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HomeMy WebLinkAboutFL29701_R0_II_AW5540 - 1DGENERAL NOTES: SERIES 5540 IMPACT RESISTANT,. VINYL AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. MAX. O.C. 17-1/2" IF WINDOW 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE HEIGHT IS 42" OR LESS, CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE 15.2" IF OVER 42". OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-1/2" THICK OR GREATER. 1X rt AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY _ A FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. y MAX. BUCK WIDTH SEE TABLE 4 B, SEE SHEET 3 I 1 4" MAX. VISIBLE LIGHT WIDTH I A, SEE SHEET 3 T MAX. O.C. 17-1 /2" IF WINDOW HEIGHT IS 42" OR LESS, 15.2" IF OVER 42". ADDITIONAL ANCHORSFOR FRAME ASSEMBLY TUBE, SEE SHEET 5 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION Y MAX. BUCK WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE LIGHT - HEIGHT, SEE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD HEIGHT TABLE 4 BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED 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. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8183, 8174, 19-9037; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL 11) PVB INTERLAYER MANUFACTURED BY KURARAY AMERICA, INC. MAX. O.C. 28" IF WINDOW _B WIDTH IS 36" OR LESS, 4" MAX. 13" IF OVER 36". TYP. EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE 4" T MAX. O.C. MAX. BUCK WIDTH SEE TABLE 4 —4" MAX. O.C. — D, SEE TSHEET 4 VISIBLE LIGHT WIDTH VISIBLE LIGHT HEIGHT 1-1/4" MAX. LID TYP. INTEGRAL FIN & J-CHANNEL FRAME ANCHORAGE IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE TABLE 4, SHEET 7 MAX. BUCK WIDTH SEE TABLE 4 - 4" MAX. FRAME LLLLLLLLL 1 _ ASSEMBLY VISIBLE TUBE MULL, _ LIGHT WIDTH SEE SHEET 5 VISIBLE FOR LIGHT ANCHORAGE HEIGHT DETAILS 4" MAX. j 63" MAX, FRAME _ ASSEMBLY'TUBE LENGTH MAX. O.C. 28" IF WINDOW WIDTH IS 36" OR LESS, �+ 13" IF OVER 36". TYP. X/X EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE USING FRAME ASSEMBLY TUBE/MULL 1-1/4" MAX. MAX. BUCK HEIGHT, SEE TABLE 4 C, SEE SHEET 4 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" f HEIGHT: BUCK HEIGHT - 6-3/4" 127-1/4" MAX. COMBINED HEIGHT 4" MAX. GENERAL NOTES & ELEVATIONS... ...................... 1 FRAME, GLASS & ANCHOR OPTIONS...................2 INSTALLATION, FLANGE & EQUAL LEG................3 INSTALLATION, INTEGRAL FIN & J-CHANNEL...... 4 FRAME ASSEMBLY TUBE.......................................5, 6 DESIGN PRESSURES..............................................7 HARDWARE............................................................. .8 BOM & ASSEMBLY...................................................9 Q O W i O net 0 rn C)w O m � N C6 W O Y J U' 04 OWw O M w O � =�� J J O C7 � FLO O LL O >- = w � it U UO ON 9MO (c9--LLI W d 00 a Z oZ� LL Q W O O p LLI _ c ei N Z ,6 U) W O Z a _Z Z Z O Q Of >_ W U Z U' Q al; r. -asap saaac 1 .�'101Y LYIVN ''�• yk No.58705 61TF 1t11 .AOF �! 1 ,,an1 �AL �,,•\\ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 1: ALLOWABLE GLASS TYPFS Glass Description Table Sheet T e Yp # # 1 7/16" Lami (3/16" A - .090" PVB - 3/16" A) 4 7 2 7/16" Lami (3/16" H - .090" PVB - 3/16" H) 4 7 TARI F 2- ANCHORS INSTAI I F:n THROt IC;H FRANAF "A" = ANNEALED "H" = HEAT STRENGTHENED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. Group Anchor Substrate Min. Edge Distance Min. Embedment* B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-318" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-112" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre-Gator F Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2 * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min. Edge Min.Distance Embedment* 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" P.T. Southern Pine (SG=.55) 112" 1-318" #10 Trusshead SMS Aluminum, 6063-T5* 3/8" 0.050" (steel, 18-8 S.S. Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) or 410 S.S.) Steel, A36* 3/8" 0.050" F P.T. Southern Pine (SG=.55) 9/16" 1-3/8" #12 SMS Aluminum, 6063-T5* 3/8" 0.063" (steel, 18-8 S.S. Steel Stud, Gr. 33* 3/8" 0.050" or 410 S.S.) Steel, A36* 3/8" 0.050- * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. EXTERIOF GLASS TYPE 1 7/16" LAMINATED GLASS STACK 3/16" A .090" PVB 3/16" A� EXTERIOR GLASS TYPE 2 Material Min. Fy Min. F„ Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gator@ 57 ksi 96 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi NOTE: COPYRIGHT © 2019 USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMBEDMENT AND PGT INDUSTRIES, INC. EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL RIGHTS RESERVED CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 7/16" LAMINATED GLASS STACK 3/16" H .090" PVB 3/16" H 72 t15) EXTERIOR /L F__ FRAME TYPES: 2 TJ 4� _ FLANGE _. EQUAL LEG OR BOX 1 0 i.3'.• J-CHANNEL INTEGRAL FIN 1/2" NOM. GLASS BITE TYP. 74 . TYP. GLAZING DETAIL VINYL AWNING WINDOW (LMI) 06/03/19 2 GLASS/ANCHORS/FRAME OPTIONSI d E KOSS G AW-5540 NTS 2 OF 9 " Z AW5540 LAI z LYNN L10EN5tc�CE f * No.58705 !Tor _ 0. STAT � i 0RI0N \$ti ONA1 ri A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME ~� SHOWN • ,15 = 62 F t63' HD REINF. BUCK VISIBLE HEIGHT LIGHT HEIGHT (72)- TERIOR - 6 - EQUAL- LEG/BOX FRAME SHOWN r INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM - ��I- EDGE DISTANCE EMBEDMENT —� 1 � l EDGE DL_ EMBEDMENT DISTANCE Li TYP. ANCHOR TYPE, I EMBEDMENT AND EDGE x 1 1/4" MAX. SHIM DISTANCE PER SUBSTRATE, L TYP. ANCHOR TYPE, SEE TABLE 2, SHEET 2.----'4 ��- EMBEDMENT AND (SHOWN IN LOCATION USED EDGE DISTANCE PER WHEN ANCHOR IS IN -LINE SUBSTRATE, SEE WITH THE HINGE TABLE 2, SHEET 2. ASSEMBLY). 2 LOCATION USED WHEN ANCHOR FLANGE IS BELOW THE HINGE ASSEMBLY. FRAME . 85 ; NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON y TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4" MAX. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. SHIM 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY FLANGE OF THE ENGINEER OR ARCHITECT OF RECORD. FRAME SHOWN 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 87 LOCATION USED SEE SHEETS 8-9 WHEN ANCHOR IS I FOR HARDWARE IN -LINE WITH THE ff HINGE ASSEMBLY. INSTALLATION OPTION 2 I� EDGE DISTANCE c ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. VERTICAL SECTION B-B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. 1/4" MAX. SHIM P EMBEDMENT r _ SEE SHEETS 8-9 FOR HARDWARE ,80) 86 11 f VISIBLE LIGHT WIDTH 15 HD REINF. 110 BUCK WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX. SHIM - ^ L_ri� [1 HORIZONTAL SECTION A -A EQUAL- LEG/BOX FRAME SHOWN FBC APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. QEQUAL LEG/BOX o FRAME SHOWN �I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER 1 SUBSTRATE, SEE TABLE 2, SHEET 2. (SHOWN IN LOCATION USED WHEN ANCHOR IS BELOW THE EXTERIOR HINGE ASSEMBLY). n INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT - 6-3/4" CERT. OF AUTH. #29296 COPYRIGHT ©2019 1070 TECHNOLOGY DRI PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 INSTALLATION 1/4" MAX. SHIM OPTION 4 ANCHORED THROUGH FRAME INTO METAL LOCATION USED WHEN ANCHOR IS IN -LINE WITH THE HINGE ASSEMBLY. TO CREATE EQUAL -LEG FRAME, FIN AND/OR FLANGE MAY BE REMOVED IN -FIELD EXTERIOR VINYL AWNING WINDOW (LMI) 0 06/03/19 2 FLANGE & EQUAL-LEG/BOX FRAMES :_ E KOSS AW-5540 ' NTS Id 3 OF 9 s. z j AW5540 LAM 1 ,- z r EMBEDMENT 1 4 EDGE DISTANCE T TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 2, SHEET 2. (SHOWN IN LOCATION USED WHEN ANCHOR IS IN -LINE WITH THE HINGE ASSEMBLY). LOCATION USED WHEN ANCHOR IS BELOW THE HINGE ASSEMBLY. OGENSF '. * N0, 58705 *y 0 STATE �F T /11,111100 A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME SHOWN I 151—_ 62' 63 '. HD REINF. LL BUCK VISIBLE HEIGHT LIGHT HEIGHT l72) EXTERIOR kj INTEGRAL FIN FRAME SHOWN EMBEDMENT — T EDGE DISTANCE l l 1 1/4" MAX. SHIM 1/4" MAX. SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 3, SHEET 2. EMBEDMENT TYP. ANCHOR TYPE, — EMBEDMENT AND EDGE 1 — DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) - 1 85 INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP- SEE NOTE 2, THIS SHEET. SEE SHEETS 8-9 FOR HARDWARE � 6 1 0� i v r uu7!L;x V \\', J-CHANNEL ,I VISIBLE LIGHT WIDTH EXTERIOR .15 FRAME Y HD REINF. SHOWN l NOTES, 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR C ARCHITECT OF RECORD. c 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 87 ` SEE SHEETS 8-9 l FOR HARDWARE INSTALLATION - J OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X— WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, —► EMBEDMENT THIS SHEET. VERTICAL SECTION D-D 1/4" MAX. SHIM � r EDGE DISTANCE i VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 6-3/4" HEIGHT: BUCK HEIGHT - 6-9 A" BUCK WIDTH HORIZONTAL SECTION C-C 1/4" MAX. SHIM f EDGE DISTANCE II �I EMBEDMENT INTEGRAL FIN FRAME SHOWN J f TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2, FBC APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. 1/4" MAX. SHIM LJUj EXTERIOR INTEGRAL FIN ] FRAME SHOWN I INSTALLATION OPTION 7 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT CERT. OF AUTH. #29296 AND EDGE DISTANCE PER 1070 TECHNOLOGY DRIVE SUBSTRATE, SEE TABLE 3, SHEET 2. COPYRIGHT © 2019 (SCREW SHOWN) PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 [,I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLES 2 & 3, SHEET 2. VINYL AWNING WINDOW (LMI) 1 0 06/03/19 0 J-CHANNEL & INTEGRAL FIN FRAMES 1Q E KOSS m c AW-5540 NTS jj4 �9AW5540 LAMI z LYNX �/'' EN�+� * : No. 58705 Q STATE F i (�44j: t S/oNAL �1111iflll"'`� A. LYNN MILLER, P.E. P.E.# 58705 ILLUSTRATION OF AWNING -TO -AWNING (XX) (.EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINE A) INDIVIDUAL — 5540 SERIES AWNING WINDOW COMPONENTS: — FRAME ASSEMBLY TUBE/MULL SEE NOTE 5 63" MAX. SEE NOTE 5 As / \ r 60" MAX. SEE NOTE 2 B) COMBINED COMPONENTS: 4" MAX. 4" MAX. .. 63" MAX. L_ C) HORIZONTAL SECTION E-E: 5540 SERIES AWNING WINDOW FRAME ASSEMBLY I UbrVIVIULL DEEP, FLUSH CAP - 5540 SERIES AWNING WINDOW 63" MAX. SEE NOTE 5 r 60" MAX. SEE NOTE 2 MAXIMUM DESIGN PRESSURE WHEN USING THE FRAME ASSEMBLY TUBE/MULL, SEE NOTE 2: +65.0/-70.0 PSF 8" MAX., SEE NOTE 3, THIS SHEET ADDITIONAL MULLION ANCHOR SEE NOTE 3, THIS SHEET WINDOW ANCHOR ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O) ' FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) 5540 SERIES A= 63" MAX. FOR FIXED CASEMENT n AWNING A= 36" MAX. FOR CASEMENT = A) INDIVIDUAL A= 52.125" MAX. FOR AWNING g) COMBINED (SILL) 5540 SERIES COMPONENTS: COMPONENTS: VERTICAL AWNING- - � SHALLOW, FLUSH CAP WINDOW _ A `� SECTION F-F _ WINDOW -- � FRAME ASSEMBLY 1 -�{ ANCHOR 4" MAX. TUBE/MULL FRAME T MIN. # 10 X 3/4" SMS @ 5540 SERIES ASSEMBLY ►�iL 17" MAX O.C. THROUGH CASEMENT SEE NOTE 5 F ��� ~ I- INSTALLATION HOLES,' 4"MAX. WINDOW ' SEE WINDOWS (HEAD) APPROVALFOR 5540 SERIES F ­ _ ANCHOR INFO. r—r t CASEMENT 127-1/4" MAX. 127-1/4" MAX. WINDOW' � 84 MAX " I ADDITIONAL MULLION ANCHOR SEE NOTE 3, THIS SHEET 5540 SERIES G�--- — CASEMENT FRAME -- T } VERTICAL WINDOW ASSEMBLY- SECTION G-G (SILL) TUBE/MULL —� G SEE NOTE 5 j - SHALLOW, FLUSH CAP 5540 SERIES EXTERIOR —' FRAME FIXED CASEMENT if L ! � :� —TUBE/MULLEMBLY WINDOW" � 8" MAX., MIN. #10X3/4"SMS@17" 5540 SERIES SEE NOTE 3, MAX O.C. THROUGH FIXED CASEMENT THIS SHEET INSTALLATION HOLES, SEE-- WINDOW (HEAD) `UNDER SEPARATE APPROVAL WINDOW'S APPROVAL FOR ANCHOR INFO. FRAME ASSEMBLY TUBE/MULL NOTES, ALSO SEE NEXT SHEET: 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET, 2) ANY 5540-SERIES CASEMENT (UNDER SEPARATE APPROVAL), FIXED CASEMENT (UNDER SEPARATE APPROVAL) OR AWNING WINDOW MAY BE ATTACHED 121-1/4" MAX. TO THE FRAME ASSEMBLY TUBE/MULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOW'S INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY. SHALLOW, FLUSH CAP 5540 SERIES AWNING WINDOW MAX O.C.IIVTHROUGH 5MS @ 17" ROUGH EXTERIOR INSTALLATION HOLES, SEE WINDOW'S APPROVAL FOR SEE SHEET 6 FOR FRAME ANCHOR INFO. ASSEMBLY TUBE/MULLION DETAILS 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 4) FOR FLANGE OR EQUAL-LEG/BOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X 3/4" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL, UP TO 17" MAX. O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 5) THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63" IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF 127-1/4" IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBE/MULL WIDTH. 6) SHEET 5 & 6 REFER TO UNCLIPPED MULLION ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIES SEE TUBE MULLION UNDER SEPARATE APPROVAL, TO BE REVIEWED BY BUILDING OFFICIAL. CERT. OF AUTH. #29296 COPYRIGHT @ 2019 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 `VINYL AWNING WINDOW (LMI) 06/03/19 FRAME ASSEMBLY TUBE DETAILS A E KOSS c c it AW-5540 NTS 5 OF 9 L AW5540 LAMI .: z ,0%1111/1//, �ti '�� .' L�GEN�F •u•��� 'fJ No.58705 �Q STATE F� �LI i��S ' • FLsORfD�'` • � �\�� '�• 'ONAL,E:'``� A. LYNN MILLER, P.E. P.E.# 58705 ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E WINDOW ANCHOR WINDOWS. SEAL WITH ANCHORS THROUGH THE END CAP OR SEE NOTE 2, SHEET 5 SILICONE. 7 ADDITIONAL GROUP F ANCHORS, NOTES FOR FRAME ASSEMBLY TUBE END CAP: 1) APPLIES TO FIN OR J-CHANNEL FRAMES. - rRMIVIC HJJCIVIDLT I UDC/IVIULL FRONT VIEW 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14". 1.250" Lq F cz .100" �- 3.250" i 90 FRAME ASSEMBLY - TUBE, ALUM 6005-T5 r 1.874" it r 1.874" r _ .375" .627„ 1 .- .060" 060" cl SHALLOW, FLUSH 92 DEEP, FLUSH CAP, PVC .-. CAP, PVC EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. SIDE VIEW FRAME ASSEMBLY TUBE NOTE REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL .221REMOVE FOR J FIN APPLICATIONS 1.440" .055" T --►I .664" If 93 FRAME ASSEMBLY TUBE END CAP, PVC COPYRIGHT © 2019 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL. FOR TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL. —t= 105-1/2" MAX. �— *- 105-1/2" MAX. 52.125" MAX. MAX. /�. \ 1-1/4" AWN.. AWN_. I AWN. AWN... it 105-1/2" MAX. 127-1/4" r AWNING r MAX. 2 OR MORE WINDOWS WITH VERTICAL \ FRAME ASSEMBLY TUBE/MULL. qi \ (4 WINDOWS MAX.) AWNING 127-1/4" �- 127-1/4" MAX. - FIXED AWN. CASEMENT` AWN. MAX. 4" r \ 255-3/4" 127-1/4" AtilVNING MAX. 1 - 127-1/4" MAX. - 255-3/4" MAX. - 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX.) 1 A - + ^ I FIXED '�r�ASEMENT'.. yl L 12711/4" MAX. - 255-3/4" MAX. 127-1 /4" MAX. / CASEMENT`. -I 71N-G / 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES. MAX. - AWNING _ 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL. A= 63" MAX. FOR FIXED CASEMENT A= 36" MAX. FOR CASEMENT A= 52.125" MAX. FOR AWNING *UNDER SEPARATE APPROVAL VINYL AWNING WINDOW (LMI) 06/03/19 FRAME ASSEMBLY TUBE DETAILS B r E KOSS AW-5540 NTS 6 OF 9 :±Z AW5540 LAMI z r TABLE 4: Window Design Pressure (+/-, psfl 7/16" A/A PVB Glass 1 & 2 Types: 7/16" H/H PVB Window Buck Width (in) Dimensions 28 30 32 34 36 38 40 42 44 46 48 50 52.125 42 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 43.776 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 45.6 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 47.583 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 49.745 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 _- 52.114 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 54.72 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +64.2/-69.2 = 57.6 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +64/-68.9 Y 60.8 +65/-70 +65/-70 +65/-70 +65/-70 +64 3/-69 3 m 64.376 +65/-70 +65/-70 +65/-70 +65/-70 68.4 +65/-70 +65/-70 +65/-70 72.96 +65/-70 +65/-70 78.171 +65/-70 +65/-70 84 +65/-70 +65/-70 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. MAX. O.C. SPACING IF ANCHORING MAX. O.C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET 4 APPLIES TO B, C OR DANCHORS APPLIES TO FANCHORS (SEE TABLE 2) (SEE TABLE 3) SEE ELEVATION ON SHEET 1 4" FOR F ANCHORS COPYRIGHT © 2019 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED VINYL AWNING WINDOW (LMI) = 06/03/19 DESIGN PRESSURES E KOSS E AW-5540 NTSJ�j7 OF 9 z AW5540 LAMI z (26� EXTERIOR rr� ATTACHED TO FRAMEJAMB ATTACHED TO VENT SIDE RAIL FRAMEJAMB-1 NOTES: 1) NOT ALL OPTIONS ARE SHOWN. Frame Height Qty. Lock Points < 26 499" 1 1 26.500"-36.499" 2 36.500"-73.999" 3 74.000"-84.000" 4 VENT TOP RAI ATTACHED TO J FRAME JAMB ATTACHED TO VENT SIDE RAIL 50 1 � 20 -- ; 44 ATTACHED TO FRAMEJAMB FRAM Frame Height Hinge Length < 24.999" 12" 25.000"-33.999" 16" 34-000"-63.999" 20" 64.000"-84.000" 28" 'FRAME SILL \/CDTI!`A I HAF<UWAKt Frame Width QtT Snubbers < 30 000" 1 2 30-001"-48000" 3 48.001 "-52 125" 4 { 1 'FRAME HEAD 57`, � 0 2.615" ---P-1 2.583 1 �— .340" 6 HD VENT RAIL VENT BOTTOM RAIL 5 — 1.168" 1.522" .'' —� 4. .075" �I 1 j HD VENT REINFORCEMENT 1 _--_=_=_=____------=-----=------=---__ .32 : - 44 — EXTERIOR HORIZONTAL J- HARDWARE FRAME SILL( 1 1— y- CERT. OF AUTH. #29296 COPYRIGHT ©2019 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 � .864" 619" 72 . LAMI GLAZING -.. BEAD 6 VENT SIDE RAIL .316" .754" .035" 80 EXTRUDED SCREEN FRAME 1 FRAMEJAMB VINYL AWNING WINDOW (LMI) 0 06/03/19 0 .' HARDWARE ' _ E KOSS ' AW-5540 FNTS 8 OF 9 r -: > AW5540 LAM -. z - ��IIIIIIIIIII ' ANY IYly/v . NO. 58705 Dom, . STATE F [V i .FCORmp• N S/()NAL A. LYNN MILLER, P.E. P.E.# 58705 FABLE 5: # Part # Description Material 1 620125 J-channel Frame PVC 2 620126 Flange Frame PVC 3 620127 Integral Fin Frame PVC 4 620128 Equal Leg/Box Frame PVC 6 620173 HD Vent Rail PVC 11 620164 HD Vent Reinforcement (Full Length) Alum. 6005-T5 15 6TP247 Weatherstrip, 65 +1- 1 duro. Flex PVC 20 7024 Multi -Point Lock C Steel 21 7011 Multi -Point Lock Flat Support Plate C Steel 22 varies with size Tie Bar C Steel 23 20222 Tie Bar Guide C Steel 24 7014 Multi -Lock Keeper C Steel 25 71024X0562PPFX 910-24 x 9/16" Phi. PH Machine Screw SS 26 78X34PPTX410 #8 x 3/4" Phi. PH Tek SS 27 78X112PSAX #8 x 1-1/2" Phi. FH Tek SS 30 20239 Awning Scissor Operator C Steel 31 20240 Awning Narrow operator C Steel 32 7MC7034 Awning Scissor Operator Track SS 33 20257 Awning Narrow Operator Bracket C Steel 35 7030 Operator Gasket White Neoprene 36 7031 Operator Backing Plate C Steel 37 20253 Operator Cover 39 Standard Handle C Steel 40 7018 Folding Handle C Steel 41 7019 T-Handle (Thumbturn) C Steel 42 78X12PPMSX #8-32 x 112" Phi. PH Machine Screw SS 43 78S34PFAX #8 x 314" Phi. FH SS 44 78X1PSDX #8 x 1" Phi- FH Tek SS 50 7032HD/16/20/28 Awning 4-Bar Hinge C Steel 57 71OX12PPMSX #10 x 1/2" Phi. PH Machine Screw SS 62 720256 HD Snubber Die-cast Zinc 63 78X12PPSMSX #8 x 1/2" Phi. PH SS 64 20187 Anchor Hole Plug PVC 65 720309 Around the Comer Hardware Package Steel 72 620332 Lami Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78 Setting Block (118" x 112" x 4") EPDM 80 67006 Extruded Screen Frame 84 47040 Screen Comer Key 85 7CASPM Tension Spring 86 61816C34 Screen Cloth 87 61635/24 .140" Screen Spline (Machine/band Rolled) 90 620160A Frame Assembly Tube Alum. 6005-T5 Shallow, Flush Cap PVC 91 620177 92 620178 ]Frame Deep, Flush Cap PVC 93 620132 Assembly Tube End Cap PVC EXTERIOR MITERED FRAME & VENT CORNERS (VITH INTERIOR AND EXTERIOR WELDS NOTES: 1) SOME PARTS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES, PARTS #2 - 4, APPLY. 3) ITEMS # 5, 7-10, 12-14, 16-19, 28, 29, 34, 38, 45-49, 51-56, 58-61, 66-71, 73, 75-77, 79, 81-83, 88, 89 & 94-99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. VENT { � ti— CERT. OF AUTH. #29296 COPYRIGHT ©2019 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 - 3.500" - 3.500" 0 G 1 CO -EXTRUDED CO -EXTRUDED I' WEATHERSTRIP- WEATHERSTRIP _ 2.880" \ _ 2.880" .075" - '075" 625" T i .625" T u rl. 375" 219" .219" 1 J-CHANNEL FRAME + 2 ` FLANGE FRAME i 3.500" 3.500" —I CO -EXTRUDED CO -EXTRUDED I WEATHERSTRIP- WEATHERSTRIP- I \� 2.880" 2.880" .075" .075" 4 1 1.375" 219" .219" J _ 3 INTEGRAL FIN FRAME { 4 EQUAL LEG/BOX FRAME FRAME OPTIONS �( 87 ) SCREEN DETAIL FRAME DETAIL VINYL AWNING WINDOW (LMI) 0 06/03/19 BOM & ASSEMBLY E KOSS Q m AW-5540 .LL NTS 9 OF 9 z U -- AW5540 LAM . z �i I-YNN �. No. 58705 * _ =-4 CfZ ;;3 6' 11 !T�u, Cti STATE- i.'c4OR10P.- 1 NAB 1 `\ o A. LYNN MILLER, P.E. P.E.# 58705