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Notice of Acceptance
MIAMI•DADE Rep C®PV ML.-DAD.COUNTY _PRODUCT CONTROL SECTION [✓,✓�� 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION R EVI 'WED ) 5-2590 F(786)315-2599 _. ._ NOTICE OF ACCEPTANCE (NOA) nOD5 mi midade.goy/economy , PGT Industries,Inc. T. L�BOCC(2*12� CIE COUNTY1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke; modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. s This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each; unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this,NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change i in the materials, use; and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#17-0630.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. "& NOA No.20-0406.03 MIAMI•DADE COUNTY J r.�;•,, Expiration Date: May 26,2026 08/20/2020 Approval Date: August 20,2020 Page 1' i PGT Industries,Inc. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300M titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 j 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. ,I F. STATEMENTS 1. Statement letter of conformance to FBC-511 Edition (2014) and FBC-61h Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 04/14/16 and expiring on 05/26/21. Wang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020, E-1 I i I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 09/29/11, with revision D dated 06/26/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None: C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017) and with FBC 71h Edition (2020), prepared by manufacturer, dated 04/01%2020, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-61h Edition (2017) and FBC-71h Edition (2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS . 1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on 11/09/17 and expiring on 05/26/21. I I j Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020. E-2 i i SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NOWIMPACT OR LARGE AND-SMALL__ _ _-__-_-__ _ _ _ - _ - — — -1)DETAILS SHOWN ARE-FOR THE MULLION ONLY:ANCHORS-SHOWN ARE'IN ADDITION T( MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SI' EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OF MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OT, FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMAN MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES B TOINE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHE INSCRMULLIONS SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. A-D,G,H; SHAPE SHEETS 2-4 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAI T� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.TH IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EV. -- - ---- - -—- - - - - ------- ---------- - 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS E INSTRUCTIONS. SEE DETAILS j 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRC SHEETS 2 a V _ III — /= I SEE DE GILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET'd -- - l SHEETS 2-4 OPENING ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCH PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. VERT. HEIGHT 6)WHEN FINDING YOUR SIZE:IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEX1 MULL FOR LENGTH HORIZONTAL SEE DETAIL E, MULL i)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STi BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTE REACTIONS. FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443; ELCO ULTRACON,DEWALTIELCO AGGRE-GAT( PRODUCTS MAY BE OF ANY TYPE. g)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIF MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS AF MANUFACTURED r LBY GGI. FENESTRATION PRODUCTS. i 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. SEE DETAILS 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDES HORIZONTAL A-D,G,H; MULL SHEETS 2-4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF l LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/F-P FOR THE OPENIN( '1 LEMULL NGTH 1� �~-OPENING WIDTH --HORIZ.MULL LENGTH----i 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PF 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR" _ OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/Fl-) FROM TABLES 1A TF- - HEIGHT THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THI ---OPENING MULL- - /�✓- �/HOR Z VERT. MULLION CAPACITY(LBS/Fly)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRE HEIGHT LENGTH r f� MULL LENGTH STEP 1). L L R�N ----I 6) FROM THE SAME TABLE USED IN STEP 4)ABOVE, FIND THE:.VALUE IN THE NEXT I I r_�nre+r��r'.rr a --- DETAIL A: DETAIL B: MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X OR WOOD FRAMING WOOD BUCK AND MASONRY (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) I I MULLION I I --- v •dl -- - -- --- SEE SHEETS- b 11 - - - EITHER THE -'- - v d- I I I I - — 21-23 FOR HOLE d I STANDARD OR d - 1' LOCATIONS d d OFFSET MULL a d EDGE ® m CLIP MAYBE I I I DISTANCE ° INSTALLED BY I FOR WOOD / I THIS METHOD. d ° SCREWS a o l d L.250"MAX FOR d a ALL MULLIONS d ° ° 4 d ° d d° ° a s EXTERIOR v d EDGE ° .d v DISTANCE 4' d ° d :a FOR d ° a v MASONRY a THE OFFSET CLIP IS ANCHORS °. RECOMMENDED FOR EXTERIOR d d d FIN-FRAMED o .d WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 113-16B SEE TABLES 16-1813 EDGEIEND DISTANCE �— — SEE TABLES EMBEDMENT BUCKSTRIP 16-13B AND EMBEDMENT' ATTACHMENT i BY OTHERS, ,. .. .t. ••<..' SEE NOTE 1, a• a °; ! SHEET 1. - • SIDE VIEW --- — FRONT VIEW -- -- -- --- - -- — - --- - ---— - --- _ --- -- —— DETAIL C: --I •125'Mica• MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) VARIES BUCKSTRIP 1 NOTCHED TO c„ PROVIDE I BUCKSTRIP CLEARANCE I AND TOP VIEW FOR MULL I ATTACHMENT - -- - — --CLIP.. -I I -- - ---- -- - -- --- -- --- - ------ -BY OTHERS,----- - - ----- -- --- - - ------- I SEE NOTE 1, VARIES-i--- -� SHEET 1. I I I I 1 MULLION I 1 I TYP.ANCHOR c,M•w EITHER THE I` 4 1° � I I PER SUBSTRATE, THE OFFSET CLIP IS STANDARD OR I I 14• I RECOMMENDED FOR OFFSET MULL 1 ° I I i I SEE TABLES 1 B-13B a ° I I 1 FIN-FRAMED CLIP MAY BE ° ° I j., .1 1 WINDOWS,BUT MAY INTERS ° I ° I EDGE DISTANCE U-CLIP INSTALLED BY ° �I II d' ALSO BE USED FOR THIS METHOD. 4 I I I ° I FOR MASONRY OTHER FRAME TYPES. ANCHORS d. ° I EXTERIOR 4° a 1 ° FRONT VIEW 4 ° d 1 EDGE DISTANCE ° ° FOR MASONRY ° 4 ANCHORS 4 e a •.4 4 Q a TYP.ANCHOR MULLIC TYP.ANCHOR PER SUBSTRATE, Ir- PER SUBSTRATE, SEE TABLES 1B-13B STAND, SEE TABLES 1B-13B BUCKSTRIP STRUCTURE AND ATTACHMENT TYP.ANC e;v BY OTHERS, ---- Q PER SUB --- EMBEDN(j ENT ° SEE NOTE 1, e` 4• f SEE TAB' e SHEET 1. � e •� e+ EDGE DISTANCE MIN 2.7 KSI CONCRETE OR CMU SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1B-13B FRONT VIEW SIDE VIEW INRTAI I ATInN NOTFC• DETAIL F: DETAIL G: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) (ANGLE CLIP) SEE DETAILS A-D, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. MULLION - - - -- O O O O p O SIDE VIEW TOP VIEW SHOWN WITH 1"X4"X.125" I MULLION I i EXTERIOR b I TYP,ANCHOR STANDARD MULLION CLIP I 1 PER SUBSTRATE, MODIFIED TO FIT FIELD I SEE TABLES 1B-14B CONDITIONS. MULLION I Q��` I I I 2"XWX.125" I ANGLE CLIP, 2 PER MULLION END, j I I MUST BE INSTALLED I I I INSIDE OF MULL. I I I �TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-138 INTO WOOE STEEL,ALUI ALUI INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR {yce --- - RDOR AN pER - INTO WOOD,STEEL, O ® ® ALUM,CMU OR MASONRY EDGE H DISTANCE PER TABLE 1A --- _--.-- - Mullion CapaciW Table IbsNe Opening Width(for verfcally-spanning mullions)or Opening Height(for horizontally-sparring mullions) - 50 in 60 in 70 In 80 in 90 in 100 in 120 in - Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trapfrriang. Rectangular TraplTdang, Rectangular Trap/Tdang. Rectani 1 x 2 x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii Alum.Tubeid9�1 0N �� a 7 L. v� y c c _ Z$5 Al Al c� 'B. m c vm m A Mullion m 0. ct Ec n o U � va vm v mn nmQc a ` o C. _ .3 y •7 J o C Zr 2 2 Q gQ $ ma �Q Qm G Q Q C ioo n mcao`c,csC�i upO� 43 ��.42In 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107,8 321 69.9. 408 104.4 319 62.1 406 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 30.9 48In 74.9 312 63.8 258 62.4 312 73.4 252 53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 61.3 244 37.5 312 61.0 244 1 31.2 312 61.0 244 26.8 50.625In 63.9 281 70.6 .234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 261 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 w 54In 52.6 247 57.5 207 43.9 247 46.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18,8 m60 in 38,4 200 41.2 170 32,0 200 35.4 166 27.4 200 31.6 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 25.0 156 63 in 33.1 181 35.3 155 27:6 181 30.3 152 23.7 181 26.9 149 20.7 181 24,5 146 18.4 181 22.8 144 16.6 161 21.7 143 3 66 in 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 72 in 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.5 116 76in 18.9 125 19.7 log 16.7 125 16.8 107 78 in 1 1.7.5 118 18.2 104 :77H EE. TABLE 1 B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor 3116"Elea 114'Elea 3/16"DeWalt 114"DeWalt 5/16"Elco 3/16" 16"Elco 1/4"Elea 3/ DeWalt 114'DeWalt aci Ca Anchor Type: p >;y Ultracon 41tracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(n): 1" 2-112' 1" 2-1/2, 1" 2-1/2" 1" 2-1/2" 31/8" 1A 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/: Embedment(in): 1-3/4" 1-314" 1-314" 1-3/4" 1-314" 1-/K' 1-314" 1-3/4" 2" 1-114" 1-14' 1-114" 1-114" 1-1/4" 1.1/4" 1-1/4" 1-11, 2 Anchors @ 4.75"Min.O.C._/Standard or Offset Clip(Fig.1): 390 lbs 390 Ibs 1450 Ibs 890 lbs 310Ibs 630 lbs 220 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 3541bs 740 Ibs 230 Ibs 370 Ibs 3201bs 58011 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs N/A WA 3201bs 1260 Ibs 370 lbs WA WA WA 380 Ibs N/A I NIA N/A 740 Ibs NIA NIA 4 Anchors @ 3"Min.O.C./(2)W Angle Gips/(Fig.$): 780 lbs 780 lbs 680 lbs 1550 lbs 620 lbs 1260 Ibs 440lbs 1740 lbs 1896lbs 540 Ibs 560 lbs WA 760 Ibs 460 Ibs 740 Ibs 640 lbs 1160 2 Anchors @ 0.45"Min.Q.C.I U-Clip,into.125"Alum.(Fig.4): N/A WA N/A WA NIA WA N/A N/A NIA WA WA 2NIA WA N/A NIA WA NIA 1,Anchor/F C{ip(Fig.5): 1951bs 195 Ibs 22511is 446Ibs 155.Ibs 315 Ibs 110 lbs 435 Ibs 822 Ibs 135-Ibs 140 Ibs Ibs 370 Ibs 11516s 185 Ibs 160 Ibs 29011 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 ibs 350 lbs N/A N/A 160 Ibs 630 Ibs 185 Ibs WA WA WA 190 IbsA WA NIA 1 370 It NIA NIA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - - - -2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING-WIDTHS IS ALLOWi FIGURE 3: 3)MULLION AND MULLION CLIP$SHOWN ARE NOT TO SCALE. FOR.EXACT DIMENSIONS,SE HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS.SHOWN ON TABLE 2A Mullion Ca ac" Table IbSNe Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 5D in 60 in 70 in 80 in 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang, Rectangular Trapridang. Rectangular Trap/Triang. Recta 1 x 2 x.375 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa Alum.Tube 2� Z, Z, � Z, � _� _ _ .� z v o .. v 'V v n n ti Ta 'o 'n .-. v ca 'n 'o o � 'o r. Z; ... .. Mullion n cL `� o a o o `$ b° o ` a n `$ li° n 8 n b° '� o.`ll 0 o `b' b° - b° a s a n ii° $ o ,$ K m G cio �i ci 0 (17 ci c� (�] ci ci ci v c� _ ci a c� _ c� ci _ t°i o ii _ ci c"i _ ci 9 ci O t O .0 3 t 7 L C ��' t O L .= O O O O O O O O G O '�-� C O p O ....0 G C O O U Q o tr = ti it = a v = n �' o a o' ; o 0 5�, U u ; 13 o• C, ,yq� ay ,yp 421n 116A 620 vnb 435 151.3 662 170.0 476 1 99.7 662 170.0 506 113.5 662 1 169.5 518 100.9 862 168.9 517 90.8 1 662 168.9 517 -75.7 662 168.9 517 64.9 48 in 121.6 507 136.0 419 101.4 507 119.2 410 .86.9 507 108.7 403 76.0 507 102.6 399 67.6 507 99.6 397 60.8 507 99.0 396 50.7' 507 99.0 396 43.4 50.625 in 103.7 456 114.E 379 86.4 456 99.9 371 74.1 456 90.5 364 64.8 456 84.6 360 57.6 456 81.3 357 51.8 456 80.0 356 43.2 456 80.0 356 37.0 54 in 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 4Q0 64.0 315 42.7 400 62.3 314 35.6 400 61.8 313 30.5 60 in 62.3 324 66.9 276 51.9 324 57.5 1 276 44.5 324 51.2 264 1 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 46.5 253 1 22.2 m m 63 in 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 39,8 237 29,9 294 37.1 234 26,9 294 35.2 232 22.4 294 33.5 230 19.2 J 66 in 46.8 268 49.6 230 39.0 268 42.4 225 33.4 268 37.5 221 29.2 268 34.1 218 26.0 268 31.6 215 23.4 268 29.8 212 19.5 268 28.0 210 16.7 7 72 in 36.0 225 37.9 196 E23.6 225 32,2 191 25.7 225 28.4 188 215 225 25.6 185 20.0 225 23.6 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 76 in 30.6 202 32,0 177 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19..7 165 15.3 202 18.4 163 12.8 202 16.7 160 10.9 78 in 28.3 192 29.6 166 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 169 15,7 192 18.1 157 14.2 192 16.8 i55 11.8 192 15.2 152 10.1 90in 18.5 144 19.0 128 144 16.1 126 96 in 15.2 127 15.6 113 TABLE 20 Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor T 3/16'Elco 114"Elco 3116"DeWalt 114"DeWalt 5116'Elco 3116"Elco 114"Elco 3/16"DeWalt 1/4"DeWal Capacity Y� ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-112" 1" 2-1/2' 1" 2-112" 1" 2-112' 3-1/6' 1" 2-1/2 1" 2-1/2' 1" 21/2' 1" 2- Embedment(In): 1�14" 1-314' 1-9/4" 1_314" 1-3/4" 1-3/4" 1.3/4" 1,�+4" 2' 1-114" 1-1/4" 1-1/4" 1-1f4" 1-1/4" 1414' 1-1/4" 1- 2 Anchors @ 4.75"Min.O.C.f Standard or offset Clip pg.j)-.1 390 Ibs 390 lbs 450 Ibs 890 Ibs 310 lbs 630 lbs 220 lbs 870 Ibs 1644 lbs 270 lbs 260 lbs 354 lbs 740 lbs 2301bs 370 lbs, 320lbs 58( 4Anchors @ 1,19'Min.O.C./Standard(or 0%et)Clip(Fig.2): 480lbs 700 lbs N/A NIA 320 lbs 1260 lbs. 370 lbs NIA NIA NIA 380lbs NIA N/A NIA 740 lbs N/A N 4 Anchors @ 3"Min.C.C./(2)2x5 Angle Clips/(Fig,3): 780 lbs 780 lbs 680 lbs 1560 lbs; 620 lbs 12601bs 440 Ibs 1740 lbs 1696 lbs 5401bs 560 lbs F N/A 760 lbs 4601bs 740 lbs 640lbs 116 2 Anchors @ 0.45"Min.O.C.I U-alp,Into.128'Alum.(Fig.4): N/A NIA NIA NIA N/A N/A NIA N/A N/A NIA NIA N/A N/A N/A N/A N/A N 1 Anchor/F-Clip,(Fig.5): 195Ills 195lbs 2251bs 445 lbs 155lbs 315lbs 110 lbs 435lbs 8221be 1361bs 140 lbs 1771bs 370 lbs 115lbs 185 lbs 160lbs 29C 2 Anchors @ 1.15"Min.O.C. F Clip{Fig.6): 240 lbs 350 lbs N/A I NIA 160 Ibs 630 lbs 185 lbs I N/A I N/A NIA 1901bs I N/A NIA N/A 370 lbs NIA N NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, --- FIGURE 1: FIGURE 2 TABLE NOTES: _ -- - - • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATI- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWF TABLE 3A Mullion Capacity Table(lbstfe) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 x 2.75 x Rectangular TraprTriang. Rectangular Trap/Triang, Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular TraprAiang, Rectangular Trap/Triang. Recta Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa, .375 Alum. igT :41 ube W W W 6 N W W W N W � W T CaM n A M. p W W W GG W C W W UMUIIIOn m f W W Uv U U 0 •0 U UU tJ U U 0-0 Uv Ua U Uv C C t C LL 3 � �UNp9 4 la1Rc sU�NiCL 1•�ON~5°G 39 - N cct c Nr d _ c E Q QQ Q d x Q- 2 <X Q : 4 � °1' U01W1 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170:0 992 '170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 148.7 1301 170.0 521 127.5 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 161.8 1139 170.0 677 136.E 1139 1 170.0 680 113.9 1139 170.0 680 97.6 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 54in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 152.5 720 107.5 907 146.0 714 96:8 907 141.1 710 80.6 907 140.0 709 69.1 601n 141.1 735 151.5 625 117.61 735 1 130.3 611 1 100.6 735 116.01 599 68.2 735 106.2 590 78.4 736 99.5 583 70.5 735 95.1 578 58.8 735 91.8 674 50.4 63 in 121.9 666 130.0 570 101.6 666 111.5 557 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60.9 666 7,9.8 526 50.8 666 76.8 521 43.5 66in 106.0 607 112.4 522 66.3 607 96.1 511 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 476 37.9 C J 72 in 81.6 510 85.8 443 68.0 510 73.0 434 58.3 510 64.3 426 51.0 510 57.9 419 45.4 510 53.3 413 40.8 610 50.0 408 34.0 510 45.9 402 29.2 76in 69.4 458 72.5 400 57.8 458 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.6 458 44.6 373 34.7 458 41.6 368 28.9 458 37.7 362 24.8 78 in 64.2 435 67.0 381 53.5 435 56.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 22.9 90 in 41.8 327 43.1 290 r34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 260 17.4 327 21.0 262 14.9 96 in 34.4 287 35.4 257 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 108 in 24.2 227 24.7 205 227 20.8 201 17.3 227 18.0 19815.1 227 16.0 195 1111n 22.3 215 22.7 194 215 19.1 191 15.9 215 16.6 188 120 in 17.6 184 17.9 167 TABLE 3B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3116'Elco 1/4"Elco 3116,Dewalt 114"DeWalt 5/16"Eico 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2' V 2-1/2" 1" 2-112" V 2-112" 3-118" 1" 2-1/2" 1" 2-11T V 2-1/2" 1" 2-1, Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-114" 1-114 1,114" 1-1/4" 1-114" 1-114' 1-1/4" 1-1, 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 lbs 390 Ibs 450 lbs 890 lbs 310 lbs 630 lbs 220lbs 870 lbs 1644lbs 270 lbs 280 lbs 1 354•lbs 740 lbs 230 lbs 370 lbs 320 lbs 680 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 lbs NIA N/A 320 lbs 1260lbs 370 lbs N/A NIA N/A 380 lbs WA NIA N/A 740 lbs N/A N/. 4 Anchors @ 3"Min.O.C.1(2)2x5 Angte Cllps/(Fig.3): 780 lbs 780 Ibs 680 lbs .1660 lbs 620 lbs 126Q Ibs 440 lbs 1740 lbs 1895lbs 540 lbs 560 lbs N/A 760)bs 460 lbs 740 lbs 640 lbs 1160 2'Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): WA WA N/A NIA N/A NIA NIA WA N/A WA NIA NIA NIA NIA N/A NIA N/. 1 Anchor/F-Clip(Fig.5)! 195lbs 195lbs 225 lbs 445lbs 155lbs 315lbs 110lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 115 lbs 185 lbs 160 lbs 290 2 Anchors @ 1.15"Min.O.C.I F-Clip(Fig.6): 240 lbs 1 350 lbs N/A WA 160 lbs 630 lbs 185 lbs N/A NIA WA 190 lbs N/A WA N/A 370 lbs N/A N/, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHE- FIGURE 1: FIGURE 2: • TABLE NOTES: • 1)SEE SHEET 1 FOR.INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORM, TABLE 4A Mullion Ca0acify Table(Ibsfitx Opening Width(for vertically-spanning mullions)or Opening Height(for Wzontally-spanning mullions) 50 in 60 in 10 in 80 in 90 in 100 in 1 120 in 1 x 2.75 X Rectangular TraplTriang. Rectangular TraplTdang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trapmang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectant Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load .660 Alum. Tube � Z � Z' � � � t�r. c� c� �. o c��. o &�. c�.-. n o .. c� c��. a U.-. ci.� o o ci &.-, ci tO W M N N l0 N W f0 f0 N N l6 (O IO N l0 N l0 f0 f0 f0 lG f0 /0 l0 W (0 N l0 n� a`� a as o a� n o `a n nn a 2� o o iz°� o o�� n a a K a *4 a as a Mullion m e m �v m m m m G m ca c m co c m e m m e m (0 G m ca G is (0 G m m e m. m e m m e m a 079o _ o-o c� 0-0 v_ 0'o 0_ v'p 0 av �_ c� o a c� v n n � c� o� a_ O� o C(Nfir C N C C(V C C((�� L C C(� r" C L C� O d C(� g,L_° C(V o C o m O iC O C t•� O�,• L '� O ,_'; '7 O .00•7 O C L'- G L.j O C .OG'- C t.= C L 7 C�C .0 o IC L L .0 7 y 5U O' .2 y V Q' .2 N V .2 V O' - f� i� Pr = V ' - y V V O' - 1�/ V CY U N V CS - N U O' CV, CT N �L G V. ~G' G C .O O 1? C OI 7 C m 7 C Ol ,p C 61 ,� Of .1] C Q1 d a TL G Q �L G a n _�OC 2"A ���_ �a Q� �a Q _ �c _Q K_ �a Q f 2 G �� �c Q a �c -¢�'� �G Q 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 I 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 141.7 1417 170.0 680 121.5 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.E 1286 170.0 747 146.3 1286 170.0 756 121.9 1286 170.0 756 104.5 54In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 656 100.5 1130 170.0 861 86.1 60 in 170.0 885 170.0 701 146.5 915 162.3 761 125.5 915 144.5 746 109.9 915 132.3 735 97.6 915 123.9 726 87.9 916 118.5 720 73.2 915 114.4 715 62.8 63 in 151.8 830 161.9 710 126.5 830 138.9 694 108.5 830 123.2 681 94.9 830 112.2 .670 84.4 830 104.6 02 75.9 830 99.4 656 63.3 830 94.5 649 54.2 661n 132.1 757 140.0 650 110.0 757 119.8 636 94.3 757 105.9 624 82.5 757 96.1 614 73.4 757 89.1 608 66.0 757 84.2 600 55.0 757 79.0 593 47.2 c 72in 101.7 636 106.8 552 84.8 636 91.0 540 72.7 636 80.1 530 63.6 636 72.2 521 56.5 636 66.5 514 50.9 636 62.3 508 42.4 636 57.2 500 36.3 76 in 86.5 571 90.4 498 72.1 571 78.8 488 61. 571 67.4 479 64.1 571 60.6 471 48.0 571 55.6 464 43.2 571 51.8 459 36.0 571 47.0 451 30.9 78 in 80.0 542 83.4 474 66.7 542 70.8 485 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.6 437 33.3 542 42.9 429 28.6 90 in 52.1 407 53.7 361 43.4 407 45.4 355 1 37.2 407 39.6 349 32.6 407 35.3 343 28.9 407 32,1 338 26.0 407 29.6 334 21.7 407 26.1 327 18.6 96in 42.9 358 44.1 320 35.8 358 37,2 314 1 30.7 358 32.4 309 26.8 358 28.8 304 23.8 358 26.1 300 21.5 356 24.0 296 17.9 358 21.0 289 15.3 108in 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 16.8 283 19.9 244 16.7 283 18.0 240 15.1 283 16.5 237 Ill in 27.8 267 28.3 242 23.1 267 23.8 238 19.8 267 20.6 235 17.3 Z67 18.3 231 15.4 267 16.5 228 120 in 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 TABLE 4B Substrate: 2.7k Concrete 3k.Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16"Elco 1/4"Elco 3116"DeWaff 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Eico 3/16"DeWalt 114"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracoh Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' 3-1/6" 1" 2-112" 1" 2-1/2" 1" 2-1/7 1" 2-1A Embedment rn): 1-3/4" 1 3/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/1 2 Anchors @ 4.75"Min.O.G./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 lbs-. 890 lbs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644lbs 270 Ibs 280 Ibs 354 Ibs 740 IbsE230lbs 370 Ibs 320 Ibs 580 II 4 Anchors @ 1.15"Min.O.G.l Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs NIA NIA 320 Ibs 1260 Ibs 370 Ibs WA WA N/A 380 Ibs WA WA740 Ibs NIA NIA 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 lbs 680 Ibs 1660 Ibs 620 ibs 1260 Ibs 440 Ibs 1740 lbs 1896 Ibs 540 Ibs 560 Ibs NIA 760 Ibs 740 Ibs 640 ibs 11601 2Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): N/A NIA N/A N/A WA N/A N/A NIA WA WA NIA WA WA NIA N/A NIA 1 Anchor/F-Clip(Fig.5): 195lbs 195 Ibs 225 Ibs 445lbs 155Ibs 315lbs 110lbs 435 Ibs 822lbs 135lbs 140 Ibs 177 Ibs 370 Ibs 185lbs 160 Ibs 290II 2 Anchors @ 1.15"Min.O.C:!F-Clip(Fig.6): 240Ibs 35D Ibs N/A WA 1601bs 630 lbs 185lbs N/A WA WA 190 Ibs N/A N/A370 Ibs N/A NIA - NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE-ON SI- - - ------------ -`FIGURE FIGURE 2: TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIO. 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 5A Mullion Capacibr Table Ibslft2 Opening Width(for vertically-spanning MUlicts)or Opening Height(for horizorltally-spanning mullions) 50 in 60 in 70 In 80 in 90 in 100 in 120 in Rectangular TraplTdang. Rectangular I TraplTdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectan( 1"x 3.126"x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii 500"Alum a Tube Mull Uc cV a �o. c o a L a. o m m m nca me o om m �-G n no cm m m m � s e orL c0.o am ` n cc mR m C m m U V V a U Uy U Ua U' O' U � U o S o v c o OV O V o _ L 7 y .G a> > c m c m c m a c m c w a " m 5 c m Crio c iu iD `��c 4a'_ �c Qom_ �� QD �cQ� mac_ QrY _mac Q�0! _tea Q� �.�_ qK �c -Qx. Q.a Zc -�a. 42 in 170.0 620 170.0 435 170.0 744 170.0 476 170.0 868 1 170,0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 1 170.0 992 1 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1.70.0 756 141.7 1495 170.0 756 121.5 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 106.8 60 in 170.0 885 170,0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1156 167.0 928 123.3 1166 156.5 917 111.0 1156 149.7 910 92.5 1166 144.5 903 79.3 63 in 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 846 106.5 1049 132.0 836 95.9 1049 125.5 828 79.9 1049 119.3 820 68.5 s 66 in 166.8 955 170.0 789 139.0 955. 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 955 112.6 766 83.4 955 106.4 767 69.5 955 99.8 749 59.6 m 72 in 128.5 803 134.9 697 107.0 803 1.14.9 662 91.8 803 101.1 670 80.3 803 91.2 659 71.4 803 63.9 649 64.2 803 78.6 642 53.5 803 72.2 632 45.9 J 76 in 109.2 721 114.1 629 91.0 721 97.0 616 78.0 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 586 54.6 721 65.4 579 45.5 721 59.4 569 39.0 78 in 101.0 684 105.4 599 84.2 684 89.4 587 72.2 684 78.4 576 63.1 684 70.4 667 56..1 684 64.4 558 50.5 684 59.9 551 42.1 684 54.1 541 36.1 90 in 65.8 514 67.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 96 in 54.2 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 26.6 365 19.4 108in 38.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 30a 19.0 357 20.8 299 15.9 357 18.0 293 13.6 III in 35.1 338 35.8 306 29.2 338 30.1 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.6 338 16.6 278 12.5 720in 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.5 256 1.7.3 269 18.1 252 15,4 289 16.3 249 13.9 289 14.9 246 11.6 289 12.8 240 159T TABLE 5B Substrate: 2.7k Concrete 3k Concrete '3.5k Conc. Hollow CMU Anchor AnchorT 3/16"Elco 1/4"Elco 3116"DeWalt i/4"DeWalt 6/16"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 114"DeWalt Capacity yam' Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracdn+ Ultracoa+ (Ibs) Edge Distance(in): 1" I 2-1/2" 1" 2-1/2" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2' 1" 2-1/2" 1" 2-1/2' 1" Embedment on): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4' 2" 1-1/4" 1-114" 1-114, 1-1/4" 1-1/4" 14/4" 1414' 1-1/4 2 Anchors @ 4:75"Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 8901bs [E310ii 630 Ibs 2201bs 8701bs 1644 Ibs 2701bs 280 Ibs 354 lbs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 580 t 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig:2). 480 Ibs 700 Ibs N/A NIA 320 Ibs 1260 Ibs 370 Ibs NIA WA NIA 380 ibs WA WA NIA 740 Ibs N/A NIP 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620lbs 1260 Ibs 440 Ibs 1740 Ibs 18961bs 540 Ibs 560 Ibs WA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 1160 3 Anchors @ 0.45"Min.O.C./U-Clip,Into.125"Alum.(Fig.4): NIA WA N/A WA WAkN/1AAN!A WA NIA WA N/A NIA N/A N/A N/A N/A NIP1 Anchor/F-Clip(Fig.5): 195Ibs 195 Ibs 225 Ibs 445lbs 1551bs110 Ibs 435Ibs 822Ibs 135 Ibs 140Ibs 177Ibs 370 Ibs 115Ibs 185Ibs 160Ibs 290II 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 Ibs 350 Ibs N/A WA 160Ibs185 Ibs WA WA N/A 190 Ibs N/A NIA NIA 370 Ibs N/A N/A __NOTE:-FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - FIGURE 1: _ FIGURE 2: TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMAT SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 6A - Mullion Capacity Table(lbsW) Opening WWdth(for vertically-spanning mullions)oropening Height(for horizontally-spanning mullions) 50 in 60 in 70 In 80 in 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular TrapITriang. Rectangular Trap/'Nang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular TrapRnang. Rectangular 7tap/Tdang. Re 1 x•4 x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading 1 Alum.Tube 'r s a e . e s Mullion l0 Rf N 10 m lO ca N f0 m N m �p N (C m N m ltl N m l0 f0 m M l0 IC ld f� 10 0 'N 10 10 N N N 0 a o,a a a n a o a aA a O Q om a-0 a c.a a a�' n `�' a a++ a a o a c �4a M O a m �q c m m m m m m e 1q a -• co m e c�'c c�' mo m e m �o c m 10 V U v U U _ U •p U _ U •p U _ U 'O U _ Up C7 _ U •p U Uv U _ Uv V U17 U U U Uv U U •Q U Uv U Uv C C O .- C (y `p N O'N C G �I p C .`�3 G o.L Cp C �' - P p L ' t �F L IC ,C b1., = L O ,C y t0 L _ t'j t 2 �^Jt? O Q O V L U d a n " c c a°ri p. aSS d c d c m a c a n c gi "[ ` a q pi ` t in '+� c y g '. _Q a __�`c._Q[r c QQ-� .�.c_ Q OG c Q,tr 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1468 170.0 521 14: 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 166.3 1303 170.0 680 130.3 1303 170.0 680 11' 50.625 in 170.0 747 170.0 563 170.0 896 170,0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.6 1235 170.0 756 117.1 1235 170.0 756 101 54 in 170.0 797 170.0 612 170.0 956 170.0 691 176.0 1116 170.0 764 154.4 1158 170.0 803 137.2 1150 170.0 837 123.5 1158 170.0 856 102.9 1158 170.0 861 88 60In 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 '136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71 63in 170.0 930 170.0 745 151.2. 992 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.8 758 75.6 992 108.4 745 64 66.in 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130,3 768 103.4 947 117.7 752 91.9 941 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59 C 72in 136.9 849 142.7 737 113,2 849 121.6 722 97.0 849 106.9 708 84.9 849 96.4 696 75.5 849 68.7 686 67.9 849 82.7 676 56.6 849 75.3 659 48 J -. 76in 115.5 762 120.7 665 96.3 762 102.6 652 82.5 762 90.0 646 72.2 762 80.9 629 64,2 762 742 620 57.8 762 69.2 613 48.1 762 62.8 602 41 7 78 in 106.9 724 111.4 634 89.0 724 94.6 127421,0 724 52.9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 57.3 573 38 90 in 69:6 543 71.8 483 58.0 543 60,7 543 52.9 466 43.5 543 47.1 458 38.6 543 42.8 452 34.8 543 39.5 446 29.0 543 34.9 436 24 961n 57.3 478 58.9 427 47.8 478 49.7 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8. 400 28,7 478 32.0 395 23,9 478 28,1 386 20 108in 40.3 377 41.1 341 33.5 377 34.6 377 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14 III in 37.1 357 37.8 323 30.9 357 31.8 357 27.6 313 23.2 357 24.4 309 20.6 357 22.6 305 18.5 357 20.1 301 15.4 357 17.4 294 120 in 29.3 366 29.8 279 24.5 306 26.1 306 21.7 270 18.3 306 19.2 267 16.3 306 17.3 263 144 in 17.0 212 17.2 IN TABLE 6B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16"Elco 114"Elco 3116'DeWalt 114"DeWalt 5/16"Elco 3/16"Elco 114"Elco 3/16"DeWait 1/4"De' Capacity Anchor Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultrac( (Ibs) Edge Distance(in): 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 31/B" 1" 2-1/7' 1" 2-1/2" 1" 2-1/2" 1" Embedment(in): 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 1-34' 1-314" 2" 1-114" 1-114" 1-114" 1-IIN' 1-1l4" 1-114, 1-1/4" 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1&2): 390 Ibs 390 Ibs 450 lbs 890 Ib's 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644 Ibs 270 Ibs 280 Ibs 3541bs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 4 Anchors @ 2.25"Min.O.C./Standard(or Ofset)Clip(Fig,3): 700 lbs 700 Ibs 680 Ibs 1410 Ibs 620 lbs 1260 lbs 420 Ibs 1720 Ibs, 952 Ibs NIA 560 Ibs N/A 630 Ibs 390 Ibs 740 Ibs 510 Ibs 8 Anchors @ 1.15"Min.O.C.I Standard(or Offset)Clip(Fig.4): 960 Ibs 1400 Ibs N/A N/A 640 Ibs 2520 Ibs 740 lbs NIA NIA NIA 760 lbs WA N/A N/A 1480 Ibs N/A 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips I(Fig.5): 780lbs 780 Ibs 680 Ibs 1560 Ibs 620 lbs 1260 Ibs 440 lbs 1740 lbs 1896lbs 540 Ibs 560 Ibs NIA 760lbs 460 Ibs 740 lbs 640 lbs 6 Anchors @ 3"Min-O.C./(2)2x5 Angle Clips/(Fig-6): 1170 Ibs 1170 Ibs 1020 Ibs 2340 Ibs 930 Ibs 1890 Ibs 660 Ibs 2610 Ibs 2844 Ibs 810 Ibs 840 Ibs NIA '1140lbs 690 Ibs 1110 Ibs 960 Ibs 4 Anchors @ 0.45"Min.O.C,/U-Clip,into,125"Alum.(Fig,7): WA NIA N/A WA NIA WA N/A NIA WA NIA WA WA N/A N/A NIA N/A 2 Anchors @ 2.25"Min.O.C./F-Clip(Fig.8):1 350lbs 1 350'lbs 29D lbs 705 lbs 310 Ibs 630 Ibs 210 It 860 Ibs 416 Ibs WA 280 Ibs WA - 315 Ibs 195 Ibs 370 Ibs 2551bs - - - 4 Anchors o@ 1.15"Min.O.C./F-Clip(Fig-9):1 480 Ibs 700 lbs NIA NIA 320 lbs 1260 Ibs 370 lbs I N/A N/A N/A 380 Ibs NIA WA N/A 740 lbs NIA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - - - TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: Fir;l lRF R. 17-1171-11r7F o• TABLE 7A Mullion Capacity Table(lbs/le) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1 x 4 x.375 Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TraprTdang. Rectangular Traprrdang. Rectangular Trapf'Mang, Rectangular Trap/Tdang. Rectangular Trap/Ttlang. Rectar Alum.Tube Loading I Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loac inMullion n atOn `0oa `0naaoao macn ' o, CL a 1° e n.0 o _ _ v� _ `o. `o. o o o _ `o.� � (�] `o. ga o`�_ o`d U Cr N U Fr �=�yy U T L O' C� U Q C N O _�yy L•V 2 9y Z =W .0 7 .0 •G I L ` ,p C C7 A dr' tY ^L G W = .O C d .O C N VV �• V O' VCG, NN VT' ¢a c. Q Q' �' G Q IL' G Q Q' ^2 C Q [r G Q .rL G Q fY .2 G a Q' g c Q a' d G `.t R� G a Q' ^2 G Q G 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 1 170,0 506 170.0 992 170.0 519 170,0 1116 170.0 521 176.0 1240 170.0 521 170.0 1488 170,0 521 170.0 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0. 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 B80 170.0 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684. 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 156.0 54in 170.0 797 170.0 612 170.0 956 170.6 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 637 170.0 1594 170.0 856 159.9 1799 170.0 861 137.1 60in 170.0 885 170.0 701 170.0 1063 170..0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 63 in 170.0 930 170.0 745 170.0 1116 1 170.0 850 170.0 1302. 170.0 940 170.0 1408 170.0 1015 166.7 1642 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 1001 w 66 in 170.0 974 170.0' 789 170.0 1169 1 170.0 903 170.0 1364 170.0 1002 '160.6 1472 170.0 1086 142.8 1472 168.8 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 91.8 O1 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 $8.0 1320 117.0 1024 75A J 76in 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 a 78in 166.1 1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.8 947 1 103.8 1124 115.61 931 92.3 1124 105.8 918 83.0 1124 98.5 906 69.2 1124 89.0 890 59.3 90 in 108.1 844 111.5 750 90,1 844 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 844 66.5 702 54,0 844 61.4 693 45.0 844 54.2 678 38.6 96in 89.1 742 91.5 663 1 74.2 742 1 77.2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49;8 614 37.1 742 43.6 600 31.8 108in 62.6 586 63.9 530 52.1 586 53.8 621 44.7 586 46.6 513 39.1 586 41.4 505 34.8 586 37.3 498 31.3 586 34.2 492 26A 586 29.6 481 22.3 III In 57.6 555 58.8 503 48.0 555 49.5 495 41.2 555 42.9 487 36.0 555 38.0 460 32.0 555 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 120 in 45.6 475 46.4 433 30.0 475 39.0 426 32.6 475 33.7 420 28,5 475 29.8 414 25.3 475 26.8 409 22.6 475 24.5 404 19.0 475 21.1 395 16,3 144 in 26.4 330 26.7 305 22.0 330 22.4 30'1 18.9 330 19.3 297 16.5 330 17.0 293 TABLE 7B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3116'Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5116"Elco 3/16"Elco IK'Eico 3/16"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultraoon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3.1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/: Embedment(in): 1-314" 1-3/4" 1-3/4" 1-314' 1-3/4" 1-3/w, 1 3/4" 1-3/4" 2" 1-114" 1-1/4" 1-1/4" 1-1/4" 2 Anchors @ 4.75'Min.O.C./Standard or Offset Clip(Fig.1&2): 390 lbs_. 390 lbs 450 lbs 690 lbs 310 lbs 6301bs 40 lbs 1 870 lbs 16441bs 1 270 lbs 280 lbs 354 Ibs 7401bs 230 lbs 370 lbs; 320 Ibs 580 I 4 Anchors @ 2.25"Min.O.C./Standard(or Offset)Clip(Fig.3): 700 lbs 700 lbs 580 lbs 1410 lbs 620 lbs 1260 lbs 420 lbs 17201bs 952 lbs WA 560 lbs; N/A 6301bs 390 lbs 740 lbs 510 lbs 1060 8 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.4): 960 Ibs 1400 lbs N/A NIA 640 lbs 2520 Ibs 740 lbs N/A WA N/A 760 lbs N/A NIA N/A 1480 lbs N/A NI/ 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780 lbs 780 lbs 660 Ibs 1560 Ibs 620 lbs 1260 lbs 440 Ibs 1740 ibs 18961bs 540 lbs 560 lbs WA 760 Ibs 460 Ibs 740 lbs 640 lbs 1160 6 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1170 lbs; 1170 ibs 1020 lbs 2340 lbs 930 Ibs 1890 lbs 660 lbs 2610lbs 2844 Ibs 810 lbs 840 Ibs WA 1140 lbs 690 Ibs 1110lbs 960 Ibs 1740 4 Anchors @ 0,45"Mln.O.C./U-Clip,into.125'Alum.(Fig.7): N/A NIA N/A NIA N/A NIA WA N/A WA WA WA NIA NIA NIA N/A WA NI/ 2 Anchors @ 2.25"Min.O.C./F-Clip(Fig.8): 350 Ibs 350 ibs 290 Ibs 70S Ibs 310 Ibs 630 ibs 1 210 lbs 860 Ibs 476 lbs NIA 280 Ibs WA 315lbs 195 ibs 370 lbs 255 Ibs 5301 _ 4 Anchors @ 1.15"Min.O.C./F-Clip(Fig.9):1 480 Ibs I 700 Ibs NIA N/A 320 Ibs 1260 lbs 1 370 lbs N/A I NIA WA 380 Ibs NIA WA N/A 740 lbs N/A NI/ __NOTE:_F_OR THE OFFSET CLIP_,_USETHE_SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FK'I IRF 1- FK,[fRF 7• FIC1I IRF St• 1=1(1-1 IRF n• C11211Dc o. me%j Inr_ 1)SEE SHEET 1 FOR INSTRUCTIONS ON I IRINf;THE TARI FC Anin cl-1r-r=T 7M cnv rKrt TABLE 8A - Mullion Capacity Table(Ibs/Rz) Opening Width(for vertically-spanning mullions)or Opening Height(for hodzontatly-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 1.25"X Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tilang. Rectangular Trap/Triang. [R,ctangular TraptNang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Recto Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading. Loading Loading Loading Loading Lot 3.188"x _ 265"Alum � 2 � U U U V U U U U U U U b U O U U U10NN , .Tube Mu{{ C C ¢ a;. ro G MU 8 � � �a o coo c _ 0 U �m ` C (sue L, � CO CJ LC�. ' .`' O C 2LU Q, • •SNc � G C w c a� CC N a a dr0 :fa QQ' G Q TL G 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.6 1548 170.0 680 132.7 60.625 in W0.0 747 170.0 563 170.0 896 170.0 631 1.70.0 1046 170.0 684 170.0 119.5 170.0 723 170.0 1345 1.70.0 747 167.0 1468 170:0 756 139,2 1468 170.0 756 119.3 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 156.8 919 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 63 in 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1061 155:9 862 120.1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 66In 167.1 957 170.0 789 139.3 957 151.6 806 119.4 957 134.0 790 104.4 957 121.E 777 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 C 72 in 128.7 804 135.2 698 107.3 804 115.2 684 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 64.1 650 64.4 804 78.8 643 53.6 804 72.3 633 46.0 J 76 in 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 606 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 39.1 Z 78 in 101.2 685 105.6 600 84.4 685 89.6 588 72.3 685 78.5 577 63.3 685 70.5 568 56.2 685 64.5 560 50.6 685 60.1 553 42.2 686 54.3 543 36.2 90 in 65.9 515 68.0 457 54.9 515 57.6 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37A 422 27.5 515 33.1 413 23.5 96In 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 100 in 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 28.4 313 23.8 350 25.2 308 21..2 358 22.7 304 19.1 358 20.8 300 16.9 358 18.0 293 III In 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 338 20.9 289 17.6 338 19.1 285 120 in 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 249 144 in 16.1 201 16.3 186 TABLE 86 Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16"Elco 1/4"Elco 3116'DeWalt 114"DeWalt 5116"Elco 3/16"Elco 114"Elco 3/16"DeWalt 1/4"DeWalt Anchor Type;Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2' 1" 2-1/2" 3-1/8" V. 2-1/2" 1" 2-1/2" 1" 2-112" 1" 1 2-1/ Embedment(in): 1-314" 1-3/4" 1-314" 1-314" 1-314" '1-3/4" 1-314" 1-3l4" 2" 1-1/4" 1-IM, 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/ 2 Anchors @ 4.76'Min.O.C.b Standard or offset Clip(Fig.1): 390 lbs 390 lbs 450 lbs 890 lbs 1 310 lbs 630 lbs 220 lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 ibs 230 lbs 370 lbs 320 Ibs 5801 4 Anchors @ 1.15"Min'.O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 lbs NIA WA 320 lbs 1260 ibs 370 lbs NIA WA NIA. 380 lbs WA N/A N/A 740 lbs N/A Nil 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 lbs 680 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs. 1896 Ibs 540 lbs 560 lbs N/A 760 lbs 460 Ibs 740 lbs 640 lbs 1160 4 Anchors @ 0:45"Min.O.C./U-Clip,Into.125"Alum.(Fig.4): N/A WA N/A WA WA WA N/A WA N/A WA WA WA N/A N/A NIA N/A N// 1 Anchor/F-Clip(Fig.5): 195 lbs 195 lbs 225 lbs 445lbs 155 lbs 315 ibs 110 lbs 435 lbs 822 lbs 135 lbs 140 lbs 177 ibs 370 ibs 115 lbs 185 lbs 160 lbs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 ibs 350 lbs NIA WA 160 lbs 630 lbs. 185 lbs WA WA WA 190 lbs WA WA NIA 1 370 lbs NIA i NY -- -NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - - -------- - --------- -- --- FIGURE 1: FIGURE 2: TABLE NOTES: • 1 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR It nn1 I nnnrnlr_ CCC QLICCT[,n.w ran w. .• TABLE 9A Mullion Capacity Table(Ibs/f?) Opening Width(for vertically-spanning mullions)or Opening Height(far horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 1.25 x 3.25 Rectangular Trap/Tdang. Rectangular Trapfrriang. Rectangular Trap/Tdang. Rectangular Trap/Triang. RectangularFTIM Hang. Rectangular Trap/Triang. Rectangular 7rap/Tdang. Rectangular Loading Loading Loading Loading Loading Loading Loading Loading LoadingLoading Loading Loading Loading Loading Loading x.100 Alum.Tube w y a a T a li -1-2 Al ' ' '25o o a •. o cS 'rFi .-. 'cS �.-. ci.•, 'u L- 15. Mullion S }pU2-5 L U L 7 = = UQdOC cr QR�' c ¢ r d� OGQ � Q M Q� M c42 in 170.0 620 W0.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 52i 153.3 1118 170.0 521 . . 0 . 18 48in 170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 146.7 978 VU 661 130.4 978 170.0 677 117.3 978 170.0 680 97.8 976 170.0 680 83.8 978 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 64in 170.0 797 170.0 612 154.5 869 170.0 691 132.5 869 153.9 683 116.9 869 141.8 669 103.0 669 134.0 660 92.1 869 129.8 654 77.3 869 128.8 652 66.2 869 60 in 143.2 746 153-8 634 119.4 746 132.3 620 102.3 746 117'.8 608 89.5 746 107.8 599 79.6 746 101.0 592 71.6 746 96.6 587 59.7 746 93.3 583 51.2 746 63 in 123.7 677 132.0 579 103.1 677 113.2 566 88.4 677 100.4 555 77.3 677 91 A 546 6.8.7 677 86.2 539 61.9 677 81.0 534 51.6 677 77-0 529 44.2 677 C 66in 107.6 617 114.1 530 89.7 617 97.6 519 76.9 617 86.3 509 67.3 617 78.3 500 59.8 617 72.6 494 53.8 817 68.7 489 44.8 617 64:4 483 38.4 617 J C 72 in 82.9 518 87.1 450 69.1 518 74.2 440 59.2 518 65.2 432 51.8 518 58.8 425 46.1 518 54.2 419 41.4 518 50.7 414 34.5 51'8 46.6 408 29.6 518 O_ 76 in 70.5 465 73.7 406 58.7 465 62.6 308 50.3 465 54.9 390 44.1 465 49.4 .384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 465 38.$ 367 25.2 465 78 in 65.2 441 68.0 387 54.3 441 67.7 379 46.6 441 50.6 372 40.8 441 45.4 366 36.2 441 41.6 360 32.6 441 38.7r241 27.2 441 34.9 349 23.3 441 90 in 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 32.3 284 26.5 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 17.7 332 21.3 266 15.2 332 96 in 3.5.0 291 35.9 260 29.1 291 30.3 266 25.0 291 26A 252 21.8 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 14.6 291 17.1 236 12.5 291 108 in 24.6 230 25.1 208 20.5 230 21.1 205 17.5 280 18.3 201 15.4 230 16.2 198 Ill In 22.6 218 23.1 197 16.9 218 19.4 194 16.2 218 16.8 191 14.1 218 14.9 IN120in 17.1 187 18.2 170 14.9 1 187 1 15.3 167 TABLE 9B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16"Elco 1/4"Eloo 3/16"DeWalt 1/4"DeWalt 5116"Elco 3/16"Elco 114"Elco 3/16"DeWalt IM"DeWalt Capacity Anchor7ype: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-112" 1" 1 2-1/2" 31/8" 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 2-1/ Embedment(in): 1-3/4' 1-3/4" 1-314" 1-3W 1-314" 1-3/4" 1-3/4" 13/4" 2" 1-1/4" 1-114" 1-i/4 1-114" 1-1/4" 1-1/4" 1-114" 1-it 2 Anchors @ 4-75"Mln.O:C./Standard or Offset Clip(Fig.1): 390lbs' 390 lbs 450 lbs 896 Ibs 310 lbs 630lbs 2201bs 870 lbs; 1644lbs 270 lbs 280 lbs 3541bs 74011u 230 Ibs 3701bs 320 lbs 5801 4 Anchors.@ 1.15"Min.O.C./Standard(or Offset)Clip(Flg.2): 480 lbs 700lbs N/A N/A 320lbs 1260 lbs 370 lbs, NIA N/A N/A 380 lbs NIA N/A NIA 740 lbs WA NO 4 Anchors @ T Min.O.C./(2)2x5 Angie Clips I(Fig.3): 780 lbs 780lbs 680 lbs 1660 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896lbs 540 lbs 560 lbs NIA 760lbs 460 lbs 7401bs 640 lbs 1160 3 Anchors @ 0.54"Min.O.C./U-Clip,into.100"Alum.(Fig.4): NIA NIA NIA NIA N/A N/A N/A NIA N/A WA NIA NIA WA N/A NIA MIA N// 1 Anchor/F-Clip(Fig.5): 195 lbs 195lbs 225 Ibs 445 Ibs 165 Ibs, 315lbs 110 lbs 435 lbs 822 lbs 135 lbs 140 lbs 177lbs 3701bs 115lbs 185 lbs 160 Ibs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 29D Ibs 3501bs NIA WA 160 lbs 630 lbs 185 lbs NIA WA WA 190 lbs N/A N/A N/A 370 lbs NIA NO NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - - -- - _-J - ---- _ TABLE NOTES: - FIGURE 1: FIGURE 2: ® le . 111 0 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORI 0 0 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 10A Mullion Capacity Table(Ibse) Opening Width Qbrvedically-spanning mullions)orOpening Height(Whotizontal(yspanning mullions) 60 in 60 in 70 in 80 in 90 in 100 in 120 in 140 1.25 x 3.26 Rectangular Trapnriang. Rectangular Trap/rriang. Rectangular TraplTriang. Rectangular Trap/rriang, Rectangular Trap/rdang. Rectangular Traplydang. Rectangular Trap/Triang. Rectangular X.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading. Alum.Tube '^ A w A a a a �., a a a >. a Mullion c r a.� a a s s s r .. .. 19 D N D t0 N D c0 'VI N 10 N D !p N (p D N D D N i7 t0 N D /O N 10 f0 D D fU N D W N D D N 10 D N A D N 0..0 0. 0.a 0. 6.� 0. 0.a 0. 0.� R 0..0 0. 0.00.L 0. 0.a m G D D G D fp v �p (p G N N G �p M G 0 (p ry�. ,p D G U U LU ? .0�eGv� UL 7 L ? t U vb O = = Up U = Um U Vm U Uv ` 8 ` D t g -E c L eD £ .oUQ •D Cp L•7 _p C L•? 2 c mac` L Q L •� LC-.. Q .O Su d ? C D 3 d GD D 7 a 5D5 D ? C d ? y d 7 a SV 01 7 a G D ? a V D •? V D 7 D D 7 c 0 ? •' u O' •_ ti O' q C' � G ¢ a[0: � c r� 5r.� C CK .� G �ti' 2 G Qd' g c Q2 2 � ¢� '2 QK 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 1T0.0 992 1T0.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 .170.0 521 170.0 1735 48in 170.0 706 170-0 524 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170-0 680 169.7 1979 50.625in 170.0 747 170.0 563 170.0 096 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 162.5 1877 64in 170.0 797 170.0 612 170.0 956 170-0 697 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 156.4 1759 170.0 861 134.1 1759 60 in 170.0 885 170-0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 1 170.0 1417 170.0 944 1 161.1 1611 170.0 1 996 1145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 63in 170.0 930 170-0 745 170.0 1116 170.0 860 1 170.0 1302 170.0 940 156.6 1 1370 1 170.0 1015 1392 1370 1-10.0 1076 125.3 1370 164.0 1082 104A 1370 155.9 1072 89.5 1370 rn 66in 170-0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.8 1248 130.4 978 77.8 1248 m 72in 167.8 1049 170.0 878 139,9 1049 150.2 892 119.9 1049 132.1 875 104.9 1049 119.1 860 93.2 1049 109.7 848 83.9 1049 102.7 833 69.9 1049 94.3 825 59.9 1049 J 0 76in 1 142.7 941 149.1 822 118-9 941 126.0 805 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91-7 766 71.4 941 85.5 757 59.5 941 77.6 744 51.0 941 78in 132.0 894 137.6 783 110.0 894 11&9 767 94.3 894 102.4 753 82.6 894 91.9 740 73.3 894 84.1 730 66.0 894 78,3 721 55,0 894 1 70.7 707 47.1 894 90 in 85:9 671 88.7 596 71.6 671 74.9 585 61.4 671 65-3 575 53.7 671 58.2 566 47.7 671 52.9 558 43.0 671 48.8 551 35.8 6.71 43.1 539 30.7 671 96in 70.8 590 72.8 527 69.0 590 61A 518 50.6 590 53.4 509 44.3 59D 47.6 502 39.3 590 43.0 494 36.4 690 39-6 488 29.5 590 34.7 477 26.3 590 108 in 49.7 466 50.8 421 41.4 466 42-8 414 36.5 466 37.1 408 31.1 466 32.9 1 402 27.6 1 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466 III in 46.8 441 46.7 400 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 1 382 25.4 441 27.2 1 376 22.9 441 1 24.9 372 19.1 441 21.5 363 16.4 441 120in 36.3 378 36.9 344 30.2 378 31.0 339 25.9 378 26:8 334 22.7 378 23.7 329 20.1 378 21.3 325 18.1 376 19.5 321 15.1 378 16.7 314 144 in 21.0 262 21.2 242 17-5 262 17.8 239 15.0 262 16.3 236 TABLE10B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3116"Eloo 114'Elco 3/16"DeWalt 1/4"DeWalt 5116'Elco 3116"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt Capacity y� Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2=112" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2 3-1/8" 1" 2-1/2" 1" 2-112" 1" 2-1/2" 1" 2-1/ Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-114" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/ 2 Anchors @ 4,75"Min.O.C./Standard or Offset Clip(Fig"1): 390 lbs 390 lbs 450.Ibs 890 lbs 310lbs 630 lbs 220 lbs 870 Ibs 16441bs 270 lbs 280 lbs 354 lbs 740 lbs 230 Ibs 370 Ibs 320 Ibs 5801 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs N/A N/A 320 Ibs 1260 lbs 370 lbs N/A NIA NIA 380 Ibs N/A NA N/A 740 lbs NA NU 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 Ibs 680 lbs 1660 lbs 620 Ibs 1260 Ibs 440 lbs 17 00 lbs 1896lbs 540 Ibs 560 Ibs NIA 760 Ibs 460 lbs 740 lbs 640 lbs 1160 3 Anchors @ 0.54"Min.O.C./U-Gip,into.100"Alum.(Fig.4): N/A N/A NA N/A NIA NIA NA N/A NA N/A NIA NIA N/A NIA N/A NIA Nh 1 Anchor/F-Clip(Fig.5): 195lbs 195lbs 225lbs 445 Ibs 155lbs 315lbs 110 lbs- 435 Ibs 822lbs 135 lbs 140 Ibs 177lbs 370lbs 115lbs 185Ibs 160 Ibs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 Ibs 350 Ibs WA NA 160 Ibs 630 lbs 185 Ibs N/A NIA NIA 190 lbs WA NA N/A 370 Ibs NA Nn NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: - i♦ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMAL 0 ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 11.A Mullion Capacity Table QbsNe) Opening Width(for vertically-spanning mullions)or Opening Height Qbrhoriz6rdally-spanning mullions) 50!Trapnrrriang. 60 in 70 in 80 in 90 in 100 in 120 in 14( Rectangular Rectangular Trapfrdang. Rectangular Trap/Trian g pfrdang. Rectangular Trapfrdang. Rectangular Trap/Triang. Rectangular Trap/friang. Rectangular 125 X 3.94g. Rectan ular TraLoading Ling Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading X.624 Alum.Tube r « .A, Y " u u Mullion ii '� S N G WS a WoW.aGN WnW WW W c tW.V�) W uW W WMS M cn n m. na n No u W N W ry m aW sN Wn Oa sN Wf... W W U U •p U U•y U U v U U-p U U-m U U•p U U•p U U v U U U U y U U U U•W U U v U U-m U U r •E 4 .c .cm-`t .c c t o' _o .�mc•� 3 ,mc� c d C O V O 7 C p 3 a uVC� d N V55 O' = y V O N V 0• N V S - y V O' - N u W - y V S m G Q G G Q Cc 2 G Q 12 c Q C c m a W , 'n m = a �+ c� •n e W a m c a C fX `L Q(Y is a W tr 42in 170.0 620 170.0 435 170,0 744 170.0 476 170.0 868 170.0 506 170.0 992 170.9 619 170.0 1116 170.0 521 170.0 1240 170-0 521 170.0 1488 170.0 521 170.0 1735 48in 170.0 708 170-0 524 170.0 850 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 12-15 170.0 677 170.0 1417 170.0 680 170,0 1700 170.0 680 170.0 1983 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170-0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1 1240 170.0 878 1 170-0 1417 170.0 944 170.0 1594 170.0 1 996 170-0 1771 170.0 1033 1 170.0 2125 1 170.0 1063 148.3 2163 63in 170.0 930 17U 745 170.0 1116 170.0 1 850 170.0 1302 170.0 940 170.0 14BB 170.0 1016 170.0 1673 170.0 1076 170.0 1659 170.0 1122 156.9 2060 170,0 1169 134-5 2060 s C 66in 170.0 974 170.0 789 170.0 1169 1 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.0 1275 122.6 1966 m 72in 170.0 1063 170.0 87B 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 1734 155.9 1364 99,1 1734 J 0 76 in 170.0 1122 170.0 937 170.0 1346 170.0 10B0 116B.5 1556 170.0 1209 147.4 1556 1662 1285 131.1 1556 151.6 1266 117.9 1656 141.3 1261 98.3 1556 128.3 1229 84.2 1656 � 78in 170.0 1151 170.0 967 170.0 1381 •170.0 1116 155.9 1477 169-3 1245 136.4 1477 152.0 1224 1212 1477 139.1 1206 109.1 1477 129.6 1191 90.9 11477 1116.9 1169 1 77-9 1 1477 90in 142.0 1110 146-5 986 118A 1110 123.9 968 101.5 1110 107.9 1 951 1 88.8 1 1110 1 96.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 59.2 1110 71.3 891 60.7 1110 96in 117.0 975 120.3 872 97-5 975 101.6 656 83.6 975 88.3 842 73.2 975 78.5 829 65.0 975 71.2 817 58.5 975 65A 807 48,8 975 67.4 789 41.6 975 108 in 82.2 771 84.0 696 68.5 771 70.7 686 68.7 771 61.3 674 61.4 771 54-3 664 45.7 771 49.0 655 41.1 771 44.9 647 34.3 771 38.9 632 29.4 771 Ill in 76.7 730 77-3 661 63.1 730 65.0 650 54.1 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 62 337.9 . 730 41.1 614 31.6 730 35.6 600 27.0 730 120 in 59-9 624 61.0 569 HZ.9 624 51.2 560 42.8 624 44.3 552 37.5 624 39.2 544 33-3 624 35.3 537 30.0 624 32.2 631 25.0 624 27.7 519 21.4 624144in 34.7 433 35-1 400 433 29.4 395 24.8 433 26.4 390 21.7 433 22.4 385 19,3 433 20.0 381 17.3 433 16.2 376 TABLE 11 B Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor AnchorType: 3/16"Elco 114"Elco 3116"DeWalt 1/4"DeWait 5/16'Elco 3/16"Elco 114"Elco 3116'DeWalt 1/4"DeWal Capacity Ultracon Ultracon Uttracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance Qn): 1" 2-1/2' 1" 2.4/2' 1" 2-112" 1" 271/2' 3-1/8" 1" 2 1/2" 1" 2-1/2' 1" 2-112' 1" 1 2-1 Embedment Qn): 1-3/4" 1-W 13/4" 13r4" 1314" 13/4" 1.3/4" 13/4" 2" 1-1f4" 1-114" 1-114" 1-1/4" 1-114" 1-1/4' 1-114" 1-1 2 Anchors @ 4.75"Mln.O.C./Standard or Met Clip(Fig.1x 390 Ibs I 390 Ibs 45010s 890 Ibs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1644 Ibs 270 lbs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320lbs 580 4Anchors @ 1.18'Mla O.C.I Standard(or Offset)Clip(Fig.2} 480 Ibs 700 Ibs N/A N/A 320 Ibs 1260lbs 370 Ibs N/A N/A N/A 380 Ibs NIA NIA NIA 740 Ibs N/A N. 4 Anchors @ 3"MIn.O.C.I(2)2x5 Angle Clips/(Fig.3). 760 Ibs 780 Ibs 660 Ibs 1560 Ibs 620 Ibs 12601bs 440 Ibs 1740 Ibs 1896 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs 640lbs 116( 4 Anchors @ 0.54"Min.O.C,/U-Clip,Into.100"Alum.(Flg.4): N/A N/A N/A N/A N/A N/A WA NIA N/A N/A NIA N/A N/A N/A N/A N/A N. 1 Anchor/F Cllp(Fig.5j. 195 Ibs 195 Ibs 225 ibs 4451bs 155 Ibs 315 Ibs 1101bs 435 Ibs 822 Ibs 135lbs 140 Ibs 177 Ibs 370 Ibs 115 Ibs 185 Ibs 1601bs 290 2Anchors @ 1.16'Min.O-CJ F-Cllp(Fig-6YI 240 Ibs 350 Ibs NIA NIA 160 Ibs 630 Ibs 185 Ibs WA N/A WA 190 Ibs N/A NIA N/A 370 Ibs NIA N, __NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR I l 1k, 111A-I.#- --.- w . --._ _--•---• •-•----• ----- TABLE12A Mullion Capacity Table IbsW) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 1201n Rectangular Trap/Tdang. Rectangular TraplTriang. Rectangular Trap/Tdang. Rectangular 11ap/Tdang. Rectangular Trap/Tdang, Rectangular Trap/Triang. Rectangular Trap/Triang. Re 2 x 4x.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I Alum.Tube42 _ _ z t _ Al AT Al Mullion ii n a c, n a °iz c n c `_b' n a a n c n n c ii a" a b° �' is o�-N. n `g_f9c n a s b° n a n � � � _ c�; cis c`3 _ c� o � _ c`49 u cis ti �� i3 c`3 o t`3 3 0 3 va ci i3a ciu¢ a L 7 t 7 ,�7 t 7 L•=J L 7 t 7 L 7 L rJ L .0 7 7 C L 7 O.rr 5V N ,p C GI c 4 c Q 4 (Y ¢a 2c 42 In-- -170.0 620 - 170.0 435 170.0 744 170.0 478- 170.0 868 170.0 506 170.0 992 170.0 -519 170.0 1116 170.0 521 170.0 1240- 170.0 -521-- 170.0 --1488 170.0 521 17( 48 in 170.0 708 170.0 524 170.0 850 1 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 17( 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170,0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 17( 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 '1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 637 170.0 1594 170.0 856 170.0 1913 170.0 861 17( 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 A 63 in 170.0 930 170,0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 16( tit 66in 170.0 974 170.0 789 170,0 1169 170.0 903 170.0 1364 170.0 1062 170.0 1558 170.0 1086 170.0 1753 170.0 *1155 170.0 1948 110.0 1210 170.0 2338 170.0 1275 151 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 121 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1505 123.8 1960 161.6 1548 10t 3 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152,7 1861 170.0 1474 137.4 1861 163.1 1500 114.5 1861 147.3 1473 98 90in 170.0 1328 170.01 1144 149.1 1398 156.0 1219 127.8 1398 1 136.01 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.6 1147 74.5 1398 89.8 1122 63 96 in 147.4 1 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92. 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 52 108in 103.5 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 849 64,7 971 08.4 837 57.5 971 61.8 825 51.8 971 56.5 815 43.1 971 49.0 796 37 Ill In 95.4 919 97.3 832 79.5 919 81.9 819 68.1 919 70.9 806 59. 919 62.9 794 63.0 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 756 34 Llid 75.5 786 76.8 716 62.9 786 64.5 705 53.9 786 55.8 695 47.2 786 49.4 686 41.9 786 44.4 677 37.7 786 40.5 668 31.5 786 34,9 653 27 43.7 546 44.2 504 36.4 546 37.6 498 31.2 546 31.9 491 27.3, 546 28,2 485 24.3 546 25.3 479 21.8 546 22.9 474 18.2 546 19.5 464 15 TABLE 12B Substrale: 2.7k Concrete 3k Concrete 3.5KConc. Hollow CMU Anchor 3/16"Eico 1!4"Eico 3116"DeWalt 114"DeWalt 5/16"Elco N16"EIcD 114"Elco 3/16'DeWalt 114"De Capacity Anchor Type Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Uitracon+ Ultras pbs) Edge Distance any. 1" 2-1/2" 1" 2-1/2' 1" 21/2" 1" 2-10 3-1/8" 1" 21/2' 1" 1 2-1/2' 1" 2-1/2' 1" Embedment pn): 1-3I4" 1-NT' 1-3/4" 13r4" 1-3/4" 1-3/4" 1.3/4" 1-3/4, 2" 1-1/4" 1-114" 1-1/4" 1 14/4" 1-114" 14/4" 1-1bV 2 Anchors @ 4.75"Min.O.C.I standard or Offset Clip(Fig.1&2): 390 Ibs 390 Ibs 450 Ibs 690 Ibs 3101bs 630 lbs 1 220 lbs 870 lbs 1644 lbs*NIA lbs280 lbs 364 Ibs 740 lbs 230 lbs 370 lbs 320lbs 4 Anchors @ 2.68"Min.O.C./Standard(or Offset)Clip(Fig.3): 740 lbs 740 lbs 630 lbs 1485 lbs 620 lbs 1260lbs 430 lbs 1730 lbs 1424 lbs560 lbs N/A 695 lbs 425 lbs 740 lbs 575lbs 6 Anchors @ 1.71"Min O.C./Standard(or Offset)Clip(Fig.4): 885 lbs 050 lb 758 lbs 1946 lbs 705 lbs 1890lbs 608 lbs 2558 lbs NIA705 lbs N/A 799 lbs 506 lbs 1110 lbs 619 lbs 4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips I(FIg.5): 780 Ibs 78 bs 680 lbs 1560 lbs 620 lbs 1260lbs 440 Ibs. 1740 lbs 1896 lbs560 lbs NIA 760lbs 460 lbs 740 lbs 640 lbs 6 Anchors @ 3"Min.O.C.1(2)W Angle Clips/(Fig.6): 1170 lbs 1170 lbs 1020lbs 2340 Ibs 930 lbs 1890lbs 660 lbs 2610 lbs 2844.Ibs840 Ibs N/A 1140 lbs 690 Ibs 1110 lbs 960lbs 3Anchors @ 1.34"Min.O_C./U-Clip,Into,125"Alum.(Fg.7): N/A NIA N/A N/A NIA NIA WA WA NIANIA N/A WA N/A WA N/A 6 Anchors @ 0.64"Min.O.C./U-Clip,into.125"Alum.(Fig.8): NIA N/A N/A NIA N/A N/A WA N/A NIAN/A NIA WA N/A WA NIA - 2Arxhors @ 2.66'Min.O.C_/F-Clip(Fig.9): 370 lbs 370 lbs 1 315 lbs 743 lbs 310 lbs 630 lbs 215 lbs 865 lbs 712 lbs WA 280 lbs N/A 348 lbs 213 lbs 370 lbs 288lbs ---- 3 Anchors @ 1.71"Min.-O.C./F-Clip(Fig.IOYJ 443 lbs 1 525 Ibs 379 Ibs 1 973 lbs 353lbs 9451bs 304 lbs 1279 lbs N/A WA 353 Ibs NIA 399 lbs 253 lbs 555 Ibs -309lbs--- NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: CIRCLED VALUES ARE USED IN THE EXAMPLE Ol' I® 11 1T ---G1 le 11 11 • • TABLE NOTES: TABLE 13A - Mullion Capacity Table IbstftZ Opening Width(far vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 80 in 100 in 120 in Rectangular Trap/Triang. Rectangular Trap/Triang, Rectangular Trap/Ttiang. Rectangular Trap/Piang. Rectangular Trapfrriang. Rectangular Trapffriang. Rectangular Trap/Triang. Rectanl 2 x 6 x.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii Alum.Tube - 9 � � � � Z. � � � Z' � Z' �_ � � � � � �_ � � � � Z' Z a N U U O U 'U .V V .V V V U U V V •V U U U .� U U •U U ,� C1 V U MUIIIOn W V1 W W N W W N W W N W W N W W m W W W W N W W N W W W N W W N' W W N a ca n n o a as a a c a na a o o a as a o %a" a na n as a `$ n Ix n a n c c a.o to a W W G W W G W W G W W G W W G W W G W W`v W W^v W W G W W G W W G W W G' W W G W W G W U U U_ U U Ua U U•O U_ U•p U Ua U U•C7 U_ U•p U Uy U U •o U Uv U Uv U_ Uv U U v U CR p. O. O N O V O V O N O C O C L.7 C .`VC 7 L C(V _� C m_ C m C d C ,W. C.0 �`" L t 7 L L C L j C G V V C V L•_ p L.� 0 L _ Q .� V Er U Q - Ix Cf arr � � err ¢`rr arr 5� arr �� a�a �� �� ¢� ¢a 2 a� 2� a�rr �� M� ¢`a :c 42 in 170.0 620 170.0 435 170.0 744 '110.0 478 170.0 868 170.0 506 176.0 992 170,0 51fd 176.0 1116 17a.o 521 170.0 1240 170.0 521 176.6 1488 170.0 521 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677- 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 50.625In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 63 in 170.0 93C 170.0 745 110.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 1170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 c 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 1 170.0 1753 1 170.0 1155 170.0 1948 170.0 1210 .170.0 2338 170.0 1275 170.0 m m 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 J 76 in 170.01 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 1 170.0 1629 170.0 78in 170.0 1151 170.0 967 170.0 13.81 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 90in 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 149E 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170.0 1918 170.0 3188 170.0 2125 156.0 96in 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170,0 1983 170.0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 1952 1 170.0 2833 1 170.0 2095 160.0 3199 170.0 2338 137.1 108in 170.01 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2-781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 111 in 170.0 1638 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2632 162.3 2245 136.6 2632 148,4 2216 113.8 2632 128.4 2166 97,6 120 in 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.�1.47 1964 120.1 2252 127.2 1938 108,1 2252 116.1 1915 90.1 2252 99.8 1872 77.2 1441n 125.1 1564 126.6 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78.2 1390 69.5 1564 72.3 1373 62.6 1564 65.7 1358 52.1 1564 56.0 1330 44.7 TABLE13B . Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor T 3116"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Eico 3116"DeWalt 1/4"DeWalt Capacity Type: Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 1 2-1/2" 1 2-1/2" 1" 2-1/2" 1" 2-1/2" 3 1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/ Embedment(in): 1-3/4" 1-3/4"' 1-3/4" 1 1-3/4" 1-314" 1-3W 1-3/4"' 1 314" 2" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1.1/4" 1-114, 1-11 2 Anchors @ 4.75"Min.O"C./Standard or Offset Clip(Fig:.1&2): 390 lbs 390lbs 1 450 lbs 890 lbs 310 lbs 630lbs 220 lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354lbs. 740 lbs 230 lbs 370 lbs 320 lbs 1580 4 Anchors @ 4.68"Min.O.C./Standard(or Offset)Clip(Fig.3): 780 lbs 780 lbs 900 lbs 1780 lbs 620 lbs 1260 Ibs 440 lbs 1740 lbs 3232 lbs 540 lbs 566Ibs 708 lbs 1480 lbs 460 lbs' 740 lbs 640 lbs 1160 8 Anchors @ 1.71"Min.O.C./Standard(or Offset)Clip(Fig.4): 1180 lbs 1400 lbs 1010 lbs 2595 lbs 940 lbs 2520 lbs 810 lbs 3410 lbs NIA N/A 940 lbs WA 1065 lbs 675 lbs 1480 lbs 8251bs 1970 4 Anchors @ 3"Min.O.C./(2)2x5 Angie Clips/(Fig.5): 780 lbs 780 lbs 680 lbs 1560 lbs 620 Ibs 12 00 lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 lbs WA 760 Ibs 4601bs 740 lbs 640 lbs 1160 8 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig"6): 1560 Ibs 1560 lbs 1360 Ibs 3120 lbs 1240 lbs 2520 lbs 880 lbs 3480 lbs 3792lbs 1080 lbs 1120 lbs N/A 1520 Ibs 920 lbs 1480 lbs 12801bs 2320 12 Anchors @ 1.5"Min.O.C./(2)2x5 Angie Clips/(Fig.7): 1660 lbs 2100 lbs WO lbs 3780 lbs 1260 lbs 3780 lbs 1200 lbs 5100 lbs N/A N/A 1320 lbs WA 1500 lbs 960 Ibs 2220 lbs 1140 lbs 2880 4 Anchors @ 1.34"Min.O_C./U-Clip,into.125"Alum.(Fig.8): N/A N/A WA N/A N/A WA WA NIA WA WA WA WA NA NIA N/A NIA W __--8 Anchors @ 0.64"Min.O.C./U-Clip,Into.125"Alum.(Fig.9): NIA WA WA NIA N/A NIA NA NIA WA WA N/A NA WA N/A N/A -WA Ni- 2 Anchors @ 4.68"Min.O.C./F-Gip(Fig.10): 390 Ibs 390lbs 460 lbs 890 lbs 310 lbs- 6301bs 220 lbs 870 lbs 1616lbs 270 lbs 280 lbs 354 lbs 7401bs 230 Ibs 370 Ibs 320 lbs 580 -- 4 Anchors @ 1.71"-Min:O.C:/F-Clip(Fig:11): 5901bs 7001bs 5051bs 1298 lbs 470 lbs 1260 Ibs 405 Ibs 1705 lbs WA WA 470 Ibs NIA 5331bs 338 Ibs 740 Ibs 413 Ibs 965 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURER: FIC,l1RF 4 F1r11RF an• Grnr me a TABLE 14A Mullion Capacity Table Ibslfta) Opening Width(for vertically-spanning mullions)or Opening Height(fbr horizontally-spanning mullions). 50 in 60.in 70 in 80 in 90 in 100 in 120 in Rectangular Trap/Triang. Rectangular TrapnT iang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Traprrdang. Rectangular Trap/Tdang. Rectan 1.26"x 2.11" Loading Loading Loading Loading Loading Loading Loading Loadirig Loading Loading Loading Loading Loading Loading Load x.125"Alum _ .4 a_ 5 G .•. o o r. 'o c� n ci TubeMUll o as a a� a c a as a n�' a as a a ``' a CL f0a o a a as a a� c a a as '$ as ci v _ .� c� UG'py c� c� a ci v � � � _ cif ci � � OW ci -a � _ �iG 3 `✓ 1Q .. 3 `° � ci 5- ci O GO O OG O ` G' C (V o G o G G G (� L. G ,� V U N V U G (�{ 7 .0 7 1 .L j O t j D C L 7 O .G 7 _ O .j C L'7 O = O _.� p _.9 U .y U (�j�T U y 75 U 7 N U �T N U j y U O' ?N U tT '- N U O' - N �] - U Cr V U ox 5 42 in 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.E 411 80.1 526 134.1 411 72.1 526 134.1 411 60.1 526 134.1 411 51.5 48 in 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 63.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 50.625 in 62.3 362 91.0 301 68.6 362 79,3 294 58.8 362 71.9 289 51.5 362 67.2 286 45.7 362 64.6 284 41.2 362 63.6 283 34.3 362 63.5 283 29.4 w 54 in 67.8 318 74.1 267 56.6 318 64.2 261 48.5 318 67.7 256 42.4 318 53.5 253 37.7 318 50.8 250 33.9 .318 49.5 249 28.3 318 49.1 248 24.2 C 60 in 49.5 258 53.1 219 1 41.2 1 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.6 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 J 63 in 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 169 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 26.6 183 15.3 7 66 in 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 72 in 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 22.6 149 17.9 179 20.3 147 15.9 179 18.7 145 76 in 24.3 101 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 78 in 22.5 162 23.5 133 18.8 152 19.9 I'll16.1 152 17.5 128 TABLE 14B substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Anchor Type: 3/16"Elco 1/4"Eloo 3/16"DeWalt 1/4"DeWalt 5116"Elco 3/16"Elco 114"Elco 3/16"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2=1l2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" �614�0b' 2-1/2' Embedment(in): 1-3/4" 13/4" 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 2" 1-1l4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4' 4 Anchors 3"Min.O.C./(2)2x5.Angle Clips/(Fig,1): 780 Ibs 780 Ibs 680 Ibs 1580 ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 18961bs 540 Ibs 560 Ibs N!A 760 Ibs 460 Ibs 7401bs s 1160 I( TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION OP - ----- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.— ® • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHE HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE FIGURES SHOW SUGGFSTFn APPPOWIMATF 1401 P t nrI.ATInKIQ TABLE 1.5__A - Mullion Capacity Table(lbsfle) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 In 60 in 70 in 80 In 90 In 100 in 120 in Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular hap/Tdang. FR Trap/Tdang. Rectangular Trap/Triang. Rectang. 3.26"30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin DEG.AL ;r _ _ _� U V U U U U V Gl V V 'U V N V m y m y (p •l0 'n a,VN@10N ((4 (0NBAY MULL m m m m m N m m N �° m a o o ac n aO n nnao.a a. a.o a n a, a a l0m m m G m m G m m C+ m mU U a U U v U U 'o U U-z U U U c � U _c 5 _ s G t 'a ° ° a trn w caaia $ "aC� a o 'fi oC a�i (p� ov a y� c m " c fli a v �� �G "Q a G Q-�- "G `L G -¢-,2 '�G Q •L`--'G Q'�- 42in 170.0 620 170.0 435 170.0 744 170.0 476 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170,0 521 170.0 1488 170.0 5Z1 170.0 1 48 in 170.0 708 170.0 524 170.0 856 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 162.2 1622 170.0 680 130.5 1 60.625In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1 54in 170.0 797 170.0 612 170.0 956 170.0 691' 170.0 1116 170.0 754 170.0 1276 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 878 146.1 1218 170.0 944 121.9 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 11 83.5 1 63in 170.0 930 170.0 745 170.0 1116 170.0 850 160.2 1150 168.8 933 131.4 1150 153,0 914 116,8 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1 t 66in 170.0 974 170.0 789 162.4 1048 165.8 .881 130.6' 1048 146.6 864 114.3 1048 133A 850 101.6 1048 123A 839 91.4 1048 116.6 830 76.2 1048 109.4 821 65.3 1 c 72in 140.8 880 147.9 764 117A 880 126.0 748 100,E 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 86.2 703 58.7 680 79.2 683 50.3 J 76 in 119.7 790 125.1 690 99.8 790 106.4 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8 78 in 110.8 750 115.5 657 92,3 750 98.1 644 79.1 750 85,9 632 69.2 750 77A 621 61.5 750 70.6 612 55.4 750 65.7 605 46.2 760 59.4 594 39.6 90 in 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 45.1 563 48.9 475 40A 563 44.4 468 36.1 563 40.9 462 30.0 503 36.2 452 25.8 i 96 in 59.4 495 61.1 443 49,5 495 51.5 435 42.4 495 44.8 427 31.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 3 391 276 3.2 391 24.9 14.9 IN in 41.7 321 III in 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 120 in 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144 in 17.6 1 220 17.8 203 TABLE15B Substrate; 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3/16"Eloo 1/4"Elco 3/16"DeWalt 1/4"DeWalt 6/16"Elco 3/16"Elco 114"Eico 3116"DeWalt 1/4"DeWalt Capacity Anchor Type: Ultracon Ultracon Ultracon+ Ultracon4 Ultmeon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2' 1" 2-112" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 1" 1 2-112" 1" �22-1Embedment(in): 1-3/4" 1-314' 1-314" 1.3/4" 1-3/4" 1-314" 1-3/4" 1-3/4" 2' 1-1/4" 1-1/4" 1-1/4" 1-114, 1-14' 1-1/4" 1-1/4"2Anchors @ 5"Min.O.C./(2)2x5 Angle Clips/(Fig.1); 3901bs 390 Ibs 460 Iba 890lbs 310 Ibs 630lbs 2201bs 870lbs 1700 Ibs 270lbs 280lbs 354 Ibs 740 lbs 230 Ibs 370 Ibs3201 4 Anchors @ 3.5"Min,O.C./(2)2x5 Angle Clips/(Fig.2Y.1 780 Ibs I 780 Ibs 790 lbs I 1670lbsl 620 Ibs 1260lbs 440 lbs 17401bs 2525 lbs 540lbs 560lbs NIA 1120lbs 460 lbs 740 Ibs 640 ibs 1160 it 6 Anchors @ 2.71"Min.O.C./(2)2x5 Angle Clips/(Fig.3):1 1120 Ibs 11120 lbs 1 958 lbs 12246lbs 1 930 Ibs 1890 lbs_ 648 lbs 2598 lbs 2254 lbs NIA 840 ibs N/A 10591bs 6461bs 1110 ibs 879 Ibs 167811 ---- ---- FIGURE 1: TABLE NOTES: - 0 0 1)SEE SHEET 1 FOR INSTRUCTIONS.ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE16A Mullion Capacity Table Ibs/RZ Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 In 80 in 90 in 100 in 120 in Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular TraplTdang. Rectangular Trap/Tdang. Rectangular Trapfrdang. Rectangular TraplTdang. Rectanc 3.26"43 Loading Loading Loading Loading Loading Loading Lowing Loading Loading Loading Loading Loading Loading Loading Loadir BAY MULL o 0 o a tea m w m m N m y y u u o u c5 u u u u u Ti u u _ m min m m m m m m m m m w m min m min m m G. m Cx n a s a n a a o..n a O. a n`_G' a n M a a o a o.A a n.a a U_ U U _ U v �� io �� m mG Co. me m cc m mom. m m� m m-.. m m m me m mG m p U U v U U p V U'p U U.p U_ U'p U_ U v U U U U'p U U'O U C N O C N O c 15 9 C N o,L_° C N `o C m C N C L C _ C m C� .C7 C O O O� ON p9 CON L_ ON O C OL C LC CN .O C m j jn C � N V `-' N V O _ O f'CC,7., U U i'C.1 'i t � C 2 C 9 d`rrcaa _CD Q _, �_c_ QtY m �� �iY �.G_ .d��. �c d`_Iz Vic_ Q� �.'c_ .�tY Qtr �c Qtr �c j 42 in 170-0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 i 48in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 000 163.7 1637 170.0 680 146.3 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 756 126.1 54 in 170.0 797 170.0 612 170.0 956 170.0E903 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 861 110.8 60 in 170.0 885 170.0 701 170.0 1063 170.0 170.0 1240 170.0 878 157.1 1309 170.0 944 -139.7 1309 170.0 996 126.7 1309 163.5 994 104.8 1309 157.1 982 89.8 63 in 170.0 930 170.0 745 170.0 1116 170.0 162.9 1247 170.0 940 142.5 1247 164.5 983 126.7 1.247 152.E 965 114.6 1247 144.3 952 95.0 1247 136.2 936 81.4 sr 66 in 170.0 974 170.0 789 170.0 1189 170.0 148.4 1190 163.7 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 86.6 1190 119.5 896 74.2 72 in 161.6 1010 169.8 877 134.7 1010 144.E 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 J 76 in 137.4 906 143.6 792 114.5 906 122.0 775 98.1 906 107A 761 85.9 906 96.2 749 76.3 906 88.2 736 68.7 906 82.3 729 57.3 906 74.7 716 49.1 78in 127.1 861 132.51 754 105.9 861 112.5 738 90.8 861 98.6 725 79.4 661 86.5 713 70.6 861 81.0 703 63.6 861 75.4 694 53.0 861 68.1 681 45.4 90in 82.7 646 85A 574 68.9 646 72.1 564 59.1 646 62.9 554 51.7 646 56.1 545 46.0 646 50.9 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 96in 68.2 568 70.1 508 56.8 568 59.1 499 48.7 568 51.4 491 42.6 568 45.8 483 37,9 568 41.4 476 34.1 568 38.1 470 28.4 568 33.4 469 24.3 108 in. 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 368 17.1 111 in 44.1 425 45.0 385 36.8 425 37.9 379 31.6 425 32.8 373 27.6 425 29.1 367 24.6 425 26.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15.8 1201 34.9 364 5.5 29.1 364 29.8 326 24.9 364 25.8 321 21.8 364 22.8 317 . . 18.1 20.423 68144 in 20.2 253 309 253 17.1 230 TABLE 16B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor AnchorT 3/16"Elco 114"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Yam' Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" #2-1/2' 1" 2-1/2" 1" 2-1/2" 3 1/8" 1" 2-1/2" 1" 21/2" 1" 2-1/2" 1" 2-1/: Embedment(in): 1-3/4" 1-3/4" 13/4" 3/4" 1-3/4" 1-314" 1-3/4" 1-314" 2" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-114" 1-1/4" 1-1/4"Z Anchors @ 5'Min O.C.!(2)2x5 Angle Clips/(Fig.1): 39DIbs 390 Ibs 450 Ihs0 Ibs 310 Ibs 630 Ibs 220 Ibs 870 Ibs 1700 Ibs 2701bs 280 Ibs 354 Ibs 740 lbs, 230 Ibs 370 Ibs 320 Ibs 580 I 4 Anchors @ 3.5"Min.O.C./(2)2x5 Angle Clips/(Fig.2): 780lbs 780 lbs 790 Ibs 16701bs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 2525 Ibs 540lbs 560 Ibs N/A 1120 Ibs 460 Ibs 740 Ibs 6401bs 1160 6 Anchors @ 2.71"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 1120 Ibs 1120 Ibs 958 Ibs 2246 Ibs 930 lbs 1890lbs 648 Ibs 2598 lbs 2254 Ibs WA 840 Ibs N/A 1059lbs 646 lbs 1110 Ibs 879 Ibs 1678 _ -- -- - FIGURE 1: - - TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25.FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000" .000" --f 1.000" 1.000" +-- 125" .125" .125" 2.750" 2.750" .125" 3.125" .125" 2.000" 2.000" .125" 650" „ - -- ---- - -- ----- -- - .3.75"- - - - --- - - -375" - -------- -- ---- - - .500 1"X 2"X.125"MULLION 1"X 2"X.375"MULLION 1"X 2.75"X.375"MULLION 1"X 2.75"X.650"MULLION 1"X 3.125"X.5"MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION f^j r--.125" f--.125" ---1 F---.125„ 77 STANDARD CLIP I 2X5 ANGLE CLI P 2.009' 6063- 6 ALUM. 2.125" 6063-T6 ALUM.X-SECTION U-CLIP 2.000" X-SECION I 6063-T6 ALUM. 125° X-SECTION .125" .740" 5.500" 375" 3.125"- -------j CUT HERETO .375"F 5000" _CREATE SHEET SEE MIN. 1 . MIN. � DETAIL F,SHEET 4 .375"MIN. 338"MIN. r ---------- I I I I A A I U-CLIP A I - - - -- ------ �_------ 6063-T6ALUM. L- -----------•- ------ 2> TOPVIEW 6 L_ STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16". SHEETS 5-17 FOR.THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16", SHEETS 5-17 FOR THE ANCHOR O.C. TABLE B DISTANCE.MAXIMUM PGT Part#- - ANCHOR HOLE - 5.500" 375 Mull Dimension (sheet#) Mullion Std. Clip Offset Clip- - -.375" - _ MIN. DIAMETER: 1 ANCHOR p p U-Clip_. MIN. ' 1"X 2"X.125" (5) 66605 666113M 6661118M 666243M ------------I------- -----, 1" X 2"X.375" (6) 666006 666114M 6661119M 666244M --1 1.000" 1.000" r-- -1.062"'i ; I-[ - - - .740"- .063" .385" rt .062" .438" L.125- 4.000" STANDARD CLIP 4.000" 4.000" 2 625„ 2.000" 6063-T6 ALUM. 2.125" X-SECTION I 6063-TI .125"' .125" .125" X-SE, .031" N .125' CENTER OF ANCH .375" .1551, 375„ DASHED BOUNDA ANCHOR O.0 1"X 4"X.125" 1"X 4"X.375" -T 1"X 4"X.375" HOLE DIAMEI MULLION MULLION "r-MULLION 5.500" 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. CUT HERETO ,375" 375" 3.125"-----� CREATE F-CLIP,SEE ONLY ON 1.250" X-SECTION X-SECTION X-SECTION MIN. j�DETAIL F,SHEET4 � --� 1.594" "FACTORY 1.594" I .375" MULLED" r--------1 r--------- CEN VERSION I I I I ANC I I I I I MUS I I I I THE I I I I I I I BOV I I I I F SHE 2.875'' I - - I I - - I FOR I I I I I F ANC 100" 3.250" 3.94" 1 I I I I DIST 100' MAX 3.250" I I I I I I ANC 100" I I j I I I DIAN L- -------� I I L-------� ANC .100" .624" I DIAN L_ .820" 820" ,624" STANDARD CLIP U-CLIP 1.250"-- --1.250"-- '-� CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T6 ALUM. --I .820 I-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25"X 3.25"X.100" 1.25"X 3.25"X.624" SHEETS 10-17 FOR THE ANCHOR O.C. MULLION MULLION 1.25"X 3,94"X.624" TABLE C 6005-T5 ALUM. 6005-T5 ALUM. MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Valu X-SECTION X-SECTION 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1%16". F 3.1 X-SECTION G 1.1 2.661 � 3.469" 5.500" H 3.1 �✓' .125" .375" - 1:377" --� .125" 1.877" MIN. 375" F 3. G 0.' -_- H -- -2,,- I I I I 3.1 F --2::- I .125" I I I I I I G 0.' 125" 45° 2.250" 1 I I I i I H 1.1 30° H i 1 3.: EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4 THE,OI NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING 1 -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE V DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGE[ -SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE DE FENESTRATION DETAILS,PRODUCTS SHEETS NOT BE SUITABLEFOR THIS APPLICATION. APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650"MULLION(LENGTH=72",OPENING WIDTH=70")HAS A DESIGN MU 72"ION OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LL LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND f- 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERA NQ ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED-TO CALCULATE THE ANCHOR CAPACITY RI 32" 3Z' MULL WIDTH (60 PSF)X( 636 LBS \ =524.9 LBS OPENING WIDTH ` 72.7 PSF J (MAY BE.USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WII` DESIGN PRESSURE OF+50.01-55.0 PSF. i FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1"=105"AND TH THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION TH EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE E MULL WIDTH-- SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=108",OPENING WIDTH=80")MEETS THE DI SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH= 108",OPENING WIDTH=80")HAS A DESIGN FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF'971 LE 32" SEE SEE FENESTRATION DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUST PRODUCT'S SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNP APPROVAL 2 4 THE 73"DIMENSION(35-1/2"+35-1/2"+2"=731). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCR VERTICAL I I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MULLION L SEE L--.----SEE_ J USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2".GIVES AN ANC LENGTH DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS, OPENING SHEETS 2-4 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2''X 4"X.250"MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZ ______HORIZ. MULLION TYPE COULD BE CHOSEN. MULLION 72 -- -- 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2"=106".REFERENCING SHEET 25,THE CC_ USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY RE( SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU St SHEETS llmm 1r_ EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRA I 1 I PW PW PW I I -Z Z x z x x z x z X./ z z z 1 r % )DH rSH/DH SH/DH SH/DH I I I I. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I I I I 1 SGD I I PW I LOADING OF HORIZONTAL MULLION LOADI PW � 1 I I I I PW PW / I r r I PW SH/DH SH/DH I SH/DH SH/DH I 4 4 , 4 , ; 4 LOADING OF VERTICAL MULLION LOADING OF O Z I / /H RI ONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW PW L� 1 I I LOADING OF(2)HORIZONTAL MULLIONS LOAD P HINGED ----- -- DOOR PW PW I -- I I I n n I PW File C a. p y M IAM I•DADE MIAMI-DADE COUNTY • f PRODUCT CONTROL SECTION �Ito 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONO G © EQRER9" Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION D S COM LIANCET(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANC Q ® ® A p www.miamidade.eov/economv NTY PGT Industries,Inc. 1070 Technology Drive 3BOCC [20q North Venice,FL 34275 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where"allowed by the Authority Having Jurisdiction.(AHJ). This NOA shall not be valid.after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product'or material tested for quality assurance purposes.If this product or material fails to perform in the accepted mariner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or'suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this,acceptance if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH7600A"Aluminum Single Hung Window—NX APPROVAL DOCUMENT: Drawing No. 7600NOA-1,titled"Aluminum Single Hung Install(NI)",sheets 1 through 12 of 12, dated 04/01/18, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION:of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature.If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#18-0430.07 and consists of this page 1 and evidence pages E-1,E-2 and E-3,' as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. + NOA No.20-0401.12 QMIAMMMI-DMADE COUNTY Expiration Date: August 23,2023 Approval Date: July 30,2020 Page 1 f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Submitted under NOA# 18-0430.07 A. DRAWINGS 1. Manufacturer's die drawings and sections. j 2. Drawing No. 7600NOA-1,titled"Aluminum Single Hung Install(NI), sheets 1 through 12 of 12,dated 04/01/18,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test;reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along.with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h: Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 Expiration Date: August 23,2023 i Approval Date: July 30,2020 E-1 I I PGT Industries,Inc. I I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 � I D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. i I F. STATEMENTS 1. Statement letter of conformance to FBC 61 Edition(2017),dated April 24,2018,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Pro pIosal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE I G. OTHERS 1. None. I ' I 'r i .I � ll I 1 { I I i I r I Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-2 PGT Industries.Inc. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED f 2. New Evidence Submitted A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7600NOA-1,titled"Aluminum Single Hung Install(NI)", sheets 1 through 12 of 12, dated 04/01/18, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. j B. TESTS 1. Test-reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsi1983 silicones,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20.2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 6'Edition (2017) and FBC 7"Edition(2020), dated 03/10/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY!ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS j 1. None. i Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-3 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I . ' I F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6t'Edition(2017)and FBC 71 Edition(2020), dated March 10,2020,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated March 10,2020,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda,P.E. i I G. OTHERS 1. Notice of Acceptance No. 18-0430.07, issued to PGT Industries, Inc. for their"Series "SH7600A"Aluminum Single Hung Window—N.I."approved on 08/23/18 and expiring on 08/23/23. i I ' � I i Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-4 SERIES SH7600A NON-IMPACT RESISTANT SINGLE HUNG.WINDOW 17-13/16"MAX.O.C. 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF _ 18-3/8"MAX. THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 17-3/4"MAX. 17-3/4" APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE (17-1/4"BUCK) MAX 9-1/2"MAX. SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN:KSI PER g SEE _ _ O.C. (9"MAX.BUCK) p�SEE ANCHOR TYPE: SHEETS 8&9'- SHEET 1C 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX A,SEE -"� C,SEE - -WOOD BUCKS ARE.OPTIONAL-IF UNIT-IS INSTALLED DIRECTLY TO-SUBSTR.ATE._WOOD-BUCKS__.--SHEETS-8&9�- I------- � ----- --- - ----_ -_�____ SHEET 1C DEPICTED AS 2X ARE 1.4/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE ' DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD EQUALLY BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR SPACED ARCHITECT OF RECORD,(AOR). ANCHORS PER TABLES 6&7 I ' 17-31 MAX.O.C. 5)ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR O I I / 84" STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. ' "" MAX. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING1FLASHING STRATEGY FOR TIP WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE , 12A/16"MAX.O.C. TO SCOPE OF THESE INSTRUCTIONS. X ' 14 TIP EQUALLY SPACE:D I , / HEIGHT 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS ANCHORS PER i I 13-5116"MAX.O.C. NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. TABLES 6&7 6.1 rum. 7)DESIGN PRESSURES: 9-1/2"MAX. I ,OW.C\. A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND'GLASS PER ASTM (9"MAX.BUCK) , E1300. A B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM El300, NO ANCHORS AT SILL C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,.ASD. T B 1 __+ 53-118"MAX.TIP TO TIP WIDTH 1."WEEP NOTCH 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS AT EACH END CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE ELEVATION FOR TYP. FLANGE FRAME ELF 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 SHOWN WITH EQUAL-LITE CONFIGURATION 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. TABLE 1:ALLOWABLE GLASS TYPES 10)REFERENCES:TEST REPORTS FTL 18-7835.1 &18-1835.2;ELCO ULTRACON NOA; Glass Description (Listed from Exterior to Interior) DP DEWALT/ELCO CRETEFLEX NOA;DEWALT ULTRACON+NOA;NATIONAL DESIGN Type Table # SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL 1 1/8" Annealed 2 _ 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 2 13/16" IG: 1/8"Annealed Cap, Airspace, 1/8"Annealed 3 - — -- - - 3 3/16"Annealed - -— - 3----- -_ 4 13/16" IG: 3/16"Annealed Cap, Airspace, 3/16"Annealed 4 FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES 5 1/8" Tempered 5 -�-� WIDTH WIDTH WIDTH 6 13/16" IG: 1/8" Tempered Cap, Airspace, 1/8" Tempered 5 T� T �� f 7 3/16" Tempered 5 /. /. TABLE 2: Bottom Sash Sash Height Design Pressure-(lbste)for Glass Type 1 - Description for Gi%en Range Range(in) Tip to Tip Width 18" 25" 33" 37" 41" 45" 49" 53-1/8" M' Equal-lite 12.464 +80,0 -130.0 +80.0 -130:0 +80.0 -130.0 +80.0 -130.0 +80.0 -127.1 +80.0 -113.8 +80.0 -103.1 +80.0 -93.9 Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -104.0 +80.0 -95.5 +80.0 -89.1 +80.0 -84.2 +80.0 -81.4 +74.8 -74.8 31" Standard Proview 12.994-16.963 +80.0 -130.0 +80.0 -127.0 +80.0 -86.9 +76.0 76.0 +66:7 -66.7 +60.7 -60.7 +57.2 -57.2 +53.5 -53.5 Shortest 12.464-12,993 +80.0 -130.0 +80.0 -124.0 +80.0 -84.0 +73.8 73.8 +63.2 -63.2 +57.2 -57.2 +52.4 52.4 +49.1 -49.1 Equal4ite 19.652 +80.0 -130.6 +80.0 -124.0 +80.0 -84.0 +73.8 73.8 +63.2 -63.2 +57.2 -57.2 +52.4 52.4 +49.1 -49.1 Standard Pro%iew 15.944-19.651 +80.0 -130.0 +80.0 -110.0 +80.0 1 -80.6 +70.3 -70.3 +60.2 1 -60.2 +52.2 -52.2 +46,8 1 -46.8 +41.0 -41,0 38-3/8" Custom Size 15.131-15,943 +80.0 -130.0 +80.0 -102.0 +78.2 -78.2 +68.7 1 -68.7 +59.3 -59.3 +51.7 -51.7 +46.2 -46.2 +40.0 -40.0 l'1 Custom Size 14.131--15.130 +80.0 -124.0 +60.0 -98.5 +77.1 -77.1 _+67.4 -67.4 +58.9 -58.9 +51.5 -51.5 +46.1 -46.1 +39.9 -39.9 Shortest 12,464-14.130 +80.0 -118.0 +80.0 -95.2 +75.4 -75.4 +66.1 -66.1 +58.5 -58.5 +51.3 -51.3 +46.1 -46.1 +40.0 -40.0 EXTERK Equal-lite 22.964 +80.0 -130.0 +80.0 -110.0 +80.0 -80.8 +70.3 -70.3 +60.2 -60.2 +52.2 52.2 +46.8 46.8 +41.0 -41.0 Custom Size 20.1.31-22.963 +80.0 1 -124.0 +80.0 1 -98.5 +77.1 -77.1 +67.4 -67.4 +58.9 -58.9 +51.5 -51.5 +46.1 46.1 +39.9 -39.9 Standard PrWew 18.594-20.130 +80.0 1 -118.0E79. -95.2 +75.4 -75.4 +66.1 -66.1 +58.5 "58.5 +51.3 -51.3 +46.1 -46.1 +40.0 -40.0 45" Custom Size 16.131-18.593 +80.0 -102.0 85.0 +89.9 69.9 +62.1 62.1 +55.7 55.7 +50.4 50,4 +45.3 45.3 +40.0 40.0 Custom Size 15.131-16.130 +80.0 -98.0 -81.9 +68.1 -68.1 +60.6 •60.6 +64.6 -54.6 +49.7 -49.7 +44.8 •44.8 +39.9 -39.9 Custom Size 14.131-15.130 +80.0 -95.6 -79.4 +66.4 -66.4 +69.2 59.2 +53.6 -63.6 +48.7 -48.7 +44.3 -44.3 +39.7 -39.7 Shortest 12.464-14.130 +80.0 -89.4 -74.6 +62.1 -62.1 +56.3 56.3 +51.1 -51.1 +46.7 -46.7 +42.7 -42.7 +38.6 -38.6 Equal-lite 24:964 +80.0 -130.0 +80.0 1 -102.0 +78.2 ,78.2 +68.7 -68.7 +59.3 -59.3 +51.7 -51.7 +46.2 A6.2 +40.0 40.0 t Custom Size 22.131-24.963 +80.0 -112.0 +80.0 -92.0 +73.5 1 -73.5 +64,8 -64.8 1 +67.9 -57.9 +51.0 -51.0 +46.0 1 •46.0 +40.0 -40.0 Standard ProHew 20.194-22.130 +80.0 -102.0 +80.0 -85.0 +69.9 -69.9 +62.1 -62.1 +55:7 -55.7 +50.4 -50A +45.3 -45.3 +40.01 40.0 = 49" Custom Size 18.131-20.193 +80.0 -95.5 +79.4 -79.4 +66.4 -66.4 +59.2 -59.2 +63.6 53.6 +48.7 48.7 +44.3 -44.3 +39.7 -39.7 a o Custom Size 16.131-18.130 +80.0 -89.4 +74.6 74.6 +62.1 -62.1 +56.3 -56.3 +51.1 -51.1 +46.7 -46.7 +42.7 -42.7 +38.6 -38.6 C Custom Size 14.1j4l 6.130 .+80.0 -84.6 +69.5 -69.5 +59.2 -59.2 +53.7 -53.7 +48.8 -48.8 +44.8 -44.8 +40.9 -40.9 +37.6 -37.6 Shortest 12.44.130 +80.0 -81.9 +64.0 -64.0 +66.4 -56.4 +51.0 -51,0 +46.6 -46.6 +42.3 -42.3 +39.4 -39A +36.0 -36.0 Equal-cite 7 +80.0 -124.0 +80.0 -98.5 +77.1 -77.1 +67.4 -67.4 +58.9 -58.9 +51.5 -51.5 +46.1 -46.1 +39.9 -39.9 Custom Size 24,15.776 +80.0 -112.0 +80.0 -92.0 +73.5 -73.5 +64.8 -84.8. +57.9 57.9 +51.0 -51.0 +46.0 -46.0 +39.9 1 -39.9 50-5/8'. Standard Pro%iew 20.844-24.130 +80.0 1 -98.0 +80.0 -81.9 +68.1 -68.1 +60.6 -60.6 +54.6 -54.6 +49.7 -49.7 +44.8 -44.8 +39.9 -39.9 Custom Size 19.131-20,843 +80.0 -92.6 +77.0 -77.0 +64.1 -64.1 +57.7 -57.7 +52.3 52.3 +47.7 .47.7 +43.8 -43.8 +39.2 -39.2 Custom Size 16.131-19.130 +80.0 -64,6 +69.5 -69.6 +69.2 -59.2 +53.7 -53.7 +48.8 -48.8 +44.8 -44.8 +40.9 40.9 +37.6 -37.6 Shortest 13.089`-16.130 +80.0 -80.6 1 +61.7 -61.7 1 +55.1 -55.1 +49.8 1 •49.8 +45.5 -45.5 +41.3 1 -41.3 +38.6 -38.6 +35.1 -35.1 Equal-life 31.964 +80 0 -95.5 +79.4 -79.4 +66.4 -66.4 +59.2 1 -59.2 +53.6 .53.6 +48.7 48.7 +44.3 -44.3 1 +39.7 -39.7 W Custom Size 28.131-31.963 +80.0 -84.6 +69.5 -69.5 +59.2 -59.2 +53.7 -53.7 +48.8 -48.8 +44.8 -44.8 +40.9 -40.9 +37.6 .37.6 Standard Pro%iew 25.794-28.130 +80.0 -80.6 +61.7 -61.7 +55.1 -55:1 +49.8 -49.8 +45.5 -45.5 +41.3 .41.3 +38.6 -38.6 +35.1 -35.1 Shortest 25.049`-25.793 +80.0 -80.6 +61.7 -61.7 +55.1 -55:1 +49.8 -49.8 +45.5 •45.5 +41.3 -41.3 +38.6 -38.6 +35.1 -35.1 Equal-lite 34.964 +80.0 -86.5 +72:2 -72.2 +60.6 -60.6 +55.0 -55.0 +49.9 -49.9 +45.8 -45.8 +41.7 41.7 +38.1 -38.1 69' Custom Size 33.131-34.963 +80.0 -83.1 +66.7 -66.7 +57,8 -57.8. +52.1 -52,1 +47.6 -47.6 +43.5 -43.6 +40.1 -40.1 +36.8 -36.8 Shortest 31.049`-33.130 +80.0 -80.6 +61.7 -61.7 +55.1 -65.1 +49.8 -49.8 +45.6 -45.5 +41.3 -41.3 +38.6 58.6 +35.1 -35.1 Equal-lite 36,964 +80.0 -83.1 +66.7 -66.7 +57.8 -57.8 +62.1 -52.1 +47.6 -47.6 +43.5 -43.5 +40.1 -40.1 +36.8 '-36.8 73" Custom Size 35.131-35.953 +80.0 -81.9 +64.0 -64.0 +56.4 -56.4 +51.0 -51.0 +46.6 -46.6 +42.3 -42.3 +39.4 -39.4 +36.0 -36.0 Shortest 35.049`-36.130 +80.0 -80.6 +61.7 -61.7 +55:1 -55.1 +49.8 -49.8 +45.5 -45.5 +41.3 -41.3 +38.6 -38.6 +35.1 -35.1 76' Tallest 38.464` +80.0 �-80.6 +61.7 -61.7 +55.1 1 -55.1 +49.8 •49.8 +45.6 -45.5 +41.3 -41.3 +38.6 -38.6 +35.1 -35.1 *MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-37.536 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-36.536 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-37.951 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-36.961 - - -- TABLE 3: Bottom Sash Sash Height beslgry Pressure(lbsife)for Glass Types-2&3 Description for Given Range Range(in) Tip to Tip Width j 18 26' 33" 3T' 41" 46' 49" 53-1/9' 24" Equal-lite 12,464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130,0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -124.8 AIR Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80:0 -130.0 +80.0 -130.0 +80.0 -121.6 +80.0 -109.6 +80.0 -99.5 31" Standard ProNew 12.994-15.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +80.0 -109.3 +80.0 -102.6 +80.0 -93.0 Shortest 12.464-12.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0. +80,0 -113.8 +80.0 -103.0 +80.0 -94.3 +80.0 -88.4 Equal-lite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -113.8 +80.0 -102.8 +80.0 -92.2 +80.0 -83.3 �OR( Standard ProNew 15.944-19.651 +80.0 1 -130.0 +80.6 -130.0 +80.0 -130.0 +80.0 1 -125.0 +80.0 -108.4 +80.0 -94.0 +80.0 -84.2 +73.8 73.8 EXTERIOR .38-318" Custom Size 15,131-15.943 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -114.0 +80.0 -101.0 +80.0 -90.6 +80.0 -81.6 +72.0 -72.0 Custom Size 14.131-15.130 +80.0- -130.0 +80.0 -13D:0 +80.0 -129.0 -+80.0 -110.0 +80..0- -97.7 +80.0 -87.1- -+78.8 -78.8 +71.8 --71,8 Shortest 12.464-14.130 +80.0 -130.0 +90.0 -130.0 +80.0 1 -194.0 +80.0 -107.0 +80.0 -94.8 +80.0 -84.0 +76.8 -76.8 +68.9 -68.9 Equal-lite 22.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.1 +80.0 -104.4 +80.0 -91.7 +80.0 -81.8 +73.6 73.6 35 OR( Custom Size 20.131-22.963 +80.0 -130.0 +80.0 -130.0 +80.0 -129.0 +80.0 -110.0 +80.0 -97.7 +80.0 -87.1 +78.3 -78.3 +70.3 -70:3 Standard Provlew 18.594-20.130 +80:0 1 -130.0 +80.0 -130.0 +80.0 -124.0 +80.0 -107.0 +80.0 -94.8 +80.0 -84.0 +76.8 -76.8 +68.9 -68.9 46' Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +80.0 -112.0 +80.0 -99.1 +80.0 -87.5 +79.2 -79.2 +72.0 -72.0 +62.5 -62.5 Custom Size 15.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0. -109.0 +80.0 -96.7 +80.0 -85.4 +78.0 -78.0 +70.8 -70.8 +61.5 -61.5 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +80,0 -83.5 +76.8 -76.8 +69.7 -69.7 +60.6 -60.6 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -127.0 +80.0 -99.8 +80.0 -90.7 +80.0 -81.2 +74.8. -74:8 +67.7 -67.7 +59.6 -59.6 Equal-lite 24.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .114.0 +80.0 -99.1 +80.0 -86.7 +77.0 -77.0 +69.1 -69.1 Custom Size 22.131-24.963 +80.0 -130.0 +80.0 -130.0 +80.0 -120.0 +80.0 -104.0 +80.0 -92,2 +80.0 -82.1 +74.2 -74.2 +66.3 -66.3 Standard Pro)Aew 20.194-22.130 +80.0 -130.0 +80.0 -130.0 +60.0 -112.0 +80.0 -99.1 +80.0 -87.5 +79.2 -79.2 +72.0 -72.0 +62.5 -62.5 49" Custom Size 18.131 -20:193 +80.0 -130.0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +80.0 -83.5 +76.8 76.8 +69.7 -69.7 +60.6 -60.6 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -127.0. +80.0 -99.8 +80.0 -90.7 +80.0 -81.2 +74.8 -74.8 +67.7 -67.7 +59.6 -59.6 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -120.0 +80.0 -94.5 +80.0 -87.3 +79.0 -79.0 +72.9 -72.9 +65.8 -65.8 +58.7 -58.7 Shortest 12.464-1.4.130 +80.0 -130.0 +80.0 -112.0 +80.0 -89.1 +80.0 -82.3 +76.9 -76.9 +70.5 -70.5 +64.2 -64.2 +57.6 -57.6 Equal-lite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -129.0 +80.0 -110.0 +80.0 -97.2 +80.0 -84.9 +75.4 -75.4 +67.5 -67.5 z Custom Size 24.131-25.776 +80.0 -130.0 +80.0 -130.0 +80.0 -120.0 +80.0 -104.0 +80.0 -.92.2 +80.0 -82.1 +73.8 -73.8 +66.0 -66.0 a o Standard ProVlew 20.844-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -109.0 +80.0 -96.7 +80.0 -85.4 +78.0 -78.0 +70.8 -70.8 +61.5 -61.5 EXTERI, 50 5l8" Custom Size 20.131-20.843 +80.0 -130.0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +80.6 -83:5 +76.8 -76.8 +69.7 -69.7 +60.6 -60.6 Custom Site 18.131-20.130 +.80.0 -130.0 +80.0 -127.0 +80.0 -99.8 +80.0 -90.7 +80.0 -81.2 +74.8 -74.8 +67.7 -67.7 +59.6 -59.6 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -120.0 +80.0 -94.5 +80.0 -87.3 +79.0 -79.0 +72:9 -72.9 +65.8 -65.8 +58.7 -58.7 Custom Size 14.131-16.130 +80.0 1 -130.0 +80.0 -112.0 +80.0 -89.1 +80.0 -82.3 +76.9 -76.9 +70.5 -70.5 +64.2 -64.2 1 +57.6 -57.6 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -108.0 +80.0 -86.4 +80.0 -80.6 +75.8 -75.8 +69.3 -69.3 +63.5 -63.5 1 +57.0 -57.0 Equal-lite 31.964 +80.0 -130..0 +80.0 -130.0 +80.0 -105.0 +80.0 -94.5 +80.0 -83.5 +75.4 -75.4 +66.1 -66.1 +58.6 -58.6 Custom Size 28.131-31,963 +80.0 -130.0 +80.0 -120.0 +80.0 -94.5 +80.0 -87.3 +79.0 -79.0 +72.9 -72.9 +64.1 -64.1 +56.7 -56.7 Standard Pro%iew 25:794-28,130 +80.0 -130.0 +80.0 -108.0 +80.0 -86.4 +60.0 -80.6 +75.8 -75.8 +69.3 -69.3 +63.5 -63.5 +57.0 -57.0 Custom Size 24.131-25.793 +80.0 -130.0 +80.0 -105.0 +80.0 -83.5 +79.0 -79.0 +74.8 -74.8 +68.2 -68.2 +.62.3 -62.3 +56.5 -56.5 63" Custom Size 22.131-24.130 +80.0 -130.0 +80:0 -99.0 +80.0 -80.2 +75.9 -75.9 +71.4 -71.4 +65.9 -65.9 +60.6 -60.6 +55.4 -55.4 Custom Size 20.131 -22.130 +80.0 -130.0 +80.0 -93.4 +76.8 -76.8 +72.9 -72.9 +68.2 -68:2 +63.8 -63.8 +58.9 -58.9 +54.0 -54.0 Custom Size 18.131-20.130 +80.0 -130.0 +80.0 -88.6 +73.4 -73.4 +69.5 -69.5 +65.1 -65.1 +61.1 -61.1 1 +57:3 -57.3 +52.1 -52.1 Custom Size 16.131-18.130 +80.0 -129.1 +80.0 -83.7 +69.7 -69.7 1 +65.8 -65.8 1 +62.3 -62.3 +58.9 -58.9 +55.7 -55.7 +50.8 -50.8 Shortest 13.194`-16.190 +80.0 -125.5 +75.8 -75.8 +63.7 -63.7 +61.1 -61.1 +58.9 -58.9 +55.9 -55.9 +52.3 -52.3 +48.6 -48.6 Equal-lite 38.464 +80.0 -130.0 +80.0 -108.0 +80:0 -86.4 +80.0 -80.6 +75.8 -75.8 +69.3 -69.3 +60.7 -60.7 +53.2 -53.2 Custom Size 36.-131--38.463 +80.0 -130.0 +80.0 -102.0 +80.0 -81.8 +77.4 -77.4 +73.1 -73.1 +67.0 -67.0 +60.0 -60.0 +52.5 -52.5 _ Custom Size 34.131-36.130 +80.0 -130.0 +80.0 -96.7 +78.5 78.5 +74.4 -74.4 +69.8 -69.8 +64.8 -64.8 +59.7 -59.7 +52.7 -52.7 76" Standard Protiew 30.994-34.130 +80.0 -130.0 1 +80.0 1 -88.6 +73.4 -73.4 +69.5 1 -69.5 +65.1 -65.1 +61.1 1 -61.1 1 +57.3 -57.3 +52.1 -52.1 Custom Size 30.131-30.993 +80.0 -130.0 +80.0 1 -86.2 +71.6 -71.6 1 +67.7 1 -67.7 1 +63.6 -63.6 +60.0 -60.0 +56.5 1 -56.5 +51.4 -51.4 n,n1.....c:,e 70 1R1 -an 49n ion n 177 0 1 �Qn n I _R1 n I lr-7 0 1 A7 A Ia.AA n I _RA n I �A-1 A I -A4 A . 97 0 -97 0 i9A 9 1 - . An 4 _Fn-i TABLE 4: Bottom Sash Sash Height Design Pressure-(lbsi t2)for Glass Type 4 - - - - Description Range(in) Tip to Tip Width for Given Range 18" 25" 33" 3T' 41" 45" 49" 53-1/8" 24" Equal-lite 12.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A30.0 +80.0 -130.0 Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.0 31" Standard Proview 12.994-15.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 AIF Shortest 12.464-12.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .-130.0 +80.0 -130.0 Equal-lite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Standard Proview 15.944-19.651 +80.0 -130..0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -122.0 +80.0 -112.0 38-3/8" Custom Size 15.131-15.943 +80.0 -130.0 +60.0 -130.0 +80:0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Custom Size -14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0--+80.0 -130.0 +80.0 -130.0 +80.0 -129.6 V OR( Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -124.0 �J Equal-lite 22.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.7 EXTERI, Custom Size 20.131-22.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.3 +80.0' -112.5 a Standard Proview 18.594-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -180.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.1 +80.0 -116.0 45" Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.0 +80.0 -112.5 5®OR( Custom Size 15,131-16.130 +80.0 -130.6 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -127.4 +80.0 -110.7 Custom Size 14.131-15.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.5 +80.0 -109.1 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.9 +80.0 -107.3 Equal-lite 24.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 -110.6 Custom Size 22.131.-24.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.6 +80.0 -130.0 +80.0 -118.7 +80.0 -106.3 Standard Proview 20.194-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130,0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.3 +80.0 -108.6 49" Custom Size 18.131-20.193 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.8 +80.0 -108.1 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130..0 +80.0 -130.0 +80.0 -13.0.0 +80.0 -130.0 +80.0 -121.9 +80.0 -107.3 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +90.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.4 +80.0 -105.7 t Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.9 +80.0 -115.6 +80.0. 1 -103.7 Equal-lite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130,0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0 -108.1 = Custom Size 24.131-25.776 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.1 +60.0 -105.7 a P Standard Proview 20.844-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -1'16.7 +80.0 -104.3 0 50-5/8° Custom Size 20.131-.20.643 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +80.0 -107.4 Custom Size 18.131-20,130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -107.0 Custom Size 16.131-18,130 +80.0 -130.0 +80.0 -130.0 +80.0 =130.0 +.80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.4 +80.0 -105.7 Custom.Size 14.131-16,130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.9 +80.0 -115.6 +80.0 -103.7 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -124.7 +80.0 -114.3 +80.0 -102.6 Equal-lite 31.964 +80.0 -130.0 +80.0 -130,0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0. .105.7 +76.2 -93.8 Custom Size 28.131-31.963 480.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.5 +80.0 -102.6 +73.7 -90.8 Standard Proview 25.794-28.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -104.6 +75.2 -92.6 Custom Size 24.131-25,793 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.8 +80.0 -106.3 +76.4 -94.0 63" Custom Size 22.131-24.130 +80:0 -130.0 +80.0 -130.0 +80.0 -130.0 +80..0 -130.0 +80.0 -128.5 +80.0 -118.6 +80.0 -107.4 +77.0 -94.8 Custom Size 20.131-22.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -122.8 +80.0 -114.8 +80.0 -106.0 +78.3 -96.3 Custom Size 18.131,20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.1 +80.0 -117.2 +80.0 -110.0 +80.0 -103.1 +79.9 -93.8 Custom Size 16.131 -18.130 1 +80.0 -130.0 1 +80.0 -130.0 +80.0 1 -125.5 +80.0 -118.4 +80.0 -112.1 +80.0 -106.0 +80.0 -100.3 +80.0 -91.4 Shortest 13.194'-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -114.7 +80.0 -110.0 +80.0 -106.0 +80.0 -100.6 +80.0 -94.1 +80.0 -87.8 Equal-lite 38.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +86.0 -130.0 +80.0 -112.5 +76.9 -97.1 +66.1 -85.1 Custom Size 36..131--38:463 +80.0 -130.0 -+80.0 --130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -13AS.: +80.0 -111.7 +78.1 -96.1 +68.2 -84.0 - Custom Size 34.131-36.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130:0 +80.0 -12 +80.0 -112,1 +78.4 -96.5 +68.5 =84.4 76" Standard Proview 30.994-34.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.1 +80.0 -11 +80.0 -110.0 +78.7 -96.9 +68.7 -84.5 Custom Size 30.131-30.993 +80.0 -130.0 +80.0 -130.0 +80.0 -128.9 +80.0 -121.9 +80.0 -114 +80.0 -108.0 +80.0 -99.0 +70.2 -86.4 r„ef.....Ci+e '/a ia4 an 4an �.on n _4an n ion n 4an n .,.on n -47)n .ion n .44F 7 �on n -44nlon n 4nA`7 ton n no 4 i7n A on,a TABLE 5: Bottom sash Sash Height Design Pressure Qbs/ft2)for Glass-Types 5-8 Description Range(in) Tip to Tip Width for Given Range 18" 25" 33" 37" 41" 45" 49' 53-1/8" 24" Equal-lite 12.464 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Equal-lite 15.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A30.0 31" Standard Proview 12.994-15.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 Shortest 12.464.-12.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Equal-lite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 EXTI Standard Proview 15.944-19..651 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 -122.0 +80.0 -112.0 38-3/8" Custom Size 15.131-15.943 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80:0 -130.0 +80.0 1 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Custom Size -14.131=15.130 +80.0-- -130.0 - 80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0- -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A30.0 +80.0 -130.0 Equal-lite 22.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.7 Custom Size 20.131-22.963 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.0 +80.0 ,125.3 +80.0 -112.5 Standard PrNew 18.594-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -129.1 +80.0 -116.0 45' Custom Size 16.131-18.593 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80,0 -126.0 +80.0 -113.7 Custom Size 15.131•-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 430.0 +80.0 -130.0 +80.0 -118.6 Custom Size 14.131-15.130 +80.0 -130.0 +80.0. -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.5 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .130.0 +80.0 -119.7 Equal-lite 24.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 -110.6 Custom Size 22.131-24,963 +80.0 -130.0 +80.0 -130.0 +80,0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.7 +80.0 -106.3 �D Standard ProHew 20.194-22.130 +80.0 -130.0 +80.0 -130,0 +80:0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.3 +80.0 -108.6 49" Custom Size 18.131-20.193 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.8 +80.0 -108.1 EXTEF Custom Size 16.1.31-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.5 +80.0 -110.3 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -125.8 +80.0 -112,1 Shortest 12.464-14.130 +80.0 A30.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -129.2 +80.0 -114.9 Equal-lite 25.777 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0 -108.1 35 = Custom Size 24.131-25.776 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -118.1 +80.0 -105.7 a P Standard Prodew 20.844-24,130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +80.0 -116.7 +80.0 -104.3 0 a Custom Size 20.131-20.843 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 .120.1 +80.0 -107.4 f= 50-5/8" Custom Size 18.131-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -119.8 +80.0 -107.0 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -121.7 +80.0 -108.5 Custom Size 14.131-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -124.2 +80.0 -110.5 Shortest 12.464-14.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -127.8 +80.0 -113.4 Equa1-11te 31.964 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.6 +80.0 -105.7 +76.2 -93.8 Custom Size 28.131-31.963 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -117.5 +80.0 -102.6 +73.7 -90.8 Standard Proview 25.794-28.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 .430.0 +80.0 -130.0 +80.0 1 -119.8 +80.0 -104.6. +75.2 -92.6 EXT Custom Size 24.131-25.793 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -121.8 +80.0 -106.3 +76.4 1 -94.0 < 63" Custom Size 22.131-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -123.3 +80.0 A07.4 +77.0 -94.8 Custom Size 20.131-22.130 +80.0 -130.0 +80.0 1 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -126.0 +80.0 -109.4 +78.3 .96.3 Custom Size 18.131-20.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 -130.0 +80.0 -129.4 +80.0 -112.0 +79.9 -98:3 Custom Size 16.131-18.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1 -130.0 +80.0 -130.0 +80.0 -115.1 +80.0 =100.7 Shortest 13.194`-16.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1 -129.2 +80.0 -118.8 +80.0 -103.5 Equal-lite 38.464 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -112.5 +78.9. 1 -97.1 +69.1 -85.1 Custom Size 36.131-38.463 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -111.7 +78.1 -96.1 +68.2 -84.0 Custom Size 34.131-36.130 +80.0 -130.0 +80.0 1 -130.0 1 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -112.1 +78.4 -96.5 +68.5 1 -84.4 76" Standard Proview 30.994-34.130 1 +80.0 -130.0 +80.0 .130.0 +80.0 -130.0 +80.0 -130.01 +80.0 -130.0 +80.0 -113.0 +78.7 -96.9 +68.7 -84.5 Custom Size 30.131-30.993 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 1 -130.0 +80.0 -115.2 +80.0 -99.0 +70.2 1786.4 r....,,--,.,o:.-.. I 7o ea-t an can ion n can n ...an n can n .won n can n -on n I can n I -.on n I _eon n I man n 1 .eeA 0 an n _00 G .,.7n n I ..Ogg TABLE 6: Anchor Quantities-Required for Tip to Tip width "Through-Frame"Installation 18" 25" 33" 3T' 1 41" 45" 49' 53-118" usinq Glass Ty es 1.3 Jamb I Jamb I Jamb Jamb Jamb Jamb Jamb Jamb � � a`i � tr �"i � � w � Bottom Sash N M v g g v M v v n 2 v g g v Description Sash Height y for Given Range Range(in) 0 Y _ _. �o 75 B � TABLE 6b: Q m m m ¢ m a m a m ¢ m a m 24" Equal4ite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type Descriptior Equal-lite 15.964 1 2 1 1 2 1 1 2 1 1 2121 1 2 2 1 2 2 1 2 2 1 2 2 1"' 1/8"Annealed 31" Standard Proview 12-994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 13/16"IG: 1/8"Ar Shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3/16"Annealed - Equal-lite --- 19.652 2- 2 1 2 2 1 2 2--1 2- 2 2 2 2 2 2 2 2 2• 2 2 -2 2 2 - - '"-TIP TO TIP SIZE FOR Standard Proview 15.944-19.651 2 2 1 212 1 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 . 2. LIMITED TO 53-1/8"X 71 38-3/8" Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 '2 2 2 2 2 2 2 Shortest 12.464-14.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Equal-lite 22.964 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 20.131-22.963 2 2 1 2 2 1 2 2121 2 2 2 2 2 2 2 2 2 2 2 2 .2 2 2 Standard Proview 18.594-20.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2121 45" Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 15:131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2121 2 2 .2 2 2 2 2 2 2 Shortest IZ464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Equal-lite 24.964 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2- 2 2 2 2 Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Proview 20.194-22,130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 49" Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 -2 2 3 212 3 2 2 3 2 2 3 2 2 Custom Size 14,131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 t Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 21 21 3 2 2 312 2 3 2 2 Equal4ite 25.777 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 21 2 2 21 2 2 2 = Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 21 2 2 21 2 2 1 2 a Standard Proview 20.844-24.130 21 21 11 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 21 2 2. 2 a Custom Size 20.131-20.843 2 121 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 21 2 2 2 Custom Size 18.131-20.130 3 21 1 3 1 2 1 1 1 3 1 21 1 1 3 121 2 3 2 2 3 2 2 3 2 21 3 2 2 Custom Size 16.131-18.130 3 21 1 3 21 1 1 3 2 1 1 1 3 2 121 3 21 21 3 2 2 3 2 2 3 2 2 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 21 3 21 2 312 1 2 3 2 2 3 2 2 Shortest 12A64-14.130 3 2 1 3 2 1 3 2 1 3 2 21 3 21.2 3 2.1 21 3 2 '2 3 1 2 1 2 Equal-lite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 GLASS TYPE 1: Custom Size 28.131-31.963 3 •3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 MINIMUM SASH HEIGHT FOR.FLANGED WINDOWS IS:TIP TOTIP HE] Standard Proview 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDC Custom Size 24.131-25.793 3 21 1 3 12 1 1 g 3 1 2 1 1 3 2 2 3 2 2 3 2 2 3 2 213 2 2 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:' 63" Custom Size 22.131-24.130 3 211 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIL Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 31 2 1 21 3121 2 3 212 3 2 2 312121 GLASS TYPE 2&3: Custom Size 18.131-20.130 3 2 1 1 3 2 1 3 2 1 3 2 213 2 12 3 212 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP_TO.TIP HEI- Custom Size 16.131-18.130 3 2 1 3 2 1 -3 -2 1- 3 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDC 3 2 2 3 2 2 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS-IS Shortest 13.194"-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIL Equal-lite 3$.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3121 3 3 2 Custom Size 36.131-38,463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 (: c4nm Ci�n Zd 9Z1-qR 1Rn R q 1 A R 1 R A 1 q A 9 n 1 9 1 9 R I A 1 9 .5 A 7 TABLE 7: Anchor Quantities Required for - -Tip to-Tip Width "Through-Frame"Installation 18" 25" 33" 37' 41" 46' 49" 53-1/8" using Glass Ty s 4-8 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb U t5 a rr a�Bottom Sash v g v Z v � -0 g v v g v gDescription Sash Height3 3 3 3Range(in) = o x o = os o = o =for Gi en Range g a� a� o a� a o m .8 -aTABLE 7b: ¢ m m ¢ m ¢ m ¢ m ¢ m ¢ CO 24" Equal-lite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type Descripti Equal-lite 15:964 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 4 13/16'IG:3/16 31" Standard Proview 12.994-15:963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 5 1/8"Tempered Shortest 12.464-12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13/16"IG: 1/8" Equal-lite. - --19.652 2 2 1 2 2 -1 2 -2 1 2 -2 -2 2 2 2 2 2 2 2- 3- --2- 2 3 2-- - 7 3/16"Tempere( Standard ProHew 15,944-19.651 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 13116"IG:3/16 38-3/8" Custom Size 15.131-15.943 2 2 1 2 .2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Shortest 12.464-14.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 Equal-lite 22.964 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 20.131-22.963 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard ProHew 18,594-20.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 45" Custom Size 16,131-18.593 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2. 3 2 3 3 2 3 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Equal-lite 24.964 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard Proview 20.194-.22.130 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 49" Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 2 3 3 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 31 3 2 1 31 3 2 3 Custom Size 14.131-16.130 3 21 1 3 1 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 1 31 3 2 -3 Equal-lite 25.777 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 = Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 a I Standard ProHew 20.844-24.130 2 2 1 2 2 1 2 2 2 2 2 2 2 3 21 2 3 2 2 3 2 2 1 3 1 2 0 a Custom Size 20.131-20,843 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 1 31 21 2 3 3 2 3 3 i= 50-5/8" Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 2 3 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Shortest 12.464-14.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2. 2 3 2 3 3 2 3 3 2 3 Equal-lite 31.964 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 2 3 3 2 .3 3 2 3 3 2 3 3 2 3 -3 2 Standard ProHew 25.794-28.130 3 2 1 3 2 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 Custom Size 24.131-25.793 3 2 '1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 3' 3 3 3 2 3 Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 2 3 2 2 4 2 2 4 2 3 4 2 3 3 2 3 -- Custom Size 16.131--18.-130 -3--2 --1- -3- 2--1- 3 2- 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 Shortest 13.194`-16.130 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 Equal-lite 38.464 3 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 2 Custom Size 36.131-38.463 3 3 1 3 3 1 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 2 r„�t,,..cameo an �aa_as pan a a a a a a a a a a d a d , a 1 9 a 1 9 INSTALLATION DETAILS FOR FLANGE FRAMES iNSTALLATION-OPTION 2--- INSTALLATION EDGE DISTANCE ANCHORED THROUGH FRAME AN( OPTION 1. DIRECTLY INTO CONCRETE/CMU. Bi _ANCHORED THROUGH f" T EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM FRAME OR BUCKSTRIP. I SEE NOTE 2,THIS SHEET. I C7 EMBED- I T- ' .. 4 SASH VISIBLE _ MENT EDGE ' .a m LIGHT WIDTH DISTANCE 1/4"MAX SHIM f 19 FIXED VISIBLE - 26 LIGHT WIDTH It 1 SEE TABLE .�'.a ° •. ., NOTE B,FOR HEAD TYPE 30 18 TYP.ANCHOR TYPE, FIXED EMBEDMENTAND VISIBLE EDGE'DISTANCE PER LIGHT SUBSTRATE,SEE HEIGHT TABLE 8. 31 5 OR 56 32 TIP TO TIP WIDTH TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-A 45 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 14 SEE TABLE 8. 1/4"MAX.SHIM 46 55 DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING TIP 43 OR STEEL STUD.MAY BE VERTICAL OR TO 13. HORIZONTAL.SEE SUBSTRATE TIP 63 USE EITHER 1 PROPERTIES,TABLE 8. HEIGHT SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS INSTALLATION OPTION 4 SASH ANCHORED THROUGH VISIBLE LIGHT FRAME INTO METAL HEIGHT TABLE 8: _ EXTERIOR Anchor Substrate Min. Edge Min. __ _ Distance Embedment 33 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" NOTES: 10 _-- _-_ ._--- #12 Steel, Aluminum,6063-T5 min. 3/8" 0.063" - ---— 18-8 or 410 1)USE( OPTIONAL HI-RISE SS Screw A36 Steel 3/8" 0.063" TABLET 1"WEEP 42 SILL SHOWN.SEE Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga) INSTALL SHEET 10 FOR Concrete(min.3.35 ksi) 1" 1-3/4" THE WII aieI-wan ee --.--- INSTALLATION DETAILS FOR EQUAL-LEG FRAMES.. _.m _ _ - - ---- INSTALLATION OPTION-2 ---- INSTALLATION ANCHORED THROUGH FRAME AN OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU, E ANCHOREDTHROUGH 1— _�--- ------ FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. EMBED- I SASH VISIBLE MENLT LIGHT WIDTH EDGE i•a •�.•, .b ••. DISTANCE 1/4"MAX SHIM :. 19 26 -FIXED_VISIBLE--- - --- U--- — -- --------1----J ' '. ' SEE TABLE . LIGHT WIDTH 3 NOTE B,FOR 30 18 HEAD TYPE ,' •• . .., TYP.ANCHOR TYPE, �d FIXED •` ~ EMBEDMENT AND VISIBLE EDGE DISTANCE:PER °:A LIGHT HEIGHT SUBSTRATE,SEE •a • 5B TABLE 8. 31 5 OR L� BUCK WIDTH 32 TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION Aj 45 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, GIN 4 SEE TABLE 8. 1/4"MAX.SHIM 46 55 I 43 BUCK 13 DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING HEIGHT 68 171 USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE MIDSPAN OR 2 PROPERTIES,TABLE 8. BOTTOM LOCKS SASH INSTALLATION VISIBLE EQUAL OPTION 4 LIGHT LEGBOX ANCHORED THROUGH HEIGHT FRAME FRAME INTO METAL SHOWN EXTERIOR TABLE 8: Anchor Substrate - Min. Edge Min. 33 Distance Embedment NOTES --- 15 — --- — - -12 -- -f--- - P.T.Southern Pine(SG=0.55) 9/1611- 1-3/8" #12 Steel, Aluminum,•6063-T5 min. 3/8" 0.063' 1)USE OPTIONAL HI-RISE 18-8 or410 TABLE: SILL SHOWN.SEE SS Screw A36 Steel 3/8" 0.063" INSTAL 1"WEEP 42 SHEET 10 FOR Steel Stud,Gr. 33 min. 3/8" 0.045"(18 Ga) THE W Ij INSTALLATI.ON_D.ETAILS=FOR--.INTEGRAL FLN FRAMES=_ EDGE DISTANCE I+ EMBEDMENT O EDGE DISTANCE 1/4"MAX SHIM 5 SASH VISIBLE LIGHT WIDTH -- --- - ---- - - -- - -------- ---- -- - --- ---- - 26 1/4,,MAX EMBEDMENT FIXED VISIBLE 2 SHIM LIGHT WIDTH 30 18 TYP,ANCHOR TYPE, EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, VISIBLE SEE TABLE 9. LIGHT HEIGHT 31 5 OR 5B 32 f~ BUCK WIDTH HORIZONTAL SECTION C-C 45 DADE APPROVED MULLION,FBC 14 . COMPLIANT ALUMINUM/STEEL FRAMING 1/4"MAX.SHIM OR STEEL STUD.MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 9. 43 BUCK 13 HEIGHT 63 USE EITHER 1 SWEEP LATCH @ OR STEEL SE MIDSPAN OR 2 46 55 SELF-DRILLING L BOTTOM LOCKS SMS(G5),SEE TABLE 9. SASH VISIBLE LIGHT INSTALLATION HEIGHT OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL 16 STANDARD SILL -EXTERIOR SHOWN.SEE 33 SHEET 9 FOR a 42 - --- ----� - - -8--- - OPTIONAL HI-RISE - - - - - - - -- --------- 1„WEEP NOTCH AT SILL. TABLE 9: � - EACH END Anchor Substrate Min. Edge Min. 1/4"MAX nc stra Distance Embedment - - - - - _ 2.848" �- 2.848" T -- ..062" 1.125" 2.848" � .062" .062" - 2.112" 2.724" 1.489" .062" 062" .062" 987" tE O FLANGE FRAME HEAD O HEAD INTEGRAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O JAN 2.798" � 2: 2.798" 2.798" -� 2.798" -►i 2.841" 3.466" 2.341" 3.508" .062" .062" .062" .062" 1.125" O7 1'.125" FLANGE FRAME SILL O EQUAL LEG FRAME SILL 10 FLANGE E FRAME SILL O INTEGRAL FIN INTEGI FRAME SILL 2.273" 11 SILL-I -�{ 1.300" 2.273" -� 120" STRUCTURAL POLYISOBUTYLENE .170" 2.772" WITH 2.211" 2.10Y DESICCANT- 2.150'" .062" - - - _ -- 062" EXT.GLASS .062" -�-�-Ifs'- --� 1.300" �- -� 1:300" � - --------- - -- 70 KODISPA 13 SASH TOP RAIL 14 FIXED MEETING RAIL 15 SASH BOTTOMRAIL- 8SASH BOTTOM RAIL TABLE 11: Item - # PGT Part# Description Material 51 1 642001 Head, Flange Alum. 6063-T6 2 642017 Head, Integral Fin Alum. 6063-T6 3 624028 Head, Equal-leg Alum. 6063-T6 a 4 624004 Jamb, Flange Alum. 606&:M 4A Jamb, Flange(Used For Altemate Radius Top Head) Alum.6063-T52 1 5 624020 Jamb, Integral Fin Alum. 6063-T6 5A Jamb, Integral Fin(Used For Alternate Radius Top Head) Alum. 6063-T52 6 624031 Jamb, Equal-leg Alum.6063-T6 6A - Jamb, Equal-leg(Used For Altemate Radius Top Head) Alum.-6063•T52 40 HEAD 7 624002 Sill, Flange Alum. 6063-T6 8 624018 Sill, Integral Fin Alum.6063-TS INTERIOR 9 624029 Sill, Equal-leg Alum. 6063-T6 10 624003 Sill, Hi-Rise, Flange Alum. 6063-T6 11 624019 Sill, Hi-Rise, Integral Fin Alum.6063-T6 12 .624030 Sill, Hi-Rise, Equal-leg Alum. 6063-T6 4 14 13 624006 Sash Top Rail Alum. 6005A-T61 14 624005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail-Hi-Rise Alum. 6063-TB JAMB 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Cover Alum. 6063-T6 19 624015 Sash Stop Alum, 6063-T6 25A 624009 IG Bead Alum. 6063-T5 25B 624011 IG Snap Bead Alum. 6063-T5 26 1 624023/24 1/8"& 3/16' Bead Alum. 6063•T6 30 6TP247 Glazing Bead, Bulb Vinyl for#624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for#624009򘖋 Vinyl SAS 32 724046 Sweep Latch(@ Top Rail) Cast Zinc 4 00 SI D 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 34 Setting Block(1/8"X 1/2"X4") Neoprene RAI 35A IG Setting Block (1/8"X 3/4"X 4") Neoprene JAM B 1 35B 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 17 38 724054 Sash Top Rail Gasket Polyethylene -39- 724055 Sash Bottom Rail Gasket Polyethylene 37 40 724057 Head Gasket Polyethylene 41- 724063 Meeting Rail Gasket -- -- ___ ___ _ Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270"X.187", Fin Seal (@ MR) - - - -- 44 67S16G Weatherstrip, .170"X.270", Fin Seal (@ Sash Side Rail) 00 45 Weatherstrip, .170"X.187", Fin Seal (@ Top Sash Rail) 46 varies Balance with Cover&Trim I Riaid Vinvl