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i MIIAMI-DADE " f I r )ti'10 f File � �� PRODUCTM ONTROL-DADECUNTY SEOCTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC F® Miami,FL 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION (786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N DE CO PLIANCE�.miamidade.izov/economy PGT Industries,Inc. ST. L CIE COUNTY 1070 Technology Drive BOCC 1ll3d0 North Venice,FL 34275 �'1 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. 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 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. N ST,-"' / NOA No.20-0406.03 MIAMI-DADE COIJNTY� ,,�^� Expiration Date: May 26,2026 �' y' 08/20/2020 Approval Date: August 20,2020 Page 1 h. 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. 6300JR, 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 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 thra 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. F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6th 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/-2/17, 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. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 E-1 ti• 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 08/29/11, 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 6th Edition (2017) and with FBC 71 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-61' Edition (2017) and FBC-7`h 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. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0406.03 Expiration Date: May 26,2026 Approval Date: August 20,2020 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES.' NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION T( 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: MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMAN MULLIONS / —� SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHEI A-D,G,H; RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP.SHEETS 2-4 SHAPE 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAI 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 I/ / A THRU Cy; i 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRC SHEETS 2-4 F.-__ - I -_ \ SEE DETAILS A THRU G; ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET d _- I — I — ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCH I III I SHEETS 2-4 I i III / I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING VERT. HEIGHT MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT LENGTH HORIZONTAL SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STI SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL / AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTE REACTIONS. FENESTRATION 8)REFERENCE:TEST REPORTS: FTL-6443; ELCO ULTRACON, DEWALT/ELCO AGGRE-GAT( PRODUCTS MAY '—BE OF ANY TYPE. g)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIF MUST SE MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS AF / Ll \ IBY CGI. FENESTRATION PRODUCTS. I 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. SEE DETAILS HORIZONTAL A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDE[ MULL SHEETS 2-4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF T LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE OPENINC MULL HORIZ.MULL LENGTH— 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PF —1 LENGTH I_ I--OPENING WIDTH--I ��` I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR" OPENING HEIGHT 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/F rz) FROM TABLES 1A TF OPENING MULL FOR THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THI HEIGHT LENGTH HORIZ. /�r �% VERT. MULLION CAPACITY(LBS/FT2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRE MULL r� LENGTH LSTEP 1). 1 5) FROM THE SAME TABLE USED IN STEP 4)ABOVE, FIND THE VALUE IN THE NEXT DETAIL A: DETAIL B: MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X OR WOOD FRAMING (OFFSET CLIP SHOWN) WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) it I MULLION I I I •n EITHER THE d I I f SEE SHEETS a I v I 21-23 FOR HOLE d STANDARD OR a I' LOCATIONS OFFSET MULL o EDGE CLIP MAYBE I DISTANCE m ° INSTALLED BY I I I FOR WOOD THIS METHOD, d °a SCREWS / I v L.250"MAX FOR vQ'• 4 I ° ALL MULLIONS 4., v d a. a n v. a ° ^ 4 d d ° a EXTERIOR v 'd EDGE ° a ° Q DISTANCE Q' ° n ° FOR a v MASONRY THE OFFSET CLIP IS ANCHORS Lf RECOMMENDED FOR EXTERIOR d ° FIN-FRAMED ° 4 WINDOWS,BUT MAY ALSO BE USED FOR OTHER FRAME-TYPES. TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1B-166 SEE TABLES 1B-16B EDGE/END ////// DISTANCE SEE TABLES EMBEDMENT BUCKSTRIP 1B-13B T AND A - ATTACHMENT EMBEDMENT' �. BY OTHERS, .a - . SEE NOTE 1, a. Q... .. SHEETI. SIDE VIEW FRONT VIEW DETAIL C: --I f---125 MIN. MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ' VARIES c„ BUCKSTRIP I NOTCHED TO c„ PROVIDE I CLEARANCE BUCKSTRIP I FOR MULL I AND, TOP VIEW CLIP. I ATTACHMENT I BY OTHERS, I SEE NOTE 1, VARIES I SHEET 1. ------------------ I I MULLION I I I d ° I I TYP.ANCHOR EITHER THE 1 d I° Id. I I I PER SUBSTRATE, THE OFFSET CLIP IS STANDARD OR I I I SEE TABLES 1B-13B RECOMMENDED FOR / OFFSET MULL a n �• ° I I FIN-FRAMED L/_INTERS , CLIP MAY BE ° a I•. I I WINDOWS BUT MAY INSTALLED BY °• a I I °I I a' EDGE DISTANCE ALSO BE USED FOR U-CLIP THIS METHOD, d I I I ° I FOR MASONRY OTHER FRAME TYPES. • ° d I. I - ANCHORS a EXTERIOR Q° 4 a ° j FRONT VIEW .. d � a EDGE DISTANCE v ° FOR MASONRY a d ANCHORS d e a v a d a Q TYP.ANCHOR MULLK TYP.ANCHOR PER SUBSTRATE, SE PER SUBSTRATE, SEE TABLES 1B-13B SEE TABLES 113-138 (STAND, BUCKSTRIP STRUCTURE AND ATTACHMENT TYP.ANC e:. BY OTHERS, ———— PER SUB EMBEWENT' o .a SEE NOTE 1, " , q• SEE TAB • 4 SHEET 1. •� a� EDGE DISTANCE ` MIN 2.7 KSI CONCRETE OR CMU SEE TABLES �\ MIN 2.7 KSI CONCRETE OR CMU 1 B-13B ` FRONT VIEW SIDE VIEW \\ INRTAI I ATION NOTFR• 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. 49CMULLION O O 0 0 O O O O SIDE VIEW SHOWN WITH 1"X4"X.125" I TOP VIEW ^ MULLION I EXTERIOR �h 1 I STANDARD MULLION CLIP TYP.ANCHOR I I PER SUBSTRATE, CONDITIONS.S. ` MODIFIED FIT FIELD I SEE TABLES 1B-14B I `� MULLION I I I 2"X5"X.125" ANGLE CLIP, 1 I I I 2 PER MULLION END, I I I MUST BE INSTALLED INSIDE OF MULL. I 1 I I I �TYP.ANCHOR PER SUBSTRATE, SEE TABLES 18-138 INTO WOOF STEEL,ALUI INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR O4r,%A -� O I O INTO WOOD,STEEL, ® x ALUM,CMU OR MASONRY 1 O EDGE DISTANCE PER TABLE 1A Mullion Capacity Table Ibse Opening Width(for vertically-spanning mullions)or Opening Height(forhorizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in NO in 120 in Rectangular Trap/Trieng. Rectangular Trap/Triang. Rectangular Trap/Triang. [�-7egular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectani 1 X 2 X.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadii Alum.Tube ,i,, B, wT w 41 MUIIIOn m CL v ° C0. o aca U ° d (ynao 0.0 r� U/0 0 CO U m iU U U U U U U U U C CCv C 0. CL 13 U .0 V 3 C c p � c ' o 2 .2 ° .2 2 2 2 c cCr ° _ ' cEr G c � mtc m c iu cCrQ0. Z. O_ � a n S d UmmcQ � � � aQ QQ C evt`N'�Y Ut0.op w 42 in 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107,8 321 69.9 408 104.4 319 1 62.1 408 1 104.0 319 1 55.9 408 104.0 319 46.6 408 104.0 319 39.9 48in 74.9 312 83.8 258 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 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 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 219 22.8 54 in 52.6 247 57.5 207 43.9 247 49.8 202 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 m60in 38,4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19,2 200 25.9 157 16.0 200 25.0 156 J 63In 33.1 181 35.3 155 27:6 1 181 30.3 152 23,7 181 26.9 149 20.7 181 24,5 146 18.4 181 22,8 144 16.6 181 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 19.7 109 15.7 125 16.8 107 78 In 1.7.5 118 18.2 104 TABLE 1 B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor T 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Type: 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" 1`' 2-112' 1" 2-1/2' 1" 2-1/2" 1" 2-11, Embedment(in): 1-3/4" 1-3/4" 1-314' 1-3/4" 1-3/4" 144" 1-3/4" 1-314" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4 2 Anchors @ 4.76'Min.O.C./Standard or Offset Clip(Fig_1): 390 lbs 390 Ibs 450 Ibs 890 lbs 310lbs 630 lbs 220lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 58011 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 Ibs N/A N/A 320 lbs 1260 lbs 370 lbs N/A NIA NIA 380 Ibs N/A NIA N/A 740 Ibs NIA N/? j 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 lbs 1740 Ibs 1896 lbs 540 lbs 560 Ibs WA 760 lbs 460 Ibs 740 lbs 640 Ibs 1160 2 Anchors @ 0.45"Min.O.C.I U-Clip,into.125"Alum.(Fig.4): N/A NIA N/A WA N/A N/A NIA NIA NIA WA fJ/A WA WA NIA NIA NIA N/A 1 Anchor/F-Clip(Fig.5): 195 Ibs 195 lbs 225 Ibs 445 Ibs 155.Ibs 315 lbs 110 Ibs 435 Ibs 822 Ibs 135 lbs 140 Ibs 177 lbs 370 Ibs 115 Ibs 185 Ibs 160 lbs 29011 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.B): 240 Ibs 350 lbs NIA N/A 160 Ibs 630 Ibs I 185 Ibs NIA N/A N/A 190 Ibs NIA N/A I N/A I 370 lbs N/A N/P NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ® © 0 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 AND/OR OPENING WIDTHS IS ALLOW, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR,EXACT DIMENSIONS,SE F-a ® 11 11 A a I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS.SHOWN ON TABLE 2A Mullion Capacity Table Ibsfftz Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning muflos) 50 in 60 in 70 in 8o in 90 in 100 in 120 In Rectangular TraprTriang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Traprrdang. Rectangular Trap/Triang. Rectangular Trapf Tang. Rectangular Trap/Triang. Recta 1 X 2 K.375 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa Alum.Tube a a Z, z A� Z_ Z� Z' 2� z a <� Z' 41 41 41•n b "v �. o v & •c3 c5 n o o o v 'v v •a v o Mullion N y fn to y ca co y to m m fJ U G v U A m m e N m G i0 'G G W C N m G {np G CZ a..O PL G �. m a a n Cp..� cN. sc4i. G. C� ,(}�a U U (1_� C� _ C� •p U (_� U _ Uv U rU.. �v ,p (•�.1 O' O U O V Q o V G p ` .0 C = 7 �C .0 7 .29 IC t D C t '� tj 2 O ^ o 2 C ^ 2 O pr C 7 C 7 42 in 170.0 620 170.0 435 151.3 662 1 170.0 478 1 1;i29..7TJ 662 170.0 506 113.5 662 1 169.5 518 100.9 662 168.9 517 90.8 662 168.9 517 75.7 662 168.9 517 64.9 48 in 121.E 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 89.0 396 50.7 507 99.0 396 43.4 50.625 in 103.7 456 114.6 379 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 60.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 42.7 400 623 314 35.6 400 61,8 313 30.5 sr 60 in- 62.3 324 66.9 276 51.9 324 57.5 270 44.5 324 51.2 264 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 255 2fi.0 324 40.5 253 22.2 to 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 2R0 268 31.6 215 23.4 268 29.8 212 19.5 268 28.0 210 16.7 M 721n 36.0 225 37.9 196 30.0 225 32.2 191 25.7 225 28.4 188 22:5 225 25.6 185 20.0 225 23.5 182 18.0 225 22.1 180 15.0 225 20.3 177 12.9 76 in 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 IT 202 19.7 165 15.3 202 18.4 163 12.8 202 16.7 160 10.9 78 in 28.3 192 20.6 168 23.6 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 15.7 192 18.1 157 14.2 192 16.8 155 11.8 192 15.2 152 10.1 90 in 18.5 144 19.0 128 15.4 144 16.1 126 96 in 15.2 127 15.6 113 TABLE 2B Substrate: 27k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor AnchorT 3/16'Eico 1/4"Elco 3/16'DeWalt 114"DeWalt 5/16"Elco 3116"Elco 114"Eico 3/16'DeWalt 114"DeWal Capacity YPe 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' 3-1/6' 1" 2-1/2' 1" 24Z 1" 24/2' 1" 2- Embedment(in): 1-314" 1314' 1 314" 1 13I4" 1314" 1314" 1314' 1-W4" 2' 1-114" 1-1/4" 1-1/4" 1414" 1-114" 1-114" 1-1/4" 1- F2Anchors chors @ 4,75"Min.O.C.I Standard or0lrset Clip(Fig.1): 390 Ibs 3901bs 450 Ibs 890lbs 310 lbs 6301bs 220 Ibs 8701bs 1644 Ibs 270lbs 280 lbs 354lbs 7401bs 2301bs 370 Ibs. 320lbs 58( ors @ 1.15'Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs N/A NIA 320 Ibs 1260 lbs. 370 Ibs NIA NIA NIA 360 Ibs NIA N/A N/A 740 Ibs N/A N 4 Anchors @ 3"Niln.O.C./(2)2x5 Angle Cllps/(Flg,3): 780 Ibs 780 Ibs 680 Ibs 1560 ibs 62D Ibs 12601bs 440 Ibs 1740 Ibs 1896 lbs; 5401bs 560 Ibs NIA 760 Ibs 4601bs 740 Ibs 6401bs 116 @ 0.45'Min.O.C.1 U-Glp,into.129,Alum.(Fig.4): NIA N/A NIA NIA N/A N/A N/A NIA N!A N/A NIA N/A NIA NIA NIA NIA N 1 An Cho, F-Clip(Fig.5); 195 Ibs 195 Ibs 225 Ibs 445 Ibs 155Ibs 315 Ibs 110lbs 4351bs 822lbs 136lbs 140 Ibs 1771bs 370 Ibs 1151bs 185 Ibs 160 lbs. 29C 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.Q:j 240 Ibs 350 Ibs I N/A N/A 1 160 Ibs 630 Ibs 185 lbs N/A N/A N/A 190 Ibs N/A NIA NIA 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 INFORMATI ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOW/ TABLE 3A Mullion Capacity Table(lbsKe) 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 TraplTdang. Rectangular TraplTriang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Recta Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa- .375 Alum. Tube Z_ Z' � Z" Z, � � _ Z ci o o c� 8 0 'o '6 '� c��. n c� v i3.� u S.. 'v o e '� m m m ro a m men m co a m c' �i a c c �° a B c �_ b° m m m V V41 n a s 4 p a N l0 l0 N a N ; 0 N Mullion no n _ U_ U U Uc 1p _ me d`�_ Uc t`� _ Uc U Uv U `c� c N7O. 0 UUU Uc m me io me v �c m m� C- c,� a C v U U U (�j U 'pyL 7 2 � 7 r L 7 O _ I] O.0 L O iR �' O t5 O O O N O` 0 O ti E_ C {V .9 CC N r 7 N V V N V O' N VS rt' V - U O' U Q. t L _•�C .G 7 _ t 7 _ L 7 C LQo � a QlL � � ¢ K � c atr �c ¢ aoj ��c ¢ � �c ¢tY � c Q � g � c a�i � �^ c d Di No ¢tr QK Qa �c QfL'Qtr � c Q [C �c42 in 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.o 1116 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5j 48 in 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1138 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 50.625in 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 69A 60 in 141.1 735 151.5 625 1 117.6 735 130.3 611 100.6 735 116.0 599 68.2 735 106.2 590 78.4 736 99.5 583 70.5 735 95.1 578 58.8 735 91.8 574 50.4 63in 121.9 666 130.6. 570 101.6 666 111.5 5.57 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60.9 666 79.6 526 50.8 666 75.8 521 43.5 t c 66 in 106.0 607 112.4 522 88.3 607 96.1 511 1 15.7 607 85.0 501 66.2 607 77.1 493 68.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 476 37.9 Q 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 40.8 510 50.0 408 34.0 510 45,9 402 29.2 76 in 69.4 458 1 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 41.6 366 28.9 458 37.7 362 24.8 78in 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 90in 4.1.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 96in 34.4 287 35.4 257 28.7 287 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 20.2 227 20.8 201 17.3 227 18.0 198 15.1 227 16.0 195 1111n 22.3 215 22.7 194 18.6 215 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 AnchorT 3/16"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 114'DeWalt Capacity yam' Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (lbs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" 1" 2-112" 1" 2-112" 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" 1-3/4" 1-3/4" 1.314" 2" 1-1/4" 1-1/4" 1=1/4" 1-114" 1-114" 1-1/4" 1-114" 1-1 2 Anchors @ 4.75"Min.O.C.!Standard or Offset Clip(Fig.1): 390 lbs 390 Ibs 450 lbs- 890 lbs 310 Ibs 330 Ibs 220 lbs 870 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 580 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 lbs N/A NIA 320 Ibs 126D Ibs 370 lbs N/A WA N/A 380 lbs WA N/A NIA 740 lbs N/A Nl. 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 Ibs 780 lbs 680 Ills 1560 lbs 620 lbs 1260lbs 440 Ibs 1740 lbs 1896 lbs 540 lbs 560 lbs N/A 760 lbs 460 lbs 740 Ibs 640 lbs 1160 2 Anchors @ OAT Min.O.C./U-Clip,into.12-5-"Alum.(Fig.4): NIA WA WA WA N/A N/A NIA NIA NIA WA WA NIA WA N/A N/A NIA N/, 1 Anchor!F-Gip(Fig.5): 195 lbs 195 lbs 225 lbs 4451bs 1551bs 315 lbs 1101bs 435lbs 822 Ibs 135 Ibs 140 lbs 177 Ibs 370 Ibs 115 Itu 185 lbs 160 lbs 290 2 Ahchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 lbs 350-lbs NIA WA 160 Ibs 630 Ibs 185 Ibs N/A NIA 1 WA 190 lbs N/A WA NIA 370 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. N/A Nl, 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 25 FOR INFORM. TABLE 4A Mullion Capacity Table Ibsfle Opening Width(for verlically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 11 100 in 120 in 1 x 2.75 x Rectangular Trap/Tiiang, Rectangular TrapfTriang. Rectangular IMp/Tdang. Rectangular Trap/Tdang. Rectangular Trap/THang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectanc .650 Alum. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadil Tube ?FW (W3_ �W -2:1rW, W -i� Z' � (i o . ( s 3a n ba �a a n as oa a ak k W c . n CL CL (0 W 0 W � W W W W W NMullion M . G , n W W W W W W o a nn {pp G (0 W C. N U U U va U _ U•o U Ua U U •o U U -o U U-a v_ Uv U U •p U U U _ Ua U Ua _ d_ ry d (� (j (� L 7 V L � O(C = O¢' L 7 C L 7 L j O t_� L C L j O L O Q-•' _ O .0•� O C .VL .�7 L 7 _ V ® > C N _ V N = V O' j V rr f0 V O' - V or 42 V V Cr N V O' - V - N V Cr C• N �a �(L' �c Q � � c N .� c .m �,o c w �� c m �,� c r6� � � c m > >� a c °� � -0 ��N �c 4 ) 75 d c d`D �c Q �c Q c Q c ¢rY �c Q �c Q �c Q� c Qtr 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 1 170.0 519 170.6 1116 170.0 621 170.0 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 1276 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 1 170.0 723 162.6 1286 V0.0 747 146.3 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 170.0 856 100.5 1130 170.0 861 86.1 60in 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 87.9 915 118.5 720 73.2 915 114.4 715 62.8 63in 151.8 830 161.9 710 126.5 830 138.9 694 108.5 830 123.2 681 94.9 830 1.12.2 . 670 84.4 830 1 104.E 02 75.9 1 630 99.4 656 63.3 830 94.5 649 54.2 s 66in 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 89.1 606 66.0 757 84.2 600 55.0 757 79.0 593 47.2 J 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 76in 86.5 571 90.4 498 72.1 571 76.8 468 61. 571 67.4 479 54.1 571 60.6 471 48.0 571 55.5 464 43.2 571 51.8 459 36.0 571 47-0 451 30.9 781n 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 90In 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.6 334 21.7 407 26A 327 18.6 96in 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 23.6 358 26.1 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 108 in 30.1 283 30.8 255 25.1 283 1 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 15.1 283 16.5 237 111 in 27.8 267 28.3 242 23.1 1 267 23.8 238 19.8 267 20.6 235 17.3 267 18.3 231 15.4 267 16.5 228 120in 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"DeWalt 1/4"DeWalt 5/16"Elco 3116"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 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" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" 2-1/: Embedment(in): 1-3/4" 1-314" 1-3l4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-114, 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1k 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310 lbs- 630 lbs 220 Ibs 870 Ibs 1644 Ibs 270 lbs- 280 Ibs 354 Ibs 740 Ibs 230 lbs 370 Ibs 320 Ibs 58011 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs N/A WA 320 Ibs 1260 Ibs 370 Ibs NIA WA NIA 380 lbs WA WA NIA 740 Ibs NIA N/A 4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 Ibs 680 lbs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 lbsAlbs lbs 560 Ibs NIA 760 Ibs 460 Ibs 740 Ibs 640 Ibs 11601 2 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.4): NIA NIA N/A N/A WA N/A N/A N/A /A N/A N/A N/A N/A NIA NIA N!A 1 Anchor/F-Clip(Fig.5): 195 Ibs 195 Ibs 225 lbs 445 Ibs 155 Ibs 315 lbs 110 lbs 435 IbsIbs 140Ibs 177 Ibs 370Ibs 115 Ibs 185Ibs 160Ibs 290II 2Anchors @ 1.16"Min.O.C:/F-Clip(Fig.6): 240Ibs 350Ibs NIA WA 160lbs 630Ibs 185lbs N/AA 190 lbs N/A WA N/A 370 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 1: FIGURE 2: TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIO. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 5A Mullion Capacity Table Ibsi'fta Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 1 80 in 90 In 100 in 120 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular Traprrdang. Rectangular Trap/Trieng. Rectant 1"R 3.126"X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loads .600"Alum - 2:1 Z' Z�a� Z, �r. Z' Z. Z' Z�'.. � � te � . � s 'ES aTube Mull mm A m m � , � . b.2 � ` W m m m M ;.2 a.o o. c CL o n07 0 0 0G to G 0 nnaaaaa a_ n 3 os 0 W f0 (0 G (0 U U•O U U v U U-p U U'p U U•p �..� _ Uv U Uv U Uy U Uv U U -0 U U'o U U•o U Uv U _ U •o U d ((yy (V� iz L•7 0 v t 7 �" L O C L O t O t� L O tC t 5 O O D O N O O i� O O O O ff"' ` O ` O_ O G_ V tr jn U r1 O tr '� .- .r 7 L 7 - L 7 .- .0 L .- t•7 t 7 Q� �c Q � �c Q� �c QM Q� �c Q u tr 0 tr rY �c m o c °> >-0 c m yo c Pi 5n w c5� W N c4i c �� �G ¢� �G ¢� �G ¢� � G as ¢� ¢a JL 42 in 170.0 620 1 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 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 170.0 680 157.7 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 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 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 1156 156.5 917 111.0 1156 149.7 910 92.5 1156 144.5 903 79.3 63in 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 88.5 s 66in 186.8 955 170.0 789 139.0 955. 151.3 804 118.1 955 133.7 788 104.2 955 121.4 775 92.6 955 112.E 765 83.4 955 106.4 757 69.5 955 99.8 749 59.6 m 72 in 128.5 803 134.9 697 107.0 803 114.9 662 91.6 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 78.6 642 53.5 803 72.2 632 45.9 J 3 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 70.4 567 56.1 684 64.4 558 50.5 684 59.9 551 42.1 684 54.1 541 36.1 90in 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 19.4 108 in 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 22.7 303 19.0 357 2078 299 15.9 357 16.0 293 11 13.6 Min 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 �24 17.5 338 19.0 284 14.6 338 16.5 278 12.5 120In 27.7 289 28.2 263 23.1 289 23.7 259 19.8 289 20.5 256 1.7.3 289 18.1 252 15.4 289 16.3 13.9 289 14.9 246 11.6 289 12.8 240 9.8 TABLE 5B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor Type: 3/16"Elco 1/4"Elco 3116"DeWalt 1/4"DeWalt 6/16"Elco 3116"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon 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" 2-1/2" 1" 2-1/: Embedment(in): 1-314" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 1-3/4" 2•' 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/( 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 310lbs 630 Ibs 220 Ibs 870 Ibs 1644 lbs 270 lbs 280 Ibs 3541bs 740 Ibs 230 lbs 370 lbs 320 lbs 580 I. 4 Anchors @ 1.15'Min.O.C./Standard(or Offset)Clip(Fig:2): 480 lbs 700 Ibs N/A WA 3201bs 1260 lbs 370 lbs N/A N/A N/A 380 lbs NIA MIA N/A 740 lbs N/A NIA 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 lbs 680 lbs 1560 lbs 620 Ibs 1260 lbs 440 lbs 1740 lbs 18961bs 540 lbs 560 lbs WA 760 lbs; 460 lbs 740 lbs 640 lbs; 1160 3Anchors @ 0.45"Min.O.C./U-Clip,Into.125"Alum.(Fig.4): WA NIA N/A WA WA N/A NIA WA WA WA NIA N/A WA N/A N/A N/A NIP 1 Anchor/F-Clip(Fig.5): 195 lbs 195 lbs 225 lbs 445 lbs 155lbs 315 lbs 110 Ibs 435 Ibs 822 lbs 135 Ibs 140 lbs 117 Ibs 370 lbs, 115 lbs 185 lbs 160 lbs 29011 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 lbs 350 lbs NIA WA 160 lbs 630 lbs 185 Ibs NIA WA N/A 190 lbs N/A WA N/A 370 lbs N/A NIP 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 INFORMAT SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 6A Mullion Capacity Table(lbsW) 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/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trapfrriang. Rectangular Trap/Triang. Re 1 X 4 x.125 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading I Alum.rube aO aC mN C7a La v7E�OTl OCn1aaO _ UaC s ao _ UC; Qy 7G N U iS N zeLU 7V Alcyu- L 7 y u Mullion 0 C CL W M UNa aa a _ _ a a a aaGaU U o U 0 0 0 O 0 O9 Ua U'Q U (0 � U o c •L15 ryt aU Q a O U Q c 0 G G Q a G Q g c Q 2� �2 c Q a rL c Q G Q rY c Q c Q ° Q C c Q c 2^c 42in 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 14! 48in 170.0 708 170.0 524 170.6 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 680 11• 50.625in 170.0 747 170.0 563 170.0 896 '170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 10( 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 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 1 170.0 797 142.9 1042 16l.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 90.7 992 114.8 756 75.6 992 108.4 745 64 rs 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 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59 72 in 135.9 849 142.7 737 113.2 849 121.6 722 97.0 849 106.9 708 84.9 649 98.4 696 75.5 849 88.7 686 67.9 849 82.7 675 56.6 849 75.3 659 48 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 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41 78in 106.9 724 111.4 634 89.0 724 1 94.6 621 76.3 724 82.9 609 66.8 724 74.4 599 59.4 724 68.1 691 53.4 724 63.4 583 44.5 724 67.3 573 38 90in 69:6 543 71.8 483 58.0 543 60.7 474 49.7 643 52.9 466 43.5 1 543 47.1 458 38.6 543 42.8 452 34.8 543 .39.5 446 1 29.0 543 34.9 436 24 96 in 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 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 20 108 in 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 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 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 120in 29.3 306 29.8 279 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 267 16.3 306 17.3 263 144 in 17.0 212 17.2 196 TABLE 6B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor Anchor T 3/16'Eico 114"Elcc 3/16"DeWalt 1/4"DeWalt 5116"Elco 3/16"Elco 114"Elco 3116"DeWalt UP De' Capacity 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" 3.1/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 1" Embedment(in): 1-314" 1-3/4" 1-3/4" 1-34' E3110-3/4" 13/4" 2 Anchors @ 4.75"MIn.O.C./Standard or Offset Clip(Fig.1&2): 390 Ibs 390 Ibs 450 Ibs 890 Ibs Ihs 630 Ibs 220 Ibs 870 Ibs 16441bs 270 Ibs 280 Ibs 354 Ibs I 740 Ibs 230 Ibs 370 Ibs 320 ibs 4 Anchors @ 2.25"Min.O.C./Standard(or Offset)Clip(Fig.3): 700 Ibs 700 Ibs 580 Ibs 1410 Ibs 620 lbs I 1260 Ibs 420 Ibs 1720 Ibs 952 Ibs N/A 560 Ibs NIA 630 Ibs 390 Ibs 740 Ibs 510 Ibs 8 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Fig.4): 960 Ibs 1400lbs N/A WA 640 Ibs 2520 Ibs 740lbs NIA NIA NIA 760 Ibs N/A N/A NIA 1480 Ibs NIA 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 1896 Ibs 540 lbs 560 Ibs N/A 760 ibs 460 Ibs 740 Ibs 640 Ibs 6 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1170 Ibs 1170lbs 1020 Ihs 23401 930 Ibs 1890lbs 660lbs 2610 Ibs 2844 ibs 810 Ibs 840 Ibs WA 1140lbs 690lbs 1110 Ibs 960 Ibs 4 Anchors @ 0.45"Min.O.C./U-Clip,into.125"Alum.(Fig.7): NIA N/A NIA N/A WA WA N/A N/A WA WA WA WA N/A N/A N/A N/A 2Anchors @ 2.25"Min,O.C./F-Clip(Fig.8):j 350 Ibs I 350 Ibs 290 Ibs 7051bs 310lbs I 630 Ibs 210lbs 860 Ibs 476 Ibs WA 280lbs WA 315 Ibs 195 Ibs 370 Ibs 255 Ibs 4 Anchors @ 1.15"Min.O.C./F-Clip(Fig.9):1 480 Ibs 700 Ibs N/A WA 1 3201" 1260 Ibs 370 Ibs WA WA I N/A 380 Ibs N/A WA N/A 740 Ibs N/A 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 q. Fiat 1PP o' TABLE 7A Mullion Capacity Table(ibsM) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 60 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 Trap/Tdang. Rectangular Trap/TOang. Rectangular Trap/Thang. Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectal Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loac Alurn.Tube .� o c5 ci v •o ci •� •8 o n 'n v v o 'o a o Ti o o v n O co •o .k Mullion � a CL� a a. n nc a nn c as n mad n n� ii as a `s n c an a v a o 8 c`3 � C`Y _ c � ci _ t`5� c v � t`3 c`3 v � _ C`3 v c � cS 8 v p O O O CO O •. O C O C O C O C O C C ] C G d C (� 4 C O C 7 L 7 t L .� y L 7 O L O L•� O L•_-= O =.= O Nay �Ot ... O ,L O ._ O .ram O.= O •O C C7 7 A O y 7 C N 7 C y 7 L 7 0 0 7 .O C y O C 7 C y 7 C N 7 j3 C N 7 .G C N O O .0 C N 7 �c Q � ¢ K � c QD: � c � D: � c Qd' � c Q0: .mac Qa � c Qa gc Qa �dc ¢ tr �c � � � c Q � � c 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 176.0 1240 170.0 521 170.0 1488 170,0 621 170.0 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 50.625 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 170.0 756 156.0 54in 170.0 797 170.0 612 170.D 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 170.0 856 159.9 1799 170.0 861 137.1 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 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 166.7 1642 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1156 100Y 66 in 170.0 974 170.0' 789 170.0 1169 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 147.6 1108 91.8 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 86.0 1320 117.0 1024 75.4 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 7 78 in 166.1 1124 170.0 967 138.4 1124 147.0 965 118.E 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83.0 1124 98.5 906 69.2 1124 89.0 890 59.3 90in 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 65.5 702 54.0 844 61.4 693 45.0 844 54.2 678 38.6 96 in 89.1 742 91.5 663 74.2 742 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 53.8 521 44.7 586 46.6 513 39.1 566 41.4 505 34.8 586 37.3 498 31.3 586 34.2 492 26.1 586 29.6 481 22.3 Ill In 57.6 555 58.6 503 48.0 555 49.5 495 41.2 555 42.9 487 36.0 655 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 38.0 475 39.0 426 32.6 475 33.7 420 28.5 475P17 .8 414 25.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 395 16.3 144 in 26.4 330 26.7 306 22.0 330 22.4 30'1 18.9 330 19.3 297 16.5 330 .0 293 TABLE 7B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor Anchor Type: 3116"Elco 1/4"Elco 3/16"DeWait 1/4"DeWait 5/16"Eloo 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultr.acorl+ (Ibs) Edge Distance(in): 1" 2-112" 1" 2-11T 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): 1-314" 1-3/4" 1-314" 1-3/4" 1-314" 1-3/4" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1F 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1&2): 390 Ibs 390 lbs 1 450 lbs 890 lbs 310 lbs 630 lbs 22.0 lbs I 87&fti-T 1644 Ibs 270 lbs 280 lbs 354 lbs 740 lbs 230 lbs 370 lbs 320 lbs 5801 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 1720 lbs 952 lbs N/A 660 lbs NIA 630 lbs 390 lbs 740 lbs 510 lbs 1060 8 Anchors @ 1.15"Min.O.C.I Standard(or Offset)Clip(Fig.4): 960 lbs 1400 lbs NIA NIA 640 lbs 2520 lbs 740 lbs N/A NIA WA 760 lbs N/A WA NIA 1480 lbs NIA W/ 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780 lbs 780 lbs 660 lbs 1560 lbs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896 Ibs 640 lbs 660 lbs N/A 760 Ibs 460 lbs 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 lbs 1890 lbs 660 lbs 2610lbs 2844 lbs 810 lbs 840 lbs WA 1140 lbs 690 lbs 1110 lbs 960 lbs 1740 4 Anchors @ 0,45"Min.O.C./U-Clip,into.125"Alum.(Fig.7): NIA NIA NIA NIA N/A N/A WA NIA N/A WA WA N/A WA NIA N/A NIA Nl/ 2 Anchors @ 2.25"Min.O.C./F-Clip(Fig.8): 350 lbs 350 lbs 290 Ibs 705 Ibs 313 lbs 630 Ibs 210 lbs 860 lbs 476 Ibs NIA 280 Ibs NIA 315lbs 195 lbs 370 lbs 255 lbs 5301 4 Anchors @ IA5"Min.O.C./F-Clip(Fig.9): 480lbs 1 700 lbs NIAI N/A 1 320 lbs 1260 lbs I 370 lbs NIA NIA N/A 380 Ibs I N/A N/A N/A 740 lbs N/A I N// NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGI IRF 1 FIMIRF T Fihl IRF.• Mr-'f rRF A• rrr±i roc o. r11+1 fnr_ 1)SEE SHEET 1 FOR INSTRUCTIONS OKI I ISINC;THE TARI FR AAIr)Rur-FT 19 Cno rnrt TABLE 8A Mullion Capacity Table(lbs/f) 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 1.25"x Rectangular TrapfTriang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/itiang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Recta 3.188"x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loa .265"Alum i' � N _ U_ _ UtGG" _7�i U UtUr Nv UU _ CtU�v7 •UaU UU �u • ybd Uf0 UU •[o=Y (�[�C) ccc a Tube Mull o M 4 . . O. V�u N:weUV Uv U U U U U 4 GN Lr0. w C L L•O .5 O O O O p N` Vupf¢ a ItNcQ :3 9 5 o �Q cQ QQ 421n 170.0 620 170.0 435 1 170.0 1 744 170.0 478 170.0 868 170.0 5W 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 W0.0 521 170.0 48 in 170.0 708 170.0 624 170.0 1 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 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 1.70.0 747 167.0 1468 170:0 756 139,2 1468 170.0 756 119.3 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 60in 170.0 885 170,0 701 170.0 1063 170.0 797 J 158.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 166.8 919 1 111.2 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 1051 1 155:9 862 120.1 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 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 d72 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 7 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 90in 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 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 108in 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 28.4 313 23.8 358. 25.2 308 21.2 358 22.7 304 19.1 3.58 20.8 300 15.9 358 18.0 293 111 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 12D in 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256 17.4 29D 18.2 253 15.4 290 16.4 249 144 in 16.1 201 16.3 186 TABLE 8B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor AnchorT 3/16"Poo 1N'Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Eico 1/4"Eloo 3/16"DeWalt 1/4"DeWalt Capacity yPe- Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-112" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" 3-1/8" 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" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-114" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4' 1-1/4" 1-1/ 2 Anchors @ 4.75"Min.O.C./Standard or Offset Clip(Fig.1): 3 00 Ibs 390 Ibs 450 Ibs 890 lbs 310 Ibs 630 lbs 220 Ibs 87016s 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 230 Ibs 370 Ibs 320 Ibs 6801 4 Anchors @ 1.15"Min'.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 Ibs N/A N/A 320 Ibs 1260 Ibs 370 Ibs WA NIA WA 380 Its WA N/A NIA 740 Ibs N/A N// 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 Ibs 680 Ibs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 lbs. 1896 Ibs [5,40 Ibs 660 Ibs WA 760 lbs 460 Ibs 740 Ibs 640 Ibs 1160 4 Anchors @ 0.45"Min.O.C./U-Clip,Into.125"Alum.(Fig.4): WA WA NIA WA WA WA NIA WA NIA WA WA WA WA N/A N/A NIA NO 1 Anchor I F-Clip(Fig.b): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 1551bs 315 Ibs 110 Ibs 435 Ibs 822 Ibs35 Ibs 140 Ibs 177 Ibs 370 Ibs 115 Ibs 185 Ibs 160 Ibs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240 lbs 350 Ibs NIA WA 166 Ibs 630 Ibs 185 Ibs WA WA WA 190 Ibs WA WA N/A 370 Ibs N/A 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 11 nni I nAnInIP- CGG C?u='r[ .,.. r.„�..r••..r-r.,.. .....•.... . ._.,...____..___ TABLE 9A Mullion Capacity Table(Ibs/ft2) Opening Width(for vertically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 96 in 100 in 120 in 140 1.25 x 3.25 Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/triang. Rectangular Trap/Triang. Rectangular Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x.100 Alum.Tube ._ :11� zl 2 r '& o r. � o.� S s.•� o n u o.-, v.,, o u •., o u .� u o .-. dt Mullion S toot (`4 _ `cg cp3 G ('C3 t4 (`� c� `c4 t5 p t4 C4 cT t3 ry' .0 � L J L � •� L S L J _ 7 _ L 7 .0 `� .0 7 O O O O O O i5 O + O O L O _ Ly' O _ t O C C �2 G Q rL'G Q Ir v Q G Q rr G 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1 1118 170.0 521 127.7 1118 170.0 1 521 109.6 1118 48 in 170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 146.7 978 170.0 661 130.4 978 170-0 677 117.3 978 1 170.0 680 J 97.8 978 170.0 680 83.8 978 50,625 in 170.0 747 170.0 663 170.0 896 170.0 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 156.3 695 75.4 927 54in 170.0 797 170.0 612 154.5 869 170.0 691 132.5 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.8 654 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 746r 11T.6 608 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 63in 123.7 677 132.0 579 103.1 677 113.2 566 88.4 677 100.4 555 77.3 677 91.4 546 68.7 677 85.2 539 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 78.3 600 59.8 617 72.6 494 53.8 617 68.7 489 44.8 617 64A 483 38.4 617 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 34.6 5f8 46.6 408 29.6 518 e o - 76 in 70.5 465 73.7 406 58.7 465 62.6 396 50.3 465 54.9 390 44.1 465 49A .384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 465 38.3. 367 25.2 465 78 in 65.2 441 68.0 387 54.3 441 57.7 379 46.6 441 50.6 372 40.8 441 45.4 366 36,2 441 41.6 360 32.6 441 38.7 356 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 24.1 272 17.7 332 21.3 266 15.2 332 96 in 3.5.0 291 35.9 260 29.1 291 30.3 256 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 241 14.6 291 17.1 236 12.5 291 108 in 24.6 230 25.1 208 20.5 290 21.1 205 17.5 210 18.3 201 15.4 230 16.2 198 Ill in 22.6 218 23.1 197 11 18.9 218 19.4 194 16.2 218 16.8 191 14.1 218 14.9 1 188 120 in 17.9 187 18.2 170 il 14.9 187 15.3 167 TABLE 98 Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3116"Elco 1/4".Eloo 3116"DeWalt 114"DeWalt 6116"Elco 3MU'Elco 1/4"Elco 3116"DeWalt 114"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" a-l/8" 1" 2-1/2" 1" 2-1/2" 1" 2-1/2" Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-314" 1-314" 1-3/4" 1-3/4" 1-314" 2" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" 2 Anchors @ 4.75"Min.O:C./Standard or Offset Clip(Fig.1): 390 lbs* 390 lbs 450 lbs 890 lbs 3101bs 63D Ibs 220 Ibs 870 ibs 1644!bs 270 Ibs 280 Ibs 354 Ibs 7401bs 23D Ibs 370 Ibs 320 lbs 5801 4 Anchors @ 1.16"Min.O.C./Standard(or Offset)Clip(Fig.2): 480 Ibs 700 lbs NIA N/A 320 lbs 1260 Ibs 370 tbs NIA WA N/A 380 lbs N/A N/A N/A 740 lbs WA NO 4 Anchors @ 3"Min.O.C./(2)2x5 Angie Clips/(Fig.3): 780 lbs 780 lbs; 680 lbs 1560 Ibs 620 lbs 1260 lbs 440 lbs 1740 lbs 1896lbs 540 lbs 560 lbs WA 760 lbs 460 lbs 740 lbs 640 lbs 1160 3 Anchors @ 0.54"Min.O.C./U-Clip,into.100"Alum.(Fig.4): NIA WA N/A NIA N/A N/A N/A N/A NIA WA NIA N/A WA NIA N/A N/A N// 1 Anchor/F-Clip(Fig.5): 195 Ibs 195lbs 225 lbs 445 lbs 155 Ibs. 315lbs 110 lbs 435 lbs 822 lbs 135 lbs; 140 lbs 177 lbs 370lbs 116 lbs; 185 lbs 160 Ibs 2901 2 Anchors @ 1.19'Min.O.C./F-Clip(Fig.6): 240 lbs 350 Ibs WA WA 160 lbs; 1 630 lbs 185 lbs N/A N/A WA 190 lbs NIA WA N/A 370 lbs WA W/ 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 INFORI • . ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TAB LE Mullion Capacity Table(Ibs/ff) Opening Width(forvettically-spanning mullions)orOpening Height(forhoftoNally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 Rectangular Trap/Triang. Rectangular Trapfrdang. Rectangular Traprrdang. Rectangular Trapffriang. Rectangular Trapfrdang. Rectangular Trap[Trian Rectan ular Tra 1 2ii 6 4 LoadingLoading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Rectangular Loading X.624 9 9 9 9 9 9 9 9 9 9 9 9 9 9 Alum.Tube r A A y A fO0.0 w t0.W .•+�G+ G0.` _•� ? a Mullion W W W W W? dNA F} « ys A0.d. 0. 0. 0l W N W W W G W0. WD6 sW? TW W W 0. W W W W SW U U� V U U U U Ld 0. •S C L•� O t G r•� C L•� C G t .0•� V m O,G� D O 0 O CI _ _ _ 4 m ti `o o ti . ` s•� . "c .Qc'a .c"S 7 � C m J � C y J � C D J � V m J � V D J ' N V O" - y V Q - N V O• = N V D' - V O - V Q - V O' - U O• � V O' c Q 0= c Q L" 5 a Q �L G a c a� W a .m c a� c c c W o m J D J D c m J N ? N �� � � d`o �c G Q� d` � �2 G Q� Q¢ 3 G ao d`cc � G �� QC � d` cc a� 42in 170.0 620 170.0 435 170.0 744 170.0 478 170-0 860 170.0 606 170.0 992 170.0 519 170.0 1116 1-10.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1736 48in 170.0 708 170.0 524 170.0 860 170.0 504 IM0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 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 170.0 756 162.5 1677 54in 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170..0 1694 170.0 856 166.4 1759 170.0 861 134.1 1769 60in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1511 170A 1063 103.E 1 1511 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1370 164.0 1082 104A 1370 155.9 1072 89.5 1370 tr66in 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 139.0 969 90.8 1248 130.4 978 77.8 1248 °1 72in 167.6 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 102.7 838 69.9 1049 94.3 B25 69.9 1049 J 0 76in 142.7 941 149.1 622 118.9 941 126.8 805 101.9 941 111.2 791 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 3 76in 132.0 894 137.6 763 110.0 894 116.9 767 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 90in 8519 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 52.9 556 43.0 671 48.6 651 35.8 6.71 43.1 539 30.7 671 96 in 70.8 590 72.8 627 59.0 590 61.4 618 50.6 590 53.4 509 44.3 590 47.6 502 39.3 690 43.0 494 35.4 590 39.6 488 29.6 590 34.7 477 25.3 590 108 in 49.7 466 50.8 421 41.4 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466 Ill in 45.8 441 46.7 400 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 26.4 441 27.2 376 22.9 441 24.9 372 19.1 441 21.6 363 16.4 441 120in 36.3 378 36.9 344 30.2 378 31.0 339 25.9 378 2&0 334 22.7 376 23.7 329 20.1 378 21.3 325 18A 378 19.5 321 15.1 378 16.7 314 144in 21.0 262 21.2 242 17.5 262 17.8 239 15.0 262 15.3 236 TABLE10B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hoflow CMU Anchor Anchor Type: 3116'Elco 14'Elco 5/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16'Elco 1/4"Elco 3/16"DeWalt 114"DeWalt 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" 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" 1-314" 1-3/4" 1 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-114" 1-1/4" 1-14' 1-1/ 2 Anchors @ 4.76"Min.O.C./Standard or Offset Clip(Fig.11): 390 lbs 3901bs 450.lbs 890 lbs 3101bs 6301bs 220 lbs; 1 870 Ibs1 1644 lbs 270 lbs 280 lbs 354 lbs I 740 lbs 230 lbs 370 Ibs 320 Ibs 5801 4 Anchors @ 1.15"Min.O.C./Standard(or Offset)Clip(Flg.2): 480 Ibs 700 Ibs N/A N/A 320 lbs 1260 Ibs 370 Ibs N/A N/A N/A 380 Ibs N/A NIA N/A 740 Ibs N/A Nh 4 Anchors @ 3"Min.O.C./(2)2x5 Angle Clips I(Fig.3): 780 Ibs 780 Ibs 680 lbs 1560 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs 1896 lbs. 540 Ibs 560 Ibs WA 760 lbs 460 Ibs 740 lbs 640 Ibs 1160 3Anchors @ 0.54"Min.O.C./U-Clip,into.100"Alum.(Fig.4): NIA WA WA NIA N/A N/A NIA N/A NIA N/A NIA N/A N/A NIA N/A WA Nh 1 Anchor/F-Clip(Fig.5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 155 Ibs 915lbs 110 Ibs 435 Ibs 822 Ibs 135 lbs 140 Ibs 177lbs 370 Ibs 115 Ibs 185 Ibs 160 lbs 2901 2 Anchors @ 1.15"Min.O.C./F-Clip(Fig.6): 240lbs 350lbs NIA WA 160lbs 630 Ibs 185 Ibs N/A NIA WA 190 Ibs WA WA N/A 370 Ibs WA I W/ NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® 11 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMAL ® ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE 11A Mullion Capacity Table Qbslie) Opening Wdth(for veltically-spanning mullions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in 14t Rectangular Trap/rriang. Rectangular Trap/rdang. Rectangular Trap/idan Rectangular Tra g g p g- g p� g, 9 p/r g 9 125 X 3.94 9• 9 plrrian . Rectangular Tra 1Trian Rectangular Tra nan Rectangular Tra rtan Rectangular X.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum-Tube • U U- Ud U G'm Ud Up•p Ud UO dGa UAIC U.8Am AfO0 Amti v•p_ UAQmm UA MJIIIOn 9 a AM m 0 N p U m M M Y Q 0 m N m o G O* ` � C 7 6mc = � O'�^-, p•� C C m .`.z' a Q c u c Q 33 c m a c m .c u m u m A c o H u o- a u o• - a u u 2 Q D: 2 G Q 'L' 2 c � �c G ... Q c u Q a �L• G Q of G Q W_ ;E G sj C G 4 42in 170.0 620 170.0 435 170,0 744 170.0 476 170-0 868 170.0 506 170.0 992 170.0 519 170,0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 48'in 170.0 708 170.0 524 170.0 1 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170-0 1 660 170.0 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 179-0 756 170.0 2092 54in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170-0 754 170-0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170-0 661 170.0 2231 60in 170.0 886 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170-0 1417 170.0 944 170,0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 148.3 2163 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 1 170-0 1488 170-0 1015 170.0 1673 170.0 11076 170.0 1659 170.0 1122 156.9 2060 170.0 1169 134-5 2060 C 66in 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1946 170.0 1210 143.0 1966 170.0 1275 122.6 1966 ej 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 J 1228 154.1 1734 170.0 1315 138.7 1734 169,8 1386 115.6 1734 155.9 1364 99,1 1734 0 76in 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 1556 170.0 1209 147.4 1556 1652 1285 131.1 1556 151.5 1266 117.9 1556 141.3 1251 98.3 1556 128.3 1229 842 1556 78in 170.0 1151 170.0 967 170.0 1301 170.0 1 1116 155,9 1477 169.3 1246 136.4 1477 152.0 1224 1212 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 77-9 1 1477 90in 142.0 1110 146.5 986 118A 1110 123.9 968 101-6 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 59.2 1110 71.3 891 50.7 1110 96in 117.0 975 120.3 872 97-6 975 101.5 856 83.6 975 88.3 842 73.2 975 78.5 829 65.0 975 71.2 817 58.6 975 65.4 807 48.8 975 67.4 789 41.6 975 108in 82.2 771 64.0 696 68.5 771 70.7 685 58.7 771 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 111in 75.7 730 77.3 661 63.1 730 65.0 650 54A 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.5 730 35.6 600 27.0 730 120in 59.9 624 61.0 569 49.9 624 51.2 560 42.8 624 44.3 562 �37.'6 624 39.2 544 33.3 624 35.3 637 30.0 624 32.2 531 25.0 624 27.7 519 214 624 144in 34.7 433 35.1 400 28.9 433 29.4 395 24.8 433 26.A 390 17 433 22.4 1 385 19.3 433 20.0 1 381 17.3 433 162 376 TABLE 11 B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor AnchorType: 3/16"Elco 114"Elco 3116'DeWalt 114"DeWalt 5/16"Elco 1116"Elco 114"Elco 3/16"DeWalt 1/4"DeWal Capacity Ullracon Ultracon Uttracon+ Ultracon+ Uliracon Ultracon Ultracon Ullracon+ Ultracon+ (Ibs) Edge Distance(1n): 1" 2-1/2' 1" 21412' E314 " M"14 1" 2-1/2' 3-1/6" 1" 2-1/2' 1" 2-1/2" 1" 2-112, 1" 2-1 Embedment(In): 1-3/4" 1 3/4" 13/4" 13r4" " 13/4" 1�/4" 2" 1-114" 1-114" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1 2 Anchors @ 4.75"Min.O.C./Standard or OlNel Clip(Fig.1J. 390 Ibs 390 Ibs 450 Ibs 890 Itrs 310 Ibs 630 p2b, 870 Ibs 1644Ibs 270Ibs 280lbs 354 Ibs 740Ibs 230 Ibs 370Ibs 320lbs 5804Anchors @ 1.15'Min.O.C./Standard(or Offset)Clip(Flg.2y 480lbs 700lbs NIA N/A 320 Ibs 1260 N/A N/A NIA 380 Ibs NIA NIA NIA 740Ibs N/A N: 4 Anchors @ 3"Min-O.C /(2)2x5 Angle Clips I(Flg.3} 780Ibs 780 Ibs 680 Ibs 1560 Ibs 620Ibs i O 1740Ibs 1896ibs 540Ibs 560Ibs N/A 760 Ibs 460 Ibs 740 Ibs 640lbs 116( 4 Anchors @ 0.54"Min.O.C,/U COp,into_100"Alum_(Flg.4): NIA N/A N/A N/A NIA NI N/A N/A NIA NIA N/A N/A N/A NIA N/A N, 1 Anchor/F-Cllp(Flg.5): 195lbs 195Ibs 225lbs 445lbs 155Ibs 315 435lbs 822Ibs 135Ibs 140Ibs 177Ibs 370Ibs 115lbs 185lbs 160lbs 290 2Anchors@ 1.15'Min.O.CJ F•Cllp(Flg.6): 240lbs 350Ibs N/A N/A 160Ibs 630 NIA NIA N/A 190 Ibs N!A NIA N/A 370 Ibs N/A 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 TABLE12A Mullion Capacity Table Ibse) Opening Width(for vertically-spartrtrlg mullions)or Opening Height(for horizontally-spanning mullions) 50 In 60 in 70 In 60 in 90 In 100 in 120 in Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trop/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triong. Rectangular Trap/Trlang. Rc 2 X 4 1(.25 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadng I Alum.Tube Z Z 6 Z. z 2 t L 2 a z u u u u u u u u 3 u u u .. u u 3 'u u u r. 'u u 'u o u Mullion n a 1S °a E a n I°i n i9.8 n 8� S CL 8 8 Y a a C ' 8 �� d3 _ d3 c3 (Ny c`3 c3 fNy u c3 �yy c3 3 _ 3 �y t3 (_� c3 3 c3 g cC3 _ c3 cC�3 (_y c3 c3 _ c3 c`3 c`3 c3 c3 c`3 c3 o c`3 c3 a c`3 t �7a (`7� O C_ �5`,} o �p ' t3 t-6 ` C ^ g U S C CI Su GGu OJ C FUT t��j Y l] V[ J� u CI tLS� b C cLCi, u (GGy t�T > t��jJ (T o•�l' Lj Q ' a. G Q Q' G Q rY G Q rC G Q a' d G K S G a: G Q Q' rG G Q K l G Q K !C G 42in 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( 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 170.0 680 17( 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 17( 54in 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 17( 60 in 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 9" 170.0 1594 170.0 996 170.0 1T71 170.0 1033 170.0 2125 170.0 1063 17( 631n 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( $ 66in 170.0 974 170.0 789 170.0 1169 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 170.0 2335 170.0 1275 151 ds1 72in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1498 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.E 2184 170.0 1488 12� J 76in 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 181.6 1518 [63 7 78in 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 183.1 1500 114.5 1861 147.3 1473 90In 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 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 96in 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92.1 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 108 in 103.5 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 849 64.7 971 68.4 837 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 53.0 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 756 34 120in 75.5 786 76.8 716 62.9 786 64.5 7- .9 786 55.8 695 47.2 786 49.4 696 41.9 786 44.4 677 37.7 786 40.5 668 31.5 786 34.9 653 27 144in 43.7 546 44.2 504 36.4 546 37.0 498 [3�1.2 546 31.9 491 27.3 546 28.2 485 24.3 546 25.3 479 21.8 5/6 22.9 474 18.2 546 19.5 464 15 TABLE 12B Subslrate: 27k Corcrele 3k ConcrHe 3.5k Conc. Hollow WU Anchor ArchorType: 3r16"Elco 1/4'Elco 3116'DeWall 1/4"DeWan 5/16'Elco 3116"Elco 1/4'Elco 3/16'DE-Walt 114"De Capacity Macon Ultracm Ullraconc Ultracon♦ UOracon Ullracon UItracan Ultracon. Ulta abs) Edge Distance(in): I- 2-1/2" 1" 1 2-1/2 1" 1 2-1/2' 1" 2-1r2r 3-1/8- I" 2-112' 1' 1 2-1/2' 1" 2-1/2' 1' Embedment Qn): 1-3(4" 13/4- 1314" 13/4' 13/4" 13/4' 1-3/4' 13/4- 2' 1-1/4" 1-1/4' 1-1I4' 1 1-1/4' 1-1/4" 1-1/4' 1-1/4' 2 Anchor.@ 4.75"G11n.O.C.I Standard or Memo(Fig.1&2): 390 IDS 390 Ibs 450 IDs 690 Ins 310 Ibs 630 Ibs 220 Ibs 870 1 1644 Ibs 270 Ibs Z80 Ibs 357 Ibs MO-fix 230 Ibis 370 Ibs 3201ns 4Anchors @ 2.68'Min O.C./Standard(or Offset)Clip(Fig.3) 740 rbs 740 Ibs 630 Ibs 14851bs 620 Ibs 1260lbs 430 Ibs 173D Ibs 1424 Mrs N/A 560 lb-5 N/A 695lbs 425105 740 IDs 5751bs 6Anchors @ 1.71-Mla O.C./Standard(Or Offset)Up(Fig.4) 8851bs 0501b 758 rbs 19461bs 705lbs 1890lbs 608lbs 2558 Ibs N/A WA 705 ins N/A 799lbs 5061bs 1110 Ibs 61911s 4 Anchors @ 3"Mln O.C./(2)2x5 Angle Cllps/(Fig.5). 780 Ibs MOW 680 Ibs 1560 Ibs 620 Ibs 1260lbs 440 Ibs 1740 Ibs 189G Ibs 540 Ibs 560 Ibs, N/A 760Ibs 460 Ibs 740 Ibs 640lbs 6 Arc hors @ 3"Min O.C./(2)2x5 Ante Crips/(Flg.6): 1170 Ibs 1170 IDs 1020Its 2340lbs 930 IDS 1690105 6fi0 IDs 2610 Ibs 2844 IDS 81 Ds 840 Ibs NIA 1140 IbS 690 Ibs 1110 Ibs 9601D5 3 Anchors @ 1.34"kiln.O.C.I ULIIp,Into.125"Alum.(Flg.7} N/A N/A NIA N/A N/A N/A WA NIA N/A PUA N/A N/A WA N/A WA N/A 6 Anchors @ 0.6C Min.O.C./U Cllp,into 125'Alum.(Flg,8): N/A NIA �379 /A N/A N/A NIA WA WA N/A NIA NIA N/A WA N/A WA NIA F-� 2Archors @ 2.68 Min O.C./FLup(Fig.9): 370 Ibs 370 106 IDs 743 Ibs 310 IN 630 IDs 215 IDs 8fi5 Ibs 712 Ibs WA 280 r05 N/A 348 rt6 213 Ib6 370 Ibs 2881bs 3Anchors @ 1.71'rAln.O.CJ F�np(Flg 101 443Ibs 5251bs 1bs 9731bs 3531bs 945Ibs 304Ibs 1279Ibs NIA tUA 353IDs N/A 3991bs 253Ibs 555Ibs 3091ns 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 Ot o 10 11 H 10 • TABLE_NOTES: TABLE13A Mullion Capacity Table IbstW Opening Width(for vertically-spaming mtAlions)or Opening Height(for horizontally-spanning mullions) 50 in 60 in 70 in 80 in 90 in 100 in 120 in Rectangul. Tmp/Triang. Rectanguor Tra /Fd ng. Rectangular Trap/Tliang. Rectangular Trap/Trlang. Rectangular Trap/Triarlg. Rectangular Trap/Triang. Rectangular TraplTriang. Reclan( 2 x 6 x.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadng Loadr Alum.Tube y Z y a_ a a_ a z a_ r r a_ a a a a a MUftion n nv ton n `8 n.0 a '�� 1L n n n� 'S 19 n $ 1L inn CL 'S 2 A `d' u°� m �� a io a � `��' n A G 10 t0 G a a ... W 0 G t0 W a W G 10 G O f0 G f0 N c n l9 G f0 N c 01 R c C Rn 8 e N v C U c3 U Ua U Ua U Uv U Ua U _ Uv U Uv U Uv U _ Uv U Uo U_ Uv U _ Uv U U� U c) v U C U Q O V•� C t•� G U CO t �` C L 7 O L e G L� a L� ` O o L C N L ... Q(V `p d C�N y1 N V y d U 5 V O 7 u , = 2 C 7 a G S G 6 2] D GGGIII `L G Q Ix G V g G 2 Q TL G Q 2 G �i ix �2 G 42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 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 170.0 680 170.0 50.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 1 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 54in 170.0 797 170.0 612 170.0 9% 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 601n 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 1 170.0 2125 170.0 1063 170.0 63in 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 170.0 t 661n 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 m m 721n 170.0 1063 170.0 878 170.0 1275 170.0 1ON 170.0 1468 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 761n 170.0 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 170.0 1629 170.0 7 M 78in 170.0 1151 170.0 967 170.0 1381 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 1498 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 170.01 1417 170.0 1232 170.01 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 108in 170.0 1594 1 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 111in 170.0 1638 170.0 1454 170.0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 1 170.0 2149 1 151.8 2632 1 162.31 2245 136.6 2632 148.4 2216 113.8 2632 128.4 2166 97.6 120in 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1964 120.1 2252 127.2 1938 108.1 2252 116.1 1915 90.1 2252 99.8 1872 772 1441n 125.1 1564 126.6 1445 104.3 1564 106.1 1 1425 89.4 1564 91.5 1407 78.2 1564 1 80.7 1390 69.5 1564 72.3 1373 62.6 1564 65.7 1358 52.1 1564 56.0 1330 44.7 TABLE13B Subslrato: 23k Concrete 3k Concrete 3.5k Conc. Hollow CM Anchor Anchor Type: 3/16'Elco 1/4'Elco 3116'DeWalt 1/4'DeWalt 5/16'Elco 3/16'Elco 1/4'Eko 3116'DeWall 114'DeWalt Capacity Ultracon Ullracon Ullracon. Ullracon• Ullracon Ullracon Ullracon Ullracon+ Ullracon+ (Ibs) Edge Distance(in): 1' 2-1/2- 1' 2-1/2' 1' 2-1/2' 1' 2-1/2' 3-1/8' E270 ' 2-1/2' 1' 2-1/2' 1' 2-1/2" 1' 2.1/ Embedment(in): 1-3/4' 1.314' 1.3/4' 1-3/4' 1-314' 1.3/4' 13/4' 13/4' 2' /4' 1-1/4' 1.1/4' 1-1/4' 1-1/4' 1-1/4' 1-1/4' 1-11 2 Anchors @ 4.75 Min.O.C.!Standard or Ortsel Clip(Fig. 1B2): 3901bs 390Ibs 450lbs 890 Ibs 310lbs 6301bs 220 Ibs 870 Ibs 1644 Ibs Ibs 280 Ibs 354 Ibs 740Ibs 230lbs 370 Ibs 320 Ibs 580 4 Anchors @ 4.68'Alin.O.C./Standard(or O.7set)Clip(Fig.3): 780lbs 7801bs 900 Ibs 1780 lbs 620lbs 1260 Ibs 440 Ibs 1740 Ibs 3232lbs 540 Ibs 560 Ibs 7081bs 1480 Ibs 4601bs 740 Ibs 640 Ibs 1160 8 Anchors aQ 1.71'Min.O.C./Standard(or Offset)Clip(Fig.4): 1180 Ibs 14DO Ibs 1010 Ibs 2595lbs 940lbs 2520 Ibs 810lbs 3410 Ibs NA NA 940 Ibs WA 1D65 Ibs 075lbs 1480 lbs 825 Ibs 1970 4 Anchors @ 3'Min.O.C./(2)2x5 Angle Clips/(Fig.5): 780lbs 7801bs 680 lbs 1560 Ibs 6201bs 1260 Ibs 440 lbs 1740lbs 18961hs 540lbs 560 Ibs WA 760 Ibs 460 Ibs 740 Ibs 440 Ibs 1160 0 Anchors rod 3'Min.O.C./(2)2x5 Angle Clips/(Fig.6): 1560 Ibs 1560 Ibs 1360 Ibs 3120 fbs 1240 Ibs 2520 Ibs 880 Mr. 3480 Ibs 3792 Ibs 1080 Ibs 1120 Ibs NA 1520 Ibs 920 Ibs 1480 Ibs 1280lbs 2320 12 Anchors @ 1.5'Min.O.C./(2)2x5 Angle Clips/(Fig.7): 1660 Ibs 2100 lbs 1440 Ibs 3780 Ibs 1260 Ibs 3780 Ibs 1200lbs 5100lbs WA NA 1320 Ibs NA 1500 Ibs 960 Ibr. 2220lbs 1140lbs 2800 4 Anchors @ 1.34'Min.O.C./U-Cirp,into.125'Alum.(Fig.8): WA NA WA NA WA WA NA N/A N/A NA NA WA WA N/A N/A NA W. 8 Anchors @ 0.64'Min.O.C./U-Clip,into.125'Alum.(Fig.9): NIA WA WA NA N/A NA NA NA NA NA NA WA WA N/A �370 A NA W, 2 Anchors @ 4.68'Min.O.C./F•Clip(Fig. 10): 390lbs 390lbs 450 Ibs 890 Ibs 310lbs 63011rs 220 Ibs 870 Ibs 1616lbs 2.70 Ibs 280 Ibs 354 Ibs 740lbs 230 Ibs Ibs 320 Ibs 560 4 Anchors @ 1.71'Min.O.C./F•COp(Fig.11): 590lbs 7001bs 5051bs 1298 Ibs 470Ibs 1260 Ibs 405 Ibs 1705lbs NA NA 470 Ibs NA 533lbs 338lbs Ibs 413 lbs 985 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: FIGURE 8- Flr 11RF q• Flrl IaF in. crnr ror 41. TABLE14A Mullion Capacitf Table ibstW) 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/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular TrapfTnang. Rectangular TraplTHang. Rectan 1.26"x 2.11" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load x.125"Alum ;r a p ca 1GO ° W bc' caoC �iM c�o (0 b` auroo sc�� vWj a aA R a a a MTube MUII 0 (aM ro 0 Qa 0 OMro � C C C n a o v ° P ° u� $ roC �J b' a � 42In 144.2 526 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 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 53.7 403 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 54 in 67.8 318 74.1 267 56.5 318 64.2 261 48.5 318 57.7 256 42.4 818 53.5 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49A 248 24.2 C 60 in 49.5 258 63.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 17.7 a► J 63 in 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 186 21,4 234 28.0 184 17.8 234 26.6 183 15,3 Z- 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 22,5 149 17.9 179 26.3 147 15.9 179 18.7 145 76 in 24.3 161 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 76 in 22.5 152 23.5 133 18.8 152 19.9 131 16.1 152 17.5 128 TABLE 14B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor 3116"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3/16"DeWalt 1/4"DeWalt Anchor Type:Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (Ibs) Edge Distance(in): 1" 2-1/2" 1" 2-1/2" *620lb. 2-1/2" E1-31E4" 2.1/2" 3-1/8" 1" 2-1/2" ' 2-1/2" 1" 2-1/2" �640 " 2-1/2' Embedment(in): 1-3/4" 13/4" 1-3/4" 1-3/4" 1-3/4" 1-314" 2" 1-114" 1-1/4" 1-114" 1-1/4" 1-1/4" 1-1/4" /4" 1-1/4' 4 Anchors C�3"Min.O.C./(2)2x5 Angle Clips/(Fig.1): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs1260 Ibs 440 Ibs 1740 Ibs 1696 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 460 Ibs 740 Ibs Ibs 1160 It 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. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHE ® 11 IF HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEE FIGURES SHOW SIJGGFSTpn APPROY MATE unl P 1 nrrA-rrnnrc TABLE15A Mullion Capacity Table(Ibs1W) Opening Width(far 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/Triang. Rectangular Trap/Tdang. Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular lYap/Tdang. Rectangular Trap[Triang. Rectangular Trap]Tdang. Rectang 3.26"30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadin BAY MULL Q Z. n V Q. M N N {0 Ul V 41 V U 01 W N 01 O N l0 U V V b V U U t CL NN y {0 W 07 l0 WW 07 Oi N 01 O1 l0 O W Ol l0 N l0 Of N 07 [ U U T U U G 0] F..O p, d t� .O a 4�O .R d. [ 01 OI Ol G' 01 10 G (p OI R l0 G N N G C W G M p,d O. O.^ O. O.A U, .L� O..O m m G m rO G _ C@J t� m �p c m f c U U U U a U U o U U v U U U_ U v U _ U v U_ U U U G U U G c `o . o m c o v c(�r o c c(y c C � y _ U w U L 7 .0 7 .ti t o t .0 O L 7 O L 5 O iC O O,'C O � O O O p O c0 N U Q' N V Cr75 N V O' o O' N U -y cr Uq O. ��++ L 7 .0 7 .0 7 x .0 7 L5 7 1^tr p A Q tr �v Q G Q Q c c ¢ c ¢ �u a Q c Q a c c ¢a c a c a c < 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 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 170.0 680 152.2 1622 170.0 680 130.5 1 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 170.0 747 164.2 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 1275 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 170.0 944 129.9 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1 63 in 170.0 930 170.0 746 170.o 1116 170.0 850 150.2 1150 168.8 933 131.4 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1160 126.7 871 75.1 1 c 66 in 170.0 974 170.0 789 152.4 1048 165.8 .861 130.6 1048 146.6 864 114.3 1048 133.1 850 101.6 1048 123.4 839 91.4 1048 1 W.6 830 76.2 1048 109.4 821 65.3 1 m72in 140.8 880 147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 86.2 703 58.7 680 79.2 693 50.3 J 76in 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 M 78 in 110.8 750 115.5 657 92.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.6 612 55.4 750 1 65.7 605 46.2 750 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 40.1 563 44.4 468 36.1 563 40.9 462 30.0 563 36,2 452 25.8 I 96 in 59.4 495 61.1 443 49.5 495 51.5 E348 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 108in 41.7 391 42.6 353 34.8 391 35.9 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17,4 391 19.7 321 14.9 111 in 38.4 370 39.2 335 32.0 370 33.0 330 F7.5 370 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 120in 30.4 317 30.9 289 25.3 317 26.0 284 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144 in 17.6 220 17.8 203 TABLE15B Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU Anchor 3/16"Elco 1/4"Eico 3/16"DeWait 11d"DeWalt 5/16"Elco 3/16"Elco 1/4"Elco 3/16"DeWait 1/4-DeWait Anchor Type: Capacity Ultracon Ultracon Ultracon+ Ultracon+ Ultracon Ultracon Ultracon Ultracon+ Ultracon+ (IbS) Edge Distance(in): 1" 2-1/2" T, 2-1/2" 1" 2-1/2" 1" 2-1/2" 3 i/8" 1" 2-112" 1" 2-1/2" 1" 2-i/2" 1" 2-112' Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1�/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" *Ibs 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4'2Anchors @ 5"Min.O.C./(2)2x5 Angle Clips (Fig.1): 390lbs 390 Ibs 450 Ibs 890lbs 310 Ills 630lbs 220lbs 8701bs2701bs 2801bs 354 Ibs 740 Ibs 2301bs 370 lb 3201bs 58D Ih 4 Anchors @ 3.5"Min.O.C./(2)2x5 Angle Clips/(Fig.2): 780 Ibs 780 Ibs 790 Ibs 1670 Ibs 620 Ibs 1260 Ibs 440 Ibs 1740 Ibs540lbs 560lbs NIA 1120lbs 460 Ibs 740 Ibs 640 Ibs 116011 6 Anchors @ 2.71"Min.O.C./(2)2x5 Angle Clips/(Fig.31: 1120 Ibs 1120 tbs 958 Ibs 2246 Ibs 930 Ibs 1890 Ibs 648 Ibs 2598 Ibs 2254 Ibs I N/A 840 fbs N/A 1059 Ibs 646 Ibs 1110 ibs 879 Ibs 1678 II 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. TABLE16A Mullion Capacity Table Ibs1W 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/Triang. Rectangular Trap/Tdong. Rectangular Trap/Triang. Rectangular Trap/Triang, Rectangular Trap/itiang. Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectanc 3.25"45 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadir DEG.AL a _ it _ _ x BAY MULL n n o n n`cam �' s o n 'o o W W y- W W p, cs Q c G. d J`7 C. G O, G. G. d. a n._yc w. a-� `$ OWl O. a aca a n W W W W W W W W W. W Y W W v W W v W W W v W W W C {p W v W C C N C .� C m C a. C '' O t' O •� O O.Q,,+ •� O. CO •� o p L C L C N O C N p L_ C N p C L C(�J p � C N C N 7 W V 5.O C N 7� .tC•f' Ol �- c; 4 � y C 9- c) V i •� L'^•�, O v.� O ,C i j �C C� C5, C, .O ,yp C, y C, y t1 V �G Qllr �G Qrr �G Q2' '.�G as �G QR' '2G ¢� �G Q0: •-LC QrL' �G ¢� �LG Q R� �2'G Q� "'L.v Qa •'2G QD_' 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 170.0 708 170.0 524 170.0 850 170.0 584 770.0 992 170.0 630 170.0 1133 170,0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 146.$ 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 770.0 756 147.1 1552 170.0 756 126.1 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 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 861 110.8 60'in 770.0 885 170.0 701 170,0 1063 170.0 797 170.0 7240 170.0 878 157.1 1309 170,0 944 139.7 1308 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 63 in 170.0 930 170.0 745 170,0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.5 883 128.7 1247 152.E 965 114.0 1247 144.3 952 95.0 1247 136.2 936 81.4 s 66in 170.0 974 170.0 789 170.0 1789 170.0 803 148:4 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 119.6 896 74.2 m m 72 in 161.E 1010 169.8 877 134.7 1010 144.E 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.6 1010 105.E 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 98.1 906 107.1 761 85.9 906 96.2 749 76.3 906 88.2 738 68,7 806 82,3 729 57.3 906 74.7 716 49.1 7 78 in 127.1 861 132.5 754 105.9 861 112.5 738 90.8 861 98.6 725 7 ..4 861 88.5 713 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 96 in 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 33.4 459 X3 108 in. 47.9 449 48.9 405 39.9 449 141.2 399 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 1119in 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 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 120in 34.9 364 35.5 331 29.1 364 29.8 326 24.9 364 25.8 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 18.7 309 144in' 20.2 1 253 20.4 233 16.8 253 17.1 230 TABLE 16B Substrate: 2.7k Concrete 3k Concrete 3.5k Conc. Hollow CMU Anchor AnchorT 3116"Eico 1/4"Elco 3116"DeWalt 114"Dewalt 6/16"Elco 3/16"Elco 1/4"Eico 3/16"DeWalt 114"DeWalt ` Capacity Y� 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" 21/, Embedment(in): 1-3/4" 1-3/4" 1-3/4" 1-314' 1-3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-114" 1-1/4" 1-1l4" 1-1/� 2 Anchors @ 5"Min.O.C./(2)2x5 Angle Clips/(Fig.1): 3901bs 390 Ibs 450 Ibs 890 Ibs 310 Ibs 630 Ibs 220 lbs1 870 Ibs 1700 Ibs 270 Ibs 280 Ibs 354 Itu 7401bs 230 Ibs 370 Ibs 3201bs 5801 4 Anchors @ 3.5"Min.O,C./(2)2x5 Angle Clips/(Fig,2):1 7801bs 1 780 Ibs 790 Ibs 1670 Ibs 620 Ibs 1260lbs 440 Ibs 1740 Ibs 2525 Ibs 5401bs 560 Ibs N!A 1120lbs 460 Ibs 740 Ibs 640 Ibs 1160 6 Anchors @ 2.71"Min.O.C.if(2)2x5 Angle Clips/(Fig.3): 1120 Ibs 1120 Ibs 958 Ibs 2246 Ibs 930 Ibs 1890 lbs 648 Ibs 2598 Ibs 22541 254 Ibs N/A 840 Ibs N/A 10591bs 648 Ibs 1110 Ibs 879 Its 1678 FIGURE 1: TABLE NOTES: m ° 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, I-1.000"�-I --1 1.000" `-- 1.000" - --j 1.000" 1.000" �-- 125" .125" 2.750" 2,750" 125" 3.125" .125" .125" 2.000" 2.000" .125" r 375" 3 L75" .500" I 1"X 2"X.125"MULLION 1"X 2"X.375"MULLION 1"X 2.76"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--{ f-.125" �`1 �-.125" U STANDARD CLIP 2X5 ANGLE CLIP 2.000" 6063-T6 ALUM. I „ 6063-T6 ALUM. X-SECTION 2.125 U-CLIP 2.000" X-SECTION I 6063-T6 ALUM. 125" X-SECTION .125" � .125"� I •740" F-- 5.500" --{ .375" 3.125"---j CUT HERETO .375" - _CREATE F-CLIP,SEE MIN. 5.000" MIN. DETAIL F,SHEET .375"MIN. r---------i r -------, .338"MIN. I i I I A A A U-CLIP A {- ---------j 6063-T6ALUM. L- ----------- ----- TOPVIEW 6 6 L_ STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 60T T6 ALUM. DASHED BOUNDARY.SEE SHEETS 6-18 FOR THE CENTER OF ANCHOR MOLE 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# 5.500" 375" ANCHOR HOLE Mull Dimension (sheet#) DIAMETER:ANCHOR .375" MIN. DIAMETER+1/1s". Mullion Stcl. Clip Offset Clip U-Clip A MIN. 1"X2"X.125" (5) 66605 666113M 6661118M 666243M j------------i------------ 1"X2."X,375" (6) 666006 666114M 6661119M 666244M -j 1.000" 1.000" 1.062' .740" .063" .385" ct .062" I ' .438" I I 4.000" 4.000" a.3715" 4.000" 125" STANDARD CLIP 125" 2.625" 2.000" 6063-T6 ALUM. I 2.125 X-SECTION U-E I I 6063-TI .125' .125" .1251' X-SE( .031" lo L .125"j- .125' CENTER OF ANCH 155" 375" DASHED BOUNDA ANCHOR O.0 HOLE DIAMEI 1"X 4"X.125" 1"X 4"X.375" 1"X 4"X,375" 5.500" MULLION MULLION "T'-MULLION 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 3.125' CREATE F-CLIP,SEE CUT HERETO .375!' ---� X-SECTION X-SECTION X-SECTION 375" '�� ONLY ON � MIN. iIIIIIII IIIIiIII III LIIIIIII - DiIIIIIII E-T AIL F-,SHE -E-T4 fl.594" FACTORY 1.594" 1.250 - II1IIII .375" MULLED I--------- --------- CEN VERSION ANC MUS THE BOU SHE 2.875" FOR 32 100 ANC 3 94„ DIST 00 i MAX3.250 ANC 100" DIAh--------- ANC .100" .624" DIAN 20„ .6i 50 - . 4" STANDARD CLIP U-CLIP 50 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6063-T6 ALUM. -°-1 .820" f-- 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+111611. X-SECTION F W G 1.1 3.469" 5.5II 00" III II H 2.1 2.661" 1.877" 125" 375" 1 3.1E1377"--A MIN. 375" F 3 G 0. - r--------- H 2' 1 j 1 3.1 F 2.: .125" G 0., .125"t!i7! 2.250" H 1 30° 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,01 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 SEE SEE DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGE[ FENESTRATION DETAILS, FROM TABLE 3A,SHEET 7,THE 1 X 2.75"X.375 MULLION(LENGTH=72",OPENING WIDTH=70)MEETS THE DE PRODUCTS SHEETS NOT BE SUITABLE FOR 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 72" OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION 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 V 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND' INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. dill IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERA NO ANCHORS IN WINDOWSILL. 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 (MAYBE.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 WIP DESIGN PRESSURE OF+50.0/-55.0 PSF. 1 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 SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=108",OPENING WIDTH=80")MEETS THE DE MULL WIDTH �NDETAILS. 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 !FENESTRATION BECAUSE ET IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUST —\ PRODUCT'S ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNP APPROVAL,-,, PPROVAL THE 73"DIMENSION(35-1/2"+35-1/2"+2"=73"). , 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCR I VERTICAL I I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MULLION "�SEE L -SEE. L J USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2".GIVES AN AN( 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 I MULLION TYPE COULD BE CHOSEN. MUULLLLIOON 72 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2"=106". REFERENCING SHEET 25,THE C( USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY RE( DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SL SHEETS %nnnc .r r.1r• 1" 1 1r 1—1.'..... EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRA i I PW PW 6pw: 1 1 SH/DH SH/DH SH/DH SH/DH I 4 ZL I I I. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 i 1 1 1 SGD I I PW LOADING OF HORIZONTAL MULLION LOADI PW �/ 1 I I I I PW PW I PW � SH/DH SH/DH 4 SH/DH SH/DH I 1 I 1 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / /O I / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I _tom I PW PW Ll, I I I LOADING OF(2)HORIZONTAL MULLIONS LOAD P HINGED I DOOR PW PW j I I I nn File (07— M IAM 1-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC SOURCES R Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION REVIEWED F® 786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NO O E C-3 -PLI IN-1C w.miamidade.gov/economy PGT Industries,Inc. .�� �Tsocc �� �®���� 1070 Technology Drive North Venice,FL 34275 ut>Wa 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. 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—N.I: 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 any with 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 MIAMI-DADE COUNTY - Date:Expiration August 23 2023 ...o a P� Approval Date: July 30,2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Submitted under NOA# 18-0430.07 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,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 4&59 Carlos M.Utrera,P.E. Product Control Examiner NOA No.20-0401.12 Expiration Date: August 23,2023 Approval Date: July 30,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 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. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. 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. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence Submitted A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7600NOA-1,titled"Aluminum Single Hung Install(Nl)", 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. 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 Dowsil 983 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, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6"Edition (2017) and FBC 71 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 1. None. 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 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6te Edition (2017)and FBC 7' 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. 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. 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 NOWMPACT RESISTANT SINGLE HUNG WINDOW A17-13/16"MAX.O.C. ' 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF S18-3/8"MAX. THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 7 3)FOR MASONRY APPLICATIONS 1N MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY 17-3/4"MAX. APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE 17-3/4" SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN:KS1 PER {17-1/4"BUCK) MAX 9-1/2"MAX. (9"MAX. ANCHOR TYPE. B,SEE . _ O.C. BUCK) D,SEE SHEETS 8&9 SHEET 1C 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX A,SEE C,SEE WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS SHEETS 8&9�- SHEET 1C DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD EQUALLY BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR SPACED ARCHITECT OF RECORD,(AOR). ANCHORS PER A D 84"TABLES 6&7 I ' / 17-3116"MAX.O.C. 5)ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR O I STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. , ' MAX. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING%FLASHING STRATEGY FOR TIP WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE , 12-1/16"MAX.O.C. TO SCOPE OF THESE INSTRUCTIONS. ' I Q TIP EQUALLY SPACED I , / HEIGHT 6) 1/4",MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS ANCHORS PER i I 13-5/16"MAX.O.C. NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. TABLES 6&7 7)DESIGN PRESSURES: 9-1/2"MAX. 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 E1300. B NO ANCHORS AT SILL I C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,.ASD. 53-1/8"MAX.TIP TO TIP WIDTH T'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 &18-7835.2;ELCO ULTRACON NOA; nType Description (Listed from Exterior to Interior) DPDEWALT/ELCO CRETEFLEX NOA;DEWALT ULTRACON+NOA;NATIONAL DESIGN 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 13116' 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 r T 7 3/16" Tempered 5 i. Id' /. V�. T n wniw nn ram. niwnn r_______� r.__ n:______ niwn" r_______� r TABLE 2: Bottom Sash Design Pressure(Ibste)for Glass Type 1 Description Sash Height for GhenRange Range(in) Tip to Tip Width 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 -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 12.994-15.963 +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 Equal-cite 19.652 +80.0 -130.6 +80.0 -124.0 +60.0 -84.0 +73.8 73.8 +63.2 -63.2 +57.2 -57.2 +52.4 -52.4 +49.1 -49.1 Standard PrwAew 15.944-19.651 +80.0 -130.0 +80.0 -110.0 +80.0 -80.6 +70.3 70.3 +60.2 -60.2 +52.2 -52.2 +46,8 -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 -68.7 +59.3 -59.3 +51.7 -51.7 +46.2 -46.2 +40.0 -40.0 t 2 Custom Size 14.131-15.130 +80.0 -124.0 +80.0 -98.6 +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 +68.5 -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 -80.6 +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 -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 Standard ProNew 18.594-20.130 +80.0 -118.0 +80.0 95.2 +75.4 -75.4 +66.1 56.1 +58.5 58.5 +51.3 51.3 +48.1 46.1 +40.0 40.0 45" Custom Size 16.131-18.593. +80.0 -102.0 +80.0 -85.0 +69.9 -69.9 +62.1 -62.1 +55.7 -55.7 +50.4 -50.4 +45.3 1 -45.3 +40.0 40.0 Custom Size 15.131-16.130 +80.0 -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 14.131-15.130 +80.0 1 -95.5 +79.4 -79.4 +66.4 -66.4 +59.2 -59.2 +53.6 -53.6 +48.7 -48.7 +44.3 -44.3 +39.7 -39.7 Shortest 12.464-14,130 +80,0 -89.4 +74.6 -74.6 +62.1 -62.1 +56.3 -56.3 +51.1 -51.1 1 +46.7 -46.7 +42.7 42.7 +38.6 -38.6 Equal-lite 24:964 +80.0 -130.0 +80.0 -102.0 +78.2 78,2 +68.7 -68.7 +59.3 -59.3 +51.7 -51.7 +46.2 -46.2 +40.0 40.0 t Custom Size 22.131-24.963 +80.0 -112.0 +80.0 1 -92.0 +73.5 1 -73.6 +64.8 1 -64.8 +57.9 -57.9 +51.0 -51.0 +46.0 -46.0 +40.0 1 -40.0 Q' Standard ProNew 20.194-22.130 +80.0 -102.0 +80.0 -85.0 +69.9 -69.9 +62.1 -62.1 +557 -55.7 +50.4 -50.4 +45.3 45.3 +40.0 -40.0 z 49" Custom Size 18.131-20.103 +80.0 -95.5 +79.4 -79.4 +66.4 -66.4 +59.2 -59.2 +53.6 53.6 +48.7 -48.7 +44.3 -44.3 +39.7 -39.7 B !- 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 d _a Custom Size 14.131-16.130 +80.0 -84.6 +69.6 -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 12.464-14.130 +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 -39A +36.0 -35.0 Equal-late 25.777 +80.0 -124.0 +80.0 1 -98.5 +77.1 1 -77.1 +67.4 -67.4 +58.9 -58.9 +51.5 -51.5 +46.1 -46.1 +39.9 1 -39.9 Custom Size 24:131-25.776 +80.0 -112.0 +80.0 -92.0 +73.5 -73.5 +64.8 -64.8. +57.9 -57.9 +51.0 -51.0 +46.0 -46.0 +39.9 -39.9 50-5/8" Standard Proview 20.844-24.130 +80.0 -98.0 +80.0 -81.9 +68.1 68.1 +60.6 -60.6 +54.6 -54.6 +49.7 -49.7 +44.8 -44.6 +39.9 -39.9 Custom Size 19.131-20.843 +80.0 1 -92.6 +77.0 -77.0 +64.1 -64.1 +57.7 -57.7 +52.3 -52.3 1 +47.7 -47.7 +43:8 -43.8 +39.2 -39.2 Custom Size 18,131-19.130 +80.0 -84.6 +69.5 -69.6 +59.2 -59.2 +53.7 -53.7 +49.8 -48.8 +44.8 -44.8 +40.9 40.9 +37.6 -37.6 Shortest 13.089"-16.130 +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 -36.6 +35.1 -35.1 Equal-lite 31.964 +80.0 -95.5 +79.4 1 -79.4 +66.4 1 -66.4 +59.2 -59.2 +53.6 -53.6 +48.7 48.7 +44.3 -44.3 +39.7 -39.7 63" 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 1 +40.9 -40.9 +37.6 -37.6 Standard Proview 25.794-28.130 +80.0 -80.6 +61.7 -61.7 +55.1 -55:1 +49.8 49.8 +45.5 1 -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 34.984 +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 -57.0 +52.1 -52.1 +47.6 -47.6 +43.6 -43.5 +40.1 40.1 +36.8 -36.8 Shortest 31.049`-33.130 +80.0 1 -80.6 +61.7 1 -61.7 +55.1 -55.1 +49.8 -49.8 +45.6 -45.5 +41.3 -41.3 +38.6 -38.6 +35.1 -35.1 Equal-lite 36.964 +60.0 -83.1 +66.7 -56.7 +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 36.131-36.963 +80.0 -81.9 +64.0 -64.0 +56.4 -56.4 +51.0 -51.0 +46.6 -A6.6 +42.3 -42.3 +39.4 -39.4 +36.0 -36.0 Shortest 35.049"-38.130 +80.0 -80.6 +61.7 -61.7 +55A -55.1 +49.8 -49.8 +45.5 45.5 +q1.3 -41.3 +38.6 -38.6 +35.1 -35.1 76" Tallest 1 38.464" +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 -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-36.951 TABLE 3: Bottom Sash Sash Height Design Pressure(lbslfe)for Glass Types 2&3 Description for Given Range Range(in) Tip to Tip Width j 18" 25" 33" 3T' 41" 45" 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 Proview 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-cite 19.652 +80.0 -130.0 +80.0 -130.0 +80.0 -1307 +80.0 -130.0 +80.0 -113.8 +80.0 -102.8 +80.0 -92.2 +80.0 -83.3 5@ORC2 Standard Proview 15.944-19.651 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A25.0 +80.0 -108.4 +80.0 -94.0 +80.0 -B4.2 +73.8 -73.8 EXTERIOR .38-3/8" 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 -130.0 +80.0 -129.0 +80.0 A 10.0 +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 -124.0 +80.0 -107.0 +80.0 -94.8 t80.0 -84.0 +76.8 -76.8 +6B.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 PrWew 18.594-20.130 +80:0 -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 ProvteW 20.194-22.130 +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 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.B +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 = Custom Size 24.131-25.776 +80.0 -130.0 +80.0 -130.0 +80.0 -120.0 +80.0 -104.0 +80.0 792.2 +80.0 -82.1 +73.8 -73.8 +66.0 -66.0 i4 v Standard Proview 20.844-24.130 +80.0 -130.0 +80.0 -130.0 +80.0 -109.0 +80.0 -96.7 +80.0 -85 N .4 +78.0 -78.0 +70.8 -70.8 +61.5 -61.5 EXTER o. Custom Size 20.131-20.843 +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 -6%7 +60.6 -60.6 Custom Size 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 +75.0 -79.0 +72,9 -72.9 +65.8 -65.8 +58.7 -58.7 Custom Size 14.131-16.130 +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 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 +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 Proview 25:794-28.130 +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 +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 -99.8 +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 -100.0 +80.0 -93.4 +76.8 -76.8 +72.9 -72.9 +68.2 -682 +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 1 +65.1 -65.1 +61.1 -61.1 +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 +65.8 -65.8 +62.3 -62.3 +58.9 -58.9 +55.7 -55.7 +50.8 -50,8 Shortest 13.194"-16.130 +80.0 -126.5 +75.8 -75.8 +63.7 -63.7 +61.1 -61.1 +58.9 -58.9 +55.9 -55.9 +52.3 -62.3 +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 1 +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 PrWew 30.994-34.130 +80.0 -130.0 +80.0 -88.6 +73.4 -73.4 +69.5 -69.5 +65.1 -65.1 +61.1 -61.1 +57.3 -57.3 +52.1 -52.1 Custom Size 30.131-30.993 +80.0 -130.0 +80.0 -86.2 +71.6 -71.6 +67.7 -67.7 +63.6 -63.6 +60.0 -60.0 +56.5 -56.5 +51.4 -51.4 e;-,- 3A;a; an yin -an n 1 -177 0 1 �nn n -01 n I Ir-7 A .97 A _A4 n _rA r ...9n d _gn TABLE 4: Bottom Sash Sash Height Design Pressure(Ibslft)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 +60.0 -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 -13.0.0 +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 +80.6 -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 1 +80.0 -130.0 +80.0 -130.0 +B0.0 -122.0 +80.0 -112.0 38-3/8" Custom Size 15.131-15.943 +80.0 -130.0 +80.0 -130.0 +8040 -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 +80.0 -130.0 +60.0 -130.0 +80.0 -130.0 +80.0 -129.6 5®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 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 A26.0 +80.0 -112.5 35 OR( 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 -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 -130.0 +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 -130.0 +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 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 A 18.4 +80.0 -105.7 ;= 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 -126.9 +80.0 -115.6 +80.0. -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 g 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 +60.0 -118.1 +80.0 -105.7 ~ 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 -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 40.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -120.1 +8010 -107.4 I= 50-5l8" 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 16.13.1-16.130 +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 -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 +80.0 -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 Protiew 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 6T 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 1 +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 +60.0 -106.0 +78.3 1 -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 +80.0 -130.0 +80.0 -130.0 +80.0 d125 +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 +80.0 -110.0 +80.0 -106.0 +80.0 -100.0 +80.0 -94.1 +80.0 -87.8 Equal-lite 38.464 +80.0 -130.0 +80.0 -130.0 +80.0 +80.0 -130.0 +80.0 -130.0 +80.0 -112.5 +78.9 -97.1 +69.1 -85.1 Custom Size 36.131-38.463 +80.0 -130.0 +80.0 -130.0 +80.0 +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 -130.0 +80.0 +80.0 -13M +80.0 -125.6 +80.0 -1121 +78.4 -96.5 +68.5 =84.4 76' Standard Proview 30.994-34.130 +80.0 -130.0 +80.01 -130.0 +80.0 -130.0 +60.0 -125.1 +80.0 -117.2 +80.0 -110.0 +78.7 -96.9 +68.7 -84.5 Custom Size 30.131-30.993 1 +80.0 -130.0 +80.0 -130.0 +80.0 -128.9 +80.0 -121.9 +80.0 -114.5 +80.0 -108.0 +80.0 -99.0 +70.2 -86.4 r �Fnm co.e oa A'iA an Aan n n _Ain n I man n A"n I man n I .A Ai¢ 2 on n A in K ,.an n Ane,ll -an n 00.1 I'm a oc a TABLE 5: Bottom Sash Sash Height Design Pressure(lbslfe)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 -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 AMO +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 15.944-19,661 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +8010 -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 +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 Custom Size 14.131-15.130 +80.0 -130.0 +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 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 -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 A30.0 +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 Proview 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 46' 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 -190.0 +80.0 -130.0 +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 -1.30.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 1 +80.0 -119.7 Equal-lite 24.964 +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 +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 �a Standard PaMew 20.194-22.130 +80.0 -130.0 +80.0 -130.0 +89.0 -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 G Custom Size 14.131-16.130 +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 +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 +80.0 -129.2 +80.0 -114.9 35 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 =a 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 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 +60.0 -130.0 +80.0 -116.7 +80.0 -104.3 0 o. 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 i= 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 +80X -107.0 Custom Size 16.131-18.130 +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 1 6121.7 +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 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 +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 -1 30.0 +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 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 -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 -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 -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 1 -130.0 +80.0 -130.0 +80.0 -130.0 +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 -130.0 +80.0 -130.0 +80.0 1 -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 1 +80.0 -130.0 +80.0 -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. -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 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -112.1 +78.4 -96.5 +68.5 -84.4 76" Standard Prmiew 30.994-34.130 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -130.0 +80.0 -113.0 +78.7 -95.9 +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 -130.0 +80.0 -115.2 +80.0 -99.0 +70.2 -86.4 r...a,-..,c:..., no 4�4 on aon ,.on n +on n �.on n inn n .ion n ian n -an n .ian n �.on n ,inn n inn n .iiF men n _oo �.7n n ._uc a tl TABLE 6: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 16" 25" 33" 3T' 41" 49' 49" 53-1/8" u ing Glass Ty es 1-3 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb rxrr TIN � � n� � a: � � � iuBottom Sash Mv g a g 2 a g DescriptionSash Height 3 �,Range(in) oxfor Given Range a ar $ m TABLE 6b: ¢ m m ¢ m ¢ m ¢ m ¢ m ¢ m Glass Descri tior 24" Equal-life 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 p 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 1** 1/8"Annealed 31" Standard Pro%iew 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 2121 "TIP TO TIP SIZE FOR Standard Proview 15.944-19.651 2 2 1 2 2 1 2 2121 2 2 2 2 2 2 2 2 2 2 2 2 2 2121 LIMITED TO 53-1/8"X 7( 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 2121 Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 2 2 2121 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 2 2 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 2 .2 46' Custom Size 16.131-18.593 2 2 1 212 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 2 2 2 2 2 2 2 2 2 2 2 Shortest 12-464-14.130 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 Pro�ew 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 2 2 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 ;= Shortest 12.464-14.130 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 25.777 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 24.131-25.776 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a ~ Standard Proview 20.844-24:130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 0 a Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 i= 50-5/8" Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 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 1 2 Shortest 12A64-14.130 3 2 1 1 3 2 1 3 1 2 1 3 2 2 3 2 .21 3 2 2 3 2 2 3 2 2 Equal-lite 31.964 2 3 1 1 2 31 1 12, 3 1 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 .311 3 3111 3 3 1 1 3 13 21 3 3 2 3 3 2 3 3 2 3 3 2 MINIMUM SASH HEIGHT FOR.FLANGED WINDOWS IS:TIP TO TIP HEI Standard ProiAew 25.794-28.130 3 211 3 2 1 3 2 1 11 3 2121 312 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 2 1 3 2 1 3 2 11 3 212 3 2 2 3 2 21 3121 21 3 2 2 MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS: 63" Custom Size 22.131-24.130 3 2 1 3 2 1 3 2 11 3 2121 3 2 2 3 2 2 1 3 12 12 1 3 2 2 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADII Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 1 3 2 2 3 2121 3 2 2 3 12 12 IT-2 2 `GLASS TYPE 2&3: Custom Size 18.131-20,130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 21 3 2 2 3 2 2 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEI MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDC Custom Size 16.131-18.130 3 2 1 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 FLANGED,RADIUS TOP WINDOWS IS:- Shortest 13.194*-16.130 4 121 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,RADII. Equal-lite 38.464 3 3 1 3 3 1 3 .3 1 3 3 2 3 3 2 3 3 2 3 3 2 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 OF 2 3 3 2 r-,m+4 m Ciao gd iqi_gR 1qn g 1 q q 1 q q I q q 7 q q 5 q TABLE 7: Anchor Quantities Required for Tip to Tip Width "Through-Frame"Installation 16" 25" 33" 37" 41" 45" 49" 53-1/8" u ing Glass Ty S 4-8 Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Bottom Sash Description Sash Height 3 3 3 3 3 3 Range(in) o o x o = o = o o = = for Given Range m ¢ m ¢ m ¢ mm ¢ m ¢ m ¢ m ¢ m TABLE 7b: 24" Equal-lite 12.464 1 2 1 1 2 1 1 1 21 1 1 2 1 21 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 31" Standard Prouiew 12.994-15:963 2 2 1 2 2 1 2 2 1 1 2 2 2 4 13/16"IG:3/16'2 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 1 2 2 21 2 2 2 2 2 2 2 2 2 2 2 2 6 13116"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 3116'Temperer Standard Protiew 15,944-19.651 21 21 1 121 2 1 11 2 2 2 2 2 2 21 21 21 21 21 21 21 2 1 21 2 21 21 8 13116"IG:3116 38-3/8" Custom Size 15.131-15.943 2 2 2 1 2 1 2 2 2 2 2 2 2 2 1 21 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 j 2 2 2 2 2 2 2 2 2 2 2 31 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 Proview 18.594-20.130 2 2 1 2 2 1 2 2 2 2 21 2 1 21 2 2 21 21 21 2 3 3 2 3 3 45" Custom Size 16.131-18.593 21 2 1 1 2 1 2 1 1 1 2 2 2 2 2 1 21 2 21 21 2 2 21 2 2 3 2 2 3 Custom Size 15.131-16.130 2 21 1 2 2 1 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 Equal4lte 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 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.i30 3 2 1 3 2 1 '3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 Z 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 P Standard PrNew 20.844-24.130 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 0 o Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 i= 50-5/6, 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 21 3 3 1 21 3 3 2 Standard Prmview 25.794-28.130 3 1 2 1 1 1 3 1 2 1 1 1 3 3 2 3 3 2 3 3 2 3 3 21 3 3 2 3 3 3 Custom Size 24.131-25.793 3 2 1 1 1 3 21 1 1 3 2 2 3 1 3 1 21 3 3 2 3 3 31 3 3 1 31 3 3 3 63" Custom Size 22.131-24.130 3 2 1 1 3 2 1 3 1 21 21 3 21 2 3 1 3 1 21 3 31 3 3 3 3 3 3 Custom Size 20.131-22.130 3 21 1 3 2 1 3 2 2 3 2 1 2 3 21 21 4 3 31 3 3 3 3 2 3 Custom Size 18.131-20.130 3 2 1 1 3 2 1 3 2 2 3 2 1 2 4 2 1 21 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 1 38.464 3 3 1 3 1 3 1 1 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 n per.,.,,c;h I 4A 131- AA 19n 7 R i I 4 q 1 Ii I R i 11 1 1 9 R d 9 d9 1 n A 1 911 A I R INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 I INSTALLATION ANCHORED THROUGH FRAME AN( OPTION 1. EDGE DISTANCE _ DIRECTLY INTO CONCRETE/CMU. Bi ANCHORED THROUGH r T EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. I EMBED- I 4 SASH VISIBLE _ MENT 'EDGE p e LIGHT WIDTH DISTANCE 1/4"MAX SHIM 19 26 FIXED VISIBLE 'J LIGHT WIDTH 1 SEE TABLE •':e . .a NOTE B.,FOR HEAD TYPE 18 30 A !• TYP.ANCHOR TYPE, " FIXED EMBEDMENT AND VISIBLE EDGE DISTANCE PER a• •d LIGHT SUBSTRATE,SEE HEIGHT TABLE 8. 31 5 OR 5B 32 TIP TO TIP WIDTH TYP.ANCHOR TYPE, EXTERIOR TIP SECTION A-A 45 EMBEDMENT AND EDGE V 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 SASH OPTION 4 ANCHORED THROUGH VISIBLE LIGHT FRAME INTO METAL HEIGHT i km=— TABLE 8: EXTERIOR Anchor Substrate Min. Edge Min. Distance Embedment 33 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" NOTES: 15 10 #12 Steel, Aluminum,6063-T5 min. 318" 0.063" 18-8 or 410 1)USE( OPTIONAL HI-RISE SS Screw A36 Steel 3/8" 0.063" TABLET SILL SHOWN.SEE Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga) INSTALL 1"WEEP 42 SHEET 10 FOR Concrete(min.3.35 ksi) ill 1-3/4" THE Will INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION ANCHORED THROUGH FRAME AN OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. E ANCHORED THROUGH r T--� EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. EMBED- I SASH VISIBLE MENT EDGE a LIGHT WIDTH DISTANCE 1/4"MAX SHIM 26 L _ � J •.., �, FIXED VISIBLE SEE TABLE LIGHT WIDTH 3 NOTE B,FOR °• a 30 18 HEAD TYPE TYP.ANCHOR TYPE, FIXED EMBEDMENT AND VISIBLELIGHT EDGE DISTANCE PER HEIGHT SUBSTRATE,SEE •a. ° 31 5 R 5B TABLE 8. BUCK WIDTH 32 TYP.ANCHOR TYPE, EXTERIOR HORIZONTAL SECTION A-i 45 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 14 SEE TABLE 8. }•� 1/4"MAX.SHIM 46 55 i • 43 DADE APPROVED MULLION,FBC BUCK P13 COMPLIANT ALUMINUM/STEEL FRAMING HEIGHT 63 bTf 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 T BLE 8: Anchor Substrate Min. Edge Min. 33 Distance Embedment NOTES 15 12 P.T. Southern Pine(SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum,.6063-T5 min. 3/8" 0.063" 1)USE OPTIONAL HI-RISE 16-8 or 410 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 V INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE �+ EMBEDMENT O EDGE DISTANCE 1/4"MAX SHIM 5 SASH VISIBLE LIGHT WIDTH 19 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 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 @ #10 OR#12 STEEL MIDSPAN OR 2 46 55 SELF-DRILLING BOTTOM LOCKS SMS(G5),SEE TABLE 9. 00 SASH 00 VISIBLE 00 LIGHT oo INSTALLATION HEIGHT OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL 16 STANDARD SILL EXTERIOR SHOWN.SEE 33 SHEET 9 FOR 42 $ OPTIONAL HI-RISE 1"WEEP SILL. NOTCH AT--N\ TABLE 9: EACH END 1/4„MAX Anchor Substrate Mih. Edge Min. r_ -- Distance I Embedment 2.560" 3.1; 2.848" 2.848" �-- .062" 1.125" �-+--- 2.848" 062" 062" - 2.112" I T 2.724" 1.489" ej Lx cu } :�]L- 987" 062" 062" .062" + L=s.1 LE O FLANGE FRAME HEAD O HEAD INTEGRAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O N 2.798" � 2: 2.798" 2.798" -� 2.798" -� 2.841" 3.466" 2.341" 3.508" .062" .062" .062" 062" 1.125" OO O FLAHI- NGE E FRAME SILL 1.125" 7 FLANGE FRAME SILL s EQUAL LEG FRAME SILL 1a s INTEGRAL.FIN O FRAME SILL INTEGI 11 2.273" -►� SILL-1 --►{ 1.300." 2.273" -►, .120" STRUCTURAL 170' 2 772" POLYISOBUTYLENE WITH V- 2.211" 2.105" DESICCANT 2.150'" .062" 062" EXT.GLASS .062" 1.300" --� 1.300" I-�-- 70 KODISPA 13 SASH TOP RAIL 14 FIXED MEETING RAIL 15 SASSHGBOTTOM RAIL- 1s SASH BOTTOM RAIL TABLE 11: ItemFP T Part# Description Material# 51 1 642001 Head, Flange Alum. 6063-T6 2 642017 Head, Integral Fin Alum. 6063:M 3 624028 Head, Equal-leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-T6 4A Jamb, Flange(Used For Alternate 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 Alternate Radius Top Head) Alum. 6063-T52 40 HEAD 7 1 624002 Sill, Flange Alum. 6063-T6 8 624018 Sill, Integral Fin Alum.6063-T6 INTERIOR 9 624029 Sill, Equal-leg Alum. 6063-T6 ^�1 10 624003 Sill, Hi-Rise, Flange Alum. 6063-T6 11 624019 Sill, Hi-Rise, Integral Fin Alum. 6063•T6 12 1 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. 6063-76 JAMB 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 606&:M 18 624051 Head Anchor Covar 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 624023/24 1/8"& 3/1&' 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 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 SAD 34 Setting Block(1/8"X 1/2"X4") Neoprene JAMB RAC 35A IG Setting Block (1/8"X 3/4"X 4') Neoprene 35B 7.24014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 17 38 1 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 0 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 Cofer&Trim Rioid Vinvi 4 MIAMII•DADE File Copv NIIANII-DADE COUNTY c o A PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONONIIC RESO 0 1f Miami,FL 33175 BOARD AND CODE ADNIINISTRATION DIVISION T315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ODE COMPLI8 'iamidade.sov/economy WinDoor,Inc. F o CIE COUNTY 104 Triple Diamond Blvd. ccwN/a j 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. 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"360"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. SH360LM-NOA, titled Series "360" Alum Single Hung WDW. (L.M.I./S.M.I.), sheets 1 through 14 of 14, dated 01/10/20, prepared by manufacturer, signed and sealed by 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. 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#20-0213.05 PLA consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. MIAMI•DADE COUNTY ✓B NOA No.20-0722.20 Expiration Date: May 05,2025 11/05/2020 Approval Date:November 05,2020 Page 1 4 WinDoor,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (See NOA #20-0722.13) 2. Drawing No. SH360LM-NOA, titled Series "360"Alum Single Hung WDW. (L.M.I./S.M.I.), sheets 1 through 14 of 14, dated 01/10/20,prepared by the manufacturer, signed and sealed by Lynn Miller,P.E. B. TESTS (See NOA #20-0722.13) C. CALCULATIONS (See NOA #20-0722.13) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (See NOA #20-0722.13) F. STATEMENTS (See NOA #20-0722.13) G. OTHERS 1. Private labeling agreement between WinDoor,Inc. and CGI Windows and Doors, Inc. document in conformance of RER guideline dated 09/12/2018. (Submitted under NOA #18-1001.19) 2. Notice of Acceptance No. 20-0213.05, issued to WinDoor, Inc. for their Series "360" Aluminum Single Hung Window—L.M.I., approved on 03/05/2020 and expiring on 05/05/2025. 3. Notice of Acceptance No. 20-0722.13, issued to CGI Windows and Doors, Inc. for their Series"360"Aluminum Single Hung Window—L.M.I., approved on 10/08/2020 and expiring on 05/05/2020. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0722.20 Expiration Date: May 05,2025 Approval Date: November 05,2020 E-1 General Window ections 1/2"(typ. flange) 1 11 10 FRAME AND VENT DETAILS FOR GLASS TYPES 1 & 2. 17 16 12 5 SEE SHEETS 5 & 7 FOR CAPACITIES. 667 I TH SHU WINDOW ARESNOTERRAT REO.R LARGE&SMALL MISSILE IMPACT. ...... ... Operobte Sash Het 'O8� 9 Installation Screws 609 4 (Refer to sheets M O 19 19 ( ) °i 9, 10 & 11 for Q 0 M spacing information) PRODUCT REVISED 14 as complying With the Florida ' ... ... Window Width BU.,A-Ho. Code (e NOA No. 20 0722.20 sot 002 Expiration Date 05/05/2025 e x t e r i o r 1 6" 6" By �J i9w) (w, JB Daylight Daylight JT max. max. Mlaml-0ade Product Control ca 3 9/16" Opng. Opng. 39/16" H I A)UPDATED TO FBC 2020. c AK-06129I20 :25 4 sa sT¢srs e e e MR CLAM OPTIONS Window Width Window Width 1100 o (Optlsnan E II II n: INSTRUCTIONS FOR USING CAPA ITY CHARTS., Surface Applied � n Muntin�Donal I) STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR V p AGIVEN Q A GNEN WINDOW OPENING, t STEP DETERMINE THE CAPACITY OF THE WINDOW 15 o ne 2 'L N H a, o SRE/CONFIGURATION/GLASS TYPE FROM CHARTS ON w ¢UT .9 ._ SHEEES 5 AND 7. = I -{ .�-• Z 2 \ O 3 ��tl slap Z h T 2 1 STEP 3 DETERMINE THE ANCHOR CAPACITY FROM SHEET 11 aP ZZz�S •• 1 c d $ FOR SINGLE OPENINGS,APPLICABLE TO ANCHORS TPE c T p Z N c N + A, B OR C SHOWN ON SHEETS 9 AND 10. 3 ^ O 5 x STEP 4 IF AWMINUM BUCKS ARE USED,VERIFY THE BUCK Addl. Anchor �H d �j F d n INSTALLATION CAPACITY FROM SHEET 13. At Mtg. Stile Ends aMeJp W STEP 5 FOR UNCUPPED MULLED WINDOWS DETERMINE Reqd. For Higher Loads ,, p g MULUON/MULUON ANCHORS CAPACITY FOR 1x4 TUBE (if Applicable) MULLION FROM CHARTS ON SHEET 12. See Chart On Sheet 11 ,Jg 1[9F, ^ Z01AG STEP 6 IF ALUMINUM BUCKS ARE USED DETERMINE BUCKFOT CapOcity a o z S = �a ANCHORING REQUIREMENTS FROM CHARTS ON SHEET 14. (OptionaQ g (a_'S THE LOWEST SELECTED VALUE APPLY TO THE INSTAUATION �o E ®��// t2.7 Z AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN SERIES %ear A-T.C1►111�T m cING.E. mgG WINDOW W Z 0 WO PRESSURES OBTAINED FROM STEP 1. y T APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINAl10N5 3 S Q O� j a (OptronoQ (Required)RO OF S.H./S.H.OR SINGLE HUNG WITH OTHER MIAMI-DARE COUNTY V s F Taays P APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Typical Elevation � pi IN BETWEEN. A 0 t c LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Z WILL APPLY TO ENTIRE SYSTEM. p S z THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE y0y s o^ W U REQUIREMENTS OF THE 2017 (6TH EDITION)/2020(77H EDITION) FLORIDA R g Z W SO N O e BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). nTTllacap sauag 1 B T 1BY OR 2BY WOOD BUCKS& BUCK FASTENERS BY OTHERS, MUST BE\ RE DESIGNED BU NDI IN TALLERSTRUCT ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ;oilANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS �� NY L NN nan 0 ....:....,�9 i a AND INSTALLED PER MANUFS INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE \ �1GEMSF'•/�� �� 631 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. P?.'• ..�� n e (Optional) A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Na.58705 lJ�\\ ALL SHIMS 7O BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE. _ t �. 5 aC- MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT ff—UCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Y�z REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE&ADOPTED STANDARDS. %OTE '• THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA ORION Standard 12 Psf Sill Optional 15 PSF Water Bar Adaptors SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY OF !i�s Ej\�� p CO CONDITIONS NESIST RESISTANCE IN�THIS DRAWING AREUCTURE RECEIVING THIS PRODUCT AND UTO BENG UND OPENING FOR WATERANALYZEDSEPARATELY,AND ''7ST6NALIE�;�`� Can not be used with lock type © RATION 7 TO BE REVIEWED BY BUILDING OFFICIAL A LYNN MILLER,P.E. P.E.A 68705 r: FRAME AND VENT DETAILS FOR GLASS TYPES 3, 3A, 4 AND 4A. SEE SHEETS 6 & 8 FOR CAPACITIES. O O OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE GLASS TYPES. 11 ,0 12 15 opa�allo sash Below Installation Screws s (Refer to sheets PRODUCT REVISED 4 ul 9, 10 & 1 1 for as complyln with the Florida spacing informdtion) ®ulmtne co�e 1 19 NOA-No. 20-0722.20 M 18 Window Width 14 F.xplratlon Date 05/05/2025 H Q G� 630 BY (typ L.� �J MIam .ade Product Control 6a2 e X t e r l O r �X.I I max. A)NO CHANGES THIS SHEET. 20 21 � H e AK-05128/20 (trp) (hp) 3 �3 Daylight z j8 Opening 3 o a" rn� i°E c a 4 sEE sHmis 6.A 6 FOR aLISS oPnoNs Window Width o'O Surface Applied M� Muntinl s (optional) � Q t W 01 •Z q ¢ 3 ZZK L O O TC, 2 _ o F 2 1 n 3 3 m m �R Addl.. St Anchor �f I� �azU� �e u uxvp S C m n Regd.AFoMtHigheire Ends Loads w c �j W CD 'ON (if Applicable) >� z sM0 Glazing at Insulated Laminated see Chart Shee t sCapacity1— For rn rn is E W oa 4 v QQn co C-4 2O O Typical Elevation A p a F gz W X 2 ,tllll ill!/,� 631 Q�• '•.� nS (opaannq N°.5e705 -D STATE r i s Standard 12 Psf Sill Optional 15 PSF Water Bar Adaptor s,oNA�1a Can not be used with lock type © A.LYNN MILLER P.E. P.EA6B705 PRODUCT REVISED as eompl ngg with the Florida Building ada NOA-No. 20-0722.20 Expiration Date 05/05/2025 Y Mlaml-0ade Product Control A)NO CHANGES THIS SHEET. e AK-08129120 Bill of Materials .s ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER REMARKS o 23201NG AS READ. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL o 2 CGI-612P AS READ. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK iu 3 #146-4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY z 4 N/A AS READ. GLAZING GLASS VARIES ❑ zo mod, z 5 N/A 1 COMPLETE SCREEN ALUM/MESH d o F g $ 6 CGI-615C 1 OR 2 COMBINATION EGRESS LOCK AND LIFT/PULL 1 9 WDWS. 28" WIDE & SMALLER & 616C ZINC CUSTOM CASTING xu1� L� ATTACHED W/(2) #8 X 5/B" FH SMS 2 ® WDWS. OVER 28" WIDE e g y �j '°N A30700 & OPTIONAL SWEEP LOCK & KEEPER (replaces 1 0 WDWS. 28" WIDE & SMALLER 7 C30705 1 OR 2 �> z sM0 item 6) ATTACHED W/(4) #6 X 5/8" FH SMS ZINC TRUTH HARDWARE OR EQUIV. 2 ® WDWS. OVER 28" WIDE . z _ 1 0 WDWS. 28" WIDE & SMALLER ®,�/ (D LL 8 18-11-XX-100 1 OR 2 LIFT/PULL ZINC TRUTH HARDWARE OF EQUIV. W 9 a Z 0 2 0 WDWS. OVER 28" WIDE Q m Fi r 9 COI-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING V ¢ +crags 10 VARIES 2 BALANCES (B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED A w 11 CGI-617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB +y w 12 CGI-618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS yy0 a _ W p 14 CGI-613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT q S N m 15 CGI-619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING La+u •°sao"a+,as 6 CGI-622N 2 BOTTOM R SYSTEM LIP AT OPERABLE VENT NYLON CUSTOM PASTING ANY L;i CGI-620C & 621N ZINC CUSTOM CASTING OPTIONAL — BALANCE ATTACHES TOR '�4cENsr' 18 N/A 16 VENT ASSEMBLY SCREWS S S VARIES / #10 X 1 1/4" PH SMS (2 PER CORNER) t; 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES #10 X 1 1/4" PH SMS (2 PER CORNER) _ No.58705 20 CGI-382V AS READ. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS 21 VARIES AS READ. STUCTURAL SILICONE SILICONE 3 SILICONES GE-1200, GE-2000, & DOW 995 ��0�., sT e J•:�W\ 22 CGI-632 1 OR 2 COMBINATIO�EGRESS XW5 80C SM IFT/PULL ZINC CUSTOM CASTING 1 0 WOWS. 28" WIDE & SMALLER .,ASS/ ATTACHED W 2 / (FOR USE WITH WATERBAR) 2 0 WDWS. OVER 28" WIDE r GNAL C rrrlrll1%01 23 — 2/ LITE SETTING BLOCKS EPDM — DUROMETER 65t5 SHORE A A.LYNNM01 R.P.E. P.F�56r06 I--3.572� I3.697 p N O O n N inns V; L N m m O N C1 Q O O N YN2 � o .080 ci 3.452� PRODUCT g REVISED 600-Frame Head 601-Frame Sill J eulainp@ond with the Florida 6063-T6 6063-T6 602-Frame Jamb 9 d 6083-T6 NOMNo. 20-0722.20 Expiration Date 05/05/2025 1.326 r-1,7D1. ANT SHAPES FOR GLASS TYPES 1 & 2 By 070 Miarn"ade Product Control o � 1.520 � 085 a n A)NO CHANGES THIS SHEET. L � 41.701 � .080 $ AK-Ofi129/2009D a .778 o .8321 c Q 604-Horiz. Rail 605-Fixed Intick. 606-Moving Intick 607-Side Rail 609-Glzg. Bead ,naa 6063-T6 6063-T6 6063-T6 W 1.326 �2.126 ^VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A ala = 1 p .326 —I D6fi mj o 5 QQQF J 1.32A70 1,777 Oat uNmo S .OBS 2.507 ,080 2.507 2.040 .100 -1 F-.258L .636 1 I DMa 1.632 I 3.134 1.328 F -T•. 0II �n.070 . .950-1 .957� Z O 1.701--1 Q `t' L1.658 V o d laa4s 629-Glzg. Bead 630-Glzg. Bead g 625-Horiz. Rail 626-Fixed Intick. 627-Moving Intick 628-Side Rail 6063-T6 6063-76 A Q 8'j�N rn 6063-T6 6063-T6 "�O z $ ZO 6063-T6 For Glass Types 4& 4A For Glass Types 3 & 3A U w .325y] {pry .135 $Z y W 1.094 a0a 'acaa celras 3.155 �,1GEPlSC'•,���i` .075 =;r� No.58705 - '•. 3 (�.' STATE O (V .375 •'•f(Of 101".•'• \�� e fvAL IN 6116�06W3a-tTeSr bar 63Wbar ill ll 0.LYNN MILLER, ,, P.E. P EA 58705 1/8" Ann. Glass 1/8" HS Glass 090"Interlayer 090'Intedayer By 'Ku lee sentryGlae Supplemental Test Results for: By 'Kuraray America, Inc.' By 'Kureroy America, Inc.' pp 075"Interlayer .075'Interloyer Air Infiltration - Water Leakage Resistance Forced Entry SaRex CP With PET Care SaBex CP With PEr Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' Test Type and Method Results 100"Interlayer .100'Interlayer Saflex HP Clear or Color Glass Saflex HP Clear or color Glass Air Infiltration Test (ASTM-E283) PRODUCT REVISED w By 'Eastman Chemical Co.' By 'Eastman Chemical Co: e ® 1.57 psf pressure differential PASSED ( .044 C.F. / Min / Sq Ft) :C as complying with the Florida a1 1/8" Ann. Glass m 1/8" HS Glass 0 6.24 psf pressure differential PASSED ( ,076 C.F. / Min / Sq Ft ) Building Code GEC1200 \ o Silicone Non No. 20-0722.20 GE-1200 Water Leakage Test (ASTM-E331) No leakage allowed Expiration Date05105/2025 GE-2001 GE-2000 without waterbar adaptor �� DOW-791 DOW-791 P PASSED ® 12.0 PSF g DOW-983 DOW-983 with waterbar adaptor PASSED ® 15.0 PSF 6Tami-Dade Product Control DOW-995 DOW-995 23 At 1/4 Points on Utes 23 At 1/4 Points On Utes Forced Entry Resistance test PASSED A)ADDED BACKBEDDING. Wider Than 36' Wider Than 36 'Glass Type "1" Glass Type „2„ ' (/ F56e & Grade 10) ', AK-06l29120 5/16" Nominal Glass 5/16" Nominal Glass $ Annealed/Annealed HS/HS EQUAL LITES WINDOWS EQUAL LITES WINDOWS EQUAL LITES WINDOWS DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY PSF DESIGN LOAD CAPACITY- PSF Width < WMOIr DIMS. GLASS TYPE'I'GLASS TYPE W AINDOW DIMS. GLASS TYPE'1'GLASS TYPE '2' WINDOW DDIS. GLASS TYPE'1'GLASS TYPE 12' WIDTH HEIGHT EKi.(+) 1NL(-) EXi.(+) TNT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EKT.(+) 1M.(-) WIDTH HEIGHT EKr.(+) 1NT.(-) EKL(+) INT.(-) slop Z 24' 100.0 210.0 100.0 210.0 24" 100.0 101.9 100.0 210.0 19-1/8- 100.0 210.0 1GO.D 210.0 1. 100.0 210.0 100.0 210.0 30, 100.0 118.8 100.0 120.0 26-1/2' 28" 100:0 210.0 100.0 210.0 7 T C z aas 32' 100.0 210.0 100.0 210.0 32" 100.0 111.9 100.0 120.0 37" 100.0 210.0 100.0 210.0 36' �" 100.0 180,0 100,0 210.0 36' 96• 100,0 101.5 100.0 120.0 53-1/8' 100.0 171.1 100.0 210.0 r •� }m 4�c 4- 100.0 p 42' 144.0 1D0.0 210.0 42' 85.4 B5.4 100.0 120.0 19-1/8" 100.0 210.0 100.0 210.0 O t $ ?� = 48' 100.0 120.0 100.0 200.0 48' 76:2 76.2 100.0 120.0 26-1/2" 38-3/8' 100.0 210.0 100.0 210.0 N Q o. �i3 N 54' 100.0 102.9 100.0 171.4 54" 68.9 68.9 100.0 120.0 37" 100.0 197.2 100.0 210.0 Ld �j ? OMO 24' 100.0 210.0 1G0.0 21.0.0 24- 100.0 142.4 100.0 210.0 53-1/8' 100.0 124.1 100.0 206.9 pC o z 30" 100.0 199.7 100.0 210.0 30' 100.0 102.2 100.0 120A 19-1/8" 100.0 210.0 100.0 210.0 a = 32' 60" 100.0 190:3 100.0 210.0 32' 108, 94.8 94.9 100.0 120.0 26-1/2' 50-5/8" 100.0 210.0 100.0 210.0 Equal Lite Window ®Fc4 z IL 36, 100.0 164.3 100.0 210.0 36, 85.9 85.9 100.0 120.0 37" 100.0 16BZ 100.D 210.0 A m to O 42- 100.0 128.0 100.0 21D.0 42' 75.3 75.3 100.0 120.0 53-1/6' 100.0 101.2 100.0 168.7 45" 100.0 104.7 100.0 120.0 1. 68.8 1 60.6 100.0 120.0 19-1/8' 100.0 210.0 100.0 210.0 ti F iaa45 54" 88.6 88.6 100.0 120.0 24- 100.0 120.0 100.0 120.0 26-1/2- 100.0 207.5 100.D 210.0 A Q }�, 0 24' 100.0 201.1 100.0 210.0 JO' 90.7 90.7 100.0 120.0 37" 83" 100.0 12TO.O 54.9 100.0 210.0 Mj O 30' 100.0 182.1 100.0 210.0 32' 120' 83.6 83,6 100A 120.0 53-1/8' 88,1 88.1 100.0 120.0 q ga Z 32' 72" 10D.0 187.8 100.0 210.0 3B' 75.9 75.9 100.0 120.0 19-1/8" MCA 10.0 100.0 210.0 VV,F 36" 100.0 150.7 100.0 210.0 42' 66.4 66.4 100.0 120.0 25-1/2' 72" 100.0 81.5 10D.D 210.0 F7 g g y 42- 100.0 120.0 100.0 12D.0 37- 100.0 46.E 100.0 210.0 e110 asap sauas 100.0 120.0 53-1/8' 82.0 2. 1100.0 120.0 54' 80.0 80.0 100.0 120.0 19-1/8" 100.0 100.0 210.0 24' 100.0 179.1 100.0 210.0 26-1/2" 100.0 171.4 100.0 210.0 �`�\\\O.......... 30' 100.0 143.4 100.0 210.0 37' 78 100.0 136.8 100.0 210.0 ����� �IC'ENS6•?/���'� 32' 100.0 135.3 100.0 210.0 53-1/8' 60.0 60.0 100.0 120A �• •'.� �r A` 36' � 100.0 120.0 100.0 120.0 0.58705 42- 100.0 106.1 100.0 120.0 6 ��a 48' 85.6 85.6 100.0 120.0 '}0 �' 54' 74.e 74.8 100.0 120.o All values shown are Design PSF (Pounds per Square Foot) �0 FT TE F ..•4Q NI0A4s CAPACITIES ON THIS SHEET ARE VALUES FOR EXTERIOR LOADS(+) SHOWN ARE �!,�S�'tnR.DP' ('j;�.`` S BASED CA AST E1300-09 (3 SEA. OUSTS) FOR SILL WITH WATERBAR ADAPTER AND FLORIDA BUILDING COMMISSION FOR WINDOWS WITHOUT WATERBAR ADAPTER DECLARATORY STATEMENT DCA05-DEC-219 LIMIT EXTERIOR(+) LOADS TO 80.0 PSF A LYNN MILLER.P.E. REA 58705 NOTE: 090"Interlayer .090"Interlayer GLASS CAPACITIES ON THIS SHEET ARE SentryGlas SentryGlas BASED ON ASTM E1300-09 (3 SEC. GUSTS) By Kuroroy America, Inc.' By'Kuroroy America, Inc.' AND FLORIDA BUILDING COMMISSION 075"Interlayer 075"Interlayer DECLARATORY STATEMENT DCA05-DEC-218 3/1 6" HS*13�y P With PET Core 3/1 6" AN. Sofiex CP With PEr Core an Chemical Co.' BY'Eastman Chemical Co.' rloyer 100"Interlayer EQUAL PATES 'WINDOWS Clear or Color Glass Safex HP Clear or Color Glass an Chemical Co.' By 'Eastman Chemical Co.' DESIGN LOAD CAPACITY-PSF 3/16" HS 3116" ANN WINDOW DIMS. GLASS TYPE'8' LASS TYPE'BA'GLASS TYPE W LASS TVPE'4A' GEc1200 rxc Silicone PRODUCT REVISED GE-1200 as complying with the Florida WIDTH HEIGHT DR.(+) 1NT.(-) EXL(+)TNT.(-) EXT.(+)1Nr.(-) DM(+) 1Nr.(-) GE-2000 GE-2000 Building Code 24" 100.0 210.0 100.0210.0100.0 210.0 100.0 209.0DOW-791 DOW-791 NOA-No. 20-0722.20 30" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 209.0DOW-983 DOW-983 DOW-995 DOW-995 Fxplmtlon Date 05/05/2025 32" 100A 210.0 100.0 210.0 100.0 210.0 100.0 209.04 Points On Utee At 1/4 Points On Utes 38' �" 100.0 210.0 100.0 210.0 100.0 210.0 10D.0 203.0 GLOSS Type 3 er Than 36' ' 3 Wider Than 36" By 090" Interlayer Glass Type '3A' Miami-Dade Product Central 42" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 171.0 SentryGlas 090"Interlayer 48• 100.0 200.0 100.0 200.0 100.0 200.0 I00.0 148.0 1*ace �� y 'Kuroroy America, Inc.' 1 8" ANN SentryGlas 3 8" Air Space / A)ADDED BAGKBEDDING. 54" tOD.O 171.4 100.0 171.4 100.0 171.4 100.0 131.0 / 075"Interlayer By'Kuroroy America, Inc.' �qK-0629120 1/8"H.S. GLASSaflex CP With PEr Core 24• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 209.0 3/8" Air Space 075'Interlayer �^ ORy'Eastman Chemical Co.' Saflex CP With PET Core 30" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 200.0 1/8"TEMP. GLASS00'Interlayer 1/8"ANN.GLASS By'Eastman Chemical Co.' 32" 100.0 21 D.0 1OD.0 210.0 100.0 210.0 100.0 188.0 aflex HP Clear or Color Glass OR 80• Eastman Chemical Co.' 1/8'TEMP.GLASS I00"Interlayer 36" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 156.0 y Saflex HP Clear or Color Glass %L EDGE SPACER1/�" HS By 'Eastman Chemical Co.' 42" IOD.O 210.0 100.0 210.0 100.0 210.0 100.0 135.0 ST. STEEL BY'CARDINAL Q �r Silicone 1 8" ANN 4B' tOD.O 120.0 100.0 120.0 100,0 120.0 100.0 117.0 ORGE-1200 %L EDGE SPACER / o •"aa DURASEAL BY'QUANEX _ ST. STEEL BY'CARDINAL' r%xd Silicone 54' 100.0 120.0 100.0 I20.0 100.0 120.0 100,0 101.0 ORDOW�791 OR GE-1200 Z 24" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 205.0 SUPER SPACER BY'QUANEX DURASEAL BY'QUANEX' GE-2000 a1o0 Z 30" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 155.0 DOW-983 OR DOW-791 Q DOW-995 SUPER SPACER BY'QUANEX' DOW-983 t 1/4 Points All Sizes , myZ 32" 100.0 2tD.o 100.0 191.z 1oD.o 21D.D 100.0 147.o Glass Type 4 DOW-995 -' E. 36" 72^ 100.0 210.0 100.0 198A 100.0 210.0 100.0 137.0 3 At 1/4 Points All Sizes EQUAL LITE5 WINDovPs Glass Type "4A" } $ �s 42" 100.0 120.0 10D.0 120.0 100.0 120.0 100.0 1IB.0 m 45" 100.0 120.0 100.0 120.0 100.0 120.0 10D.0 102.0 DESIGN LOAD CAPACITY -PSF U TU 54" 100.0 120.0 100.0 120.0 100.0 720.0 88.5 88.5 WINDOW DIMS. GLASS TYPE'8'GLASS TYPE'SA'GLASS TM V LABS TYPE'4A' TO NOTE: FOR SMALL MISSILE IMPACT RATING a.� �' � � ON 24" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 160.0 WIDTH HEIGHT W.(+) TNT.(-) Da.(+) TNT.(-) EXT.(+) 1NT.(-) DR.(+) 1NT.(-) THE EXTERIOR PANE FOR GLASS TYPES "4" �s $ Z DMO 30' 100.0 210.0 100.0 210.o 100.0 21 D.0 100.0 136.0 19-1/8' 160.0 210.D 100.0 210.0 I00.0 210.0 100.0 210.0 AND "4A"MUST BE TEMPERED. a_;9 _ (INSTALLATIONS ABOVE 30 FT. OF GRADE) 32^ 100.0 210.0 1ao.o 21D.o too.o 210.0 100.o tz9.o 28-1/2' 100.0 210.0 100.0 210.0 100.0 210.0 100.D 210.0 width 36" 84" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 117.0 37" 26s 1OG.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 Z LL 42' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.0 53-1/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 �� J a) 4B" 100.0 120.0 100.0 120.0 100.0 120.0 92:7 92.7 1s-1/8' 100.0 210.0 1OD.0 210.0 100.0 210.0 100.0 210.0 o Yf pry iaa4S 54" 100.0 120.0 100.0 120.0 100.0 120.0 80.4 80.4 26-1/2" 38-3/B" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 A D W N � Q 24" 10D.0 210.0 100.0 210.0 100.0 210.0 100.0 157.0 37" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 x �J (� 30" 100.0 120.0 1 100.0 120.0 100.0 120.0 1W.0 117.0 1 53-1/8" 100.0 206.9 100.0 206.9 100.0 206.9 100.0 180.0 32 100.0 I20.0 I00.0 120.0 100.0 120.0 100.0 109.0 19-t/8' 100.0 210.o I0D.0 2I0.0 100.0 210.0 100.0 2I0.0 •� !-i Vy Z O 36' 88• 10D.0 12D.0 100.0 120.0 100.0 120.0 100.0 102.0 26-1/2" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 2I0.0 O r N'O v LU 50-5/8" N O i••i Z W 42" 100.0 120.0 100.0 120.0 100.0 120.0 90.8 90.6 37" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 183.0 48" 100.0 120.0 700.0 120.0 100.0 120.0 80.9 83.7 53-1/8' 100.0 188.7 100.0 188.7 100.0 168.7 100.0 123.0 W aqi! •asap sauag 54" I00.0 120.0 100.0 112.6 1DO.0 120.0 73.2 74.5 19-1/8" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 24" 100.0 210.0 100.0 210.0 100.0 210.0 10D.0 140.D 26-1/2" 83" 100.0 210.0 109.0 210.0 100.0 210.0 100.0 210.0 \��` �,(LYIM,IL, 3D" 100.0 t20.0 100.0 120.0 100.0 120.0 100.0 103.0 37" 100.0 210.0 100.0 191.9 100.0 210.0 100.0 145.0 Equal Lite Window ;`�� �ICENse•c,�<<' 32' 108" 100.0 120.0 IOD.0 120.0 100.0 120.0 97.6 97,11 53-1/8- 100.0 120.0 100.0 120.0 100.D 120.0 100.0 99.0 36' toD.o 12 0 .0 100.0 120.0 100.0 120.0 e8.9 88.9 19-1/8" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 All values shown are Design PSF (Pounds per Square Foot) ` Nn.58705 42" 100.0 120.0 100.0 120.0 100.0 120.0 79.4 79.4 26-1/2' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 184.0 - Yr 4e^ ioo.o 120.0 100.0 112.2 100.0 120.0 72.8 72.8 37" 72• 100.0 210.0 100.0 196.5 100.0 210.0 100.0 t34.o VALUES FOR EXTERIOR LOADS(+) SHOWN ARE - u ( �0 ZD >r: 24" 100.0 120.0 10D.0 120.0 100.0 120.0 100.0 129.0 53-1/8' 100.0 120.0 100.0 120.0 100.0 120.0 94.6 90.0 FOR SILL WITH WATERBAR ADAPTER 41j, 30" 100.0 120.0 100.0 1zo.o 100.0 120.0 94.7 94.7 19-1/B' 100.0 21D.D 100.0 210.0 100.0 210.0 100.0 210.0 FOR WINDOWS WITHOUT WATERBAR ADAPTER %�'� •.iy .F4orznP LIMIT EXTERIOR(+) LOADS TO 60.0 PSF 32" 120 100.0 120.0 100.0 120.0 100.0 120.0 88.9 88.9 26-1/2' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 169.0 '�i 36" 100.0 120.D 1 D0.0 120.0 100.0 120.0 80.2 80.2 37" 100.0 210.0 100.0 194.8 100.0 210.0 100.0 124.0 /r 1 1 I I I 1 111 42' 100.0 120.0 t00.0 114.1 tOD.O 120.0 70.3 70.3 53-1/B' 100.0 120.0 100.0 12D.0 100.0 120.0 BB.3 85.0 A LYNN MILLER,P.E. PM.R 58705. 1/8" Ann. Glass 1/8" HS Glass .090'entr Interlayer 090"Interlayer Supplemental Test Results for: Setl'Kurc a SentryGlas By'Kuraray America, Inc.' By'Kuraray America, Inc.' Air Infiltration - Water Leakage Resistance - Forced Entry 075"Interlayer 075" Interlayer saflex CP With PET Care Saflex CP With PET Core Test Type and Method Results By 'Eastman Chemical Co.' By'Eastman Chemical Co.' 100'Interlayer tOD'Interlayer Air Infiltration Test (ASTM-E283) Saflez HP Clear or Color Glass Saflex HP Clear or Color Glass ® 1.57 psf pressure differential PASSED ( .044 C.F. / Min / Sq Ft ) By'Eastman Chemical Co.' By'Eastman Chemical Co.' +' 1/8" Ann. Glass ® 6.24 psf pressure differential PASSED ( .D76 C.F. / Min /Sri Ft ) PRODUCT REVISED a] m 1/8" HS Glass as complying with the Florida N Silicone N Water Leakage Test ASTM-E331 No leakage allowed Building Code N a1 _ iv y Silicone g ( ) g NOA-No. 20-0722.20 \ GE-2000 \ GE-1200 without waterbor adaptor PASSED ® 12.0 PSF GE-20D0 Expiration Date 05/05/2025 ri DOW-791 DOW-791 with waterbar adaptor PASSED ® 15.0 PSF DOW-983 DOW-983 By DOW-995 DOW-995 Forced Entry Resistance test PASSED Miami-Dade Product Control 23 At 1/4 Points On Utes 23 At 1/4 Paints On Utes (ASTM F588 & Grade 10) Wider Than 33" Wider Than 36" Glass Type "1" Glass Type n2a E AK�62920DED CKBEDDING. 5/16" Nominal Glass 5/16" Nominal Glass A Annealed/Anhealed HS/HS UNEQUAL LITES WINDOWS (ORIEL) UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY- PSF qN Q WINDOW DIMS. TOP VIEW GLASS TYPE 'I'GLASS TYPE'2' WINDOIT DII1S. TOP GLASS TYPE 'i'GIAS9 TYPE'2' O •nay WIDTH HEIGM HEIGM EXT.(+) 1NT.(-) (OCr.(+) 1NT.(-) WIDTH HEIGHT HEIGHT EXT.(+)1NT.(-) EXT.(+) INT.(-) - W 24" 100.0 161.9 100.0 210.0 19-1/8" 100.0 210.0 100.0 210.0 Iza aloe Z 30" 100.0 11B.8 100.0 120.0 26-1/2" 96" �° 100.0 138.5 100.0 210.0 zz g R 32" 100.o 111.9 100.0 120.0 37" ( .) 99.3 99.3 100.0 120.0 j tY9 N N 36" (MAX) 100.0 101.5 100.0 120.0 53-1/8" 69.8 69.8 100.0 120.0 }O o 42" 85.4 85.4 100.0 120.0 19-1/8" 10D.0 210.0 100.0 210.0 ggqm 2 i4 ua s o� 48" 76.2 76.2 100.0 1 120.0 26-1/2" 10B- 54" 100.0 120.0 100.0 120.0 U U d W W 54" 88.9 68.9 700.0 120.0 1. (MAX-) 83.6 83.6 1DO.O 120.0 apt, 24' 100.0 142.4 100.0 210.0 19-1/8" 100.0 210.0 100.0 210.0 aC c Z 0Ma 30" 100.0 102.2 IOD.O 12D.0 28-1/2" 120" 60° 100.0 108.E 100.0 720.0 a.-Z t_D 1 32" 94.9 94.9 100.0 120.0 37' (MAX') 73.7 73.7 100.0 120.0 ®.�,,,// /� "�- 36• (MAX.).) " 85,9 85.9 700.0 120.0 19-1/8° 1aO.0 210.0 100.0 210.0 Ei W O 42• 75.3 75.3 100.0 120.0 26-1/2" 120" 66• 99.5 99.5 100.0 120.0 !t`�� co n 48' Eggs 68.E 100.0 120.0 37' ( ') 65.7 65.7 100.0 720.0 �Zp Fina- laay5 24' 100.11 720.0 100.0 120.0 19-1/8' 120- 100.0 210.0 100.0 210.0 aI 72" VALUES FOR EXTERIOR LOADS(+) SHOWN ARE Q o o 30' so.7 90.7 100.0 120.0 26-1/2" (MAX.) 93.9 93.9 to0.0 120.0 FOR SILL WITH WATERBAR ADAPTER 32' t2o^ so- B3.s 83.8 100.0 120.0 19-1/8" 120" 78, 100.0 t20.0 100.0 120.0 FOR WINDOWS WITHOUT WATERBAR ADAPTER p z 36" (MAX.) 75.9 75.9 100.0 120.0 26-1/2` (MAX.) 88.0 88.0 100.0 120.0 LIMIT EXTERIOR(+) LOADS TO 80.0 PSF U�� a2` ss.4 66.4 100.0 120.0 19-1/8` 100.0 120.0 100.0 120.0 S a"� rn 24• too.o 120.0 1ao.a 120.0 26-1/2" (1Mnx) 84" 79.e 7s.6 100.o tzo.o z N width silo 'asao sa"as 30" 120" 66• 81.7 61.7 100.0 120.0 32• (MAX.) 77.7 77.7 100.0 120.0 ,1�71 'r!r/ Y 36' 67.4 67.4 100.0 120.0 .......... ,' •,•.. i / �Y Liv ! 24' 100.0 113.E 1 100.0 120.0 NOTE; .S.•. �.IGE."lS�.'•,��� i 30` 120" 72" 77.1 77A 100.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE o+ Top Vent X •..�1 BASED ON ASIM E1300-09 (3 SEC. GUSTS) 5 ¢ ztr; No.58705 32" (MAX.) 70.1 70.1 1oo.0 120.0 AND FLORIDA BUILDING COMMISSION •L _ '."r' 36' 60.3 60.3 100.0 720.0 DECLARATORY STATEMENT DCA05-DEC=219 .l� r 24" 100.0 120.0 100.0 120.0 N ... 30" 120" 78" 71.2 71.2 100.0 120.0 Q n`•'• sCATE F This Lite must be 32" (MAK•) 63.8 63.8 100.0 120.0 Equal to or smaller ''•^�ORIDh.••'•��� za" 100.0 1zo.o too.o rzo.a than the.Top Lite / NAL CGS` O E• 120" 84. /!!l11I111011 JO' MAX.) 88.E 88.E 100.0 120.0 All values shown are Design PSF (Pounds per Square Foot) Unequal Lite WIT1doW A LYNN MILLER,P.E. P.E.#68708 090'Irderlayer 090'Intedayer SentryGlos SentryGlas By 'Kuraray America, Inc.' By'Kuraray America,Ina.' 075"Intedayer 075"Intedayer 3/16" HS Saflex CP With PET Core 3/16kAN With PET Core Bf''Eastman Chemical Co.' 'Eastman Chemical Co.' 100'Intedayer erayer Saflez HP Clear or Color Glass Clear or Color Glass By'Eastman Chemical Co.' an Chemical Co.' 3/16" HS3/16" ANN Silicone Silicone PRODUCT REVISED GE-1200GE-1200 es complying with the Florida Building Code GE-2000GE-2000 NOANo. 20-0722.20 DOW-791DOW-791 DOW-983DOW-983 Expiration Date 05/0512025 NOTE: DOW-995DOW-995 GLASS CAPACITIES ON THIS SHEET ARE e " At 1/4 Paints On Utes Points On Utes ByBASED ON ASTM E1300-09 (3 SEC. GUsrS) GLOSS Type 3 Wider Than 3s Glass Type 3A Wider Thon 36• Miami-Dada Product Control AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1/8- HS 090"Intedayer 090"Intedayer / 1/8" ANN By 'K Glas A SentryGlas By 'Kureray America, Inc. )ADDED&4CKBEDDING. UNEQUAL LITE3 WINDOWS ORIEL 3 8° Air Space By Kureray America, Inc.' o AK-08/29f20 (ORIEL) / P 075"Intedayer 3/8" Air Space 075•Inter) r .s 1/8-H.S. GLASS Saflex CP With PET Core Saflex CP With PET Core DESIGN LOAD CAPACITY-PSF OR By Eastman Chemical Co.' 1/8"ANN.GLASS By'Eastman Chemical Co.' WINDOW DIMS. TOP GLW TYPE's' L199 TYPE'ae GLASS TYPE W USS TYPE'4A' 1/8'TEMP,GLASS 100"Intedayer 1/8"TEMP. GLASS 100'Intedayer WIDTH HEIGHT HEIGHT IXT.(+)1NT.(-) EXT.(+) 1NL(-) IXT.(+) 1NT.(-) E T.(+)1NT.(-) Saflex HP Clear or Color Glass Saflex HP Clear or Color Glass 24" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 154.0 'Eastmon Chemicol Co.' By'Eastmon Chemical Co.' Q XL EDGE SPACER 1/8- HS XL EDGE SPACER 1/8" ANN ii73 ,,,aa 30" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 114.0 ST. STEEL BY'CARDINAL! r%xa Silicone ST. STEEL BY'CARDINAL! astir Silicone W 32" 100,0 120.0 100.0 120.0 100.0 120.0 100.0 114.0 GE-1200 oR GE-1200 98' 4B' DURASEAL BY'QUANEKR' GE-2000 DURASEAL BY'QUANIX' GE-2000 a,a0 38" 100.0 120.0 100.0 120.0 100.0 120.0 99.9 99.9 �SU $ ( ) SUPER SPACER BY'QUANIX' DOW-791 OR DOW-983 Z p 4 O 42" 100.0 720.0 100.0 120.0 100,0 120,0 88.8 88.8 SUPER SPACER BY'OUANEK' DOW-983 48" 100.0 120.0 100.0 120.0 100.0 120.0 82.3 82.3 3 DOW-995 3 DOW-995 54• 100.0 120.0 1 100.0 112.6 100.0 120.0 73.7 73.7 Glass Type "4" At 1/4 Points All Sizes Glass Type "0" At 1/4 Pointe All Slzes dsg 24" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 138.0 30' #00. 120,0 100.0 120.0 100.0 120.0 f00.0 101.0 UNEQUAL. LITES WINDOWS (ORIEL) NOTE x C7 uJ TO QUAUFY FOR SMALL MISSILE IMPACT RATING U 32' 120.0 100.0 120.0 100.0 120.0 100.0 101.0 DESIGN LOAD CAPACITY- FSF THE EXTERIOR PANE FOR GLASS TYPES '4" R. DMO 38" 108' 54" 120.0 100.0 120.0 100.0 120.0 87.4 87.4 WINDOW DIAffi. GLA33 TYPE's' TYPE'sA'OIdS9 TYPB'4' IA95 TYPE'4s' AND "4A" MUST BE TEMPERED. TOP (INSTALLATIONS ABOVE 30 Fr.OF GRADE) a�Z 'L' O V) 42' 120.0 100.0 120.0 100.0 120.0 78.2 78.2 WIDTH HEIGHT HEIGHT EXT.(+) IW.(-) EXT.(+)1NT.(-) EXT.(+) 1NL(-) EXi.(+) 1M'.(-) =48' 120.0 100.0 112.2 100.0 120.0 71.5 71.5 19-1/8 100.0 210.0 100.0 210.0 100.0 210.0 100.0 2G9.0 0 r 24" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 127.0 26-1/2• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 135,0 width ^Ix z y O 30" 1G0.0 120.0 100.0 120.0 100.0 120.0 93.4 93.4 37" ( 6 �" 100.0 120.0 100.0 120.0 100.0 120.0 97.8 97.8 �� �/ ir 03 m m 32" 120' 60, 100.0 120.0 100.0 120.0 100.0 120.0 1 93.4 1 93.4 53-1/8' 100.0 120.0 100.0 114.4 100.0 120.0 75.4 75.4 O.I < 1aay5 36' (�•) 100.0 120,0 100.0 120.0 100.0 120.0 79.0 79,0 19-1/9" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 204.0 r _' WWW Ld a 42- 100.0 120.0 100.0 114.1 100.0 120.0 69.1 69.1 26-1/2" 108" 54" 100.0 120.0 100.0 120.0 100.0 120:0 100.0 120.0 Top Vent XX l� try LLzzUuu o 24' 100.0 120.0 100.0 120.D 100.0 120.0 100.0 120.0 37' (MAX) 1 100.0 120.0 100.0 120.0 100.0 120.0 85.4 85.4 30" 120• 86" 100,0 120.0 100.0 120.0 1DO.0 120.0 83.7 83.7 19-1/8' 1 100.0 1 210.0 100.0 1 204.2 1 100.0 210.0 100.0 205.0 z uuuSSS 111 32• (MAX,) 100.0 120.0 100.0 120.0 100.0 120.0 83.7 83.7 26-1/2" 120' 60' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 107.0 O N g Z W '� 36" 100.0 120.D 100.0 126.0 100.0 120.0 70.0 70.0 37" (MAX-) 100.0 120.0 100.0 1 120.0 100.0 120.0 1 77.1 77.1 N Ni -asap caua5 24' 100.0 120.0 100.0 120.0 .100.0 120.0 100.0 117.0 19-1/8• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 207.0 This Lite must he Equal to or smaller a• , 30 120, 72' 100.0 120.0 1DO.0 120.0 100.0 120.0 76.2 75.2 26-1/2" i1200' 66" 100.0 120.0 100.D 120.0 100.0 120.0 99.7 99.7 than the Top Lite 1,1 32' (�-) 100.0 120.0 100.0 12D.0 100.0 120,0 78.2 76.2 37" ( > 100.0 120,0 100.0 120.0 100.0 120.0 6B.4 68.4 �� '..(; .7�'''/�l� 38' 100.0 120.0 100.0 120.0 100.0 115.2 61.9 01.9 19-1/8' 120' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 199.0 `c 24• 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 26-1/2" (MAX.) 72 100.0 120.0 100.0 120.0 100.0 120.0 84.5 94.5 Unequal Lite Window = �F:' N0.s8705 3D' 120' 78' 100.0 120.0 100.0 120.0 100.0 120.0 72.2 72.2 19-1/8' 120" 7B. 100.0 210.0 100.0 210.0 700.0 2to.0 100A 192.0 32' ( •) 100.0 120.0 100.0 120.0 100.0 120.0 72.2 72.2 26-1/2- (MAX.) 100.0 120.0 100.0 720.0 100.0 120.0 91.3 91.3 �Ji '.(J� 24• 12o" B4, 100.0 120.0 100.0 1zo.O 100.0 120.0 1DD.o t1e.o 19-1/e" tzo' 84• 10010 z1G.o too.o z1o.o 100.o z1o.o 1ao.a 161.0 p�•. vmow-0;4(�� 30• (MAX.) 100.0 120.0 100.0 120.0 100.0 120.0 68.9 68.9 26-1/2' (MAX.) 100.0 120.0 100.0 120.0 11 120.0 89.2 89.2 c All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR FOR SILL WITH WARE BAR AADAPTER SHOWN ARE S,,OhlALr��1`\�` FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+) LOADS TO 80.0 PSF A LYNN MUMK P.E. P.11968M Installation Type „A„ IMPORTANT NOTE: TYPICAL ANCHORS: SEE ELEV. FOR SPACING w/ 1 x 4 Beveled P.T. Wood Buck Wood Bucks must sustain 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) loads imposed by glazing system and transfer 1/4" DIA. ULTRACON+ BY 'DEWALT (Fu=164 KSI,Fy-148 KSI) Buck bed in ��• �;x°' n " 4 •�, them to the building 114" DIA. HILTI KWIK—CON II (Fu=183 KSI, Fy-157 KSI) sealant (typ) o• ," structure. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES " .;•4;�•• ° 1-1/2" MIN. PENETRATION INTO WOOD PRODUCT REVISED I THRU 1 BY BUCKS INTO CONC. OR BUCKS as complying with the Florida 1/4" Diu. --�� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ND dingg 20-0722.20 Flat Head Sealant 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Ultracon, Explradon Date05/0512025 Ultracon+ or (typ) E DIRECTLY INTO CONCRETE OR BLOCKS Kwik—con m 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 8y Gam. or equal) O o a 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) Miami-Dade Product Control H E 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) A)ADDED ULTRACON+ INTO METAL STRUCTURES (HEAD SILL/JAMBS) = ANCHORS. (3) THREADS MIN. TO EXTEND EYONND METAL THICKNESS :6 AK-06/28/20 ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) d STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) a• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) --- #14 SMS(GRADE 2 CRS) Q 3 1/2" INTO MIAMI—DADE COUNTY APPROVED MULLIONS 3 "a Min. (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS W ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) (NO SHIMS) "loo Z a MIT STEEL• 1/8" THK. MIN. (Fy = 36 KSI MIN.) 4 O i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o Z ,,� '• --- TYPICAL Enr.F DISTANCE � 2 3/4" INTO CONCRETE AND MASONRY = 2-1/2" MIN. mo�� All93 INTO WOOD STRUCTURE = 1" MIN. a$ .eU pp ra INTO METAL STRUCTURE 3/4" MIN. � 3 a ; 1 x 4 Beveled P.T. 5 LD ON OM0 Wood Buck (typ.) WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. y z t 2 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 1 1/4" p�, A 9 m 1n z 0 Min. Values for Installation Type "A" apply to the following installation types, with i maximum shim space 1/4": og' +aays 1— Using tby P.T. wood bucks, min. 3/4" thick, a 15 Optional 2— Directly into mason {w N p y masonry, without the use of wood bucks. U w = $ Non—beveled yy O Sealant (dote) 3— Directly into a steel or aluminum structure R Sz ¢ m --� Min. 1/8" thick and using #14 Teks or Self drilling screws. =nt '"sao sal,�s Structure must be designed by others to sustain the loads imposed by the window. I �•' v .; No.50705 2 3/4' 2 3/4- 'moo'• ' o p.. .a 9' v " !�•• u �D oZ d Zr.: MIn. Min. o ,, .�` Optional Pre—Cast Sill %���'•.,F<oaina •''��: P.E. P.Eil50705 Instpllption Type "B" Installation Type "C" w/ 2 x 4 Beveled P.T. Wood Buck based on wood penetration only using 1 x 4 or 2 x 4 wood bucks In d be k Buck bed in •tea: a Buck�:' e •o n "• asReOompiCn with the FloNaa sealant (typ) A, d sealant t wtdor u"t u r e g (YP) Building ode e NOA-No. 20-0722.20 piration Bate 1/4" Dia. Flat Head I Sealant MIamHDade Produe!Control Itracon/Ultracon+/Kwik—Con _ 1/4" Dia. Flat Head (typ) E (or Equal) Sealant Teks Or A)NO CHANGES THIS SHEET. 1-1/2" Min. Wood Embed (typ) E �4" Dia. Ultracon/Ultracon+ AK-oerzerzo Kwik—Con Fasteners O E E H O � a E � d \ 1 x 4 & 2 x 4 P.T. Wood Buck (typ) c A. UJ naa u 3 1/2" See Installation ai"o z d .'.A• a:' ---i Min. - -' Types A" & B„ g ' 4 0 for 1 x4 & 2x4 -e P.T. Wood Buck Styles y iv M d J f= Z LL m Mora d a I IMPORTANT NOTE: ---J Wood Bucks must sustain � �,ea 2 3/4" ° loads imposed by glazing IL 6 z a system and transfer a them to the building ® a 2 x 4 Beveled P.T. structure. (Yj f��N 3 0 OO Wood Buck (typ.) O O Q �Il o x J B & JT J B & JT o 1 o e olff 1 1/2" Min. Zj � ii yfOo Optional Total Wood 1 S y o Non—beveled Penetration Sealant Wood Buck _I - ¢ u=i O (dotted) Optional mu •asaa cauag Sealant Non—beveled Wood Buck V O (dotted) aNVILYNN No.58705 _�r�o 2 3 4' o o d / e t r u o t u r e O�{�`s'•,�'(ORIOi",.•'��` � Min. m > .e V nlS/onI/�t. 'rl/llll ll��` A LYNN MMLEK P.E. Optional re—Cast Sill PEtlss�os Vertical Mullion Performance Horizontal Mullion Performance For Window Performance, refer to sheets 5 or 7 54" Tributary Width = Wl F W2 maximum 2 1 1 idth For Window Performance, refer to sheets 5 or 7 W1 W2 W1 W214 x 1" FH SMS t? PRODUCT REVISED 6"max Installation Screws 3" SEE SHEETS 1 & 2 __ as complying with the Florida tYp-1 (typ) �3» Sealant FOR SPACING NDA-NBuildino.Coda20-0722.20 S� 1: Expiration Date 05/05/2025 -� MV I o IIIf (t7p) N by mi-Dada Produet Control G co m I - - n E Mla N --_- L N J E °E --- aE A)NO CHANGES THIS SHEET. Ej 0 4 v o AK-0612920 Sealant/ * (tYP) Fq z° Multiple Opening Multiple Opening E (2 or more windows) (2 or more windows) 1" x 4" x 1/6" thk. Aluminum 4 19 0 Q Tube Mullion (unclipped at ends E N w/ 1 screw an each aide of mullion w/ 2 or 3 screws on each side of mullion •nab (Mull length = Wdw Width - 1' 3 Standard Installation * High Load Installation �L� a W ( = additional holes to be drilled by installer) 2 � Z O 1" x 4" x 1/6" thk. Aluminum Tube Mullion (6063-T6) MULLION DESIGN LOAD CAPACITY-PSP KULUON DESIGN TOAD CAPACITY-PSP Jv=ON DESIGN MAD CAPACITY-FBI? (unclipped at ends) ONE ANCHOR TWO ANCHORS THREE ANCHORS ONE ANCHOR TWO ANCHORS THE ANCHORS ONE ANCHOR YIFO ANCHORS THIM ANCHORS > J (Mull length = Wdw Height - 1") WINDOW DEa3. EACH SIDE EACH»E RACE SIDE WDIDOw DINS.. RACE HIGH RACH BIDS EACH®E WINDOW DNB. EACH SIDE EACH SIDE RACR SIDE Qm WIDTH HOW EXT.(+)&INT.(-)Ea.(+)&TNT.(-)DCr.(+)&iNr.(-) WIDTH HEIGNr Exr.(+)&iNT.(-)W.(+)&INT.(-)IXT.(+)&INL(-) WIDTH HOCK W.(+)&INT.(-)EXL(+)&INT.(-)W.(+)&INL(-) #14 x 3/4" FH SMS 24• 150.0 210.0 210.0 24' 64.3 128.E 142.1 53-1/8• 26- 210.0 210.0 210.0 SEE SHEETS 1 & 2 3D• 130.9 210.0 210.0 30• 53.3 100.7 115.3 19-1/8' 210.0 210.0 210.0 $ Z fn DN0 FOR SPACING 32' �• 126.0 210.0 210.0 3z' 96• 50.6 101.2 108.7 20-1/2'38-3/8' 194.6 210.0 21a,o 38" 120,0 210.0 210.0 38' 46.2 92.3 97.8 3T 176,2 210.0 210.0 W Q 42. 114.5 210.0 210.0 42' 41.1 82.3 85.6 53-1/B• 176.0 210.0 210.0 (7 ~ u- 48' 112.5 210.0 210.0 48' 37.5 75.0 76.9 19-1/8' 185.0 210A 210.0 L7 m N N Q O 54' 112.5 210.0 210.0 54' 34.8 69.6 70.3 26-1/2 50-5/8• 130.9 2f0.o 210.0 ,tt�y11�ci za 24' 112.5 210.0 210.0 24- 56.3 99.3 09.3 37' 109.0 210.0 210.0 7 Z. 7 ZV, T.F" 30• 96.0 192.0 210.0 3p• 46.5 80.3 8013 53-1/8' 10L1 202.3 210.0 0 fiLrL- I1hCo U. 92.0 1B4.1 210.0 32• 108' 44.0 75.8 75.5 19-1/B' 1285 2f0.0 210.0 1.., QI ID O 36• 60• 85.7 171.4 21M0 as' 40.0 57.8 67.8 26-1/2• 1• 98,3 196.6 210.0 Z 42- 79.1 15B.2 210,0 42' 35.5 59A 59.1 37• 78.7 157.4 210.0 4B' 79.0 150.0 210.0 48' 32.1 52B 528 53-1/9' 57.0 133.9 2009 U 54' 72.7 145.5 210.0 24• 50.0 72.1 72.1 19-1/8' 1085 210.0 210.0 FGI Z r�"/ Q (000 24- 90.0 180.0 210.0 1• 41.1 58.2 68.2 26-1/2- 72• 83.2 1665 210.0 aIIN •aea0 saua5 30' 75.8 151.6 210.0 1. 120• 38.9 64.7 54.7 1. 63,5 130.9 193.5 32• 72.3 144.E 210.0 36" 35.3 49.D 49.0 53-1/8' 53.7 i07.4 150.3 �� 72• .� 7J. i. 36' 88.7 133.3 197.9 42' 31,2 426 42 .6 iB-1/5• 102.0 204.0 210.0 `� � • �' . ... ,7J � S(tYP)t MV 42- 60.5 121.0 1754 28-1/2• 78, 77.9 155E 210.0 48' 59.3 112.5159.8 37' 809 1215 770.9 1. 53.3 105.7 149.0 53-1/8• 483 98.7 1 131.1 _T'f; No.587o5 - 24• 75.0 150.0 2022 _ (A - 30" 826 125.2 164.2 --0 32 594 119.1 154.8 O STATE 38' 84• 54.5 109.1 139.5 '•.�C ORIOH,•'••\� 42' 48.0 9B.0 122_4 sun/ \G�\ 49• 45.0 90.0 110.0 �,,'/DNAL 54' 42.1 1 84.2 101.2 A.LYNN MLLER,P.E. P.EA 58705 PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING AEWLS OF ALUMINUM BUCK OF ALUMINTTM BUCK INSTAU A77ON ANCHORS UWALLATION ANCHORS RETFA TO SHEETS 3 THRU 9 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. IJTT.(+)&TNT.(-) IXT.(+)do TNT.(-) ANCHOR SPACING ANCHOR SPACING I ANCHOR SPACING ANCHOR SPACING ANCHOR SPACING ANCHOR SPACING WINDOW DIMS. DITO CONC. INTO HOLLOW BLOC4 INTO WOOD WINDOW DDIS. INTO CONC. um 111:112OW Rmcs INTO WOOD WICTH HEIGHT 16"O.C. V O.C. 16'O.C. a'O.C. IV O.C. V O.C. WIDTH HEIGHT IS'O.C. V O.C. 16-O.C. 8'O.C. 16"O.C. V O.C. 24' 210.0 210.0 178.7 210.0 210.0 270.0 19-1/8" 210.0 210.0 210.0 210.0 210.0 210.0 q '•• �' 1. 210.0 210.0 155.9 210.0 210.0 210.0 26-1/2 26• 210.0 210.0 210.0 210.0 210.0 210.0 d '•o'° q' ° a•. 32' 210.0 210.0 150.8 210.0 210.0 210.0 1. 210.0 210.0 185.5 210.0 210.0 210.0 PRODUCT REVISED < I o I as complying with the Florida 36' 4B" 210,0 210.0 142.9 210.0 210.0 210.0 53-1/8" 210.0 210.0 148.0 210.0 198.8 210.0 Building Coda 42- 205.7 210.0 131.3 204.2 176.3 210.0 19-1/8" 210.0 210.0 1 210.0 210.0 210.0 210.0 NOA-No. 20-0722.20 38-3/6' 4V 205.7 210.0 131.3 201.0 180.0 210.0 26-1/2' 210.0 210.0 173.9 210.0 210.0 210.0 Expiration Date 05105/2025 54' 168.0 210.0 1072 187.E 144.0 210.0 37' 210.0 210.0 757.4 210.0 210.0 210.0 By 24' 210.0 210.0 134.0 210.0 210.0 210.0 53-1/8'1 185.8 210.0 1185 207.4 159.2 210.0 Mla."ade Product Control 30" 179.2 210.0 114.3 200.1 210.0 210.0 19-1/V 210.0 210.0 196.6 210.0 210.0 1 210.0 32" 171.8 210.0 109.6 191.9 210.0 210.0 26-1/2" 210.0 210.0 155.9 210.0 210.0 210.0 A)NO CHANGES THIS SHEET. 36• 60" 160.0 210.0 102.1 178.7 210.0 210.0 1. 50-5/8 203.5 210.0 129.9 194.8 210.0 210.0 2 AK-06M920 42- 147.7 210.0 942 164.9 175.3 210.0 53-1/8" 171.8 7.10.0 109.6 180.7 147.3 210.0 •m 46' 140.0 210.0 B9.3 156.3 180.0 210.0 19-1/8. 210.0 210.0 188.8 210.0 210.0 210.0 a 54' 135.8 210.0 86.6 151.6 142.2 910.0 26-1/2- 63 210.0 210.0 146.4 210.0 210.0 210.0 24' 210.0 210.0 134.0 210.0 210.0 210.0 37- 183.7 210.0 1172 187.5 210.0 210.0 30' 176.8 210.0 112.8 203.1 210.0 210.0 53-1/8" 1562 210.0 99.7 159.5 146.9 210.0 N Q 32' 168.8 210.0 117.7 193.8 210.0 1 210.0 19-1/8' 210.0 210,0 181.E 210.0 210.0 210.0 36" 72' 155.6 210.D 99.3 178.7 210.0 210.0 28.-1/2' 194.2 210.0 123.9 210.0 210.0 210.0 •- 7q• �14 SMS �14 SMS Z 42- 141.2 210.0 90.1 1622 176.3 210.0 v. 152.8 210.0 97.5 175.5 210.0 210.0 AT V FROM ENDS AT V FROM ENDS AND 24'O.C. MAX.AT AND 24'O.C. MAX.AT g 48' 137.J 270.0 8Jb 160.8 180.0 210.0 53-1/8' 126,3 210,0 79.9 143.9 146.9 210.0 a^W Y Q 54• 124.4 210.0 79.4 142.9 142.2 210.0 19-1/8' 210.0 210.0 151.9 210.0 210.0 210.0 HEAD MAXSILL AND 14-3/B' HEAD de SILL AND AT == Za O.C. A AT JAMBS O.C. MAX AT JAMBS J 2 5 g 24' 210.0 210.0 134.0 210.0 210.0 210.0 26-1/2• 181.9 210.0 116.0 208.9 210.0 210.0 d $ $$ 30' 175.3 210.0 111.9 186.4 210.0 210.0 37" 76" 142.1 210.0 90.7 163.3 210.0 210.0 p y V .fe co 32' 166.8 210.0 106.4 177.4 210.0 2t0.0 53-1/8- 115.1 207.3 73.5 132.2 146.9 210.0 z d unioip = 38' 84' 1527 210.0 97.5 182.4 210.0 210.0 42- 137,1 210.0 87.5 145.9 176.3 210.0 w K Q $ Z DMO 48' 128.0 210.0 80.4 134.0 180.0 210.0 = G. 21 Z) 1. 117.9 198.5 75.2 125.4 142.2 210.0 \H 24' 210.0 210.0 134.0 210.0 210.0 210.0 9 ®� p Z LL O W. 174.2 210.0 111.2 190.6 210.0 210.0 32" 165.4 210.0 1055 180.E 210.0 210.0 '- 38' 96' 150.8 210.0 96.2 164.9 21 O.O 210.0 Oh'� ? U ]aa45 42' 134.4 210.0 B5.8 147.0 178.3 210.0 E-.K n. •. •122.5 210.0 78.2 134.0 180.0 210.0 ETE 3000 P4'I '• <4 1924 PSI a ��.OD 54' 113.8 1B4.8 72.5 124.3 1422 210.0I �1%4" DUL ULTRACON OR NRES Z 24' 183.B 210.0 117.3 210.0 210.0 210.0 SILLS CAN ALSO BE USED , 1/4' CIA ULTRACON+ OR (g W QQ WITH OPTIONAL WATERBAR 1/4" DIA. KWIK-CON II g JO' 151.7 210.0 96.8 179.8 210.0 210.0 2 1/2-MIN. 1-3/4-MIN. EMBED INTO L�,I �1/4" 1/4"DIA. ULTRACON OR r z� uNN Q 32' 143.8 210.0 91.8 170.4 210.0 210.0 CONC.OR FILLED BLOCK 10B' EDGE DIST. 1'MIN. OUL ULTRACON+ OR agrj •osaO souag 36' 130.7 210.0 B3.4 154.8 210.0 210.0 AT 6'FROM ENDS AND 1/4'DIA. KMK-CON II 16"OR V O.C. MAX. 1-1/2'MIN. EMBED 11 N 42- 115.9 210.0 73. AT 6'FROM ENDS AND 9 137.3 176.3 210.0 SEE CHART FOR CAPACITY �1 77i 4B' 105.0 185.0 67.0 124.4 180.0 210.0 4253 .845 TYPICAL INSTA ATION DETAI SEE CHANT FOR CAPACffY \\N ICEN� za' 18e.7 210.0 119.1 210.0 210.0 210.0 t' '•.•!� 30" 140,58705 153.6 210.0 98.0 183.E 210.0 210.0 1.270 .825Ir .908 .065 ON ALL FOUR SIDESZUSING ALUMINUM BUCK SYSTEM Q;•' '•.� , 32" 120" 145.4 210.0 92.8 173.9 210.0 210.0 ,065 y 36" 116.4 210.0 74.1 157.E 210.0 210.0 562 5 ,,•'� ��3U�0 ;, 42' 11 fi.4 210.0 74.3 139.2 178.3 210.0 ,50�0 .125 �0;\ S ATE ,• 4 SO ALUMINUM BUCK OPTIONAL COVER l�N11 110, 6063-T6 6063-T6 A LYNN NI-LER.PE P4866705 PERFORMANCE VALUES PERFORMANCE VALUES OF ALUMINUM BUCK OF ALUbEIN M BUCK INSULLATION ANCHORS INSl'ALTATION ANCHORS EXT.(+)k INT.(-) EXi.(+)k ONL(-) WINDOW DDt9. ANCHORS INTO ROUBW 1HOCR ANCHORS INTO CONC. ANCHORS INTO HOOD WRi0011 DUO. I ANCBOAB IN-M IIM.WW MM ANCHORS DUO cm. ANCHORS INTO WOOD CLUSPRI CLIIMTRR CTASM CLUB=CL11SD7HF210,0 CLDSTRI CLIIb-[1ffi CLII9T8[t CiAbTlR CIAS111gii C[ASiffit Cuum CIASDIN CLUS" CIDS'TR!C7A3If�CLDSTII C usm CwSm CLUb'QN CLUE-DEB CLUST!ffi CLORI'EB WIDTH HEIGHT OF 2 OF 4 OF 6 OF 8 OF 2 OF 6 OF B OF 2 OF 4 OF 6 OF 8 WIDTH HEIGHT OF 2 OP 4 OF 8 OF B OF 2 OF 4 Of 6 OF B OF 8 OF 4 OF 6 OF B 24" 89.3 1783 210.0 210.0 140.0 210.0 210.0 120.0 210.0 210.0 210.0 19-1/8" 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 30" 78.0 155.9 210.0 210.0 122.2 210.0 210.0 104.7 209.5 210.0 210.0 26-1/2' 26, 2f0.0 21tl.0 210.0 210.0 210.0 21D,0 210.0 210.0 210.0 210.0 210.0 210.0 32" 75A 150.8 210.0 210.0 118,t 210.b zto.o 101.3 2bzs 21o.b z10.o 37' 2to.C10.0210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 PRODUCT REVISED 36" 48' 71.5 1429 210.0 210.0 112.0 210.0 210.0 98,0 192.0 210.0 210.0 53-1/B' 210:0 210,0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 ascomplyllwith the Florida 42" 68.1 136.1 204.2 210.0 108.7 210.0 210.0 91.4 182.9 210.0 210.0 19-1 8' Building Cade/ WA 210.0 210.0 210.0 210.0 210.0 210.0 210.0 188.2 210.0 210.0 210.0 NOA-No. 20-0722.20 40' 67.0 134.0 201.0 210.0 105.0 210.0 210.0 90.0 180.0 210.0 210.0 28-1/2' 115.9 210.0 210.0 210.0 181.7 210.0 210.0 210.0 155.7 210.0 210.0 210.0 36-3/6'54" 87.0 134.0 201.0 210.0 105,0 210,0 210.0 210.0 90.0 180.0210.0 210.0 37' 105.0 209.9 210.0 210.0 164.5 210.b 210.0 210.0 1 141.0 210.0 2104 210.0 Expiration Date 05/05/2025 24" 67.0 134.0 201.0 210.0 105.0 210.0 210.0 210.0 90.0 180.0 210.0 210.0 53-1/8' 104.8 209.6 210.0 210.0 164.3 210.0 210.0 210.0 1 140.8 210.0 210.0 210.0 By !/%J 30' 57.2 114.3 171.5 210.0 89.6 179.2 210.0 210.0 76.8 153.6 210.0 210.0 19-1/8- 98,3 196.6 210.0 210.0 154.0 210.0 210.0 210.0 1320 210.0 210.0 2t0.0 Mlaml-Dade Product Control 32' 54.8 109.8 164.5 210.0 85.9 171.8 210.0 210.0 73.6 147.3 210.0 210.0 26-1/Y 5G-5/8- 77.9 155.9 210.0 210.0 122.1 210.0 210.0 210.0 1 104.7 2D9,4 210.0 210.0 36" 60' 51.0 102-1 153A 204.2 60.0 160.0 210.0 210.0 88.6 137.1 205.7 210.0 37' 64.9 129.9 194.8 210.0 101.8 203.5 210A 210.0 87.2 174.5 210.0 210.0 A)NO CHANGES THIS SHEET. 42" 47.1 94.2 141.4 188.5 73.8 147.7 210.0 210.0 63.3 126.6 189.9 210.0 53-1/8'1 69.2 120.5 190.7 210.0 94.4 1118.8 210.0 210.0 80.9 161.8 210.0 210.0 AK-06/29120 48' 44.7 89.3 134.0 178.7 1 70.0 140.0 210.0 210.0 60.0 120.0 180.0 210.0 19-1/8' 75.5 151.0 210.0 210.0 118.4 210.0 210.0 210.0 101.4 202.9 210.0 210.0 .S 54' 43.3 86.6 129.9 173.3 67.9 135.8 2035 210.0 58.2 116.4 174.5 210.0 28-1/2' 83, 585 117.1 175.E 210.0 81.7 183,5 210.0 210.0 78.8 157.3 210.0 210.0 24' 63,8 107.2 180.8 210,0 04.0 188.0 210.0 270,0 72.0 144.0 210.0 210.0 37" 40.9 93.8 140.6 1B7.5 735 146.9 210.0 210.0 63.0 125.9 188.9 210.0 30' 45.1 90.3 135.4 190.5 70.7 141.5 210.0 210A 60.6 1213 1B1.9 210.0 53-1/8- 39.9 79.7. 119.6 159.5 62.6 125.0 187.5 210.0 53.8 107.1 160.7 210.0 32" 43.1 86.1 1292 17Z3 67.5 135.0 202.5 210.0 57.9 115.7 173.6 210.0 19-1/8' 64.E 129.3 193.9 210,D 101.3 202.6 210.0 210.0 80.6. 173.7 210.0 210.0 38' 72' 39.7 79.4 118.1 156.8 82.2 124.4 iB8.7 210.0 63.3 f08.7 160.0 210.0 28-1/2' 72" 49.6 99.2 148.7 198.3 77.7 155A 210.0 210.0 66.6 133.2 199.8 210.0 1. 36.0 72.1 OBA 144.1 55.5 112.9 169.4 210.0 48.4 96.8 145.2 193.6 37' 39,0 78.0 117.0 168.0 81.1 1222 183.3 270.0 524 104.8 157.1 209.5 .�aa 1. 33.5 87.0 100.5 134.0 52.5 105.0 157.5 210.0 45.0 90.0 135.0 180.0 53-1/8' 32.0 84.0 95.9 127,9 50.1 1002 150.3 200.4 43.0 85.9 128.9 171.8 Z 54' 31.8 03,5 95.3 127.1 1 49.8 99.6 149.3 199.1 42.7 05.3 128.0 170.7 19-1/8" 60.7 1215 182.2 210.0 95.2 190.4 210.0 210.0 81.6 1632 210.0 210.0 ala0 Z 77 24' 44.7 89.3 134.0 178.7 70.0 140.0 210.0 210.0 60.0 120.0 180.0 210.0 26-1/2- 78" 46.4 9211 139.2 IB5.7 72.7 145.5 210.0 210.0 62.3 124.7 187.0 210.0 p Z O 30' 37.3 74.E 111.9 149.1 58.4 916.9 176.3 210.0 50.1 1002 160.3 200.3 JT 36.3 726 108.8 145.1 58.9 113.7 170.E 270.0 48,7 975 148.2 194.9 d O F 32' 355 70.9 708.4 141.9 55.E 1112 168.8 210.0 47.8 95.3 1429 190.8 53-1/8' 29.4 56.8 88.2 117.8 1 46.1 92.1 1382 184.2 1 39.5 79.0 1 118.4 1 157.9 38' 84' 32.5 65.0 97.5 129.9 50.9 101,8 152.7 203.6 43.6 87.3 130.9 174.5 yy j a 46 42' 29.2 58.3 87.5 116.7 45.7 91.4 137.1 1112.9 39.2 78.4 117.6 156.7 to 2 of �' p Mn�O = -1 2" PRE PUNCHED ANCHOR HOLES 1�u v N 1. 28.0 53.6 80.4 1072 42.0 84.0 126.0 168.0 36.0 72.0 108.0 144.0 3"il'P ALA.OTHER HOLES 'aN 1. 25.1 502 75.2 1003 39.3 78. . . . . . .6 1179 1572 337 674 1011 1347 DRILLED IN FIELD by Z 9hlb SPACING a.-24" 38.3 76.0� 174.8 153.1 60.0 720.0 180.0 210.0 61.4 102.9 154.3 205.7 Z S � �--- 30" 3LB 63.5 95.3 127.1 49.8 99.6 149.3 199.1 42.7 85.3 128.0 170.7 I �� 32" 30.1 60.3 90.4 120.8 47.2 94.5 141.7 1B9.O 40.5 81.0 121.5 1620 _ _ ®�J o c!) RL 36" e0' 27,5 55,0 875 109,9 43" 85.2 1 129.2 172.3 36.9 73.8 110.8 147.7 [W� ^�'1j!J N N O 1. 49.0 73.5 98.0 38.4 76.E 115.2 153.6 32.9 85.8 98.7 131.7 J L'1 C1 48- 22.3 44.7 67.0 89.3 35.0 70.0 1X4 MULLION 105.0 140.0 30.0 60.0 90.0 120.0 v �p ry 7 Y Naays 20.7 41.4 62.1 82.9 32.5 04.9 87.4 129.9 27.8 65.7 83.5 111.3 54" WWWO 24" 33.5 87.0 100.5 134.0 52.5 105.0 157.5 21D.0 45.0 90.0 135.0 180.0 SEE SHT 8 OF 11 A t5 g„ SCREWS IN CLUSTER 30" 27.7 50.3 830 110.7 43.4 86.7 130.1 173.4 37.2 74.3 111.5 148.6 32' 108, 26.2 524 78.7 104.9 41.1 82.2 123.3 184.3 35.2 70.4 105.7 140.9 H (�� WN o 36" 23.8 47.6 71.5 95.3 37.3 74,7 112.0 149.3 32.0 64.0 96.0 128.0 G g'O a th 1. 21.1 42-2 63.4 84.5 33.1 86.2 99.3 132.4 28.4 56.7 85.1 113.5 M Z u) 4=I 1' 19.1 3U 57.4 76.6 30.0 60.0 90.0 120.0 25.7 51.4 77.1 102.9 -ill asa0 sauas 24' 29.8 59.6 89.3 11961 46.7 93.3 140.0 186.7 40.0 80.0 120.0 160,0 4 4 \\\7111 1,1j 30" 24.5 49.0 73.E 98,0 38.4 76.E 115.2 153.8 32.9 65A 98.7 131.7 �� 1�Y LYNN 32' 120' 232 48.4 89.8 92.8 38.3 12.7 109.0 MA 312 82.3 935 124.0 �\'`�`O''7CEIJg••M/� � 3B' 21.0 1 42.0 63.1 84.1 1 32.9 65.9 90.8 131.8 2B2 58.5 84.7 1129 ` �C�,•' 1' R ••'`�� 42" 18.8 37.1 55.7 74.3 29.1 582 67.3 118A 24.9 49.9 74.8 98.7 _ _ N0.58705 �W W� ANCHORS MIN. EDGE DIST. = 2-1/2 IN. - k = ANCHORS AT = (� _ ALUMINUM BUCK FRAMING cLUSTER OF 2.4. 6 OR 8 ANCHORS U f 3 (AT MULLION ENDS) ANCHORS AS PAB�OV H LL130TFiER BUCK 0 STATE OF C(/ FOR WINDOW ANCHORING TO (CLUSTER OF 8 BEING SHOWN) %Co99 / t�I?!7?I: `,G��; ALUMINUM BUCKS USE #14 SCREWS NOTE:ALUMINUM BUCKS ARE SUPPLIED ,��1A110\�, CLUSTER OF 2 (1 SCREW HOLE PER SIDE)E) STANDARD. SPACED AS PER SHEETS 11 & 12. EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED. A•L NNI iL 05 P.E.