 3/16" T BITE A I I �fl 3/8" GLASS BITE 115 5/8" I.G. GLASS GLASS TYPE 3 ``�+titilll,rrrl�� COMPARATIVE ANALYSIS: TABLE 1. >EXTENDED SILL, 2 1/2" HIGH >SINGLE/SINGLE INTERLOCK >NO REINFORCEMENT (SEE SECTIONS ON SHEET 5) GLASS TYPES: 1. 3/16" TEMPERED 2. 1/4" TEMPERED 3. 5/8" TEMPERED I.G. (3/16"T, 1/4"SPACE, 3/167) NOM. cn DOOR HEIGHT PANEL Q 80" (68) 84" (7) 90" (76) 96" (8) WIDTH (D 2 +65.0 -98.8 +65.0 -70.0 +64.6 -64.6 +60.0 -60.0 24" (2())1, 3 +65.0 -107.1 +65.0 -80.0 +65.0 -73.8 +65.0 -68.6 1,2 +65.0 -82.7 +58.4 -58.4 +53.8 -53.8 +49.8 -49.8 30" (26) 3 +65.0 -89.6 +65.0 -66.8 +61.4 -61.4 +56.9 -56.9 1,2 +65.0 -72.3 +50.9 -50.9 +46.7 -46.7 +43.1 -43.1 36" (3°) 3 +65.0 -78.3 +58.2 -58.2 +53.3 -53.3 +49.2 -49.2 1,2 +65.0 -65.1 +45.7 -45.7 +41.7 -41.7 +38.4 -38.4 42" (36) 3 1 +65.0 1 -70.5 +52.2 -52.2 +47.7 -47.7 +43.9 -43.9 1,21 +60.0 -60.0 1 +42.0 -42.0 1 +38.2 -38.2 1 +35.0 -35.0 48" (4°) 3 1 +65.0 -65.0 1 +48.0 -48.0 1 +43.6 -43.6 1 +40.0 -40.0 COMPARATIVE ANALYSIS: TABLE 2. >EXTENDED SILL, 2 1/2" HIGH >SINGLE/SINGLE INTERLOCK >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 5) GLASS TYPES: 1. 3/16" TEMPERED 2. 1/4" TEMPERED 3. 5/8" TEMPERED I.G. (3/16"T,1/4"SPACE, 3/16"T) NOM. u) DOOR HEIGHT PANEL g WIDTH c9 80" (6) 84" (70) 90" (76) 96" (80) 24" (20) 1,2,3 +65.0 -105.9 +65.0 -100.0 +65.0 -92.3 +65.0 -85.7 30" (26) 1,2,3 +65.0 -88.6 +65.0 -83.5 +65.0 -76.8 +65.0 -71.1 36" (30) 1,2,3 +65.0 -77.4 +65.0 -72.7 +65.0 -66.7 +61.5 -61.5 42" (36) 1,2,3 +65.0 -65.3 j +65.0 -65.3 j +59.6 -59.6 j +54.9 -54.9 48" (40) 1,2,3 +50.0 -50.0 1 +50.0 -50.0 1 +50.0 -50.0 1 +50.0 -50.0 NOTES: INTERIOR EXTERIOR SINGLE/SINGLE INTERLOCK NO REINFORCEMENT INTERIOR EXTERIOR SINGLE/SINGLE INTERLOCK REINFORCED 1. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 2 1/2" HIGH SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3/4" SILL. NEGATIVE PRESSURES ARE UNCHANGED 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. COMPARATIVE ANALYSIS: TABLE 3. >EXTENDED SILL, 2 1/2" HIGH >SINGLE/DOUBLE INTERLOCK (OUTSIDE) >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 6) GLASS TYPES: 2. 1/4" TEMPERED 3. 5/8" TEMPERED I.G. (3/16"T, 1/4"SPACE, 3/167) NOM. u) DOOR HEIGHT PANEL WIDTH (D 80" (6) 84" (70) 90" (76) 96" (80) 2 +65.0 -127.1 +65.0 -120.0 +65.0 -110.8 +65.0 -102.9 24" (2°) 3 +65.0 -130.0 +65.0 -130.0 +65.0 -120.0 +65.0 -111.4 2 +65.0 -106.3 +65.0 -100.2 +65.0 -92.2 +65.0 -85.3 30" (26) 3 +65.0 -115.2 +65.0 -108.5 +65.0 -99.8 +65.0 -92.4 2 +65.0 -92.9 +65.0 -87.3 +65.0 -80.0 +65.0 -73.8 36" (3°) 3 1 +65.0 -100.6 +65.0 -94.5 +65.0 -86.7 +65.0 -80.0 2 +65.0 -78.4 +65.0 -78.4 +65.0 -71.6 +65.0 -65.8 42" (36) 3 +65.0 -84.9 +65.0 -84.9 +65.0 -77.5 +65.0 -71.3 2 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 48" (40) 3 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 SEE NOTES 1 & 2 POS. SILL DESIGN HEIGHT PRESS. (IN.) (PSF) 2 1/2" +65.0 13/4" +35.3 INTERIOR SEE SILL I NOTE 2 FIG 1: INTERIOR EXTERIOR SINGLE/DOUBLE INTERLOCK REINFORCED OH LENGTH DOOR ASSEMBLIES = O INSTALLED WHERE THE w OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN = ol THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. OH LENGTH >_ OH HEIGHT ``�+titilll,rrrl�� CODE PANELTYPES A R.H. INTERLOCK LOCKSTILE B INTERLOCK INTERLOCK C R.H. INTERLOCK REVERSE ASTRAGAL D D LOCKSTILE R.H. INTERLOCK E INTERLOCK INTERLOCK F INTERLOCK INTERLOCK G LOCKSTILE DOUBLE INTERLOCK H INTERLOCK INTERLOCK DOUBLE INTERLOCK DOUBLE INTERLOCK J LOCKSTILE ASTRAGALD K L.H. INTERLOCK LOCKSTILE L L.H. INTERLOCK STANDARD ASTRAGAL M L.H LOCKSTILE . INTERLOCK N STANDARD ASTRAGAL L.H. INTERLOCK P R.H. FIXED INTERLOCK LOCKSTILE CONFIGURATION NOTES: CODE PANELTYPES R FIXED L.H. LOCKSTILE INTERLOCK S FIXED LOCKSTILE STANDARD ASTRAGAL T REVERSE ASTRAGAL LOCKDSTILE U REVERSE ASTRAGAL LOCKSTILE V FIXED FIXED LOCKSTILE LOCKSTILE W DOUBLE INTERLOCK STANDARD ASTRAGAL Y FIXED LOCKSTILE DOUBLE INTERLOCK Z LOCKSTILE LOCKSTILE YR DOUBLE INTERLOCK FIXED LOCKSTILE GR DOUBLE INTERLOCK LOCKSTILE L R REVERSE ASTRAGAL R.H. INTERLOCK WR STANDAR ASTRAGAL D DOUBLE INTERLOCK S DOUBLE INTERLOCK R.H. INTERLOCK ES D NTERLOCK INTERLOCK 1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48" NOMINAL WIDTH PANEL TYPES IS 44 3/16". 2. MAX. DLO HEIGHT = 91 1/4" 3. DOOR CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY COMBINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE UP OF THE APPROVED FRAME COMPONENTS SHOWN ON SHEET 9 OF THIS DOCUMENT. EXAMPLE MAXIMUM CONFIGURATIONS: A. EIGHT PANELS ON FOUR TRACKS (CENTER MEET) B. FIVE PANELS ON FIVE TRACKS (BY-PASS) 48" NOM. MAX. PANEL WIDTH --� - - I pXXp L YLIUH I UNtNINU t-UK 46" NUIVIINAL, ALL UUNH(jUKA I IUNS 96" MAX. HT. 96 MA Hl A" NOM_ MAX_ PANFI WIDTH I- ►� 48" NOM. MAX. F OXO 96„ MAX HT. 'ANEL WIDTH OX or XO L T' 96" AAX. HT. 1 DLO HT. 96 HA DLO WIDTH R" Nnm MAX_ PANFI WIDTH 11 K. H W 0 91 1 /4" MAX. O a DAYLIGHT OPENING 96 MA HI 419" NOM_ MAX_ PANFI WIDTH pXXXO or OXXXp ``�+titilll,rrrl�� I TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL DOOR PANELS MAY BE USED FOR SCREENS. ANCHORAGE INTO METAL APPLICABLE TO HEAD OR JAMBS DETAIL - A 1/8 AL. MIN. 6063-T5 MIN. OF 3 THREADS BEYOND METAL \ 71 SUBSTRATE. #12 SMS NOTE: ITEM 74, INTERIOR SILL IS NOT APPROVED WHERE WATER INFILTRATION IS REQUIRED. 1 3/8" MIN. EMBEDMENT t 96" MAX. HEIGHT WOOD ANCHOR (SEE TABLE 1A) NOTES 1. SEE TABLE 1A FOR ANCHOR TYPES, MINIMUM EDGE DISTANCES, MINIMUM EMBEDMENT, MINIMUM O.C. SPACING AND MINIMUM METAL THICKNESS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME. SEE TABLE 1A FOR ADDITIONAL REQUIREMENTS 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1" MIN. E.D., 1 11/16" O.C. DETAIL - D ANCHORAGE INTO WOOD 1" MIN. E.D. 1 11/1F�" DETAIL - C STANDARD SILL ANCHORAGE INTO WOOD 71 2x WOOD (SEE NOTE 2) CONCRETEANCHOR (SEE TABLE 1A) WOOD ANCHOR (SEE TABLE 1A) 1/4" MAX. SHIM 1 /4" MAX. (SEE NOTE 4) I I 1 3/8" MIN. EMBEDMENT 2x WOOD (SEE NOTE 2) NOTE: MAX. DP W/ 1 3/4" SILL = +35.3 PSF 1 11/16" O.C. 1x WOOD BUCK (SEE NOTE 2) CONCRETEANCHOR (SEE TABLE 1A) 72 MIN. E.D., SEE TABLE 1A 1 11/16" O.C. DETAIL - F ANCHORAGE INTO CONCRETE MIN. E.D., SEE TABLE 1A MIN. EMBEDMENT, SEE TABLE 1A 0 o a 1/4" MAX. SHIM 71 EXT. I I I I I I I I INT. rri 70 1 /4" MAX. (SEE NOTE 4) a MIN. EMBEDMENT, v SEE TABLE 1A DETAIL - E EXTENDED SILL ANCHORAGE INTO CONCRETE SECT. G-G SECT. J-J / - - SECT. K-K - - 00 � I � O O 1 SECT. H-H SECT. 1-1 / SCALE: 3" = 1'-0" 1 3/8" MIN. EMBEDMENT I-,,_U 2x WOOD BUCK, (SEE NOTE 2) WOOD ANCHOR 1'EMD1. I (SEE TABLE 1A) O OR C06 X (EXTERIOR) (SILL) SECTION G-G P-HOOK ANCHORAGE INTO WOOD NOTES 1. SEE TABLE 1A FOR ANCHOR TYPES, MINIMUM EDGE DISTANCES, MINIMUM EMBEDMENT, MINIMUM O.C. SPACING AND MINIMUM METAL THICKNESS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. SINGLE/SINGLE INTERLOCK EXAMPLE FOR DESIGN PRESSURES: *WITH REINFORCEMENT, SEE TABLE 2. WITHOUT REINFORCEMENT, SEE TABLE 1 24 OR (121) 4 INTERIOR (ALL SECTIONS) ID EXTERIOR 1 3/8" MIN. EMBEDMENT 46* OR WOOD ANCHOR 101 1 (SEE TABLE 1A) XORO C)ORS XORO 1" MIN. E.D. SECT. H-H MOVABLE SINGLE/SINGLE INTERLOCK 76 AND 77 Fl6) OR 8 O O O O Title O1"7"T7l AlI MAIM X SECT. J-J 46* FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. 1-1 LOCKSTILE AT ASTRAGAL X uFL2xWOOD 594 USED ONLY WITH C. FIXED PANEL, OC. 78 (EXTERIOR) 73 SECT. K-K LOCKSTILE AT JAMBE NOTE 2) ANCHORAGE INTO WOOD 1 /4" MAX. SHIM SECT. M-M MIN. EMBEDMENT If 1x WOOD BUCK, SEE TABLE 1A ° (SEE NOTE 2, SHEET 5) ° A a CONC. ANCHOR (SEE TABLE 1A) e. v. MIN. E.D. SEE TABLE 1A 69 dlil C45 t,,---�X(EXTERIOR) O OR F (SILL) 76 AN Q SECT. L-L P-HOOK ANCHORAGE INTO CONCRETE 33 bEu 1. U-U FIXED TO MOVABLE SINGLE/DOUBLE INTERLOCK M. X SECT. O-O i i O O SECT. N-N SCALE: 3" = 1'-0" SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT D OR 106 SEE TABLE 3 FOR DESIGN PRESSURES n24 OR C X e OR 8 SECT. M-M MOVABLE SINGLE/DOUBLE INTERLOCK L 1/8 AL. MIN. MIN. OF 3 THREADS 6063-T5 BEYOND METAL I SUBSTRATE. #12 SMS 1" MIN. E.D. I DETAIL - Q (EXTERIOR) P-HOOK ANCHORAGE INTO METAL SECT. N-N LOCKSTILE AT ASTRAGAL NOTES SEE NOTES 1-3 ON SHEET 4 MIN. EMBEDMENT, SEE TABLE 1A 1/4" MAX. SHIM fr .. 1 101 pR X OR O X oa .. a ° 1.594 USED ONLY WITH °. ° b O.C. FIXED PANEL, O 78 • , (EXTERIOR) 73 CONCRETE o°.. MIN E.D., ANCHOR SEE TABLE 1A (SEE TABLE 1A) v ° v 1x WOOD BUCK (SEE NOTE 2, SHEET 5) SECT. P-P LOCKSTILE AT JAMB ANCHORAGE INTO CMU (1) TRACK CLIP ASSEMBL ON EACH ACTIVE PANEL POSITION TO SECURE TH IT'S RESPECTIVE SILL TR, (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB OPERABLE PANELS INSTALL W/ #10x1" SMS (2) 78 1 63 (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD 0 J o 0 76 77 INSTALL W/ #10x1" SMS (4) RE -INSTALL #10x 3/4" PANEL SCREWS (2) INSTALL W/ #10x1" SMS (4) RE -INSTALL 1/4-20 I PANEL SCREW (1) t o o r B (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL MINIMUM ANCHOR QUANTITIES TABLE 4. DP TABLE REF. > TABLE 1. TABLE 2. TABLE 3. GLASS TYPE > 1,2 OR 3 1,2 OR 3 2 OR 3 INTERLOCK & > SSN (SEE NOTE 2) SSR (SEE NOTE 2) SDR (SEE NOTE 2) REINFORCEMENT HEAD & SILL CLUSTER JAMB P-HOOK HEAD & SILL CLUSTER JAMB P-HOOK HEAD & SILL ICLUSTER JAMB P-HOOK ANCHOR GROUP NOM. PANEL UNIT WIDTH x HT. A B C A B C A B' C A B C A B C A B C A B C A B C A B C 24.000 x 80.000 C6 C6 C6 8 8 8 5 5 4 C6 C6 C6 8 8 8 4 5 4 C8 : C8 C6 8 8 8 5 5 5 84.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 4 5 4 C8 C8 C6 8 8 10 5 5 5 90.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 4 5 4 C8 C8 C6 8 8 10 5 5 5 96.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 4 5 4 C8 C8 C6 8 8 10 5 5 5 30.000 x 80.000 C6 C6 C6 8 8 8 5 5 4 C6 C6 C6 8 8 8 5 5 4 C8 C8 C6 8 10 10 6 6 5 84.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 4 C8 C8 C6 8 10 10 6 6 5 90.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 4 C8 C8 C6 8 10 10 6 6 5 96.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 4 C8 C8 C6 8 10 10 6 6 5 36.000 x 80.000 C6 C6 C6 8 8 8 5 5 5 C6 C6 C6 8 8 8 5 5 5 C8 C8 C6 10 10 10 6 6 5 84.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 5 C8 C8 C6 10 10 10 6 6 5 90.000 96.000 C6 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 5 5 4 C8 C8 C8 C8 C6 10 10 10 6 6 5 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 C6 10 10 10 6 6 5 42.000 x 80.000 C6 C6 C4 8 8 8 5 15 5 JC6 C6 C4 8 8 8 5 5 4 C6'C6 C6 10 10 10 6 6 5 84.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 1 5 C6 C6 C6 10 10 10 6 6 6 90.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 1 5 C6 C6 C6 10 10 10 6 6 6 96.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 5 C6 C6 C6 10 10 10 6 6 6 48.000 x 80.000 C6 C6 C4 8 8 8 5 5 5 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 5 84.000 C4 C4 C4 8 8 8 4 4 4 C4 C4 C4 8 8 8 4 5 4 C6 C6 C4 8 8 10 5 5 5 90.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 5 C6 C6 C4 10 10 10 6 6 5 96.000 C4 C4 C4 8 8 8 4 1 4 1 4 JC6 C6 C4 8 8 8 5 5 5 C6 C6 C6 10 10 10 6 6 6 INTERMEDIATE HEAD/SILL ANCHORS,TYP., (2) ANCHORS PER LOCATION (2-TRACKS), SEE SHEET 9 FOR 3 & 4 TRACKS 1 28" MAX. O. 2 ANCHOR AT EAC LOCATION (2-TRACK 3 ANCHOR AT EAC LOCATION (3-TRACK 4 ANCHOR AT EAC LOCATION (4-TRACK 6" MAX. _ TYP. C. S 48" NOM. �� 48" NOM. �� 48" NOM. �� 48" NOM. H EXAMPLE USES U U U ANCHOR , 8 JAMB O O O LOCATION, ANCHORS w w w TYP., (1) S TOTAL. SEE z z z PER AT 28" H SHEET 9 FOR P-HOOK MAX. , ADDITIONAL O O O O.C. TRACK Q Q Q HAPPLICATIONS Q Q Q O I 9E m 0 I MA � Q Q Q Q a } y r 6" MAX. 22 5/1 Fi" MAX_ Or FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE 2-TRACKS, CONCRETE SUBSTRATE @ HEAD, SILL & P-HOOK, CMU SUBSTRATE @ JAMB SCALE: 5/16" = V-0" K. HEAD/SILL CLUSTER LOCATION TYP. SEE C4, C6 OR C8 CLUSTER DETAILS 1 11/16" MIN." I O.C. TYP. 3" MIN. 16" MAX. 8" MAX. OR ASTRAGAL ANCHOR LOCATION TYP. (4) ANCHOR CLUSTER - C4 (6) ANCHOR CLUSTER - C6 16" MAX. 8" MAX. OR ASTRAGAL ANCHOR LOCATION TYP. (8) ANCHOR CLUSTER - C8 NOTES 1. GLASS TYPES: 1 - 3/16" TEMPERED 2 -1/4" TEMPERED 3 - 5/8" TEMPERED I.G 2. TABLE ABBREVIATIONS: SSN - SINGLE/SINGLE WITH NO REINF. AT INTERLOCK & ASTRAGAL, (SHEET 5) SSR - SINGLE/SINGLE WITH FULL REINF. AT INTERLOCK & ASTRAGAL, (SHEET 5) SDR - SINGLE/DOUBLE WITH FULL REINF. AT INTERLOCK & ASTRAGAL, (SHEET 6) 3. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: JAMBS AND P-HOOKS SPACING - 6" MAX. FROM CORNERS AND 28" MAX. O.C. HEAD AND SILL SPACING - 6" MAX. FROM CORNERS AND 22 5/16" MAX. O.C. 4. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL CRITERIA OF NOTE 3. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK SECTIONS. SEE SHEET 9 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, SILL AND JAMB TRACK SECTIONS. Impact Resistant Windows &Doors WE'RE STRONGER'" 3780 W. 104th Street, Hialeah, FL 33018 Tel: 305.593.6590 1 Fax 305. 593. 6592 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE 2-TRACKS, CONCRETE SUBSTRATE @ HEAD, SILL & P-HOOK, CMU SUBSTRATE @ JAMB SCALE: 5/16" = V-0" K. HEAD/SILL CLUSTER LOCATION TYP. SEE C4, C6 OR C8 CLUSTER DETAILS 1 11/16" MIN." I O.C. TYP. 3" MIN. 16" MAX. 8" MAX. OR ASTRAGAL ANCHOR LOCATION TYP. (4) ANCHOR CLUSTER - C4 (6) ANCHOR CLUSTER - C6 16" MAX. 8" MAX. OR ASTRAGAL ANCHOR LOCATION TYP. (8) ANCHOR CLUSTER - C8 NOTES 1. GLASS TYPES: 1 - 3/16" TEMPERED 2 -1/4" TEMPERED 3 - 5/8" TEMPERED I.G 2. TABLE ABBREVIATIONS: SSN - SINGLE/SINGLE WITH NO REINF. AT INTERLOCK & ASTRAGAL, (SHEET 5) SSR - SINGLE/SINGLE WITH FULL REINF. AT INTERLOCK & ASTRAGAL, (SHEET 5) SDR - SINGLE/DOUBLE WITH FULL REINF. AT INTERLOCK & ASTRAGAL, (SHEET 6) 3. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: JAMBS AND P-HOOKS SPACING - 6" MAX. FROM CORNERS AND 28" MAX. O.C. HEAD AND SILL SPACING - 6" MAX. FROM CORNERS AND 22 5/16" MAX. O.C. 4. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, USING THE DIMENSIONAL CRITERIA OF NOTE 3. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK SECTIONS. SEE SHEET 9 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, SILL AND JAMB TRACK SECTIONS. Impact Resistant Windows &Doors WE'RE STRONGER'" 3780 W. 104th Street, Hialeah, FL 33018 Tel: 305.593.6590 1 Fax 305. 593. 6592 PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 (5 - TRACK HEAD & SILL SHOWN) JAMB INTERIOR 212 r, r-i 1.69 _ _ 'J MIN. 0.C. 7 6 5 4 3 2 7 — - 216 211 ��r ' 6 214 ANCHOR LOCATION, TYP. Y I- 215 217 n ram 5 1.59 - - MIN. 4 O.C. -- - -- -- -- EXAMPLE MULTI -PART EXTERIOR FRAME 3 - 2 _ (5 - TRACK HEAD & SILL SHOWN) 212 r-I r-I u 216 211 - - 74 215 217 JAMB EXTERIOR 2 EXAMPLE MULTI -PART INTERIOR FRAME 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: 1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 8, APPLIES AS THE MINIMUM REQUIREMENT FOR ALL 4 TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN 5 THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER DIMENSIONS FOR ANCHORS ARE 1.69" AT HEAD AND SILL AND 1.59" FOR JAMBS. 6 2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK HEAD/SILL EXTERIOR HEAD/SILL INTERIOR FRAMES ON SHEETS 4-6 ARE ALSO APPLICABLE TO ALL MULTI- TRACK SECTIONS. f Title: Drawn By: I Impact Resistant �� • • • • " " • • • �/ 1.69 ALUMINUM SLIDING GLASS DOOR, NON -IMPACT AGK Windows &Doors �1GENSF .! MIN.O.C. 4• ►� 1AMDCQronur_cn*• o�.' .890 �r 1.375 L �I 1.036 If 111 I.G. TOP RAIL MAT'L: 6063-T5 ---1 1.036 2.438 � .890 115 I.G. BOTTOM RAIL .890 062 F 062 1.375 r)l� 4500 - 11 MONO TOP RAIL MAT'L: 6063-T5 �499� 062 2.438 �I .890 4f I- 2.437 ~Ij �� 2.310 2.310 2.310 1 1.032 f 1.452 E;;2 .093 r .093 093 1.816 1.816 101 I.G. LOCKSTILE� O L 106 I.G. INTERLOCK 134 I.G. DOUBLE INTERLOCK s MONO DOUBLE INTERLOCK 1.096 062 1 2.845 2.562 15 MONO BOTTOM RAIL 121 I.G. ASTRAGAL MAT'L: 6063-T5 .500 F 1.611 L 45 REINFORCEMENT 46 REINFORCEMENT NOTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" 2.370 060 1.010 HOOKSTRIP 69 MAT'L:6063-T5 �r~ .062 500 2.562 1.575 11.096 1.575 2.845 125 t D r .125 24 MONO ASTRAGAL O O O O I F - 1.750 � 1.000 � 1 .000 0 LL4-b.i :LIP, BOTTOM I- , �061-T6 OMONO LOCK STILE 1.000 .125 1.750 Din FIXED PANEL CLIP, TOP 76 MAT'L:6061-T6 .550 - � �� t=50 660 OOPTIONAL SCREEN 203 RAIL, POCKET 1.750 MAT'L: 6063-T5 2.500 225 HI -RISE TRACK ADAPTER MAT'L: 6063-T5 70 HI -RISE TRACK ADAPTER MAT'L: 6063-T5 32 2.310 1.452 .093 OMONO INTERLOCK 1.687 REF. ANCHOR HOLES 1.750 4.676 .062 (72) 2 - TRACK EXTERIOR SILL 1 I� 3.624 �I 1.000 .062 1.687 REF. ANCHOR HOLES a 2 - TRACK HEAD 3.500 �1 .062 687 1.594 REF. ANCHOR HOLES NOTE: ALL MATERIAL IS 6063-T6 UNLESS OTHERWISE NOTED a 2 - TRACK JAMB 1.687 REF. i ANCHOR HOLES 062 .562 3.798 74 2 - TRACK INTERIOR SILL 5.218 1.000 .750 F.062 1 208 3 - TRACK HEAD 062 A .687 5.094 209 3 - TRACK JAMB ADDED FRAME COMPONENTS 1 I� 4.016 1 950 71 .750 F .062 a ADD-ON TRACK HEAD .062 .687 3.187 213 2 - TRACK FRAME, JAMB ADD -ON 3.002 1.000 4- .062 ADD -ON TRACK, 212 FOR FRAME HEAD .440 .062� 625 2.394 222 1 -TRACK SILL, LOW -RISE EXTERIOR W/ ADD -ON .062 062 .440 �I 1.250 1.250 .062 I .562 562 562 .627 fI 6.184 - 5.582 3.988 �� } 210 3 -TRACK SILL, EXTERIOR W/ SCREEN RAIL .062 .562 Fl� 3.798 2 -TRACK SILL, 74 INTERIOR W/ ADD -ON 214 3 - TRACK ADD -ON SILL .062 .562 FI 2.204 O1 -TRACK SILL, 220 INTERIOR W/ ADD -ON 8 82 -TRACK SILL, LOW -RISE EXTERIOR W/ ADD -ON NOTE: ALL MATERIAL IS 6063-T6 UNLESS OTHERWISE NOTED a.. )0 e ADD-ON HEAD .062 .562 Fl 2.446 215 ADD -ON TRACK W/ SCREEN FOR FRAME SILL .062 .562 Fl- 1.844 +� I 217 1 -TRACK ADD -ON SILL 1TFM I PART# DESCRIPTION PGT# 1 708 LOCKSTILE, MONOLITHIC 69362 2 LATCH ASSEMBLY (LOCK) 7LOCK 3 LATCH ASSEMBLY (DUMMY) 7DUMY 4 # 10-32 X 1.25 PH. FL. MS (LATCH) 71114K 6 705 INTERLOCK (STD.), MONOLITHIC 69409 7 1119 # 10 X .750 PH. PN. SMS - S.S. 7S134X 8 1/4-20 X 1.125 PH. PN. MS 7142OXI18PPMSX 9 1209 W STP, .187 X 320 - PILE 6FELTK 11 706 TOP RAIL, MONOLITHIC 68172 12 1281 W STP, .187 X .290 FIN SEAL 61281 W 13 725B TOP PANEL GUIDE 41801 15 707C BOTTOM RAIL, MONOLITHIC 68173 17 726 BOTTOM PANEL GUIDE 41802 18 661 SINGLE ROLLER ASSY. 7SRAZ 19 1661 SINGLE ROLLER ASSY.-S.S. 7SRAX 20 683 TANDEM ROLLERASSY. 7683Z 21 683 TANDEM ROLLER ASSY. - S.S. 7683SS 23 609 ASTRAGAL, MONOLITHIC 68315 24 720 ASTRAGAL (H.D.), MONOLITHIC 69492 26 653 LATCH KEEPER 7SDKEEP 27 653 LATCH KEEPER - S.S. 7SDKEEPX 28 48 X .312 PH. TR. SMS 78X56A 29 729 JAMB BUMPER 72087K 30 #6 X .375 PH. PN. SMS 76X38PPA 31 663/664 BUMPER SHIM (.030 OR .060) 41831 33 734 DOUBLE INTERLOCK (STD.), MONO. 69494 36 1007 GLAZING VINYL - 3/16 6T304 37 GLAZING VINYL - 1/4 614GLK 38 CARDINAL XL EDGE SPACER, 5/ 16" STAINLESS STEEL 39 3/16" TEMPERED GLASS 40 1/4" TEMPERED GLASS 42 645 ADD -ON STILE (OXO ONLY) 69112 45 755 1/2 X 1 5/8 REINF. - ALUM 6755M 46 1214 1/2 X 1 1/4 REINF. - ALUM. 61214M 49 749 REINFORCEMENT SPRING CLIP 7BRKTM25 51 1040 MORTICE LOCK (DEAD LATCH) 71040 52 1040-2 MORTICE LOCK (DEAD LATCH) S.S. 7104OX 53 CYLINDER/HOUSINGASSY. (MORTICE) 70288K 54 1016 # 8 X .625 PH. FL. SMS 7858ZA 55 657 BACKING PLATE (MORTICE) 4183ON 56 1045 MORTICE HANDLE SET 71045 57 1 1COVERPLATE 7VT43 58 659 IMORTICE LATCH KEEPER 17SDSP5X1 60 11239 3/16" APPLIED MUNTIN 168421 ITEM PART # DESCRIPTION PGT# 62 522 COLONIAL INTERSECTION 41630 63 124 APPLIED COLONIAL MUNTIN 66631 64 1240 1/16X 1 FLATBAR 68926T52 66 754 TRACK CLIP GUIDE 41754B/W 67 756 TRACK CLIP COVER 6756B/W 68 #6 X 3/8 PP SMS (18-8 SS) 76X38PPAX 69 740 HOOKSTRIP (P-HOOK) 63713 70 722A HIGH-RISE TRACK ADAPTER 69371 71 702 2-TRACK HEAD 68179 72 703B 2-TRACK EXTERIOR SILL 6703B 73 704 2-TRACK JAMB 68180 74 637 2-TRACK INTERIOR SILL 68275 76 717 FIXED PANEL CLIP, TOP 7LA 13A 77 717B FIXED PANEL CLIP, BOTTOM 7717FPCA 78 646 FIXED PANEL BRACKET 41814 90 1136 #6 X 1/2 PP SMS 76X12A 101 736 LOCKSTILE, I.G. GLASS 60392 106 735 INTERLOCK (STD.) I.G. GLASS 60393 111 618 TOP RAIL, I.G. GLASS 69088 115 619 BOTTOM RAIL, I.G. GLASS 69089 121 737 ASTRAGAL, I.G. GLASS 60394 130 5/8" I.G. GLASS; 3/16" TEMPERED 1/4" SPACE, 3/16" TEMPERED 131 1006 GLAZING VINYL -INSULATED GLASS 658GLK 134 745 DOUBLE INTERLOCK (STD.), I.G. CIA SS 60551 201 629 1 - TRACK HEAD, POCKET DOOR 68176 202 628 1 - TRACK JAMB, POCKET DOOR 6628 203 666 OPT. SCREEN RAIL, POCKET DOOR 61394 204 627 1 - TRACK SILL, EXT. POCKET DOOR 68178M 208 631 3 - TRACK HEAD 68182 209 1632 3 - TRACK JAMB 68183 210 633 3 - TRACK SILL, EXT. W/ SCREEN RAIL 68184M 211 613 ADD -ON TRACK HEAD 68187 212 614 ADD -ON TRACK FOR FRAME HEAD 68185 213 617 2 - TRACK FRAME JAMB, ADD -ON 68188 214 1615 3 - TRACK SILL, ADD -ON 68189M 215 1616 ADD -ON TRACK W/ SCREEN FOR SILL 68190M 216 634 ADD -ON HEAD 68186 217 635 ADD -ON SILL 68191M 218 638 LOW-RISE 2 - TRACK SILL, EXTERIOR 68952M 220 636 1 - TRACK SILL, INTERIOR 68274M 222 671 LOW-RISE 1 - TRACK SILL, EXTERIOR 60803M 225 1732 HIGH-RISE TRACK ADAPTER 168313M Title: urawn tsy: ALUMINUM SLIDING GLASS DOOR, NON -IMPACT AGK Description: Date: PARTS LIST 4/12/19 Revision: Rev. By., I Rev. Date: Series/Model: Scale: Sheet., SGD-4025A N.T.S. 12 or 12 Drawing No. Rev., SGD4025A A \\`�titilllrririi Resistant OImpact Windows & Doors ��%OENSF WE'RE STRONGER'" Q- i � 3780 W. 1041 Street, Hialeah, FL 33018 Tel: 305.593.6590 I Fax: 305.593.6592 p f1L 1 NO. 58705 •': y 7[ ♦ 7[ PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE 441— 9/3/2t0� �Q '. N. VENICE, FL 34275 (941)480-1600 STATE OF T F i�� 40MID . �N COPYRIGHT © 2020 GT INDUSTRIES, INC., LIMITED LICENS oLICENSE TO MAKE COPIES FOR PERMITTING. CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705