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1852 SEA OATS DR RES23-0076 PGT Sliding Glass Door 21179.2_1SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6367, 6368, 6370, 6371, 6376-6380 & 8539-8545; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535753-09; 7) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 8) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 9) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE, SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 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. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A -D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. Nominal Panel Size Width Height Design (+) psf (-) psf Certification Numbers 48" 120" 60 65 190-267, 774 60" 96" 80 80 190-265, 787 48" 96" 100 100 190-266, 773 48" 96" 60 60 190-263, 770 60" 1 120" 1 45 50 1 190-504, 1079 GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3-6 Min. Embedment DP/ANCHOR TABLES ........ 7-8 EXAMPLE ............................9 Head/Sill/Jamb GLAZING DETAILS ............ 10 ANCHOR LOCATIONS ....... 11-16 PANEL TYPES ................... 17 EXTRUSIONS ..................... 18 ACCESSORIES ..................19 Steel, A36* (0.060" min. thick ess) SCREEN DETAILS.............20 0.060" PARTS LIST........................21 0.060 " FIN ADDON INSTALL ......... 22-25 FLORIDA PRODUCT APPROVAL #21179 TABLE A: Group Anchor Substrate Frame Member Min. Edge Distance Min. Embedment A #12, steel SMS (G5) or 410 S.S. SMS, (min. threads/in) P. T. Southern Pine (SG=0.55) Head/Sill/Jamb 9/16" 1-3/8" P -hook 9/16" 1-3/8" Aluminum, 6061-T5* (0.125" min. thick ess) Head/Sill/Jamb 3/8" 1/8" P -hook 3/8" 1/8" Steel, A36* (0.060" min. thick ess) Head/Sill/Jamb 3/8" 0.060" P -hook 3/8" 0.060 " Steel Stud, A653 Gr. 33* (0.071" min. thickness) Head/Sill/Jamb 3/8" 0.071" (14 Ga.) I P -hook 3/8" 0.071" (14 Ga.) 1/4" Elco Ultracon P. T. Southern Pine (SG=0.55) Head/Sill/Jamb 1" 1-3/8" P -hook 1" 1-3/8" 1/4" DeWalt Ultracon+ P. T. Southern Pine (SG=0.55) Head/Sill/Jamb 1" 1-3/8" P -hook 1" 1-3/8" 1/4" Elco 410 S.S. CreteFlex P. T. Southern Pine (SG=0.55) Head/Sill/Jamb 1" 1-3/8" P -hook 1" 1-3/8" B #12, steel wood screw (G5) P. T. Southern Pine (SG=0.55) Head/Sill/Jamb 9/16" 1-3/8" P -hook 9/16" 1-3/8" 1/4" Elco Ultracon Concrete (min. 2.85 ks) P -hook 1" 1-3/8" Head/Sill/Jamb 1-3/16" 1-3/8" Ungrouted CM J, (ASTM C-90 Jamb 1" 1-1/4" P -hook 1" 1-1/4" 1/4" DeWalt Ultracon+ Concrete (min. 3.00 ks) P -hook 1" 1-3/8" Head/Sill/Jamb 1-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90 Jamb 1" 1-1/4" P -hook 1" 1-1/4" C 1/4" Elco 410 S.S. CreteFlex Ungrouted CM (ASTM C-90 J, Jamb 1-3/4" 1-1/4" P -hook 1-3/4" 1-1/4" Concrete (min. 3.35 ks) Head/Sill/Jamb 1-3/16" 1-3/4" P -hook 1" 1-3/4" 1/4" Elco 18-8 S.S. Aggre-Gator Concrete (min. 2.22 ks) Head/Sill/Jamb 1-1/2" 1-3/8" P -hook 1-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90 Jamb 2" 1-1/4" P -hook 2" 1-1/4" P.T. Southern Pine (SG=0.55) Head/Sill/Jamb 1" 1-3/8" P -hook 1" 1-3/8" 1/4" Elco Ultracon Concrete (min. 2.85 ksi) Head/Sill/Jamb 2-1/2" 1-3/8" P -hook 2-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90 Jamb 2-1/2" 1-1/4" P -hook 2-1/2" 1-1/4" D 1/4" DeWalt Ultracon+ Concrete (min. 3.00 ks) Head/Sill/Jamb 2-1/2" 1-3/8" P -hook 2-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90 Jamb 2-1/2" 1-1/4" P -hook 2-1/2" 1-1/4" 1/4" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ks) Head/Sill/Jamb 2-1/2" 1-3/4" P -hook 2-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90) Jamb 2-1/2" 1-1/4" P -hook 2-1/2" 1-1/4" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN.FU=45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT U HEIGHT PER TABLES 1 & 2 I ,3 sca IW �� P W POCKET J 1 -PANEL a CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT 3 HEIGHT PER TABLES 1 & 2 2 -PANEL F CONFIGURATIONS a E 4 3 L-1 3 NOM. PANE PER TABL D I3 3 m MAX. s �� HEI( °z PER TAB W POCKET I co J MAX. UNIT WIDTH NOM. PANEL WIDTH a PER TABLES 1 & 2 A MAX. UNIT 3 HEIGHT PER TABLES 1 & 2 1 3,J 3 3 3 3 3 3 3 3 E BHT 3 3 _ES 1 & 2 5 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 3 MAX. UNIT HEIGHT PER TABLES 1 & 2 1 v D 3 3 I to 6 w Im lu °z W POCKET I h J B B B B 3 3 3 UNIT 3 3 E BHT 3 3 _ES 1 & 2 UNIT 3 3 3 3 3 3 3 GHT 3 3 3 3 3 7 -PANEL CONFIGURATIONS CONFIGURATIONS NOTES: NOM. PANI PER TAB MAX HE PER TAE W POCKET I ti F 4 L WIDTH ES1&2 MAX. UNI I VVIU I H a A } A 3 3 3 UNIT 3 3 E BHT 3 3 _ES 1 & 2 3 -PANEL CONFIGURATIONS a D o I IW 00 s I�'-u P, W POCKET y MAX. UNIT WIDTH NOM. PANEL WIDTH a PER TABLES 1 & 2& 2 T A MAX. UNIT 3 HEIGHT PER TABLES 1 & 2 1 --L WIDTH LES 1 & 2 MAX. UNI I VVIU I H a 3 } A 3 3 3 3 3 3 UNIT 3 3 3 3 3 3 E GHT 3 3 3 3 3 LES 1 & 2 / 1 L—L//]� NOM. PANEL WIDTH PER TABLES 1 & 2 �--+- MAX. UNIT HEIGHT PER TABLES 1 & 2 1 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. DETAIL LETTER SHEET NUMBER 6 -PANEL CONFIGURATIONS 3 3 3 B 3 3 3 3 3 3 3 I to 6 w I�'-u L W POCKET I y Nr— J 4 -PANEL CONFIGURATIONS a MAX. UNIT WIDTH NOM. PANEL WIDTH rE PER TABLES 1 & 2 s MAX. UNIT H W to HEIGHT / s Z SEE o / O NOTE 2, THIS PER / �2 / SHEET. I TABLES 1 & 2 Cf o z W rn POCKET I CO J CORNER, TYP. 4 OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR MAX. UNIT WIDTH E 4 "X" = OPERABLE PANEL "O"= INOPERABLE PANEL "p" = POCKET 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 8 -PANEL CONFIGURATIONS D" DLO WIDTH = NOM. PANEL WIDTH - 7-3/8" DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR FPA (LM) 3/24/16 EXAMPLE CONFIGURATIONS I m m I J ROSOWSKI �o m �o SGD-5570 i,I NTS 2 OF 25 o z FPA-SGD5570. z A COPYRIGHT © 2020 PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. \pNY LYNNM'''% ' ••' �� No. 58705 ` 9/16/21 W� 0 STATE OF ((�� �N�� 'S10NAt E .��• A. LYNN MILLER, P.E. P.E.# 58705 B B B B B 3 3 3 3 3 3 3 3 3 "X" = OPERABLE PANEL "O"= INOPERABLE PANEL "p" = POCKET 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 8 -PANEL CONFIGURATIONS D" DLO WIDTH = NOM. PANEL WIDTH - 7-3/8" DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR FPA (LM) 3/24/16 EXAMPLE CONFIGURATIONS I m m I J ROSOWSKI �o m �o SGD-5570 i,I NTS 2 OF 25 o z FPA-SGD5570. z A COPYRIGHT © 2020 PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. \pNY LYNNM'''% ' ••' �� No. 58705 ` 9/16/21 W� 0 STATE OF ((�� �N�� 'S10NAt E .��• A. LYNN MILLER, P.E. P.E.# 58705 DETAIL Al DETAIL B1 METAL TYP., ANCHOR LENGTH THRU 1X WOOD ASTRAGAL DETAIL C1 DETAIL D1 TO BE A MIN. OF 3 THREADS INTO MASONRY FACING EXT. INTERLOCK INTO METAL BEYOND THE METAL CONCRETE/CMU PER SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH ° 1/4" MAX. REQUIRED IF DOOR 19 TYP. ANCHOR TYPE, HEIGHT IS OVER 96" 1 21 96 EMBEDMENT AND sa MAX 2s" OCHEIGHT (/ 91 0 22 o EDGE EDGE DISTANCE PER ° ° DISTANCE SUBSTRATE, SEE °° 71 a q o a TABLE A, SHEET 1 & Q 50 i NOTE 3, BELOW DAYLIGHT 10 INTERIOR 27 oR 2s - OPENING25 — s WIDTH 33 EMBEDMENT 1 v a/v EDGE DISTANCE/, 1� ANCHOR / PLATE AT 1 / EVERY / ANCHOR LOCATION i 1X OR 2X WOOD BUCKSTRIP, SEE NOTE 4, SHEET 1 DETAIL A2 2X WOOD BUCKSTRIP OR INTO 2X WOOD FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE NOTES 'Lf.— 1/4" MAX. EMBEDMENT 2�OR 26 \\�—J i SEE NOTE 6, 9a THIS SHEET dU ° EDGE 82 DISTANCE 25 OR 26 EXTERIOR - 27 OR* SEE NOTE 6, 1/4" MAX. SEE THIS SHEET SEE NOTE 6, THIS SHEET EMBEDMENT SEE NOTE 6, THIS SHEET 29 ' #8 X 3/4" SMS REINFORCEMENT SCREW; 7 63 PER STILE, LOCATED AT CENTERLINE AND 6", HORIZONTAL SECTION (XXX SHOWN) 9" & 12" FROM ENDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 DETAIL B2 INTERLOCK INTO MASONRY ASTRAGAL FACING INT. REQUIRED IF DOOR EMBEDMENT DAYLIGHT 21 HE IS OVER 96" a a _ s1 1 /4" MAX. � OPENING 22 o a I INTERIOR WIDTH EDGE 1 ° ° DISTANCE a p ° SEE NOTE 6, THIS SHEET 7 28 R 27 26 OR 25 22l s TYP. ANCHOR TYPE, PANEL WIDTH HORIZONTAL SECTION (XO SHOWN 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6, THIS SHEET) 2) REFER TO ANCHOR NOTES, SHEET 1. FOR ALL LOCKSTILES, 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ASTRAGALS, FIXED 25 26 ANCHOR QUANTITIES, SEE TABLES 1 & 2. STILES AND 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL HORIZONTAL RAILS FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL FOR REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTERLOCKS 27 28 ONLY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD 7) SEE SHEET 20 FOR SCREEN DETAILS. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW CONCRETE/CMU PER ANCHOR REQUIREMENT FIXED PANEL CLIP & ANCHORS, SEE DETAIL SHEET 19 EXTERIOR L'------ ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. TYP. ANCHOR TYPE; EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW DETAIL E1 INTO MASONRY 1X BUCKSTRIP CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. , TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET EDGE DISTANCE 1 m EMBED- p p MENT 1 63 8 \ � a ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT EXTERIOR a 1/4" MAX. GROUT AS NEEDED,SEE ANCHOR NOTE 5, SHEET 1 DETAIL E2 INTO WOOD DETAIL E3 INTO MASONRY 2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET ANCHOR REQUIREMENT EDGE 1 & NOTE 3, THIS SHEET EDGE DISTANCE DISTANCE o 0 1/4" MAX. — 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 FOR LOCKSTILES, ASTRAGALS, FIXED STILES AND HORIZONTAL RAILS 25 FRAME SEE HEIGHT NOTE 6, THIS SHEET EXTEF 26 a s2 n 1/4" MAX. B O PANEL HEIGHT _ 1 EMBED- ° ° EMBEDMENT EDGE MENT DISTANCE 6 EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EDGE DISTANCE FRAMING, SEE ANCHOR CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER ANCHOR DETAIL F1 SEE TABLE A, DETAIL F2 REQUIREMENT INTO MASONRY SHEET 1 & NOTE 3, INTO WOOD THIS SHEET 1/4" MAX. #8 X 3/4" SMS REINFORCEMENT SCREW; 3 PER RAIL, LOCATED AT CENTERLINE AND 9" FROM ENDS (FACTORY INSTALLED) SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7&8. #42 SHOW 2-1/2" = TOTAL SILL HEIGHT a - TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET i. EMBEDMENT of v v r ' - TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET DETAIL E4 INTO METAL MULLION, ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT ar 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. �-►I � .390 N L PLY 823 0 1.917 .060 402SILL RISER a2 (2-1/2" TOTAL SILL HEIGHT) 390 i1 I� 1.793 1 2.887 .060 SILL RISER a3 (3-1/2 " TOTAL SILL HEIGHT) 390 i h� 2.370 Lu 3.464 �u.060 as SILL RISER (4-1/16" TOTAL SILL HEIGHT) 390 2.947 4.041 .060 SILL RISER a5 (4-5/8" TOTAL SILL HEIGHT) RI 71 /� INTERIOR 35 �J INTERIOR (25)OR 26 37 96 MAX 18.5' O.C. 04 36 J 19 96 MAX 3.5 O.C. J p SEE SHEET 19 69 aO0 D d EXTERIOR 135° ODC DETAIL G1+\ 135° INSIDE CORNER 135° DETAIL G2 MAX 18.5° O.0 135° MAX 3.5 O.C. SEE SHEET 19 OUTSIDE CORNER a INTERIOR EXTERIOR a a INTERIOR 1 ■ La EXTERIOR a 90° DETAIL H1 90° INSIDE CORNER EXTERIOR a ��aQ�Lro11� 2 Pao��O 0 0 O d MAX 3.5" O.C. SEE SHEET 19 INTERIOR EXT�IOR MAX 18.5' O.C. MAX 18.5' INTERIOR 41 MAX 3.5 O.C. SEE SHEET 19 J� NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR DOE. QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. EXTERIOR DETAIL 11 DETAIL 12 OPTIONAL NON- o INTO MASONRY INTO MASONRY STRUCTURAL o ANCHORS FOR 4 EDGE CONCRETE/CMU INTERIOR POCKET INTERIOR 21 22 TYP. ANCHOR TYPE, EMBEDMENT DISTANCE PER ANCHOR JAMB �. 91 2a R 27 1 AND EDGE DISTANCE PER REQUIREMENT 33 INTERIOR POCKETS MUST o SEE FIG 1, 30 SUBSTRATE, SEE TABLE A,� ° THIS SHEET q o SHEET 1 & NOTE 3, BELOW ° ° FIGURE 1, INTERLOCKS AT POCKETS: INCLUDE A NON-STRUCTURAL,° FOR DOOR HEIGHTS 96" AND LESS: FRAME JAMB TO REDUCE THE s — 10 ° ° '° ° ,� ° POSSIBILITY OF WATER OPT. 21 ° Q INFILTRATION. 1/4" MAX. ANCHOR 131 0 18 17 OPT. EMBEDMENT ° 17 POCKET BY OTHERS, SEE OPT. NOTE 6 BELOW. ° ° EXTERIOR EMBED MENT° EXTERIOR o FOR DOOR HEIGHTS OVER 96" a EXTERIOR ° ° ° ° ° OPT. MAX.1/4" ° 21.9„ ANCHOR E;IJ 10 _ 97 SEE FIG 1, a q MAX. O.C. TYP. ANCHOR TYPE, EMBEDMENT CONCRETE/CMU THIS SHEET 31 d 30 AND EDGE DISTANCE PER EDGE PER ANCHOR 2s OR 27 SUBSTRATE, SEE TABLE A, SHEET 1 DISTANCE REQUIREMENT O & NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 21 METAL TYP., ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMENT EXTERI EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELO EDGE 2X WOOD BUCKSTRIP OR DISTANCE FRAMING, SEE ANCHOR NOTE 3, SHEET 1 ACHOR OPT. ANCHOR EMBEDMENT � 17 OPT. DETAIL 14 Q o INTO WOOD MAX. NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SEE FIG 1, "a THIS SHEET 31 d o 28 R 27 82 EXTERIOR I� 26 EXTERIOR POCKET �J TABLE 1 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED; OTHERWISE, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B1, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). - TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P -HOOK, PERPENDICULAR TO THE GLASS. TABLE B1: Water -Limited (+) Design Pressure Sill Riser Design Pressure (DP) and Anchor Quantities Required, Max. (+) DP Allowed None 1-11/16" See Note 2 42 (for all approved configurations on Sheet 2) +38.7 psf 43 3-1/2" +60.0 psf Use this table for: 4-1/16" +60.0 psf 45 4-5/8" Door Unit Height Glass Types 1, 3 or 5 80" 84" 96" 68-15/16" DLO Height 72-15/16" DLO Height 84-15/16" DLO Height Astragal Reinforcement #29 Lockstile Reinforcement #25 or #26 Anchor Group Anchor Group Anchor Group Std. Interlock Reinforcement #27 A B I C I D A B C I D A I B I C I D Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf 19-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf 25-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 30" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60 / -60 psf +60 / -60 psf +601- 60 psf 31-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 36" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 E P -hook 7 7 7 7 7 7 7 7 8 8 8 8 o Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf z 37-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60 / -60 psf +60 / -60 psf +60 / -60 psf 43-1/8" Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 48" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 P -hook 7 7 7 7 7 7 7 7 1 8 8 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE B1 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED; OTHERWISE, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B1, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). - TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P -HOOK, PERPENDICULAR TO THE GLASS. TABLE B1: Water -Limited (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2-1/2" +38.7 psf 43 3-1/2" +60.0 psf 44 4-1/16" +60.0 psf 45 4-5/8" +60.0 psf FIG 1: OH LENGTH DLO WIDTH = NOM. PANEL WIDTH - 7-3/8" DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" DOOR ASSEMBLIES = (D INSTALLED WHERE THE w OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN = O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 7-3/8" DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" TABLE 2 * +/-100.0 PSF FOR ANCHOR GROUPS B, C & D. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED; OTHERWISE, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING nC® 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE 01 CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS ___-- CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). ------------- TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P -HOOK, PERPENDICULAR TO THE GLASS. FIG 1: OH LENGTH = DOOR ASSEMBLIES INSTALLED WHERE THE W OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN = O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Water -Limited (+) Design Pressure Sill Riser I Nom. Sill Height Design Pressure (DP) and Anchor Quantities Required None 1-11/16" See Note 2 42 2-1/2" Use this table for: 43 3-1/2" +60.0 psf 44 4-1/16" +80.0 psf 45 Door Unit Height +100.0 psf Glass Types 2 or 4 80" 84" 96" 108" 120" 68-15/16" DLO Height 72-15/16" DLO Height 84-15/16" DLO Height 96-15/16" DLO Height 108-15/16" DLO Height Astragal Reinforcement #29 Lockstile Reinforcement #25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group HD Interlock Reinforcement #28 A B F C D A I B I C I D A I B I C I D A I B I C I D A I B I C D Design Pressure +100 / -100 psf +100 / -100 psf +100 / -100 psf +60 / -65 psf +60 / -65 psf 19-1/8 Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/- 100 psf +100/- 100 psf +100/- 100 psf +60 / -65 psf +60 / -65 psf 25-1/8" Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30" DLO Width Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 1 6 1 6 6 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 1 10 10 Design Pressure +100 / -100 psf +100 / -100 psf +100 / -100 psf +60 / -65 psf +60 / -65 psf 31-1/8" Head/Sill C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 36" DLO Width Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100 / +100 / +100 / +60 / +60 / -100 psf -100 psf -100 psf -65 psf -65 psf 37-1/8" Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 42" DLO Width Jamb 5 5 1 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 E o Design Pressure +100 / -100 psf +100 / -100 psf +92 / -92 psf +60 / -65 psf +60 / -65 psf Z 43-1/8" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO Width Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 P -hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 Design Pressure +80 / -80 psf +80 / -80 psf +80 / -80 psf +45 / -50 psf +45 / -50 psf 49-1/8" Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 54" DLO Width Jamb 5 5 1 6 5 5 5 7 5 5 5 8 5 6 6 6 6 6 1 6 1 7 6 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +80 / -80 psf +80 / -80 psf +80 / -80 psf +45 / -50 psf +45 / -50 psf 55-1/8" Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 60" DLO Width Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 P -hook 7 7 7 7 7 7 7 7 1 8 8 8 8 9 9 9 9 10 10 10 10 * +/-100.0 PSF FOR ANCHOR GROUPS B, C & D. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED; OTHERWISE, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING nC® 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE 01 CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS ___-- CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). ------------- TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P -HOOK, PERPENDICULAR TO THE GLASS. FIG 1: OH LENGTH = DOOR ASSEMBLIES INSTALLED WHERE THE W OVERHANG (OH) LENGTH IS = EQUAL TO OR GREATER THAN = O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Water -Limited (+) Design Pressure Sill Riser I Nom. Sill Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2-1/2" +38.7 psf 43 3-1/2" +60.0 psf 44 4-1/16" +80.0 psf 45 4-5/8" +100.0 psf DLO WIDTH = NOM. PANEL WIDTH - 7-3/8" DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR FPA (LM) 3/24/16 DP & ANCHOR QUANTITY TABLE o m J ROSOWSKI Q �o m �o SGD-5570 NTS 8 OF 25 26 FPA-SGD5570. z A COPYRIGHT © 2020 PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. \\�\�H l I IIjj// '0 LYNN id''% �o M ��GENSF * No. 58705 4+91* -16120 ` STATE OF PCORIDP. ' G\�� /ONAV- E "'111110 A. LYNN MILLER, P.E. P.E.# 58705 3 -PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.2/-58.6 PSF OPT. ANCHOI TO AID I ALIGNMEN EXTE OPT. ANCHOI TO AID I ALIGNMEN P -HOOK ANCHORAGE DETAILS POCKET BY OTHERS,SEE NOTE 6, SHEET 6 EXTERIOR POCKET BY OTHERS,SEE NOTE 6, SHEET 6 r 21.6" MAX. O.C. 6" MAX. f JAMB ANCHORAGE DETAILS FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. F) SHEET 21 FOR A BILL OF MATERIALS. Q FRAME JAMB REQUIRED HEAD SPLICE @ INTERIOR POCKETS 6„ MAX. INTERIOR CENTERLINE r OF PANEL 1 —CENTERLINE CENTERLINE INTERLOCK CENTERLINE r OF PANEL 2 CENTERLINE JrAUUKt bt:LUVV t -UK AL Stt OF INTERLOCK ANCHOR INFORMATION. CENTERLINE r OF PANEL 3 SHEET 11 EXTERIOR END ANCHORAGE (MIN. 1 ANCHOR) 0 0 0 0 0 0 0 ANCHORAGE, SHEET 12 71 " +2" ANCHORAGE, SHEET 12 "C3" CLUSTER, "C3" CLUSTER, Cum= 40 01117 — f 25-3/8" MAX. 6„ – "+2" ANCHORAGE, MAX. SHEET 12 EXTERIOR FND ANCHnRA('F SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED IN -FIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SEE POCKET JAMB INSTALLATION ON SHEET 6 SILL SPLICE INTERIOR 6" MAX. CENTERLINE OF PANEL 1 „+2„ ANCHORAGE, tf:;� SHEET 11 "C3" CLUSTER, SHEET 11 FRAME JAMB SEE POCKET JAMB REQUIRED @ INSTALLATION ON INTERIOR POCKETS SHEET 6 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2/-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P -hook 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. HEAD INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P -HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. P::n 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: HEAD & SILL: SHEET 4 JAMB: SHEET 3 P -HOOK: SHEET 6 HEAD ANCHORAGE DETAILS PXXX (3-TRAC CENTERLINE rOF INTERLOCK CENTERLINE OF PANEL 2 "+2" ANCHORAGE, SHEET 11 "C3" CLUSTER, SHEET 11 SILL ANCHORAGE DETAILS PXXX (3 -TRACK) END PANEL ANCHOR EXCEPTION: 01TIONAL (MIN. 1 ANCHOR) CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL SOF INTERLOCK ANCHOR INFORMATION. CENTERLINE OF PANEL 3 DISTANCE TO NEXT CLUSTER TO BE 25-3/8" O.C. OR LESS 25-3/8" MAX. If 6„ "+2" ANCHORAGE, i MAX. SHEET 11 EXTERIOR END ANCHORAGE (MIN. 1 ANCHOR) CENTERLINE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: 3/16" HS GLASS 7/16" NOM. 7/16" NOM. .090" PVB 3/16" HS GLASS 3/16" HS GLASS 3/16" ANN GLASS 090" PVB v.090" SG 7/16" AIR SPACE 3/16" ANN GLASS PAINTED/ 3/16" HS GLASS 3/16" T GLASS PAINTED/ LAMINATED LAMINATED 82 OR 83 so OR s1 SURFACE so OR 81 SURFACE O PRODEXTERIOR — EXTERIOR — \� EXTERIOR IS "EXTERIOR- \ PROD IS "EXTERIOR- I \ PROD IS "EXTERIOR - GLAZED" IF #80-81 IS 7/8" NOM. GLAZED" IF #80-81 IS I 7/8" NOM. GLAZED" IF #82-83 IS TOWARDS THE EXTERIOR. O GLASS TOWARDS THE EXTERIOR. D GLASS TOWARDS THE EXTERIOR. BITE BITE INTERIOR INTERIOR INTERIOR PRODUCT IS "INTERIOR- PRODUCT IS "INTERIOR -PRODUCT IS "INTERIOR - GLAZED" IF #80-81 IS 79 GLAZED" IF #80-81 IS 79 GLAZED" IF #82-83 IS r TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. , I SEE NOTE 2, THIS SHEET GLASS TYPE 1 SILICONE STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS -5, KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS —\ STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS SEE NOTE 2, THIS SHEET HOT -MELT BUTYL 3/16" NOM. INT. GLASS SUPER 7s SPACER®NXTTM _ALUMINUM REINFORCEMENT POLYISO- BUTYLENE 5/16" NOME SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS O77 D U RAS EAL® -qpnrFR DESICCANT FILL AREA 5/16" NOM. � SILICONE SEAL 78 XL EDGETM INT. GLASS GLASS TYPE 2 3/16" HS GLASS .090" SG 3/16" HS GLASS 7/16" AIR SPACE 3/16" T GLASS EXTERIOR PRODUCT IS "EXTERIOR - GLAZED" IF #82-83 IS TOWARDS THE EXTERIOR. INTERIOR PRODUCT IS "INTERIOR - GLAZED" IF #82-83 IS TOWARDS THE INTERIOR. SEE NOTE 2, THIS SHEET 1-1/16" NOM. SEE NOTE 2, THIS SHEET PAINTED/ LAMINATED SURFACE \ 1 O 7/8" NOM. GLASS BITE GLASS TYPE 4 1-1/16" NOM. PAINTED/ LAMINATED SURFACE O 7/8 NOM. jjj GLASS BITE NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE "HS" SURFACE OF A LAMINATED GLAZING UNIT IS ADHERED TO THE GLAZING LEG. "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" BUTACITEO PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPE 3 1-3/16" NOM. 3/16" ANN GLASS 9/32" AIR SPACE HEAT -MIRROR FILM .090" PVB 9/32" AIR SPACE 3/16" T GLASS 3/16" HS GLASS PAINTED/ 84 LAMINATED SURFACE EXTERIOR \ PRODUCT IS "EXTERIOR- I GLAZED" IF #84 IS I 7/8" NOM. O TOWARDS THE EXTERIOR. GLASS BITE INTERIOR PRODUCT IS "INTERIOR - GLAZED" IF #84 IS I 79 TOWARDS THE INTERIOR. , SEE NOTE 2, THIS SHEET GLASS TYPE 5 SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK CENTERLINE 4" CENTERLINE 4" 0 0 0 0 0 0 NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: FIGURES PERTAIN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: Head/Sill -3y 1 Jamb 5 P -hook 7 SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL _ CENTERLINE Ix EXTERIOR lu 2 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION PANEL U EXTERIC 3 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION PANFI 4 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION EXTERIGR PANFI 2 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS PANEL CENTERLINE 4" 0 0 EXTERIOR 3.22" 3 -TRACK INTERMEDIATE "+2•• ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATE ANCHOR LOCATIONS: U PANFI PANEL CENTERLINE 0 EXTERIOR EXTERIC 4" 2 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS PANEL CENTERLINE 4" 0 0 — If 3.22" 3 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS PANFI CENTERLINE 4 -TRACK INTERMEDIATE 4 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: ,V`4o0 LYNN��% �'� m VINYL SLIDING GLASS DOOR FPA (LM) 2 -TRACK CLUSTER "C3" 3/24/16 2 -TRACK CLUSTER ••C5•• ANCHOR LOCATIONS ` * : No. 58705 \ • * ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK-7�� ANCHOR LOCATIONS A INTERLOCK J ROSOWSKI CENTERLINE 4 �� CENTERLINE 4 // ° 0 0 0 STATE OF - 0 0 0 0 (941)-480-1600 , CERT. OF AUTH. #29296 EXTERIOR ii 3.22" EXTERIOR 3.22" 175 3 -TRACK CLUSTER ••C3•• ID 3 -TRACK CLUSTER "C5" OPYRIGHT@ 2020 ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR A. LYP MILLERP.E. ASTRAGAL OR � INTERLOCK INTERLOCK p Z CENTERLINE 4" z CENTERLINE 4" 111 0 z 0 z0 .M 0 0 0 VM 0 0 EXTERIOR --► 3.22" EXTERIOR 3.22" 7�7 \ 4 -TRACK CLUSTER 4 -TRACK CLUSTER "C3" ANCHOR LOCATIONS "C5" ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: FIGURES PERTAIN TO THE FOLLOWING SILL CLUSTER ANCHOR LOCATIONS: Head/Sill -3y 1 Jamb 5 P -hook 7 SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL _ CENTERLINE Ix EXTERIOR lu 2 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION PANEL U EXTERIC 3 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION PANFI 4 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION EXTERIGR PANFI 2 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS PANEL CENTERLINE 4" 0 0 EXTERIOR 3.22" 3 -TRACK INTERMEDIATE "+2•• ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOWING SILL INTERMEDIATE ANCHOR LOCATIONS: U PANFI PANEL CENTERLINE 0 EXTERIOR EXTERIC 4" 2 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS PANEL CENTERLINE 4" 0 0 — If 3.22" 3 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS PANFI CENTERLINE 4 -TRACK INTERMEDIATE 4 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: ,V`4o0 LYNN��% �'� m VINYL SLIDING GLASS DOOR FPA (LM) 0 3/24/16 ® ` * : No. 58705 \ • * 4 -TRACK INTERMEDIATE 4 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS "+3" ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL SILLS: ,V`4o0 LYNN��% �'� m VINYL SLIDING GLASS DOOR FPA (LM) 0 3/24/16 ® ` * : No. 58705 \ • * . _449 -/20 ANCHOR LOCATIONS A m J ROSOWSKI 1070 TECHNOLOGY DRIVE // ° N. VENICE, FL 34275 0 STATE OF - (941)-480-1600 , CERT. OF AUTH. #29296 N° '��/ �NAL,,LICENSE���� OPYRIGHT@ 2020 PGTIIN INDUSTRIES, A. LYP MILLERP.E. SGD-5570 � NTS 11 OF 25 p Z FPA-SGD5570. z A COPIEOS FOR PERMIOTMNG E.# 585N HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR I — NTERLOCK 4" CENTERLINE EXTERIOR • ► 3,22" 2 -TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK— CENTERLINE NTERLOCK —CENTERLINE / 4„ EXTERIOR — f 3.22" 3 -TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR EXTERIC CENTERLLINEINE, 4" PANEL R � 99" 4 -TRACK CLUSTER "C3"ANCHOR LOCATIONS ASTRAGAL OR I — NTERLOCK 4" CENTERLINE EXTERIOR 3.22" 2 -TRACK CLUSTER "C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4„ ==: EXTERIOR ii 3.22" 3 -TRACK CLUSTER "C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK --w— 74" CENTERLINE NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: FIGURES PERTAIN TO THE FOLLOWING HEAD CLUSTER ANCHOR LOCATIONS: I Head/Sill 3)F 1 Jamb 5 P -hook 7 3.22" 4 -TRACK CLUSTER "C5"ANCHOR LOCATIONS HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL PANEL — CENTERLINE 4" CENTERLINE EXTERIOR EXTERIOR 3.22" EXTERIOR 2 -TRACK INTERMEDIATE 2 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION "+2" ANCHOR LOCATIONS PANEL MAERIUM PANEL 3 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION 4 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION PANEL — CENTERLINE 4.75" EXTERIOR 3 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS PANFI FIGURES PERTAIN TO THE FOLLOWING HEAD INTERMEDIATE ANCHOR LOCATIONS: Head/Sill C3 1 Jamb 5 P -hook 7 VINYL SLIDING GLASS DOOR FPA (LM) EXTERIC_. PANEL _ 4"CENTERLINE �--'13.22" 2 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS PANEL CENTERLINE 4" — i I— 3.22" 3 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS 4 -TRACK INTERMEDIATE "+2" 4 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: 3/24/16 ANCHOR LOCATIONS B m J ROSOWSKI �o SGD-5570 NTS 12 OF 25 o z FPA-SGD5570. z A n I ci' 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 COPYRIGHT © 2020 PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. ,111111111 LYNN /lf LICENSE * : No. 58705 �-: ,1200 STATE OF GN i ss!ONAk- 1� •\• A. LYNN MILLER, P.E. P.E.# 58705 P -HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW). FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: 2.375" 4.75"—ter 7.125" 6" MAX. • Head/Sill C3+1 21.6" 21.6" 21.6" Jamb 5 MAX. MAX. MAX. P hook 7 O.C. EXTERIOR C EXTERIOR O C EXTERIOR O.C. OPT. ANCHOR TO AID IN ALIGNMENT 6"H • 6" 6" NOTES: MAX MAX u MAX 1) STANDARD ANCHOR LOCATIONS SHOWN. AY D 2 -TRACK FRAME 3 -TRACK FRAME 4 -TRACK FRAME BOERLOCA D IN ADJACENT TRACKORS JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2 -TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. 12" MAX. JAMB JAMB JAMB (3) WEEP NOTCHES (4) WEEP NOTCHES (5) WEEP NOTCHES PER END @ 1" X.500" PER END @ 1" X .500" _ PER END @ 1" X.500" \ SILL � \ \ SILL — SILL EXTERIOR __ \_ EXTERIOR EXTERIOR 6" MAX. (3) TRACK WEEP HOLES �\ (6) TRACK WEEP HOLES \ EVERY 24" @ 1.125" X .190"; EVERY 24" 1.125" X (10) TRACK WEEP HOLES OPT. ANCHOR (1) WEEP NOTCH EVERY @ .190"; — EVERY @ X .190"; TO AID IN 24" @ 1.375" X .500" (1) WEEP NOTCH EVERY EE24" NOTC1.125"H (1) WEEP NOTCH EVERY ALIGNMENT 24" @ 1.375" X.500" 24" @ 1.375" X.500" NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS OF ANCHORS REQUIRED IN THE P-HOOK.��I/hI+►l��� i r' Y��//'/��j FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB (P -HOOK) ANCHOR LOCATIONS: '`�. �� ``CEN W W 0 VINYL SLIDING GLASS DOOR FPA (LM) 0 3/24/16 ® ` * : No. 58705 1070 TECHNOLOGY DRIVE 2 ANCHOR LOCATIONS C m J ROSOWSKI = - ° 0- ° o - N. VENICE, FL 34275 9/16120 �0 STATE OF (941)-480-1600 Head/Sill C3+1 N N0)S CERT. OF ALITH. #29296 Jamb 5 'm a m (2° COPYRIGHT© 2020 �i� NAL 111111100 P -hook 7 PGT INDUSTRIES, INC., TS 13 OF 25 pzFPA-SGD5570.zA LIMITEDA. LYNN P.E. , E.# 5805SGD-5570 COPIES FOR PERMITTING. HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FIGURES TO THE FOLLOWING 90° CORNER SILL 90'C RNERSI ANCHOR LOCATIONS: 900 7 P7" 0 4" 4" IT 4" 4" L-0 L-0 4" 4" 4" 4" 0 0 Head/Sill C3 1 3.22" EXTERIOR 3.22" EXTERIOR 0 0 0 0 o Jamb 5 2 -TRACK 90° CORNER "C4" ANCHOR LOCATIONS 2 -TRACK 90° CORNER "C6" ANCHOR LOCATIONS P hook 7 2 -TRACK 90° CORNER EXTERIOR 2 -TRACK 90° CORNER EXTERIOR (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) "C4" ANCHOR LOCATIONS WHERE "C3" IS SPECIFIED) "C6" ANCHOR LOCATIONS WHERE "C5" IS SPECIFIED) (USE (USE 0 4„ 4" 4" 4" o o 00 0 0 4" 4" 4" o 4"0 93.22" EXTERIOR 3.22 EXTEERII,OR 3.22" 90* CORNER "C3- ANCHOR LOCATIONS "C6" ANCHORCK 3 -TRACK ' CORNERS �/ 3 -TRACK 90° CORNER EXTERIOR 3 -TRACK 90° CORNER EXTERIOR (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) "C4" ANCHOR LOCATIONSID "C6" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) COPYRIGHT © 2020 PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. 4 4 411 � � I.YNN� 4" SONY i V ' o �'` , �10EN3F' i 4„ Q ' 4„ 4" 0 o o o No. 58705 — o *_ 0 0 �� =4 9/1&120 STATE OF [(/� 11 4 '��� ''•.f40WVP. ''�-N EXTERIOR 4 -TRACK 90° CORNER 3.22 EXTERIOR 4 -TRACK 90° CORNER �� EXTERIOR 3.22 EXTERIOR i SSS/O (�`` ��� NAL "C4" ANCHOR LOCATIONS "C6" ANCHOR LOCATIONS 4 -TRACK 90° CORNER "C4" ANCHOR LOCATIONS 4 -TRACK 90° CORNER "C6" ANCHOR LOCATIONS �,/0111100 (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) A. LYNN MILLER, P.E. NOTES: P.E.# 58705 FIGURES PERTAIN TO THE FOLLOWING 90o CORNER HEAD ANCHOR LOCATIONS: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. VINYL SLIDING GLASS DOOR FPA (LM) 0 3/24/16 90° , 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. o ANCHOR LOCATIONS D o m J ROSOWSKI Head/Sill C3 1 Jamb 5 P hook 7DISTANCE 3) TRACK -TO -TRACK IS 2.375" 2.375" 2.375" 1070 TECHNOLOGY DRIVE N �o N FOR ALL HEADS AND SILLS: N. VENICE, FL 34275 �o (941)-480-1600 CERT. OF AUTH. #29296 SGD-5570 � NTS 14 OF 25 o z° FPA-SGD5570. z A HEAD 1350 CORNER CLUSTER ANCHORS LAYOUT: SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN THE FOLLOWING 135° CORNN THE SILL ANCHOR LOCATIONS: 135° % 4 �� 4" 4" 4" o 0 0 4" O �0 0 0 0 0 o Head/Sill C3 1 XTERIOR 3 22" EXTERIOR 411 EXTERIOR 4„ EXTERIOR Jamb 5 P-hook 7 2-TRACK 135° CORNER "C4" ANCHOR LOCATIONS 2-TRACK 135° CORNER "C6" ANCHOR LOCATIONS 2-TRACK 135° CORNER � 7 2-TRACK 135° CORNER (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) "C4" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) "C6" ANCHOR LOCATIONS (USE WHERE "C5" IS SPECIFIED) 4" 4" 4" 4 " 4„ / o 0 4" 0 4" o 0 EXTERIOR EXTEnRIOR 0 M 0 0 EXTERIOR EXTERIOR nn . 3.22" V 3.22" V 3-TRACK 135° CORNER "C4" ANCHOR LOCATIONS 3-TRACK 135° CORNER "C6" ANCHOR LOCATIONS 3-TRACK CORNER 3-TRACK CORNER (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) "CW ANCHORR LOCATIONS (USE WHERE "C3" IS SPECIFIED) "C6" ANCHORR LOCATIONS (USE WHERE "C5" IS SPECIFIED) COPYRIGHT © 2020 PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. 4" 4" 4" 4" 0 \`���Vlllllr�7' LY IV/ ° 4" 0 0 0 4" _ * No. 58705 EXTERIOR EXTERIOR EXTERIOR EXTERIOR (/ 9/16/20 �� CU� 0, STATE OF [(/\ 4-TRACK 135° CORNER � 4-TRACK 135° CORNER � 3.22" \ '' .FCORIDP.•'��� "C4" ANCHOR LOCATIONS "C6" ANCHOR LOCATIONS 4-TRACK 135° CORNER 4-TRACK 135° CORNER �j�SS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) "C4" ANCHOR LOCATIONS ) (USE WHERE "C3" IS SPECIFIED NS (USE WHERE ANCHORLOCSPECIFIED)TO IS '// ZONAL �� A. LYNN MILLER, P.E. NOTES: P.E.# 58705 FIGURES PERTAIN TO THE FOLLOWING 135' CORNER HEAD ANCHOR LOCATIONS: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. VINYL SLIDING GLASS DOOR FPA (LM)0 3/24/16 X135 ° 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. o ANCHOR LOCATIONS E o m J ROSOWSKI Head/Sill C3 11 Jamb 5 P-hook 7 3) TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" Mo 2.375" ® - 1070 TECHNOLOGY DRIVE N - �m 04 FOR ALL HEADS AND SILLS: N. VENICE, FL 34275 �o (941)-480-1600 CERT. OF AUTH. #29296 SGD-5570 -N NTS 15 OF 25 o z° FPA-SGD5570. z A HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: FIGURES PERTAIN TO IDSI SPLICE LOCATION 4" SPLICE LOCATION 4„ SPLICE LOCATION 41 SPLICE LOCATION 4„ 0 0 0 0 0 0 0 0 0 EXTERIOR 3.22" ju EXTERIOR 3.22" EXTERIOR I EXTERIOR Head/Sill C3 1 2-TRACK SPLICE 2-TRACK SPLICE TRACK SPLICENCHOR 2-TRACK SPLICE ID Jamb 5 "C4" AA LOCATIONS 1106" ANCHOR LOCATIONS P hook 7 "C4" ANCHOR LOCATIONS "C6" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION LOCATION 4„ LOCATION-7 411 LOCATION 4„ 4.75" ==: 0 0 0 0 0 0 0 0 0 0 EXTERIOR 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR 41' 3-TRACK SPLICE "C4" 3-TRACK SPLICE "C6" n TRACK SPLICE v "CANCHOR LOCATIONS AHERE 3-TRACK SPLICE "CANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS W "C3 (USE W" IS SPECIFIED) W (USE WHERE "C5" IS SPECIFIED) (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) SPLICE 4.75" SPLICE -7SPLICE 4„ —7SPLICE LOCATION LOCATION LOCATION LOCATION7 441' 0 0 0 0 COPYRIGHT © 2020 0 o PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE 0 0 0 o COPIES FOR PERMITTING. IM r EXTERIOR 4 EXTERIOR 3 22" EXTERIOR 3.22" EXTERIOR 3 22" \��111 ` LYN/U� 4-TRACK SPLICE 4-TRACK SPLICE 4-TRACK SPLICE C4" ANCHOR LOCATIONS 4-TRACK SPLICE C6" ANCHOR LOCATIONS pNY `� . oCENSF "C4" ANCHOR LOCATIONS "C6" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) ' (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) Q .' No. 58705 — 4yk - -- U 9/1&120 �U STATE OF [(/\ NOTES: ���S. FCORM �-N 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ///iiS/ONN-1� FIGURES PERTAIN TO THE FOLLOWING SPLICED 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A. LYNN MILLER, P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. P.E.#58705 3) TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" 2.375"127 VINYL SLIDING GLASS DOOR FPA (LM) 0 3/24/16 FOR ALL HEADS AND SILLS: o ANCHOR LOCATIONS F o m J ROSOWSKI 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED 1070 TECHNOLOGY DRIVE N �m N Head/Sill C3 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N. VENICE FL 34275 , �o Jamb 5 (941)-480-1600 P hook 7 CERT. OF AUTH. #29296 SGD-5570 - NTS 16 OF 25 o z° FPA-SGD5570. z A LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F" SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 SCREEN PANEL TYPES DOUBLE PANEL'S RIGHT STILE TYPE C INTERLOCK ASTRAGAL DOUBLE M LOCKSTILE INTERLOCK JLOCKSTILE ASTRAGAL PANEL SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLE TYPES SINGLE INTERLOCK SINGLE INTERLOCK FIXED STILE LOCKSTILE W/ HANDLE ASTRAGAL BOX OUT ASTRAGAL BOX IN OUTSIDE 90° ASTRAGAL INSIDE 90° ASTRAGALTRA SIDE 5° AL INSIDE 135° ASTRAGAL SINGLE INTERIOR OR OUT IN INTERLOCK RECEIVER RECEIVER :RE;CVER RECEIVER EXTERIOR GLAZED rip Li LH2 SINGLE INTERLOCK E F PP K L L TC TA TV TW OUT (BOX OUT) (BOX IN) SINGLE INTERLOCK B H P A C C SIC SA S V S W LU IN (BOX OUT) (BOX IN) p >- FIXED STILE RR R S S FC FD FV FW (BOX OUT) (BOX IN) Lu J LOCKSTILE D M J J W/HAN W/HANDLE (BOX OUT) (BOX IN) ASTRAGALL BOX OUT R T U (BOX OUT) (BOX OUT) (BOX OUT) ASTRAGAL BOX IN N T U J (BOX IN) (BOX IN) (BOX IN) OUT. 90° PHL ASTRAGAL CF J LLI V CT CS z RECEIVER IN. 90° ASTRAGAL VKr A T AS DF RECEIVER OUT. 135' ASTRAGAL 1 /T V VS VF RECEIVER IN. 135' ASTRAGAL W T WS WF RECEIVER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F" SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 SCREEN PANEL TYPES DOUBLE C INTERLOCK ASTRAGAL DOUBLE M LOCKSTILE INTERLOCK JLOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK DOUBLE A INTERLOCK LOCKSTILE vASTRAGAL LOCKSTILE DC DOUBLE SINGLE J INTERLOCK INTERLOCK VINYL SLIDING GLASS DOOR FPA (LM) PANELTYPES 3/24/16 J ROSOWSKI Q °10 m SGD-5570 NTS t 17 OF 25 o z FPA-SGD5570. , z A COPYRIGHT © 2020 PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. ``, 111 11rr/// .�`�61 `� LYNN ��'% `10EN Sic * : No. 58705 i 9/16/20 STATE OF i FCOWDP. ' GN A. LYNN MILLER, P.E. P.E.# 58705 5.875 - �� 1.303 Lf -I1.812 100 - i 2 TRACK HEAD/JAMB 10.635 Q ❑ o 1.681 aG°z7IGa��] © 4 TRACK SILL 8.250 - 1.813 H Floo IER] i 3 TRACK HEAD/JAMB 10.625 - 100 JE:I[ H H H. 1813 4 TRACK HEAD/JAMB 1.570 T f 2.833 2.368 110 -II• O25 TOP, BOTTOM AND STILE REINFORCEMENT .300 1.625 - 1.595 T 2.768 .300 .188 120 it . 26 TOP, BOTTOM AND STILE COMPOSITE REINFORCEMENT 35 135° CORNER ASTRAGAL ---1.912� 065 __ N 1.261 80 7/16" SQUARE BEAD 8.250 - 10o G�= ql 1.681 L__ 7 i ® 3 TRACK SILL 5.875 N. loo q ❑ o 1.681 �aG] Gt7� i O2 2 TRACK SILL 1.595 t 3.483 .400 2.768 182 .120 - �- .182 c21 INTERLOCK .300 28 INTERLOCK .400 REINFORCEMENT, REINFORCEMENT, STANDARD HEAVY-DUTY 1.472 09 125 2.175 .070 36 135° CORNER PASSIVE MOUNT .060 3.713 if 1.170 37 135° CORNER ASTRAGAL CAP, EXTERIOR �.912� 210 062 1.261 01.261 1 81 7/16" 821-1/16" BEVELED BEAD BEVELED BEAD .252 - 11.261 (41-1/16" OGEE BEAD 2.025 .540 .500 - .062 FRAME SCREW 0 COVER (PVC) 1.000 949I�I 1 U - IUUI� .062 11 BOTTOM RAIL SUPPORT .540 .626 -4-.062 19 EXTENDED KEEPER .125 - .930 ® ANCHOR PLATE 252 F--.062 1.435 -' 1 Fl -4 f 12 FRAME SILL ADD-ON .540 .500 -'.062 20 KEEPER .309 f 2.696 070 F--.312 I 2.291 29 ASTRAGAL REINFORCEMENT 046 1.500 1 I� .229 38 135° CORNER ASTRAGAL CAP, INTERIOR 173 - 1.261 84 1-3/16" OGEE BEAD 2.2110 1 100 J EXTENDED POCKET 30 INTERLOCK ADAPTER 3.2147 1 39 90° CORNER ASTRAGAL .550 .301 0 TRACKINSERT 231 1.613 .060 SILL TRACK 13 1) SEE SHEET 4 FOR SILL RISERS. COVER 291 .061 1.928 INTERLOCK CAP, 10 EXTENDED POCKET 2.060 1.983 .060 17 P -HOOK ADAPTOR 291061 3.000 - ;-,� ter-; 1- 2.607 ►I 1 f 21 REINFORCEMENT # REINFORCEMENT BAR COVER J BAR 0 .075 4.1 090 2116 2.710 31 INTERLOCK 32 ASTRAGAL ADD-ON 33 PANEL STILE, TOP ADAPTER 0 AND BOTTOM RAIL �1 .762 rl nL 5.178 100 .080 18 P -HOOK 229.094 2.975 .075 1 1.406 1 23 FIXED PANEL CLIP 4.; 3.345 N]nTFS- 40 90° CORNER 41 90° CORNER ASTRAGAL CAP, ASTRAGAL CAP, EXTERIOR INTERIOR 3) ALL DIMENSIONS IN INCHES. 125 2.141 f .329 24 REINFORCEMENT PLATE 2.838 2.073 .099 100 1 34 INTERIOR JAMB COVER 3.345 919 ,060 1) SEE SHEET 4 FOR SILL RISERS. 065 � -.919 2) SEE SHEET 20 FOR SCREEN PARTS. 40 90° CORNER 41 90° CORNER ASTRAGAL CAP, ASTRAGAL CAP, EXTERIOR INTERIOR 3) ALL DIMENSIONS IN INCHES. 125 2.141 f .329 24 REINFORCEMENT PLATE 2.838 2.073 .099 100 1 34 INTERIOR JAMB COVER (4) ANCHOR TYPE AS USED IN INSTALLATION, TABLE A, SHEET 1 93 (3) #10 X 1.5" SMS BAR COVER 22 REINF. BAR s� #8 X 1-1/4" SMS 2) INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD INTO FRAME ATTACHMENT ASSEMBLY JAMB& HEADER INSTALL ONE BLOCK AT 64 SUBSTRATE,SEE EACH INTERLOCK. BLOCK TABLE 1 AT ASTRAGAL, INSTALL ONE BLOCK THAT �\ SPANS BOTH PANELS. P7IYDn DAKIDI (`I ID IIVJ 1 FILL VIVO VLIr /11 I FlC MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. CII I AC(ZCKAMI DDIKIr7r)Drr:KADnIT DI ATG m I I M%I rl VVI I" tto n I- lilt @ 34-1/2" MAX O.C. 60 ,INTERLOCK — CLIP COVER W11 1INTERLOCK 24 REINF. PLATE BOTTOM RAIL 94 #10 X SUPPORT 2-1/2" SMS (2) #10 X 1" SMS THROUGH SUPPORT,!;9� INTO PANEL 93 #10 X InITGDI n(`V CII I DCTAInICD 1-1/2" SMS ASSEMBLY ALL PANEL CORNERS 1070 TECHNOLOGY DRIVE CLIP ATTACHMENT WELDED, NO ASSEMBLY INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 I 1� I (2) 1/4" X 2-1/4" SMS INTERIOR NOTES EXTERIOR 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS VINYL SLIDING GLASS DOOR FPA (LM) ACCESSORIES INSTALLATION o, J ROSOWSKI Q �o m �o SGD-5570 ,I NTS 19 OF 25 o z FPA-SGD5570. z A VPPDDR Tn IAKAR COPYRIGHT © 2020 PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. �•`` N`l LYNN `���0' ``CENSE • /��� * : No. 58705 9/1bI120 �0 STATE OF � �� •. FLOR4DP.•'G��� '. S/ONAL 0 A. LYNN MILLER, P.E. P.E.# 58705 BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE VERTICAL SECTION m ilAAI 02 .875 1.9193 L — '1— .062 10o BOX SCREEN TOP RAIL 020 1.8172 L - 0 .062 BOX 103 SCREEN INTERLOCK 1.306 1.343 .050 BOX SCREEN los ASTRAGAL ADAPTER 'ON . - --- - EXAMPLE nil 875 1.9193 L .062 BOX SCREEN 101 BOTTOM RAIL 1.593 .055 �-- .372 io4,'BOX —SCREEN SNAP-ON BUG FLAP 055 1.487 O10� Box SCREEN SILL ADD-ON 1.020 1.8174 L 062 BOX SCREEN 1oz SIDE RAIL 1.373 � 063 1.833 BOX SCREEN 105 OXO ASTRAGAL ADAPTER �I 1.487 1.510 s [:.060 BOX SCREEN HEAD 108 AND JAMB ADD-ON STANDARn cfNo=Cni n=TAii C- VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE f _ 1.081 1.202 ��►� 1.778 1.778 .935 .050 .050 .045 ;EEN *SIDE 122 SCREEN OXO ME SIDE RAIL, ASTRAGAL LATCH ADAPTER f7l .725 .765 �2 —.040 123 SCREEN VINYL ASTRAGAL ADAPTER 1.435 .782 .062 FRAME SILL 12a SCREEN ADD-ON NOTES: 1) ALL DIMENSIONS IN INCHES. TABLE C: # Part # Description Material 1 19001 2 -Track Head/Jamb Rigid PVC 2 19002 2 -Track Sill Rigid PVC 3 19025 3 -Track Head/Jamb Rigid PVC 4 19026 3 -Track Sill Rigid PVC 5 19027 4 -Track Head/Jamb Rigid PVC 6 19028 4 -Track Sill Rigid PVC 7 19009 Frame Screw Cover Rigid PVC 8 19031 Anchor Plate 6063-T6 Alum. 9 19007 Track Insert 6063-T6 Alum. 10 19084 Interlock Cap - Extended Pocket Rigid PVC 11 19036 Bottom Rail Support 6063-T6 Alum. 12 19006A Outer Sill Cover 6063-T6 Alum. 13 19011 Sill Track Cover Rigid PVC 17 19032 P -Hook Adapter 6063-T6 Alum. 18 19020 P -Hook 6063-T6 Alum. 19 19047M Extended Keeper 6063-T6 Alum. 20 19029M Keeper 6063-T6 Alum. 21 19014 Reinforcement Bar Cover Rigid PVC 22 19030 Reinforcement Bar 6005-T5 Alum. 23 19037M Fixed Panel Clip 6063-T6 Alum. 24 19035M Reinforcement Plate 6063-T6 Alum. 25 26 19017M 19046 Top Rail, Bottom Rail and Lockstile Reinforcement 6005-T5 Alum. Composite 27 19018M Interlock .300 Reinforcement, Std. 6005-T5 Alum. 28 19013M Interlock .400 Reinforcement, HD 6005-T5 Alum. 29 19019M Astragal Reinforcement 6005-T5 Alum. 30 19083 Extended Pocket Interlock Adaptor 6063-T6 Alum. 31 19006 Interlock Adaptor Rigid PVC 32 19008 Astragal Add-on Rigid PVC 33 19004 Panel Stile, Top/Bottom Rail Rigid PVC 34 19040 Interior Jamb Cover 6063-T6 Alum. 35 19076 135° Corner Astragal 6063-T6 Alum. 36 19077 135° Corner Astragal Passive Mount 6063-T6 Alum. 37 19079 135° Corner Astragal Cap - Ext. Rigid PVC 38 19080 135° Corner Astragal Cap - Int. Rigid PVC 39 19078 90° Corner Astragal 6063-T6 Alum. 40 19081 90° Corner Astragal Cap - Ext. Rigid PVC 41 19082 90° Corner Astragal Cap - Int. Rigid PVC I104re-ji `>si # Part # Description Material 42 19085 Sill Riser - (2-1/2") 6063-T6 Alum. 43 19022A Sill Riser - (3-1/2") 6063-T6 Alum. 44 19023A Sill Riser - (4-1/16") 6063-T6 Alum. 45 19024A Sill Riser - (4-5/8") 6063-T6 Alum. 50 718609W .187" x .320" Finseal (Stile) 6063 T6 Al 51 71695K 1-1/2" x 1" x 3/4" Fin Seal Dust Plug 6063 T6 Al 52 71696 Dust Plug 6063 T5 Al 60 419041 Interlock Clip Cover PVC 61 78153X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78X75FPTX #8 x 3/4" Ph. FH SMS @ Roller & Reinf. SS 64 419042 Frame Header Block Nylon 65 48052 Roller Adj. Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 67 76X114FPTX #6 x 1-1/4" Ph. FH SMS @Bumper Stop SS 68 71696G Sill Plug PVC 69 78185X Gemini Mortise Lock w/long Trim plate Steel/SS 70 71032X1FPFX 10-32 x 1" Ph.FH MS @ Lock SS 71 varies Handle Kit Cast Zinc 72 19054 Interlock Retainer Clip Nylon 75 Kommerling 4SG TPS Spacer System 76 Quanex Super Spacer nXT with Hot Melt Butyl See Sheet 10 for 77 Quanex Duraseal Materials 78 Cardinal XL Edge Spacer 79 Dow -791, 983, 995 or RGS-7700 Backbedding Silicone 80 19090 7/16" Square Bead Rigid PVC 81 7/16" Beveled Bead Rigid PVC 82 19044 1-1/16" Beveled Bead Rigid PVC 83 19045 1-1/16" Ogee Bead Rigid PVC 84 19016 1-3/16" Ogee Bead Rigid PVC 85 71725K Setting Block 1/2" x 4" x 1/16", 85 +/- 5 duro. Neoprene 86 71726K Setting Block 1" x 4" x 1/16", 85 +/- 5 duro. Neoprene 90 781PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 78X114PHPT410X #8 x 1-1/4" Ph. PH SMS @ Reinf. Bar SS 92 710X1PHPT18-8X #10 x 1" Ph. PH SMS @ Rail Support SS 93 71OX115PPX #10 x 1-1/2" Ph. PH SMS @ Fxd. Pnl. Clip SS 94 710X2.5PHPT18-8X #10 x 2-1/2" Ph. PH SMS @ Reinf. Plate/Ast. SS 95 71420X2.25FPFX #12 x 2-1/4" Ph. PH SMS @ Hdr. Block SS 96 710X1.75PPX #10 x 1-3/4" Ph. FH SMS @ Keeper SS 97 1 710X34PPX 1#10 x 3/4" Ph. PH SMS @ Ext. Pkt. Int. SS 1) ITEMS #14-16,46-49, 53-59, 73, 74 & 87-89, 98 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. TABLE D: BOX SCREEN # Part # Description Material 100 12256 Box Screen Top Rail 6063 T5 Al 101 12257 Box Screen Bottom Rail 6063 T5 Al 102 12258 Box Screen Side Rail 6063 T5 Al 103 64428 Box Screen Interlock 6063 T6 Al 104 17347A Box Screen Snap -on Bug Flap 6063 T6 Al 105 64345 Box Screen OXO Astragal Adapter 6063 T6 Al 106 17349 Box Screen Astragal Adapter 6063 T5 Al 107 19039 Box Screen Frame Sill Add-on 6063 T6 Al 108 19038 Box Screen Head/Jamb Add-on 6063 T6 Al 109 720X1 #14-20 x 1" MS @ Top Rail SS 110 720X1 12X #14-20 x 1-1/2" MS @ Bottom Rail SS 111 71793G Wstp, .270" x .150" - Fin Seal 112 61805K Wstp, .187" x .500" @ Bug Flap 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Roller SS 115 varies Screen Locking Hardware Steel 116 419053 Screen Keeper Steel 117 76X1 PPA #6 x 1" Ph. PH SMS Steel 118 1692/3/4 Screen Spline -.150" & .165" Vinyl 119 1816C20 Screen Cloth Fiberglass TABLE E: STANDARD SCREEN ANCHORAGE DETAILS FOR SLIDING GLASS DOORS WHEN INSTALLED WITH FRAME FIN ADDON @ HEAD AND JAMB (SHEETS 22-25) TO ACHIEVE PROPER ANCHOR EDGE DISTANCE, THE FOLLOWING SHEETS (22-25) TYP. ANCHOR TYPE, EMBEDMENT SHOW ANCHOR PATTERNS SUBSTRATE AND EDGE DISTANCE PER THAT MUST BE USED WHEN EMBEDMENT EDGESUBSTRATE, SEE TABLE A, SHEET 1. USING THE FRAME FIN ADDON. 1/4" MAX. DISTANCE TYP. ANCHOR TYPE, EMBEDMENT O 0 SUBSTRATE AND EDGE DISTANCE PER 99 SUBSTRATE, SEE TABLE A, 1.40" EMBEDMENT EXTERIOR ° SHEET 1. SETBACKo TYP. ANCHOR TYPE, NOTES EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 1) DETAILS APPLY TO 2,3 AND 4 TRACK $ � 1/4" MAX. nn nn � � SEE TABLE A, SHEET 1. EDGE o U LJ 8 CONFIGURATIONS. DISTANCE q o 1/4" MAX. O �_ l �aQ 1�oj� 2) REFER TO TABLE A M FOR ANCHOR 1.40" d o EXTERIOR SETBACK ° 1 CONSTRAINTS. 99 EMBEDMENT 3) SILL ANCHORAGE EXTERIOR 0 0 WITH FIN ADDON IS V EDGE SUBSTRATE UNCHANGED FROM THE DET 2 -TRACK FRAME DISTANCE BOX FRAME ANCHORAGE. DET 2 -TRACK FRAME A2 JAMB ANCHORAGE DETAIL E3 HEAD ANCHORAGE DETAIL DET 2 -TRACK FRAME F3 SILL ANCHORAGE DETAIL JAMB ANCHORS LAYOUT (USING FRAME FIN ADDONY 2.375" I� 4.75" FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: NOTES' 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND Av 4 -TRACK JAMBS, ANCHORS IN THE INTERIOR TRACK MAY BE ' 1 1 LOCATED IN THE ADJACENT TRACK AS REQUIRED TO MEET 21.6" 21.6" 21.6" MIN. EDGE DISTANCE MAX. MAX. MAX. Head/Sill C3+1 CONSTRAINTS FROM THE COPYRIGHT© 2020 0. C. EXTERIOR EXTERIOR EXTERIOR O.C. O.C. Jamb 5 INTERIOR. PGT INDUSTRIES, INC., P -hook 7 LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. \``4ti11i111j,�/ LYN/V/hr ONY ��'� • ' �SGENSF' . ��� i 6" 6" 6" VINYL SLIDING GLASS DOOR FPA 3/24/16 1= o No. 58705 = 7k MAX. MAX. MAX. --t " 3 ' J ROSOWSKI ANCHOR LOCATIONS A —- 2 FRAME 3 FRAME 4 FRAME o o m Il ® Q ¢ U 9/lfi/2��0: ��0. ' STATE OF � -TRACK JAMB ANCHORS -TRACK -TRACK JAMB ANCHORS JAMB ANCHORS �, �o ��� 1070 TECHNOLOGY DRIVE m m N. VENICE, FL 34275 �o '��, NAL% (941)-480-1600 0\\ CERT. OF AUTH. #29296 SGD-5570 �, NTS 22 OF 25 o z FPA-SGD5570.2 z A A. LYNN E.# 587 5 P.E. HEAD CLUSTER ANCHORS LAYOUT (USING FRAME FIN ADDON): ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK CENTERLINE CENTERLINE 2 -TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERLINE EXTERIOR it f 3.22" 15 3 -TRACK CLUSTER "C3" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4„ 4" 2 -TRACK CLUSTER "C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK -74" CENTERLINE EXTERIOR ii 3.22" ID 3 -TRACK CLUSTER "C5" ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK--m— CENTERLINE — 4„ CENTERLINE O EXTERIOR • 3.22" EXTERIOR 4 -TRACK CLUSTER 771 "C3"ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASTED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK 1 DISTANCE IS 2.375": 2.375" CLUSTER ANCHOR LOCATIONS: Head/Sill C3 1 Jamb 5 P -hook 7 3.22" 4 -TRACK CLUSTER "C5"ANCHOR LOCATIONS HEAD "+" INTERMEDIATE ANCHORS LAYOUT (USING FRAME FIN ADDON): PANEL �'J.1\IJ■ ji4j 2 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION PANEL CAERIGR PANEL 3 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION 4 -TRACK INTERMEDIATE "+1" ANCHOR LOCATION EXTERIC.. . 2 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS PANEL 4" CENTERLINE �I 1 I-0 3.22" 3 -TRACK INTERMEDIATE "+2" ANCHOR LOCATIONS PANFI FIGURES PERTAIN TO THE FOLLOWING HEAD INTERMEDIATE ANCHOR LOCATIONS: Head/Sill C3 1 Jamb 5 P -hook 7 40 r■ ■ v 2 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS PANEL 4" CENTERLINE — 3.22" 3 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS 4 -TRACK INTERMEDIATE "+2" 4 -TRACK INTERMEDIATE "+3" ANCHOR LOCATIONS ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: VINYL SLIDING GLASS DOOR FPA o 3/24/16 ANCHOR LOCATIONS B o m J ROSOWSKI �m r N �m �o SGD-5570 � NTS 23 OF 25 o z FPA-SGD5570.2� z A LYN1v 1070 TECHNOLOGY DRIVE No. 58705 _ *- N. VENICE FL 34275 r 9/16/20 �0,. STATE OF (941)-480-1600 •. i FL OR4D? . •' G�?� CERT. OF AUTH. #29296 COPYRIGHT© 2020 PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE A. LYNN MILLER, P.E. COPIES FOR PERMITTING. P.E.# 58705 HEAD 90° CORNER CLUSTER ANCHORS LAYOUT (USING FRAME FIN AMON): HEAD 135° CORNER CLUSTER ANCHORS LAYOUT (USING FRAME FIN AMON): FIGURES INGR35�CORNER HEAD ANCHOR LOCATIONS: 135° 4" 4" 4" 4" 4" 4" P411 4" Head/Sill C3 1 Jamb 5 EXTERIOR EXTERIOR P-hook 7 EXTERIOR 2-TRACK 90° CORNER EXTERIOR 2-TRACK 90' CORNER "C4" ANCHOR LOCATIONS "C6" ANCHOR LOCATIONS 2-TRACK 135° CORNER 2-TRACK 135' CORNER "C4" ANCHOR LOCATIONS "C6" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) 4" 4" 4" 4" 4" 4" EXTERIOR EXTERIOR 3.22" v 3'22° EXTERIOR 3'22° EXTERIOR 3-TRACK 135° CORNER 3-TRACK 135' CORNER 3-TRACK 90° CORNER �L 3-TRACK 90° CORNER 43 "C4" ANCHOR LOCATIONS WHERE "C3" IS SPECIFIED) "C6" ANCHOR LOCATIONS WHERE "C5" IS SPECIFIED) "C4" ANCHOR LOCATIONS 7 "C6" ANCHOR LOCATIONS (USE (USE (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) COPYRIGHT © 2020 PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE COPIES FOR PERMITTING. 4" " 4 4,. 4" \`���IlIII1r,7r ,�`�ONY LYNN � E 4" N G 4" No. 58705 * ; 411 B R l P O EXTERIOR EXTERIOR " 9 16/20 4-TRACK 135° CORNER 4-TRACK 135° CORNER ��� '• STATE OF •C(/�\ EXTERIOR 3.22 EXTERIOR "C4" ANCHOR LOCATIONS "C6" ANCHOR LOCATIONS 4-TRACK 90° CORNER "C4" ANCHOR LOCATIONS 75 4-TRACK 90° CORNER "C6" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) A. LYNN MILLER, P.E. NOTES: P.E.# 58705 FIGURES PERTAIN TO THE FOLLOWING 90' CORNER HEAD ANCHOR LOCATIONS: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. VINYL SLIDING GLASS DOOR FPAo 3/24/16 90° 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE Head/Sill C3 F1 SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. o ANCHOR LOCATIONS C o m J ROSOWSKI Jamb 5 3) TRACK-TO-TRACK 1 o P-hook 71070 DISTANCE IS 2.375": 2.375" TECHNOLOG YDRIVE N. VENICE, FL 34275 �o (941)-480-1600 CERT. OF AUTH. #29296 SGD-5570 � NTS 2 24 OF 25 o z FPA-SGD5570.2L�-�-LAJ HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL (USING FRAME FIN AMON): SPLICE _ LOCATION SPLICE - LOCATION EXTERIOR 4" EXTERIOR 4" 2-TRACK SPLICE 2-TRACK SPLICE "C4" ANCHOR LOCATIONS "C6" ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) SPLICE_ 411 SPLICE - 411 LOCATION LOCATION EXTERIOR EXTERIOR iE122" 1.625 — � 3.22" 3-TRACK SPLICE "C4" `713-TRACK SPLICE "C6" 875 ANCHOR LOCATIONS ANCHOR LOCATIONS (USE WHERE "C3" IS SPECIFIED) (USE WHERE "C5" IS SPECIFIED) 125 .125— —FRAME FRAME 99 ALUMINUM FIN-ADDON 6063-T6 SPLICE - 4.75" SPLICE - 4" PART # 19033 LOCATION LOCATION COPYRIGHT © 2020 PGT INDUSTRIES, INC., LIMITED LICENSE TO MAKE Imc, nn G COPIES FOR PERMITTING. LYNN EXTERIOR 4„ EXTERIOR 3.22" `��` �ON� • �� '; �'` ,• GENgF 4-TRACK SPLICE 4-TRACK SPLICE "C4" ANCHOR LOCATIONS "C3" "C6" ANCHOR LOCATIONS; "C5" ND. 58705 (USE WHERE IS SPECIFIED) (USE WHERE IS SPECIFIED) 449/16/1211101 STATE OF 41 NOTES: ' �� '• FCOWDP \� / 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �'l1111141�`` FIGURES PERTAIN TO THE FOLLOWING SPLICED 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A. LYNN MILLER, P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. P.E.# 58705 3) TRACK-TO-TRACK 1 DISTANCE IS 2.375": 2.375" VINYL SLIDING GLASS DOOR FPA o 3/24/16 o ANCHOR LOCATIONS D o m J ROSOWSKI 1070 TECHNOLOGY DRIVE Head/Sill C3 1 N. VENICE, FL 34275 N N Jamb 5 1(941)-480-1600 P-hook 7 CERT. OF AUTH. #29296 SGD-5570 2 NTS 25 OF 25 o z FPA-SGD5570.2 z A �,co