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Product Approval (2)
ion 0 3 20 M IAM I•DADE 1NIIA-INII—DADE COUNTY,FLORIDA mm PRODUCT CONTROL SECTION DEPARTIIENT OF REGULATORY AND ECONO►1IIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) .vw�v.miamidade. av/econom PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the.applicable rules and regulations governing the use of construction materials.The documentation submitted-has been reviewed and accepted by.Miami—Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after tire-expiration date stated below. The Miami—Dade County Product Control Section.(In Miami—Dade County)and/or the AHJ(in areas other than Miaini—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 in 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" 1�"epi(FC� t ie+d:�li�rnT`i1.n�Tu�e��lYiullio��.M.I. APPROVAL DOCUMENT: Drawing No: 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared-by-manufacturer, dated 08/29/1 lwith the latest revision dated 01/29/15, signed; sealed and' by Anthony Lynn'-Miller; P. E., bearing the Miami—Dade County Product Control Revision Section 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, series, and-following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. X2ENEWAL 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 manufaciure'of the product or process. Misuse of this NOA as an endorsement of any product;.fol•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,'theii 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 No. 13-0815.05 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 Jaime:D. Gascon;P.E. NOA No. 14-1105 01 MIAMt•DADE couNTY X`, ids�s�� Expiration Date: May 26,2016 Approval Date: February 12,2015. ��� E� Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subniitied under previous.NOA No. 10-08-19.05). 2.• Drawing No.�6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, .prepared by manufacturer, dated 08/29/11 with the latest.revision dated 01/29/15, signed, sealed and 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 Labs Inc., `Test Report No. FTL 6443 (samples A---1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D, Brinson,P. E. (Submitted under previous NOA No. 10-0819.05 C. CALCULATIONS 1. 'Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE L Miami=Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS . 1. Statement letter of no financial interest, conformance to and complying with the FBC ,5" Edition (2014);dated 11/03/14, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying.with the FBC-2010, dated 06/06/11,signed and sealed by-Arithony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E., Product Control-Section Supervisor. aime D. Gasco P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F.. STATEMENTS (CONTINUED) 4. Lab oratory.addend um letter for Test Report No..FTL-6443, issued by Fenestration Testing Lab,Inc.-, dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated.02/28/11, signed.and sealed by Marlin D. Brinson, P. E. (Subf�iitted under previous NOA No. prev 6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1.Chanda, P. E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS, 1: Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum'Clipped Mullion-L.M.I.", approved on 11/31/13 and expiring on 05/26/16. Jaime D.G cs oa n,Y E Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1}DETAILS SHOWN ARE FOR THE MULLION ONL MISSILE IMPACT—RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPIC EVALUATED BY AN EXPERIENCED INSTALLER F MUST BE ANCHORED PROPERLY TO TRANSFEF FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRI MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE HAVE BEEN TESTED AS"FREE-FLOATING"AND I SEE DETAILS MULLIONS / �� INSCRIBED INSIDE RECTANGULAR NOT HAVE A GAP OF MORE THAN 114"FROM THE A-D,G,H; SHAPE SHEETS 2-3 THE ANCHORAGE METHODS SHOWN HAVE B T� DESIGN PRESSURE.MULLIONS ARE CALCULATI IN THIS ANCHOR EVALUATION.THE 1.6 LOAD Dl 4)PROPER SEALING OF ENTIRE ASSEMBLY IS I INSTRUCTIONS. SEE DETAILS 6)USE THE COMBINED WIDTH OR HEIGHT OF 0 A THRU G; / I d / III I SEE TAILS SHEETS 2-3' I__ I — _ DEANCHORAGE FOR THE COMMON MULLION,SEE A THRU G; SHEETS 23 ONLY TWO ADJACENT UNITS AT A TIME WHEN I l III r PRESSURE OF MULTIPLE MULLIONS OR FENES' I I III I I / OPENING VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION.1 MULL.. FOR . LENGTH HORIZONTAL SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO'BASE MATERIAL S1 BE ANCHORED PROPERLY TO TRANSFER LOAC SHEE73 AS APPROPRIATE FOR SUBSTRATE MATERIAL. REACTIONS. FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELC( PRODUCTS MAY ADM—ALUMINUM DESIGN MANUAL BE OF ANY TYPE. MUST .9)MULLIONS AND CLIPS HAVE BEEN DESIGN El: III MANUFACTURED BY PGT. CODE,..AND ARE APPROVED FOR IMPACT AND �— PGT-APPROVED FENESTRATION PRODUCTS H/ //sEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN HORIZONTAL A-D,G,H; MULL SHEETS 2-3 11)QUANTITY OF UNITS WITHIN A MULTIPLE ML LENGTH HORIzoNrAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE F 2)CHOOSE A MULLION TYPE THAT WILL ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE 11 HORIZ.MULL LENGTH 4)FIND THE CHOSEN MULLION'S MULLIO MULL I--OPENING WIDTH--i THE MULLION TYPE,LENGTH AND.OPEN LENGTH I MULLION CAPACITY(LBS/FTz)OBTAINED STEP 1). OPENING HEIGHT. hsuLL // // FOR 5)FROM THE SAME TABLE USED IN STEF OPENING. HEIGHT LENGTH f� HORIZ. VERT REPRESENTS THE WINDLOAD TRANSFEI MULL MULL LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)T ANCHOR/SUBSTRATE/ANCHOR—CLIP PAI. L— CAPACITY IS MET. SINGLE MULLION SINGLE MULLION OPENING WIDTH FOR VERTICAL MULL 7}IF THE MULLION CAPACITY(LBS/Fl-)0 OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR FOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OP SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE I ABOVE. 8)VERIFY THE DESIGN PRESSURE RATIT CAPACITY(LBS/FT2)OBTAINED FOR THE PRODUCT ASSEMBLY. 9)HIGHLIGHT OPTION USED AND TABLE DETAIL A: MULLION TO 2X WOOD BUCK MULLION OR WOOD FRAMING (OFFSET CLIP SHOWN) MULLION b Ii 4 I' SEE SHEETS EITHER THE ° I I I 21-M FOR HOLE STANDARD OR a I LOCATIONS OFFSET MULL . a e EDGE o o. CLIP MAY BE I' I )I DISTANCE INSTALLED BY 4 a I FOR WOOD / THIS METHOD. ° SCREWS a .250'MAX FOR _ ° ALL MULLIONS e c � ..d c e a e d ° e °O ° a a 4 THE OFFSET RECOMMENDI e d n EXTERIOR, FIN-FRAM a WINDOWS,51 ALSO BE USE OTHER FRAME TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 1B-16B SEE TABLES IB-165 EDGEIEND DISTANCE 1-- SEE TABLES EMBEDMENT BUCKSTRIP 1BA6B h4 AND ATTACHMENT . x BYOTHERS, a. , SEE NOTE 1, ' SHEET 1. SIDE VIEW FRONT.VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY-AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO.1/4"S.S.AGGREGATOR MASONRY ANCHORS. DETAIL C: MULLION DIRECTLY ATTACHED TO MULLION MASONRY STRUCTURE (STANDARD CLIP SHOWN) I TYP.ANCHOR EITHER THE I I PER SUBSTRATE, STANDARD OR I I I SEE TABLES IB-1313 OFFSET MULL I I I CLIP MAYBE I I I EDGE DISTANCE INSTALLED BY I I I FOR MASONRY THIS METHOD. I I 1 ANCHORS i I la e n e ° c L2 e v EXTERIOR a EDGE.DISTANCE . ' e THE OFFSE FOR MASONRY -RECOMMEN .ANCHORS a FIN-FRA ° WINDOWS,i ALSO BE U: OTHER FRAA TYP.ANCHOR d PER SUBSTRATE, 4 Q SEE TABLES IBA38 TYP.ANCHOR BUCKSTRIP PER SUBSTRATE, AND SEE TABLES 16-13B ATTACHMENT n.. <. .. BY OTHERS, AbENT "♦ .4 b SEE NOTE 1, EMBED 4 SHEET 1.e • , , . e a EDGE DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 113.136 FRONT-VIEW SIDE VIEW INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND.MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 1 ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF.ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.. I 4)WOOD BUCKS ARE OPTIONAL,.SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR-MASONRY ANCHORS. FRONT VIEW DETAIL F: DETAIL G: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLI (F-CLIP) (ANGLE CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. MULLIO{ O O O O O SIDE VIEW SHOWN WITH VX4'X.i25' w MULLION I EXTERIOR t TYP.AN STANDARD MULLION CLIP ! i --PER SUI MODIFIED TO FIT FIELD I SEE TAI CONDITIONS. �� MULLION I I Q I ! I I i I I I I I � I I �TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-14B ' INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR o ' I! f ® INTO WOOD,STEEL, f ALUM,CMU OR MASONRY EDGE DISTANCE / PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11"X.125"MULLION. 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. TABLE 1A Mullion Capacity Table Ibsfft2 Opening Width(for velticalVsparring mullions)or Opening Height(for ho 60 in 60 In 70 In 60 In 90 In Rectangular Trap/Tdang. Rectangular Trapfrdang. Rectangular TrapJTitang. Rectangular Trapfrdang. Rectangular Trap/Triang. Rectangula 1 x 2 x.126 Loading Loading Loading Loading Loading Loadrij Loading Loading Loading Loading Loading Alum.Tube i; & i; & k & � � � � � 9 u u u o... u u u u�. u u .-, u vu u u u .. u u.. u u,-, u v. Mullion A ;z a� g R a g 9 a & a yR A cc c c c c _ o �'� o� t o s o t• o s'9. o r• o c u ear fl C� QR' r2G Qrr nG Q (1' ~2G Q � i: C Qrx � G QR' '2C ¢OC .� G QrY T2 Q { 42 In 111.9 408 129.5d234 93.2 408 116.5 325 79.9 408 107.81'321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 4a 481n- 74.9 .312.. _83.8 62.4 312 73-4 252 53.6 312 67.0 248 46.8. .312 63.2 246 41.6 312 61.3. 244 37.5 31: 50.625 in . 63.9 281 70.6 53.2 281 61.5 328• 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281" •60.1 220 . 31.9 28 54 In 52.6 247 57.5 43.9 247 49.8 202 37.6 247 44.8 199 32.6 247 41.5 196 29.2 247 39.4 194 26.3 .24' w .0. 60 in 38.4 200 41.2 170 32.0 200 35.4 . 166 27.4 200 31.6 163 24.0 200 28.9 160. 21.3 200 27.1 169 19.2 20 J 63 in 33.1 181 35.3 155 27.6 181 30.3 .152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 16 2 661n 28.8 165 30.6 142- 24.0 165 26.1 1391. 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 761n 18.9 125 19.7 109 15.7 125 16.8 107 781n: 17.5 116 18.2 104 TABLE 1B Anchor Capacity Table lbs Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Anchor Type: 3/16"Elco Ultracon .114'Elco Ultracon 5/16'Elco 3/16'Elco Macon 1/4'Elco Ultracon 1/4' .SS Patterns Ultracon Ag9SS I mC~ Edge Distance(n): 1-: 2-112" 1' 2,112' 3-1/8' 1' --2-1/2" 1' 2.112' 2' Embedment(In): 1-314' 1-3/4' 1-3/4' 1-3/4' 2' 1-114' 1-t/4' 1-1/4'. 1-1/4" 1714 2 Anchors @ 4:75'Min.0.0.1 Standard or Offset Clip(Fig:1): 390 lbs 390 Itis 450 lbs 890 lbs- 1644 lbs. 270 lbs 280 lbs 354 lbs 740 lbs. 374 It 4 Anchors @ 1.15'Min:O.C./Standard(or Oftel)Clip(Fig.2): 480 lbs 700 lbs, WA NIA WA WA 380 Itis NIA NIA WA .4 Anchois @ 3'Min.O.C.I(2)2x5 Angle.Clips/(Fig.3): 760 Itis 780 lbs 680 lbs 1560 lbs 1896 lbs 540 Itis 560 Itis N/A 760 lbs 7481t 2 Anchors @ 0.45'Min.O.C_I U-Clip,Into.125'Alum.(Fig.4): WA NIA N/A WA WA WA WA WA NIA WA 1 Anchor/F-Clip(Fig.5): 195 lbs 195 lbs 225 Itis 445 Itis 822 lbs 135 lbs 1401bs 1771bs. . 370 lbs 1871t 2 Anchors @,1.15'Min.O.CJ F,Ctip(Fig.6): 240 Ibs 350 Itis N/A WA WA WA 190 lbs NIA WA WA NOTE: FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1; FIGURE 2: TABLE NOTES: e ® ® 1)SEE SHEET i FOR INSTRUCTIONS ON USING ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION 2)LINEAR INTERPOLATION BETWEEN MULL LE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE i ® ® A HOLES TO BE DRILLED IN THE FIELD.FOLLOWII FIGURES SHOW SUGGESTED,APPROXIMATE 1- ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORN CONCRETE BLOCK UNIT(CMU)SHALL CONFOI FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.5E THICK.STEEL STUDS TO BE A MINIMUM GRAD LEAST.125"THICK AND A36.ALL ANCHORS INl THE MATERIAL.#10&912 ANCHORS INTO WO( TABLE 2A Mullion Capacity Table Ibse Opening Width(forverticaif -spatxtirg mullions)or Opening Height(for hot 501n 60 in 70 In 80 In 90 in 1 Rectangular Trap Barg. Rectangular TrapfTriang. Rectangular TrapfMang. Rectangular TrapJrriang. Rectangular Trap!rriang. Rectangulai I x 2 x.376 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube. k k -P : l= :P Z 9 9 Mullion � . �r c og u 02 Q 4U V u. I� g a i� g YS '� #� g J4 ig 8 I� g ff ;� 14 a _ ja $ L•a¢ y t 7 L•� L 7 F 'C U 2 F 2 \ Z o L 7 U 7 UU m 7 U U � � � a � � da �� da ao .421n' 170.0 620 170.0 435 151.3 662 170.0 478 129.7 662 170.0 506 113.5 662 169.5 518 100.9 662 168.9 517 80.8. 66: 48 In 121.6 507 136.0 419 101.4 507. 119.2 410 86.9 597 108.7' '403 76.0 507 1026 399 67.6 507 99:6 397 60.8 SOi 50.625 In 103.7 45.6 114.6 379 86.4 456 99.9 371 74.1 456. 90.5 364 64.8 456 84.6 360 0.6 456 81.$ 357 51.8 45( 541n 85.4 400 93.3 336 71.2 400 .80.9 328 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 40( 60 In 623 324 66.9 276 51.9 324 57.5 270 44.5 324 51.2 264 38.9 324 46.1 260 34.6 324 43.9 257 31.1 32, C 63 In 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.6 241 33.6 294 $9.8 237 29.9 294 37.1 234 26.9 29, n 1 66 In' 46:8: 268 49.6 230 . 39.0 266 424 225 33.4 ..268 37.5 221 .29.2 268 3.4.1 218 26.0 268. 31.6 21¢ 23.4 26! 3 . 72 in 36.0 225 37.9 196 30.0 225 32.2- 191 25.7 225 28.4 186 225 225 -25.6 185 20.0 225 23.5 182 18.0 22; 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 17.0 202 19.7 165 15.3 20: 781n 28.3 192 29.6 168 23.6 192 25A 165 20.2 192 22.0 162 17.7 192 19.7 159. 15.7 192 18.1 157 14.2 19; Win 16.5 144 19.0 128 %4 144 16.1 126 96 In 15.2 127 15.6 113 TABLE 2B Anchor Ca Ity Table Obs Substrate: 2.7k Concrete 3.5k.Conc. Hollow CIdU 5116"Etco1/4'SS ArichorType: 3/16'Elco Ultracon 114'Elco Ultracon 3116'Eloo Ultracon 1/4'Elco Ultracon Anchor Cllp Patterns Ultracon AggreG Edge Distance(n): 1' 2-1/2' 1' 2-112` 3-118" 1'. 2-1/2' 1' 2-1/2' 2' Embedment(in): 1-3W 13/4 1-314' 1-3/4' 2' 1-1/4' 1-114' 1-1/4' 1-114" 14/4 2 Anchors @ 4.75'Min.O.C.!Standard or Offset Clip(Fig.1): 390 lbs 390 lbs 450 lbs 890 lbs 41644lbs270 lbs 280 lbs 354 lbs 740 lbs 374 It 4 Anchors @ 1.15"Min.O.C:/Standard(or Offset)Clip(Fig.2): 480 lbs 700 Ibs WA WA WA 380 lbs NIA. N/A WA 4 Anchors @ 3'Min.O.C./(2)2x5 Angle Clips/(Fig.3): 780 lbs 780 Ibs 680 lbs 1560 Ibs 540 Ibs 560 Ibs WA 760 lbs. 748 It 2 Anchors @ 0.45'Min.O.C./U•Clip,into.125'Alum.(Fig.4): WA WA WA WA WA NIA WA NIA WA i Anchor I F•Ciip(Fig.5): 195 Ibs 195 lbs 225 Ibs 445 Ibs 135 lbs 140 lbs 177 Ibs 3701bs. 187 It 2 Anchors'@ 1.15'Min.OJI/F-Clip(Fig.6): 240 lbs 350lbs .N/A WA WA 190 lbs N/A WA WA 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' ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION A 2)LINEAR INTERPOLATION BETWEEN MULL LEN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE N • • 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWIM FIGURES SHOW SUGGESTED,APPROXIMATE H( ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM' FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORI YELLOW SOUTHERN PINE WITH AN SG OF 0.55. • THICK.STEEL STUDS TO BE A MINIMUM GRADE LEAST.125"THICK AND A36.ALL ANCHORS INT( THE MATERIAL.#10 ANCHORS INTO WOOL TABLE 3A Mullion Capacity Table(Ibs1W) Opening Width(for vertically-spanning mullions)or Opening Height(for hol 50 in 60 in 70 In 60 In 90 In 1 X 2.78 X Rectangular Trap.?riang. Rectangular TraplTriang. Rectangular Trap/Tra lang. Rectangular TraprMeng. Rectangular Trap/Mang. Rectangul Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading .375 Alum. Tube MuIIIan ;4 `$ .`W$ a `$ '�b� ;i `$ �° �c c .� B 8 �r '$ ac n O C /t•3 C L Z O C L.� l3 i� .oC•7 2 C L' Al G .((UG��.? C t'7 L C L•� U C L j ,p C y f1 7 C d j C U 7 P 7 L O 7 V b are � � �� �� ¢� 42 in 170.0 620 170.0 435 170.0 744 170.4 478 170.0 868 170.0 .506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 124 48 In 170.0 708. 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8` 1134 170.0 677 136.6 113 60.625 In 170.0 747 170:0 .563 170.0 896 170.0 631 '-167.8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 103 64 in 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 96.6 W 60 In 141.1 735 151.6 625 117.6 735 130.3 611 100.8 735 116.0 699 88.2 735 106.2 590 78.4 735 99.6 583 "70.5 731. 63 In 121.9 666 130.0 570 101.6 666 111.5 657 87.0 666 96.9 547 75.2 666 90.1 538 67.7 666 83.9. 531 60.9 66 66 in 108:0 .607 112.4 522 "88.3 607 96.1 511 '75.7 ' 607 85.0 601 66.2 607 77.1 493 58.9 607 -71.5 486 53.0 .W aj 721n 81.6 510 85.8 443 .68.0 510 73.0 434. 58.3 510 54.3 426 51.0 .510 57.9 .419 45.4 5.1 53.3 413 40.6. 511 76 in -69.4 458 72.5 400 57.8 456 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38:6 468 44.6 373 34.7 451 78 In 64.2 435 67.0 361 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 43 90 In 41.8 327 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 32; 96 in 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 28; 108 in 24.2 227 24.7 205 20.2 227 20.6 201 17.3 227 18.0 198 15.1 227 16.0 195 111 In 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 Anchor Capacity Table lbs Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU 5/16'Elco 1/4'89 Anchor Clip Patterns Anchor Type: 3/16"Elco Ulrracon 1/4'Elco Ultracon Ullracon 3116'Elco Ullracon 1/4"Elco Utlracon AggreG Edge Distance(in): 1' 2-1/2' 1' 2-10 3418' 1' 2-tit` 1' 2-1@' 2' Embedment(in): 173/4' 1-3/4' 1.314" 1-314" Z' 1-114' 1-114' 1-114' 1-1/4' 1-1/4 2Anchors @ 4.75'Min.O.C.l Standard or Offset Clip(Fig.1): 390 lbs 390 lbs 450 lbs 8901bs 1644 lbs 270 ibs 280 lbs 354 lbs 740 lbs 3741 4.Anchors @ 1.15'Min.O.C./Standard(or Offset)Clip(Fig.2): 480 lbs 700 Itis NIA WA WA WA 380 lbs N/A WA WA 4 Anchots @ 3•Min.Q.C./(2)2x5 Angle Ctips/(Fig.3): 780 lbs 780 lbs- 680 lbs 1560 lbs 1896 lbs 540 lbs 560 lbs N/A 760 lbs 748 It 2 Anchors @ 0.45'MIn.O.C./U-Clip,into;125'Alum.(Fig.4): NIA WA WA WA WA WA N/A WA WA WA 1 Anchor F-Clip(Fig.5): 195 lbs 195 lbs 225 lbs 445 lbs 822 lbs 135 lbs 1401" 177 lbs 370 lbs 167 It 2 Anchors.@ 1.15'MIn.O.CJ Flip(Fig.6): 24D lbs 350 lbs , WA I NIA WA. WA 190 lbs WA WA WA NOTE:FOR THE'OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED V FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USP SEE.SHEETS 2-4 FOR GENERAL.INSTALLATIC 2)LINEAR INTERPOLATION BETWEEN MULL I FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN AR 0 HOLES TO BE DRILLED IN THE FIELD FOLL04 FIGURES SHOW SUGGESTED,APPROXIMATE ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFOF FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONF YELLOW SOUTHERN PINE WITH AN SG OF 0. • THICK.STEEL STUDS TO BE A MINIMUM GRP • 0 0 LEAST.125"THICK AND A36.ALL ANCHORS Is THE MATERIAL.#10 ANCHORS INTO W, TABLE 4A Mullion Capacity Table Ibstfe Opening Width(forverficaly-sparring mUlions)or Opening Height(for ho 50 in 60 In 70 in 80 In 90 In 1 X 2.75 x Rectangular TraplMriang. Rectangular TreplTdang. Rectangular Trap/1'dang. Rectangular TraprTdang. Rectangular TraprTdang. Rectangula Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading .660 Alum. ZZ� Z' Tube a 8� v n.. v u .. u u.. v ci.. v .. v ca rL 6 a.n ca !y> a a.`$ cc t1 d co m 13 m Q'� 4 613 ca cc m Mullion w m e co c m c c m c Po cc c m m e �' cc m U U ,o U Uv U Ua U Ua U U U Uv U U U Uv U Ua U _ Ua U_ U, -- C.^ k C m L(N li C(�j iD G ".W,. C(V 8 1r C tg�' p� C(V -.9 C(V O� C(V O td. C N O 2 C L 7 2 L :3 'C iC '.0 7 C 2 C L 7 I yl CVS g i }U�' b' E yl g ems, if m 7 C d o ;moi U 2' � tr �c �SY" � JCc7 QLY �c 'ice �.Oc Q� �jcj �� "mac" Q[r �'cj ¢a ��cf �� �c 42 in 170.0 620 170.0 435 " 170.0 744 170.0 478 170.0 868 170.0 506 170.0• 992 170.0 519 176.0 1116 170.0 521 170.0 124 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 - 681 170.0 1275 176.1 677 170.0 141 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1266 170.0 747 146:3 12E 541n 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 .837 120.8 .11, 60 In 170,01, 885 170.0 701 148.5 " 915 _ 162.3 761 125.5 915 144.5 .746 .109.9 1 915 1313 735 97.6 90 123.9 726 87.9 91.; 63 In 151.8 830 161.9 710 126.5 830 138.9- 694 108.5 -830 123.2 681 94.8 830 112.21. 670 84.4 830 104.6 662 75.9 63i s . _ 66 in 132.1 .757 140.0 650. 110.0 757 119.8 836 94.3 757 105.9 624. 62.5 757 96.1 614 73.4 757 89.1 608 66.0 75' m 72 in 101.7 636 -106.8 552_ 84.8 638. 91.0 540 72.7 D113.6 80.1 . 530 63.8 838 72.2 521 58.5 638 .66.5 514 50.9 63 J 3 761n 86.5 571 90.4 498 72.1 571 76.8 468 8 . 571 67.4 .479 54.1 571 60.6 471 48.0 571 55.5 464 43.2 57 78 in 80.0 542 83.4 474 65.7r283 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 54. 90 in 52.1 407 53.7 381 43.4 45.4 355 37.2 407 39:8 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 40 96 In 42.9 356 44.1 320 35.6 37.2 3A 30.7 358 32.4 309 26.8 358 28.6 304 23.8 358 26.1 300 21.5 35 108 in 30.1 283 30.8 255 -25:1 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244LISA 283 18.0 240 15.1 28 111Irt 27.8 26I 28.3 242 23.1 267 23.8 238 19.6 267 20.6 235 17.3 267 18.3.. 231 267 16.5 228' 120 in 22;0 229 22.3 209 18.3 229 18.8 205 15.7 229 16.2 202 TABLE 4B Anchor Cap Ity Table Ibs Substrate: 2.7k Concrete. 3.5k Conc. HollavChlU Anchor Type: 3116'Elco Urac hton 114`Eloo Uftracon 5116'Eloo 3116'Elco Ultracon 114'Elco Ultiacon 114'SS Anchor Clip Pattems Ultracon AggreG Edge Distance(in): 1' 2-112' -1' 2-112' 3.118' 1' 2-112' 1' 2412' 2' Embedment(in): 1-314' 1-314' 1-314' 1-314* 2' 1-114' 1-114' 1-114' 1-114' 1-1/4 2Anchors @ 4.75"Min.O.C.1Standard or Offset Clip(Fig.1): 390 Ibs 390 lbs 450 lbs 890 lbs 1644 lbs 2.701bs 280 lbs 354 lbs 740 lbs 374 It 4 Anchors @ 1.15'},Sin.O.C./Standard(40fiset)Clip(Fig.2): 480.lbs 700 lbs N/A WA " WA WA 380 lbs WA WA WA 4 Anchors @ 3'Min.O.C./(2)2x5 Angle Clips!(Fig.3): 780 Ibs 780 lbs 680 lbs 1560 lbs 1895 lbs .540 lbs 560 lbs " NIA 760 lbs 7461t 2 Anchors @ 0.45'.Min.O.C.1 U-Clip,into.125'Alum.(Fig.4): NIA WA WA WA WA WA NIA NIA WA WA 1 Anchor/F-Clip(Fig_5): 195 lbs.. 1 195 lbs 225 lbs 445 lbs 822 lbs 135 IDs 140 lbs 177 lbs 370 lbs 187 It 2 Anchors iLD'1.15`hiin.'O.C./F-Clip(Fig.6): -24D lbs I 350 ibs WA WA WA N/A 190 lbs WA WA WA NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLE FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING 1 ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION M 2)LINEAR INTERPOLATION BETWEEN MULL LEN, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE N( ® • HOLES TO BE DRILLED IN THE FIELD FOLLOWIN( FIGURES SHOW SUGGESTED,APPROXIMATE HC ANGLE CLIP MUST BE USED IN PAIRS: 4)SUBSTRATES:CONCRETE SHALL CONFORM 1 CONCRETE BLOCK UNIT(CMU)SHALL CONFORh FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. THICK.STEEL STUDS TO BE A MINIMUM GRADE LEAST.125"THICK AND A36.ALL ANCHORS INTC p d THE MATERIAL.#10 ANCHORS INTO WOOF TABLE 5A Mullion Capacity Table lbs/W Opening Width(forverticaly-spsnnirg mtilions)or Opening Height(for ho 50 in 60 in 70 in 80 in 90 in Rectangular Trap Triang. Rectangular Trapf Tang. Rectangular Trap/Triang. Rectangular Trapfrdang. Rectangular Trap?riang. Rectenguls 1"X 3.126"X Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading .500"Alum Z Z, Z Z, Z� Z� Zp Z, Z. � � � � Tube Mull a.. s e ,. e CL as n n a �0 n`� n ' n at n a`� istv + w c .o !'a m a cc m e io m �v co c 11a fv c m co U 0-0 U U U 0. U 0. U U v U U'q U U v U U.a U O'o U�. U U(.� U C - c - C L 9 C(V 2 C O 152- ... O 5 Cr t._ Z... O a--1 L 7 G' L C L•7 x'� X g. cc 42 In. 170.0 620 170.0 435 170.0 744 1 170:0 478 170.0 668 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 12, 48 In 170.0 . 708 170.0 524 170.0 850 170.0 584 170.0. 992 170.0 630 170.0 1133 ]70.0 681 170.. 1275 170.0 677 170.0 14' 50.625 In 170. 747 170.0 563 " 170.0 896 170.0 631 170.0 1046 "170. 684 170.0 1195 170.0 723 . 170.0 1345 170.0 747 170.0 141 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 170.0 837 149.5 141 60 in 170.0 865 .170.0 701 170.0. 1.663 170.0 797 158.5 1156 170.0 876 136.7 1156 167.0 928 123.3 1156 156.5 917 111.0 S l l 63 in 170.0 930 170.0 745 159.6 1049 170.0 850 137.0 1049 155.5 660 119.8 1049 141.7 846 106.5 1049 132. BM95.9 10, s- Im 66 in -166.8 855 . 170.0 -789 .139.0 955 i5L3 '804 119.1 955 133.7 78t1 104.2 955 .121.4 775" 92.6 955 1126 .765. 83.4 M t' J 72 in 128.6 803 134.9 697 107.0 803 114.9 682 91.8 803 101.5 670. 80.3 "803 91.2 659 71.4 803 83.9 649 84.2 88 761n 109.2 721 114.1 629 95.0 721 97.0 616 78.0 721 85.1 605 68.3 721 "76.5 595 60.7 721 70.1 586 54.6 72 76 In. 101.0 884 105.4 599 84.2 884 88.4 587 72.2 684 78.4 578 83.1 884 70.4 567 $6.5 884 84.4 558 50.5 6E 90 In 85.8 514 67.9 456r29.2 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 36.5 514 40.5 427 32.9 51 06 In 54.2 452 55.7 404 452 47.0 396 38.7 452 40.9 390 33.9 452 36.4 384 30.1 452 32.0 378 27.1 41 108 In 36.1 357 38.9 "322 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 223 303 19.0 3' I'll In 35.1 .338, 35.8 306 338 30.1: 301 25. 338 26.1 296 21.9 338 , 23.1 292 19.5 338 20.8 288 17.51201n 27.7 289 28.2 263 289 23.7 259 19.6 289 '20.5 256 17.3 289 18.1 252 15:4 .289 16.3 249 53.9 V TABLE 5B Anchor Capacity Table lbs Substrate: 2.7k Concre(e 3.5k Cmc. Hollow UAL! 9W Elco SS Anchor Type: , 3/16'Elco Uftrarm 114"Elco Uffracon 3116'Elco Ulltacm 114'Ekollttracon AnchcrCllp Pattems Uliracon AggreC Edge Dislance pn)" 1" 2-1l2' . 1" 2-1/2' 3-1/8" 1" 2-1/2' 1" 24/2' 2' Embemlent(in)- 11+14" 13/4' 1314" 13&4^ 2' 1-114• 1414- 1-1/4' 1-114' 1-1/, 2 Anchors @ 4.75"Lila O.C./Starxlard or Offset Up(Flg.1� 390 lbs 390 lbs 450 lbs . 890 Its 1644 lbs 270105 280165 354 lbs 740 lbs 37411 4 Anchors @ 1.15'►dila 0.0.1 Standard(o(Offset)Up(Fig 2p 480 lbs 700 lbs WA IVA N/A II/A 380 lbs NIA NIA N1A 4Anch3rs @ 31 IdIn.O.C./(2)2d5 Angle Clips/(Fig.3): 780 lbs 780 lbs 680 lbs 15W lbs 1893 lbs 5401)s 560 lbs II/A 7601ts 74811 3Anchors @ 0.45'14h.O.C./U-Clip,into.125"Alum.(Flg.4): NIA IIIA N/A IVA IIIA IIIA WA It/A IVA IIIA 1 Anchor/F-Clfp(Flg.5y IDS lbs. 1D5 Ibs 225 lbs 445 tbs 822 lbs 13516s . 140 lbs 177 IDs 370 lbs 187 l 2Anchors'@ 1.16,L1ln.O.CJ F-Clip(FIg.6 240 lbs 350 lbs W IVA im t1/A 190Ibs IUA- IRA -NIA NOTE: FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ® ® Q Q 1)SEE SHEET 1 FOR INSTRUCTIONS ON USIN( Q SEE SHEETS 2-4 FOR GENERAL INSTALLATIOP 2).LINEAR INTERPOLATION BETWEEN.MULL LE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE Q Q ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOW FIGURES SHOW SUGGESTED,APPROXIMATE ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORI CONCRETE BLOCK UNIT(CMU)SHALL CONFC FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.5 THICK.STEEL STUDS TO BE A MINIMUM GRAS LEAST.125"THICK AND A36.ALL ANCHORS IN 0 Q THE MATERIAL.#10 ANCHORS INTO WO TABLE 6A Mullion Capacity Table(ibs/fe) Opening Width(for vertically-spanning mtilions)or0pening Height(for ho 50 in 60 in 70 In 1 60 in 1 901n Rectangular TrapfRiang. Rectangular Trap/Ttlang. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trep?riang. Rectengule 1 X 4 x.126 Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Alum.Tube P �? i; Mullion m Q ^ U U .. p U U V V r U r A, ap n.� `$y fly ��q° ry�`� rya yn� rya. r,'� AVL rya g a �aq � Via. a.2 iq4 �a n rye° $ w ryn. (J_ U$G (7_ (J U_ Sa S7 C7c V_ U (7 _ V c U UG U v U fJv C� _ (J G a 8. ? $ G o o o o ` o b- o o o Y a o -op c $ o iS a $ o ! o, C C� •7 7 C •7 U •7 V •7 y V •� 7 C -5 U -� C ESI 7 Cj .j V ¢ar .2 ¢ a �� ¢�. �� arr �� � � a � ¢ a arr �� ¢� �� ¢ rr 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170. .868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 124 46 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 1276 170.0 677 156.3 13( 50.625 in 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 664 170.0 1195 170,0 723 156.1 1235 170.0 747 i40.5 12'• 64 in 170.0 797 .170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 123.5 11: 60 In 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 136.8 801 100.0 104 631n 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 99 661n -165.4 947 -170.0 789 137:8 947 148.0 766 118.1 947 130.3 768 103.4 047 117.7 752 91.9 947 108:7 :738 82.7 94 72 in 135.9 849 142.7 737' 113.2 1849 121:6 722 . 97.0 849 106.9 708 84.9 .849 96.4 696. 75.5 846 88.7 686 67.9. 64 =j 76 In 115.5 762 120.7 665 96.3 762 102.6. S52 82.5 762 90.0 640 72.2 762 80.9. 629 64.2 762 74.2 620 57.8 76 3 781n 105.9 724 111.4 634 89.0 724 94.6 621 76.3 724 82.9 609_ 66.8 724 74.4 50 59.4 724 68.1 591 53.4 72 90 In 69.6 543 71.8 483 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 47.1 458 38,6 543 42.8 452 34.8 54 961n 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 47 108 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 37 111 in 37.1. 357 37.8 323 $0.9 357 31.8 . 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 16.5 35 120 in 29.3 306 29.8 279 24.5 306 25.1 274 21.0 306 1 21.7 270 i8.3 306 19.2 267 t6.3 305 .17.3 263 144 in 17.0 212 17.2 196 TABLE 6B Anchor Ca acct Table lbs Substrate: 2.7k Concrete 3.5k Conc. HollowchiU Anchor T 5116"Elco 114'SS Anchor Clip Patterns Type'. 3116"Eko Ulbacon 114°Edo Uitracon UltracoR 3/t6'Elco Ultracon 114'Etco Ultracon AggreG Edge Distance on): 1' 2-1/2• 1° 2-112• 3-1/8' 1' 2-12' 1' 2-112• 2' Embedment(in).* 1-314• 1.314' 1-3/4' 1-314' 2• 1-i/4' 1-114' 1-1/4' 1-1l4' 1-114 2 Anchors @ 4.75'kiln.O.C./Standard or Offset Clip.(Fig.1&2y 390 Itis 390 lbs 450 lbs 890Itu 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 37411 4 Anchors @ 2.25'Min.-O.C.I Standard(or Offset)Clip(Fig.3): 700 lbs 7001bs 580 lbs 1410 lbs 952 lbs WA 660 lbs WA 630 Itis WA 8 Anchors @ 1.15'1.11n.O.C./Standard(or Offset)Clip(Fig.4): 960 lbs 1400 lbs WA WA WA N/A 760 ibs WA WA WA 4.Anchors @ 3'Min.O.C.1(2)2x5 Angie Clips/(Fig.5): 780 lbs 780 lbs 680 lbs 1560 lbs 1896 lbs; 540 lbs 5601bs N/A 760 lbs 74811 6 Anchors @ 3'Min..O.C./(2)2x5 Angie Cifps/.(Fig.6): 1170 lbs; 1170 Itis 1020 itis 2340 lbs. 2844 lbs; 810 lbs B40Ibs N/A 1140 lbs 1122 I 4 Anchors @ 0.45".Mln.O.C./U-Clip,into.125'Alum.(Fig.7): _ -WA 'WA WA WA N/A WA NIA N/A WA WA 2 Anchors @ 2.25'Min.O.CJ F-010(Fig,8Y.1 350 Itis 1 350 IM 290 lb-s 705 lbs 476 Itis WA 2801bs WA 815 lbs WA 4 Anchors @ 1.15'Min.O.C]F-Clip(Fig.9):1 480 Itis .1 700 flu ..,WA NIA WA NIA 380 lbs WA NIA I WA 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: FIGURED: 1)SEE SHEET 1 FOR INSTRUCTION • " • ♦ • • • • • • • SHEETS 2-4 FOR GENERAL INSTALL 2)LINEAR INTERPOLATION BETWEE 3)MULLION AND MULLION CLIPS SH TO BE DRILLED IN THE FiELD FOLLC FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE I • • • • 4)SUBSTRATES:CONCRETE SHALL • • • • CONCRETE BLOCK UNIT(CMU)SHA • • • SOUTHERN PINE WITH AN SG OF 0.; • STUDS TO BE A MiNIMUM GRADE 32 ANGLE CLIP(FIGURES 50)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO META #12 ANCHORS INTO WOOD MAY BE TABLE 7A Mulllon Capacity Table Ibste) Opening Width(forvartic0/-spanning mullions)or Opening Height(forh 50 in 60 In 70 In 80 in 90 In 1 X 4 X.37b Rectangular TraprWang. Rectangular Trapfrdang. Rectangular TraprTriang. Rectangular Trap/Mang- Rectangular Trap/Triang. Rectangu Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube v u UCL m o, C Mulllon ui. . $ a 7 3 � �.�id83� , 9 8 'a 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 .1116 170.0 521 170.0 1: 481n 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 1? 50.025 In 170.0 ,747 170.0 '563, '170.0 896 170.0 631 170.0 1046 170.0 684 170.0 ii95 170.0 723 170.0 1345. 170.0 747 170.0 1� 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 11 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 it 631n 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1468 170.0 1015 156.7 1542 170.6 1076 141.0 11 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 i364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1148 -128.5 1d d72 In 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 11320 137.8 1066 105.6 .1; 761n 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 11 3 781n 166.1 1124 170.0 967 138.4 1124 147.0 965 116.6 1124 128.6 9.47 103.81124 1 115.6 931 92.3 1124 105.8 918 83.0 i 90 In 108.1 844 111.5 750 90.1 844 94.3 736 77.2 844 82.1 724 67.5 1.844 73.3 712 .60.1 844 66.5 702 54.0 8 96 in 89.1 742 91.5 663 74.2 742 1 77.2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.5 742 54.1 622 44.5 7 1081n 62.5 [476 63.9 530 52,1 586 63.6 521 44.7 586 46.6 513 39.1 586 41.4 505 34.6 586 37.3 498 31.3 5 Ill in 57.6 58.8 503 48.0 555 49.5. 495 41,2 555 42.9 487 36.0 555 38.0 480 32.0 555 34.2 473 28.8 5 120 In 45.6 46.4 433 38.0 475 39.0 426 32.6 476 33.7 420 28.5 475 29.8 414 25.3 "475 26.8 409 22.8 4 144 In 26.4 26.7 305' 22.0 330 22.4 301 18.9 330. 19.3 297 16.6 330 17.0 293 TABLE 7B Anchor Capacity Table lbs Substrate: 2.7k Conarele 3.5k Cono. Hollow CMU Anchor Type: 3116"l=lco Uitracon 114"Elco Ultracon 5116'Eioo 3116`Elco Ultracon 1/4"Edo Ultracon 114'SS Anchor Clip Patterns ultrecon AggreG Edge Distance(in): 1` 2-112' 1' 2-112' 3-1/8' 1" 2-112' 1" 2-1/2' 2' Embedment(m): 1-3/4" 1-314' 1-3I4' . 1-314' 2' 1-114' 1-114' 1-114' 1-114` 1-114 2 Anchors @ 4.75'Min.O.C./Standard or Offset Clip(Fig.%2): 390 lbs 390 lbs - 450 lbs 890 lbs 1644 lbs 270 lbs 280 Ibs 354 lbs 740 IM 374 It 4 Anchors @ 2.25'Min.O.C./Standard(or Offset)Clip(Fig.3): 700 Ibs 700 lbs 580 lbs 1410 lbs 952 Ibs NIA 660 lbs WA 630 Ibs WA 8 Anchors @ 1.15'Min.O.C./Standard(or Offset)Clip(Fig.4): 960 Ibs 1400 lbs WA WA NIA WA 760 lbs NIA NIA NIA 4 Anchors @ 3'Min.O.C.1(2)2x5 Angle Crips I(Fig.5): 780 Ibs 780 lbs 680 lbs 1560 lbs 1895 Ibs 540 Ibs 580 Ibs WA 760 Ibs 748 It 6 Anchors @.3"Min.,O.C.1(2)2x5 Angle Clips/.(Fig,6): 1170 Ibs 1170 lbs 1020 lbs 2340 lbs 2844 Ibs_. 810 lbs 840 Ibs . WA 1140 lbs 11221 4 Anchors @ 0.45"Atin.O.C./U-Clip,into.125'Alum.(Fig.7): WA WA WA NIA WA NIA WA WA WA WA 2 Anchors @ 2.25•Min.O.CJ F-Clip(Fig.8):1 350 lbs 350 lbs 290 lbs 705 lbs 476 lbs NIA 280 Ibs WA 315 Ibs WA 4 Anchors.@ 1.15'Mfn_O.C./F-Cffp(Fig.9):1 480 lbs 1 700 lbs WA WA . WA WA 380 lbs WA WA WA 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: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS 0 ® • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GE 2)LINEAR INTERPOLATION BETWEEN • • • • • • • • • 3)MULLION AND MULLION CLIPS SHO\ SHEETS 21-23. HOLES TO BE DRILLED SHOWN ON SHEETS 21-23.FIGURES S FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL C, • • • • GROUT-FILLED CONCRETE BLOCK UN • • • • PRESSURE-TREATED YELLOW SOUTH • • 6063-T5 AND BE A MINIMUM OF.125"1 THICK(18 GAUGE).STRUCTURAL STE ANGLE CLIP(FIGURES 5&6)MUST BE USED 1N PAIRS. INTO METAL SHALL EXTEND AT LEASZ ANCHORS INTO WOOD MAY BE STEEL TABLE 8A Mullion Capacity Table(lbs1e) Opening Width(for verticalty-spanning mullions)or Opening Height(for N 50 in 6010 7010 8010 90 in 1.2611 x Rectangular TraprIldeng. Rectangular Trap/Triang. Rectangular Trap/Triang. Rectangular Trapfhfang. Rectangular TrapfTriang. Rectangul 3,188" Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading x 75' �` k Al .26611 Alum �.. � ., �.. �- U Ur, � .. U � ,. t a ., a CL a a a a a Yi' a aYi 2 R n cas a 2., a S. `a 2_ a L a a Tube MUII _ � 6. v tV >V L Cl V " 3ffi 9 3 .8dib " � _ � " � � � " � 3� " � _ � " � � � � '� " � 3 � .dr � �a �4^ �c �a � c �� � c �{Y �c �a 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 12 481n 170.0 708 170.0 524 170.0 650 170.0- 584 170.0 .992 170.0 630 170.0 1133 170.0 661 170.0 1275 .170.0 677 170.0 '14 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 -747 167.0 -14 54 In 170.0 797 170.0 , 612 170.0 956 170.0 691 170.0 .1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8' 13 60 i0 170.0 885 170.0" 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1158 167.4 930 123.6 1158 156.8 919 111.2 11 63 in 170.0 930 170.0 745 160.1r722 170.0 850 137.2 1051 155.8 862 120.1 1051 142.0 848 106.7 .1051 132.3 837 96.1 10 .66 In 167.1 957 170.0 789 139.3 151.5 805 119,41- 957 .134.0 790 104.4 957 121:5 777 92.8 957 112.8 787 83.6 91 72 iii 128:7 864 135.2 698 107.3 115.2 684 91.9 804 101.3 .671 WA $04 91.4 660 71:5 804 84.1 650 64.4 81 J 76 in 109.4 722 114.4 630 91.2 97.2 618 78.2 722 85.3 606 68.4 722 76.7 596 60.8- 722 70.3 588 54.7 7; 7 - 78 in 101.2 685 105.6 600 84.4 685 69.6 588 72.3 685 78.5 577 63.3 665 70.5 588 66.2 685 64.5 560 50.6 .1 61 901n 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 1 5- 96 In •961n 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 4! 108 in 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 3 111 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 3 12010 21.8 290 28.3 264 23.2 290 23.8 260 19.9 290 20.6 256' 17.4 290 18.2 253 15.4 290 16.4 249 144 In. 16.1 201' 16.3 186 TABLE 8B AnchorCapacity Table lbs Sutstrate• 2.7k Concrete 3.5k Cone. Hdlow CMU 5'16^Elco 114'SS Anchor ClipPattems AnchcrType: 3r16 ElcoUtiracul 1/4•EkoUllraean Ultracon 3116 Elco,Macon 114'EfcoUilracon AggreG Edge Distance( y 1" 2-1/2' 1" 2-112' 3-1/8' Y 2-112' 1" 2-112' 2" Embedment(n 1-SW 1314' 1314" i•3r4" 2' 1-14' i-1/4' 14 " 1-114' 1-114 2 Anchors @ 4.75'6tfn.O.G./Standard or Ofset Clip(Fig.1): 390 lbs 390 Ibs 410 Ibs 890 Ib., 1644 IDs 270 lbs 280 its 354 lbs 7401be '374 It d Arrhors @ 1.15'Mint O.C./Slandard(or Offset)Clip(Fig.2) 480 lbs 700 lbs IIIA WA IIIA II/A 380 lbs IIIA IUA NIA 4 Awhors @ T Mto.O.C.f(2)2x5 Angle Clips/(Fig.3}: 780 tbs_ 780 lbs 680 lbs 1560 lbs 18W Ibs 54011)s 560 lbs IIIA 760 lbs 7481t 4 Am riots @ 0.45"IAIn.O.C./U-Clip,Into.125 Alum.-(Fig.4y IIIA WA II/A IUA N/A NfA IUA NIA I 11 IilA - 1 Archer/F-Clip.(Fig.5}: ig&lbs .195 lbs 225 lbs 445 lbs 822 lbs 135 lbs 140 lbs m los 370lbs. 1871t 2 Anchors @ 1.15"tAln_O.CJ F-CIIp(Fig.6). 240 lbs 350 lbs N/A IUA If/A ti/A. 190 lbs 111A IVA If/A NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON LOADING.SEE SHEETS 2-4 FOR C .2)LINEAR INTERPOLATION-BETWEEN FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHC CLIP MUST SHEETS 21-23. HOLES TO BE DRILLEI 4 ® ® BE USED SHOWN ON SHEETS 21-23.FIGURES IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK Ul BE PRESSURE-TREATED YELLOW SC • • 6063-T5 AND BEA MINIMUM OF.125" • e e .045"THICK(18 GAUGE).STRUCTURP ANCHORS INTO METAL SHALL EXTEP #10p ANCHORS INTO WOOD MN TABLE 9A Mullion Capacity Table(lbslfe) Opening Width(for vertically-spanning mullions)or Opening Height(for horizonh 50 in 60 in 70 In 80 In 90 in 100 in 1.2b X 3.25 Rectangular Trap/Tdang. Rectangular Trap/Triang. Rectangular TrapTdang. Reolangular TraplTiiang. Rectangular Trap/Tdang. Rectangular T Loading Loadng Loafing Loading Loading Loading Loadng Loading Loading Loadng Loading X.100 Alum.Tube . 0 0 n O n 0 0.-. 0 0�. 0 09 0 y (1 0 i. 0 Mullion a a� L a a� a a>g a a� 8 g a 8 t '3 O u 7 O 2 L� 0 L U�1' t 7 ` 7 Qua d� a as �d ac 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 110.0 519 170.0 1116 170.0 521 153.3 1118 ti `481n 170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 170.0 630 146.7 978 170.0 661 130.4 978 170.0 677 117.3 978 111 W.825 In '170.0 747 170.0 563 170.0.- 896 170.0. 631' 150.7 927 170.0 684 131.9. 927 166.5 708. 117.2 927 159.1 699 105.5 927 11. 641n 170.0 797 170.0 612 154.5 869 176.0 691 132.5 869 153.9 683, 115.9 869 141.8 669 103:0 869 134.0 '660 92.7 869 11 60 in 143.2 1 746 153.8 634 1 119.4 746 132.3 -620 102.3 1 746 117.6 608 89.5 746 1 107-8 599 1 79.6 746 101.0 1 592 71.6 746 9 r� 63 in 123.7 677 132.0 578 1.103.1 677 113.2 568 88.4 677 100.4. 555 1.77.3 677 1 91.4 546 68.7 671 85.2 539 61.9 677 e C 66 in 107.6 617. 114.1 530 89.7 617 97.6 519 76-9 617 86.3. 509 67.3 617 78.3 500 59.6 617 72.6 494 W.A. 617 :6 72.in '82.9 518 87.1 450 69.1 518 74.2 440 59.2 5118 85.2 432 51.8 518' 58.8 425 46.1 518 54.2 419' 41.4, 518. 'S p - 76in -70.5 465 73.7 406 58.7 465 '62.6 398. -50.3 465 54.9 390 -44.1 465 49.4 384 39.2 465 45.3 378 35.2 465 4 78 in 65.2 441 68.11 387 54.3 441 57.7, "379 48.6 441 50.6 372 40.8 441 45.4 366 11,36.2 441 41.6 360 32.6 441 .3 901n 42.4 332 43.8 295 35.4 332 37.0 M 30.3 332. 32.3 284 28.5 332 28.8 280 23.6- 332 26.1 .276 21.2 332 2 96 In 35.0 291 35.9 260 29.1 291 30.3 256 25.0 291 26.4 252 21.9 291 23.6 248 19.4 291 21.3 244 17.5 291 1 108 in 24-6 230 25.1 208 20.5 230 21.11 205 17.5 230 18.3 201 15A 230 16.2 198 111 in 22.6 218 23A 197' 18.9 218 19-4 194 16.2 218 '16.8 191 114.1 218 14.9 168 120 in t7.9 187 18.2 170 14.9 187 15.3 167 TABLE 9B Anchor Capaclty Table(lbs) Substrate: 2.7k Concrete 3.5k Cont. Hofknv CMU. 5116'Elco114"SS Anchor C lip Patterns Anchor Type: 3116'Elco Ultracon 114°Eloo Ultracon Ultracon 3116'Elco Uittacon 1/4'Elco Ultracon AggieG Edge Distance(in): 1' 2-112' 1" 2-112' 3-118' 1' 2-1/2' 1' ' 2-112' 2- Embedment On): 1-314" 1-314" 1-3/4' 1-3/4' 2' 1-1/4' 1-114' 1-114"_ 1-114' IAM 2 Anchors 4.75'MIn.O.C./Standard or Offset Clip(Fig.1): 390 lbs 390 lbs 450 lbs 890 ft 1644 lbs 270 lbs 280 Ibs 354 lbs 740 lbs 37411 4 Anchors @ 1.15'Min.O.C./Standard(or Offset)alp(Fig.2): 480 lbs 700 lbs NIA WA NIA N/A 380 lbs NIA NIA -NIA 4 Anchors @ 3'Min.O.C.1(2)2x5 Angle Clips/(Fig.3): 780 lbs. 780 lbs 68D lbs 1560 lbs 1896 lbs 540 lbs 560 lbs WA 760 The 74811 3 Anchors @ 0.54'Min.O.C.l U•Clip,into.1100"Alum.(Fig.4): WA WA WA WA NiA NIA WA N/A N/A WA I Anchor/,F-alp(Fig.5): .195 ibs 195 lbs 225 lbs 445 lbs 822 lb4,. 135 ft 140 lbs 177 lbs 370 lbs 16711 2 Anchors @ 1.15"Alin.O.C./F-Clip(Fig.6): 240 lbs 350 lbs WA WA NIA WA 190 lbs N/A NiA WA FIGURE 1: FIGURE 2: TABLE NOTES: ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON LOADING.SEE SHEETS 2-4 FOR C - 2).LINEAR INTERPOLATION BETWEEP FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHC CLIP MUST SHEETS 21-23.HOLES TO BE DRILLEI B e ® BE USED SHOWN ON SHEETS 21-23.FIGURES IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL FIGURE 4• FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK U BE PRESSURE-TREATED YELLOW SC 0 • 6063-T5 AND BE A MINIMUM OF.100" G e e .045"THICK(18 GAUGE).STRUCTURE ANCHORS INTO METAL SHALL EXTE( 0 #10 ANCHORS INTO WOOD MA TABLE10A Mullion Capacity Table pbs/fe) Opening Wdth(for verlicatly-spanning mullions)orOpening Height(forhorizortti 50 in 60 in 70 in 80 in 90 in 100 in 1.26 X 3.26 Rectangular Trap?Tdang_ Rectangular Trap/iriang. Rectangular Traprrriang. Rectangular TraplTdang. Rectangular Trap/rdang. Rectangular T X.524 Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading Alum.Tube .� M, wcAl r r r r C r r r t9 �p N (" N Ci N /0 lE N tp "B N W N N [0 f0 N Mullion a a� a no a a� a nn a n� a a a a a a A A G A R'G (0 l0 G f0 t0 G t0 a G f0. !C G f0 40 G 0 l"'C A d G (0 f➢ G A R G f0 Uv U Uv U- 0.-a U UM U Uv U c' ti o. `o` o o``. c -_9 _ AM cc � G �a � G dtY 2G d`a � 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 11 48 in 170.0 70B 170.0 624 170.0 850 170.0 584 -170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 ii 50.626 in 170.0 747 170.0 563 110.0 896 170.0 -631 170.0 1416 170.0 684 170.0 1]95 170.0 723 170.0 1346 170.0 747 170-0 1494 ti 64 in 170.0 797 170.0 612 170.0 956 170.0 591 170.0 1116. 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 .15.941 1i 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 161.1 .1511 170.0 996 145.0 1511 ii 63 in 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 11 66 in 170.0 974 170.0 789 170.0 1169 170.0. 903- 155.5 1248 570.0 1002 136.2 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 1: c - - °�' 72 in 167.8 -1049 170.0 878 139.9 1049 150.2 :.892 119.9 4049 132A 875- 104.9 1049 119.1 860 93.2 1049. 109.7 848 83.9 1049 11 J 0 76 in 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 8 �. 78 in 132.0 894 137.6 703 110.0 894 116.9 767 94.3 891 102.4 753 82.5 894 91.9 740 73.3 894 84.1 730 . 66.0 894 7 90 in 85.9 671 88.7 696 71.6 671 74.9 565 61.4 671 65.3 575 53.7 671 66.2 566 47.7 671 52.9 558 43.0 671 4 96 in 70.8 590 72.8 527 69.0 590 61.4 518 50.6 590 53.4ff828.6 4.3 590 47.5 502 39.3 590 43.0 494 35.4 590 3 108 in 49.7 466 60.8 421 41A 466 42.8 414 35.5 466 37.11.1 466 32.9 402 27.6 466 29.7 396 24.9 466 i Sit in 45.8 441 46.7 400 38.2 441 39.3 393 32.7 441 34.1 441 30.2 382 26A 441 27.2 376 22.9 441120 in- 36.3 378 36.9 344 30.2 378 31.0 339 25.9 378 26.82.7 378 23.7 329 201 378 21.3 325• 18.1 378 1 144 in 2f.0 262 21.2 212 57.5 262 57.8 239 15.0 262 15.3 TABLE 10B AnchorCapacity Table(Ibs) Substrate: 2.7k Concrete 3.5k Cant. Hollow atU 5116'Elco 114"SS AnchorCilp Patterns Anchor Type: 3116'ElcoUttracm 114'EkoUllraton Utiracon &16'EltoUttra at V4"EkoUttracon A9greG Edge Distance 0ny _ 5" 2412' 1" 2-112' 3.118" 1" 2-112' 1" 2412' 2' Embed11a1t n) 1314" 1.514' 1314" 1-14" 2" 1-514" 1-114" 1414" 1 1-114' 1-114 2 Anchors x14.75'Min.O.C./S1alclartl or ONet Clip(Fig.1y 390 lbs 390 lbs 450 lbs 680 lbs 1644 lbs 279 lbs 28D Ibs 354 lbs 7401te 374 It 4 Anchors G 1.55"I,IIn O.C.1 Standard(or(Xt§el)Clip(Fug.2): 480 lbs 700 lbs; NIA IUA HIA IUA 380 lbs NIA IUA 111A lAnchors @ 3 Min.O.C.1(2)26 Angle Clips/(99.3y 760lbs 780 lbs &Bu lbs 15601bs 18961bs 5101bs 560 lbs NIA 7601W.. 7481t 3Anchors g 0.54"Min.O.C../UCttp,Into.100,Alum_(Fig.4): IIIA IUA N/A I 11 IUA IIIA IUA IIIA IUA II/A 1 Anchorl.F-Clip(Fig.5): 1951bs. 105 lbs, 225 lbs 446 lbs,- 822 lbs. US lbs 1401bs 177 lbs 370lbs 187 It 2 Anchors @ 1.15'Min O.CJ FClip(Fig.6j 240 lbs 350 lbs" NIA IUA N/A 111A 190 lbs NIA WA NIA FIGURE 1: FIGURE 2: TABLE NOTES: �. 1)SEE SHEET 1 FOR INSTRUCTIONS ON LOADING.SEE SHEETS 2-4 FOR C 2)LINEAR INTERPOLATION BETWEEN FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHC CLIP MUST SHEETS 21-23.HOLES TO BE DRILLEI ® BE USED SHOWN ON SHEETS 21-23.FIGURES IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL t FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK U BE PRESSURE-TREATED YELLOW SC • 6063-T5 AND BE A MINIMUM OF.100" G e e .045-THICK(18 GAUGE).STRUCTURI ANCHORS INTO METAL SHALL EXTE( 0 #10&412 ANCHORS INTO WOOD MA TABLE 11A Mullion Capacity Table(Ibsffe) Opening Width(forvertically-spanning mlliions)orOpentng Height(forhorizod: 50 in SO in 70 in 80 in 190 in 1100 in 1.26 x 3.94 Rectangular Traplfrlang. Rectangular Trap/ruang. Rectangular Ttagrftiang. Reclangular Trap/rdang. Rectangular Trap/rdang. Rectangular 7 x.624 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube r Ad : z r V. .x x z i, V V ft V V U 'U U U U U U U U- U U U U U U U U U U U C W W N !1 A N {y q N W W N (7 l0 N W O N .. O N a � W H v W['! W A N (p a N R Mullion Q 0.fl Q Q n Q G Q Q Q aS Q a O Q. C {� 0- M 4p G W :h G W :a G W W t'+ W [11 G W a- a W G 4 W G N W W. a_G 4% U Uv U 0t1 U U v U' - Uv U 0-o UUv U U v U- U v V Uv U Uzf. U- U v' L p O A C�' OA O -c.9 9 C� is g O� O b p� O O G� O� p� O m c :cc. lC 'C.•7 _ � t.5 S � L 7�' L � ._ � -C � 'S � CCC ..0 � 5U5 m a US m 7 U W a � jU O = A G G Q CY 42 in 176.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170-0 519. 170.0 1116 '170.0 521 170.0 1240 T 48 in 170.0 708 170.0 524 170.0 850 1170.0 584 170.0 992- 170,0 630 170.0 1133 170.0 •661 . 170.0 1275- 170.0' 677 170.0 1417 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' 54 in 170:0 "797 110.0 612 : 174.0 956 170.0 69.1 .170. 11.16 170.0 .754 170.0 1275 170.0 803 170.0 1434 170.0 837. 170.0 1594 1' 60 in 170.0 885 -170.01 701 170.0 1063 170.0 797 170.01 1240 170.0 878 170.0. 1417 170_0 '944 170.0 1594 170.0 996 170.0 1771 1 63 in 170.0 930 "170.0 745 170;0 1116 170.0 859 170.0 1302 '170.0 940. 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 1 �. 66 in 170.0 974: 170.0 769 170.0 1169 170.0 '903 .170.0 1364 170.0. 11102 170.0 1558 170.0 1066 _170.0 1753 170.0-_1155 170,0 1948 1 m 72 in 170-0 1063 170.0 878 '170.0 1275 .'170.0:..1009 170.0 1488 170.0 1126 1700 1700 170.0 1228 154.1 '1734' 170.0- 1315 138.7 1731. 1 0 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 '1555 170.0. .1209 147A 1556 165.2 1285 131.1 1556 151.5 1266 117.9 1656 1 76 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1477 169.3 1245 136A 1477 152A- 1224' 121.2 1477 139.1 1206 109.1 1477 1 90 in 142.0 1110 146.5 986 118.4 1110 123.9 968' 101.5 1110 107.9 951 68.8 1110 95.3 936 78.9 1110 87.5 922 74.0 1110 1 96 in 117.0 975 120.3 872 97-5 975 101.5 856 83.6 975 88.3 842 73:2 975 78.5 829 65.0 915 71.2 817 58.5 975 I 108in 82.2 771 84.0 696 66.5 771 70.7 685 58.7 771 61.3 674 51.4 771 54.3 664 45.7 771 49.0. 655 41.1 771 n 75.7 730 77.3 661 53.1 730 65.0 650 54.1 730 56.3 G40 47.3 730 49.9 631 42.1 730 45.0 622 37.9 .730 120 in 59.9 624 61.0 66T 49.9 624 51.2 560 42.8 624 44.3. 552 37.5 624 39.2 544 33.3 624 . 35.3 537 30.0 624 144 in 34-7 433 35.1 -400. •28.9 433 29.4 395 24.6 433 -25A 390 21.7. 433 22.4 365 19.3 433 -20.0 1 381 17.3 433 TABLE 118 Anchor Capacity Table(Ibs) Substrate: 2.7k Concrete 3.5kCOnc. Hollow.CMU Ane: 3' thoc7yp1G`ElcoUttracm 1I4'ElcoUttracon 6116'Elco 3116 Elco Macon 114'SS i14'EkoUitracon AggreC AnchorClip.Pattenls U11mcon Edge Drstance pn)' i" 2-1/2" 1' 2-112' "fw 1' 2-112' . i". 2-112' 2' Embedment n' 1314' i3'4' 1-W 1x14' 2" 1-114" 1414' 1-114' i-V4' 1-1b 2 Anchors @ 4.75 hilt O.C.I SiaWard of O.fret Clip(Rg.17 390 lbs 390 lbs 450 lbs 890 lbs 1644 lbs 270 lbs 280 lbs 354 lbs 740 lbs 374 i 4 Anchors @ 1.15'Min.0,0./SlarAwd(or Offset)Clip()g.27 480 lbs 700 lbs 111A IIIA _ IIIA 111A 380 lbs NIA WA NIT 4 Arr Wrs @ 3'1.11n.o,C./(2)2x5 Angle Clips t(Fig.3}' 78D lbs 780 lbs 680 lbs 1560 lbs 1898 lbs 5401bs 560 lbs NIA 7601bs 7481 4 anchors @ 0.54'hiln.O.C.I U-Clip,Into Aw Arum.(Fig.4) . IVA IUA 141A IUA N/A NIA I11A Ii/A N/A Nll 7ArxtiorlF-Crip(Flg._4� 195 lbs M-lbs.. 225 lbs 445 lbs 822 lbs,. 135 lbs; 1401W 1771bs 3701M 187i 2 Anchors @ 1.16'Idle O.CI F-C110flg.6y 240 lbs; 350lbs' NIA WA Il/A IUA 100 lbs tUA IUA Illi FIGURE.1: FIGURE 2: _ TABLE NOTES: e 1)SEE SHEET 1 FOR INSTRUCTIONS ON LOADING.SEE SHEETS 2-4 FOR _ 2)LINEAR INTERPOLATION BETWEEI FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SH( CLIP MUST SHEETS 21-23.HOLES TO BE DRILLE BE USED SHOWN ON SHEETS 21-23..FIGURES IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK U BE PRESSURE-TREATED YELLOW S( • 6063-T5 AND BE A MINIMUM OF.100' 0 .045'THICK(18 ) STRUCTURi ANCHORS INTO METAL 6 #10 ANCHORS INTO WOOD MA TABLE '12A Mullion Capacity Table pbstftz Opening Width(forverlically-spanning millions)or Opening Height(for ho 501n 60 in 70 in 60 In 90 in Rectangular TraptUang. Rectangular Traprr4ang. Rectangular Trap/Tnang. Reclangufar Trap/Nang. Rectangular TrapdTnang. Rect ingula 2 X 4 x.25 Loading Loading Loading Loading Loading Loadng Loading Loadng Loadbng Loading Loafing Alum.Tube z' a8opiv g � k � g : S 2$ a n a MC;i aa3a aa'$ $ Y3 a$ all $ $ _ $ ` a $ o oo o J t 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 392 170.0 519 170.0 1116 170.0 621 170,0 124 481n 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 170.0 677 170.0 141 60.625 In 170.0 747- 170.0 563 170.0.- 896 170. 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 US 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170,0 '1275 .170.0 603 170.0 1434 170.0 837 170.0 151 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 170.0 986 170,0 i T 631n . 170.0 930 170.0 745 170:0 1116 470.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170,0 1673 170.0 1076 170.0 18; . 66 In 170.0 974 .170.0 788 170:0 1169 170,0 .903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1153., 170.0 1155 170.0 19! 721n 170.0 1083 170.0 "878 170.0 -1276 _170.0 1009 170.0 1468 170.0 1126 .170.0 1700 170.0 1228 170.0 1913 170.0 1316' 170.0 21: 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 165.1 1960 170.0 1421 148:6 1 N 3 78 in 170.0 1151 170.0 967 170.0 1381 170,0 1116 170.0 1611 170.0 1250 170.0 1842 170,0 1369 152.7 1661 170.0 1474 137.4 IN 90 In 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 69.5 131 961n 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92; 1229 98.9 1044 81.9 1229 89.6 1029 73.7 12 108 In 103.5 971 105.8 677 86.3 97t 89.0 862 74.0 971 77.2 849 64.7 971 . 68,4 837 57.5 971 61.8 825 51.8 97 111 In 95.4 919 97.3 832 79.5 919 81.9 819 68,1 919 70.9 806 597 919 62.9 794 53.0 919 56.7 784 47.7 91 120 In 75.5 786 1,76.8 716 62.9, 766 64.5 705 53.9 786 55.8 695 47.2 .766 49.4 686 41.9 786 44.4 677 37.7 78 144 in 43.7 546• 44.2 504 36.4 546 37.0 498 31.2' 546 31.9 491 27.3 546 28.2 485 24.3 546 25.3 479' 21.8 54 TABLE.12B Anchor Capacity Table(lbs) . Subsimle: 2.7K CorxMe 3.5k Cmc. HUI"Ulu Anchor Type: 3'16'Elco Ultraem 114'Elco Macon 6116'Elco 3'16°Elco Uttracm 114"EkoUttracon 114`SS AnehorCllp Patterns ultracon AggreG Edge Dtslance pny 1" 2-1/2' 1' 2-1/2' 3.118' 1' 2412? 1" 24/2' 2' EmbeWmI ony 1314° 13+4' 1314" 1 15&4' 2' 1-114' 1414' 1-114' 1-114' 1-1h 2Anchors @ 4.75'Mln O.C./S.lardard orOtfset Clip(Fig.My. 1390 IDs 390 Ito 4501bs 840 lbs 1644 Tbs 270 lbs 280 lbs 351 lbs 740.1tis 374 II 4 Anchors @ 2.68'Mln.O.C./Standar(or Offset)Clip(Fig.3y 740 lbs 740146 M lbs 1485 lbs 1424 lbs I11A 560 Ib6 II/A 695lbs NIA 6 Anchors @ 1.71'Min O.C./Standard(or Met)Clip(Fig.4): t'S5 lbs CgD50 10 758 lbs 1946 lbs IIIA IIIA 705 lbs NIA 7901bs IUA 4Arcilois @ T Mln.O.C.l(2)2x5 Argle Cllps/(Flg.4 720 lbs 7 lbs 680 lbs 1560 lbs 1606 IDs 540lbs 560lbs NIA 7601bs 74811 6Anchois @ 3'MIn.O.C./(2)2x5 Angle Caps/(Fig.6}: .1170165 1176lbs 1020 lbs 2340 lbs 2844 lbs 81 mDs 844IDS I11A 1140 lbs 11221 3Amhors @ 1.34" Aln:O.C_/U-Clip,Into.125"Alum.:(Fig.4 '-IIIA tUA NIA IVA fI/A ll/A WA tUA NIA IIIA GAnchors @ 0.64'Idin.O.C./U-clip,Into.125'Alum.(Fig-By WA IVA NIA IUA tI/A IIIA WA NIA IVA IIIA 2 Anchors @ 268'Min O.C./F-Clip(Fig 9} 370 lbs 370 lbs. 315 lbs 743 Ibs 712 Its NIA 280 its N/A 34B lbs NIA 3 Arc Ws @ 1:71"Min_O.C./F-IIp(Fig.10} 443 lbs 5251b 379 lbs 973 lbs N/A NIA 353 lbs IIIA V91bs NIA NOTE, FOR THE OFFSET CLIP, USE THE SAME.ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLEI FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • ♦ • • • • • TABLE NOTES: • • 1)SEE;SHEET 1 FOR INSTRUCTIONS ON USING THE TABLE GENERAL INSTALLATION METHODS. FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANC • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCI THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SH( • • LOCATIONS. FIGURE 7: FIGURE EI: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 • • • • LE (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE I MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125 IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICI THREADS BEYOND THE MATERIAL.#10 ANCHORS ll` TABLE13A Mullion Capachy Table IbsRe Opening Width(for vertically-spar11iing minions)or Opening Height(for ho 50 in 60 In 701n 80 In 901n Rectangular Trep/Tdang. Rectangular Trap/Tdang. Rectangular TrapMang. Rectangular Tra g pJTriang. Rectangular Trap/Triang. Rectangule 2 x 6 x.26 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum.Tube Z� Z' 2� Z� Z' Z' Z1 a, Z. Z' v v.� 'u u ° u.. •0 Ti ti u .. v ter. "u u u v � .. 'u u. Mullion a n`� n v_��W�.ci3 roWu Gmo v° 13v� �c-m�•.� d3� �v°`��� as � c� � -aCLC a GL a nn a 9L n am � a W W � 8-. � W oo W vc •W W W � � � vW0--0U v o ° 2 ° o r 5 o.. .a-- c c v u v u Cr ° Cr ° Crm v ¢ Q[Y Q d c ¢I 42 in 170.0 620 170.0 435 1 170.0 744 1 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 124 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 170.0 677 170.0 141 50.625 In 170.0 747 170.0 563 170.0 896 110.0 831 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 141 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170:0 15<. 60 In 170.0 885 170.0 701 170.9 1063 170.0 M. 170.0 1240 170.0 878 170.0 1417, 170.0 944 170.0 1594 170.0 998 170.0 17; 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 .940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 16: 66 in 170.0 974 170.0 789 170.0 1169 .170.0 903 170.0 13M 170.0 1002 170.0 1558 170.0 1086 1 170.0 -1753 170.0 1155 170.0 19, m72 in 170.0 1063 170.0 878 176.0 1275 170.0 1009 170.0 1468 170.0 1128 170,0 1700 170.0 1228 170.0 1913 170.0 1315170.0 21; 76 In . 170,0 1122 170.0 937 170.0 1346 -170.0 1080 170,0 1570 170.0 1209. 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 22, 78 in 170.0 1151 170.0 967 170.0 1381 170.0 i116 170,0 Wit 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170,0 1474 170.01 231 901n 170.0 1328 170.0 1144 170.0 1.594 170,0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 26; 90 In 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170,0 1794 170.0 2550 170.0 1952 170.0 28: 1081n 170.0 1594- 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2018 184.8 2781 170.0 2271 148.3 271 lilIn 170.0 1638 170.0 1454 170.0 1966 170:0 17001 170.0 1 2293 170;0 1932 170.0 2621 170.0 2149 151.8 2632 162.3 2245 138.6 26. 1201n 170.9 1771 170.0 1586' 170.0 2125 170:0 1859154.4 `2252 159.9 1991' 135A 2252 141.4 1964 120.1 '2252 127.2 1938 108.1 22: 1441n 125.1 15.M 126.6 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78.2 1564 80.7 1390 69.5 1584 72.3 1373 62.6 15+ TABLE13B Anchor Ca Ity Table lbs Substrate: 2.7k Concrete 3.5k Cont. Hollow CMU AnchorT 5116'Elco 1/4'SS ypa: 3116'Efco Ullsacon 1!4'Elco Ullrecan 3116'Elco Ullracon 114'Edo Ultracd>n AnchorCII Patterns Ultracon AggreG Edge Distance(n): 1' 2-112' 1' 2-1/2' 3-1/8' 1' 2-112' 1' 2-112` 2` Embedment(in): 1-314' 1-3/4' 1-314" 1-3/4' 2' 1-1/4' 1414' 1-114' 1-114' 1-1/4 2 Anchors @ 4.75'Min.O.C./Standard of Offset Clip(Fig.1&2): 390 lbs 390 lbs 450 lbs 890 lbs 1644 lbs 270 lbs 280 Ibs 354 Ibs 740 lbs 37411 4 Anchors @ 4.68'Ailn.O.C./Standard(or Offset)Clip(Fsg:3):. 780 lbs 780 lbs 900 lbs 1780 lbs 3232 lbs 540 lbs 560 lbs 708 lbs 1480 lbs 74811 8 Anolors @ 1.71'Min.O.C./Standard(or Offset)Clip(Fig.4): 1180 lbs 1400 lbs 1010 lbs 2595 lbs MIA NIA 940 lbs WA '1065 lbs N/A 4 Anchors @ 3'Min.O.C../(2)2x5 Angle Crips/(Fig,5): 780 lbs 780 lbs 680lbs 1560lbs 1896 lbs 540 lbs %0 lbs WA 7801bs 74811 6 Anchors @ 3'Alin.O.C./(2)20 Angle Clips!(Fig,6): 15W lbs 1560 lbs 1360 lbs 3120 lbs 3792 lbs 1080 lbs 1120 lbs WA 1520 lbs 1496 I 12 Anchors-@ 1:5'Min.O.C.1(2)26-Angle Clips I(Fig.7): 1660 lbs 2100 lbs 1440 lbs 37801bs WA WA 1320 lbs WA '1600 lbs WA 4 Anchors @ 1.34'Min.O.C./U•Cllp,Into.125'Alum.(Fig.8): WA WA WA WA WA WA WAWA WA WA 8 Anchors @ 0.64'.Min:O.C./U-Clip,Into A25"Alum.(Flo.9): WA WA WA WA WA WA WA WA WA WA 2 Anchors @ 4.68'A{iri:O.CJ F•Clip(Fig.10): 390 lbs 390 Ibs 450 lbs 890 lbs 1616 lbs 270 lbs 280 lbs 354 lbs 740 lbs 3741 4 Anchors @ 1.71'kiln,O.C.!F•Clip(Fig,11): 590 lbs 71101bs 505 lbs 1298 lbs WA WA 4701bs WA- 533 lbs WA 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 6: FIGURE 9: FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR LOADING.SEE SHEE' 2.)LINEAR INTERPOL, 3)MULLION AND MUL • s • • • • • • • • 21-23. HOLES TO BE FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGUF ANGLE • • • • • • • • CLIP 4)SUBSTRATES:COI (FIGURES CONCRETE BLOCK U • • • • • • • • 5-7) YELLOW SOUTHERN MUST BE THICK.STEEL STUD; • • • • • • • • USED IN PAIRS. BEAT LEAST.125"Ti THREADS BEYOND T TABLE 14A Mullion Capacity Table Ibse Opening Width(for vertically-spanning mullions)or Opening Height(for ho 60 In 601n 70 in 80 in 90 in Rectangular Trap fang. Rectangular TraplTriang. Rectangular Traprhiarg. Rectangular TrapTriarg. Rectangular Trap/Triag. Rectargula 1.26"x 2.11" Loading Loafing Loading Loading Loading Loading Loading Loading Loading Loafing Loading x.125"Alum -, G . ' G ittf. u g �u' e ,- u u u u T $ 8 $TubeMUII a � aa $n n 2.13 2. $ 0. G G G G G Z' 3 � $ G C r o o u s 9o� X° ` u rxu oo v ` . b9 0o u v u d u m A .8 ff ii MG 421n 144.2 526. 167.0 428 120.2 526 148.9 419 103.0 526 138.9 414 90.1 526 134.6 411 60.1 526 -134.1 411 721 521 48 In 96.6 403 108.0 333 60.5 '403 94.7 325 69.0 403 86.4 320 60.4 .403 81.4 317 53.7 403 79.1 315 48.3 40: 60.625 in 82.3 362 91.0 -30.1 68.6 362 79.3 294. 68.8 362 71.9 289 51.5 362 67.2286 45.7 362 64.6.: 284 41.2 35 r� 64 In 67.8 318 74.1 267 56.5 318 64.2 261 48.6 318 57.7 256 424 M -53.6 253 .37.7 318 50.8 250 33.9 311 C 60 In 49.5 258 53.1 219 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 25 631n 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 1 192 26.7 234 31.6 169 23.7 234 29.4 186 21.4 '23 7 - 66 in 37.2 213 39.4' 183 31.0 213 33.7 . 179 '26.6 213 29.8 .176 23.2 213. 27.0 173 20.8 213 25.1 .170 18.6 21: 721n 28.6 179 30.1 155 23.9 179 25.6 152 20.4 179 22.5 149 17.9 179 20.3 147 1.5.9 179 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 78 in 22.5 152 23.5 133 18.8 1 152 19.9 131 16.1 152 17,5 128 TABLE 14B Anchor Capacity Table(lbs) Substrate: 2.7k Concrete 3.Flc Cmc. Hollow CMU 5116"Eko114'SS Anchor Type: 3116"Elco Ultax on 114'Elco Udr&cn 3116'Eko Ultracon 114"Eko Ultnacm AnchorClip Pattems Ultracm AggreG Edge Distanc e(in): 1" -2-112' -Y 2i/2" 3-118" 1^ 2-112' 1� 2-1Y2' 2" Embedment(ink 1314' 1314' 1314" 13/4" 21 1-1141 i-114" 1414" 1-114" 1-114 4 Arrhors @ 3'h11n.O.0:1(2)2c5Angle Clips/(Fig_1}1 780 lbs 760 lbs 68011 s i560 ib.s 18B6lbs 540 lbs 6601bs NIA 760 lbs 748 Il TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE T SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHC FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TC O HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE L( ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUM THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AP LEAST.125"THICK AND A36.ALL ANCHORS INTO MET THE MATERIAL.#10 ANCHORS INTO WOOD MA) TABLE 15A Mullion Capacity Table(lbslft2) Opening Width(forverticaliy-spanning mUlions)or Opening Height(forhoi 501n 60 In 70 In 801n 90 in • Rectangular Traprildeng. Rectangular Trap/Tdang. Rectangular TrapMang. Rectangular Trap/Tdong. Rectangular TraplTdang. Reclangda 3.26,1 30 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadng Loading DEG.AL �_ _ � k Z' � _ Z � � � � _ � � Z c 0 - c .; BAY MULL o nb' n as a iii n '$a a iia n n o' Q7a as a a`' a b a ii "o a n� G (p M C G W m G (p G {q p G 43 0 0 ,� c� c�� 0 0� 0 0� c� 0 g 0 0 0 3 13 .3 o 1. 7 L 7p t 7 `.721 `0 o. .2 a c u N 7 rY j u d7 7 u 7 c A .0 a ruC,, g � G 4w no "Lc Qa 42 in -170.0 620 470.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 124 46 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 170.6 677 170.0 141 50,6251a 170.0 747 170.0 563 170.0 896 170.0 631 170.6 5046 170.0 684 170.0 1195 170,0 723 170.0 1345 170:0 747 164.2 144 641n 170.0 '797 170.0 612 170.0 956 170.0 691 170.0 1116 170,0 754 170.0 1275 170.0 803 100.4 1353 170.0 837 144.3 135 60 in 170.0 865 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 878 146.1 1218 '170.0 944 129.9 1218 159.8 936 116.9 12t 631n 170.0 930 179.0 745 170.0 1116 170,0 850 150.2 1150 168.8 933 131.4 1150 163.01914 116.8 1150 141.9 898 105.1 lit 661n 170.0 .974 170.0 789 152.4 1048 165.8 881 .130.6 1048 -146.6 864 114.3 1046 133.1 850 101.6 1.048 123.4 839 91.4 104 C 72 In 140.8 880 147.9 764 117.4 880 526.0 748 100.6 660 110.8 734 88.0 880 100.0 722 78,2 880 92.0 712 70.4 681 m _ "t 76 In 119.7 790 125.1 690 99.8 790 106A 676 85.5 796 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 791 781n 110.8 750 115.5 657 92.3 760 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 61.6 750 70.6 612 55.4 751 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 W 961n 59.4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1. .495 1 39.9 421 33.0 495 36.1 415 29.7 49 1081n 41.7 391 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 39 I t i In 38.4 370 ..39.2 335 32.0 370 33.0 330 27.5 370 28.6 325' 24.0 370 25.3 320 21.4 370 22.8 316 19.2 37, 120 in 30A 317 30.9 289 1126.3 317 26.0 284 21.7 317 22.5 280 19.0 3S7 19.9 276 16.9 317 17.9 273 144 In, 17.6 220 _1.7.8 203 . TABLE15B Anchor Capacity Table lbs Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU 5116'Elco 114'SS Anchor Anchor Clip Patterns Type: 3/16'Elco Ultracon 114'Elco Ultracon Uitracon 3x16'Efco Ultracon 114"Elco Ultracon AggreG Edge Ustame(in): Y 2-11T 1" 2-1/2' 3.1/8' 1' 2-112` 1' 2-1/2' 2' Embedment(in): 1-314' 1.314' 1-3/4' 1-314' 2' 1-1/4' 1-1/4" 1-114' 1-114' 1-1/4 2 Anchors @ 5'Min.O.C./(2)2x5 Angle Clips/(Fig.1Y.1 390 lbs 1 390 lbs 450 lbs 890 ft 1700 lbs 270 lbs 260 lbs 354 lbs 740 lbs 37411 4 Anchors @ 3.5'Min.O.C.1(2)2x5 Angle Clips)(Fig.2):1 780 lbs 1 780 lbs 790 lbs 1670 lbs 2525 lbs 540 lbs' 6601bs N/A 1120 ft 74811 6 Anchors @ 2.71'Min.O.C.1(2)2x5 Angle Clips!(Fig.3):1 1120 lbs 1 1120 Ibs. 1 958 Ibs 1 22461bs 1 2254 lbs WA 840 lbs WA 1059 lbs WA FIGURE.1: TABLE NOTES: o = 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEE SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2),LINEAR INTERPOLATION.BETWEEN MULL LENGTHS AND/OR OPENIN( 3)MULLION AND MULLION CLIPS SHOWN ARENOT TO SCALE.FOR EV • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTF FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAT FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOL • • ® • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENI • • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. TABLE16A Mullion Capacity Table Ibs1W Opening Width(for vertically-spanning mlilions)or Opening Height(for hoi 50 In 60 In 70 In 80 In 90 In 1 Rectangular TraplTdang. Rectangular Raplydeng. Rectangular TraplTdang. Rectangular Trap/Tdang. Rectangular TraplTdang. Rectangular 3.26"46 Loading Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading DEG.AL � � Z - � �_ �. 2: . .4 �. _ � � BAY MULL ca e _ a s 0 W W N W W N W W y co W N W W (� co W N W W N W W N W W W N W W a QA Q Q.m Q QL Q Q� d a, Q d� 'd' Q� Q Q..� Q Q� A.O Q oL W W G W W C W G W W G (p W G W W W W G W W G W G W W G W W C v c:va v vc t`� vv cv v v t1v cv vv v vv v_ v-o v t`�-a a 2 o '� °- 'b o • c 'Er u v i?t iT u '& v ' �a da 52 d �� V a W 'J4 W �� W W �� =.S4 � do do �G err �� � a �� �� �� �o �� �o' �� an 421671 170.0 -620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 Sig 170.0 1116 170.0 521 170.0 124 48 in 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 170.0 677 170.0 141 50.625 In 170.0 147 170.0 563 170.0 896 170.0 631 170.0 -1046 170,0 684 170,0 1195 170:0 723 170.0 1345 170.0 747 170.0 149 64 In 170.0 797 170,0 612 170:0 .956 170.0 <691 170. 1116 176.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 155.2 145 601n 170.0 865 176.0 701 170.0 1063 170.0 797 170.0 1240 170.01. 878 157.1 1309 170.0 944 139.7 1309 170,0 .996 125.74 130 631n 170.0 930 170.0 745- 170. 1116 170.0 850 162.9" 1247 170.0 940 142.5 1247 164:5 983 126.7 1247 152.6 965 114.0 124 ar 66 in 170.0 974 170.0 -,789 170.0 1169 170,0 803 148.4 1190 163.7 065, 129:9 1190 147.9 945 t15.4 5190. 7138.5 928 ,103.9 119 72 In 161.6 1010 169.8 877 134.7 1010 144.8 859 115.4 •1010 127.2 842" 101.0 1010 114.7 828 89.8 1010 105.6 817. 80.8 101 - 'J 76 In 137.41-906 143:6 792 114.5 906 122.0 775 98.1 906 107:1 761 85.9 906 98.2 749 76.3 806 88.2 738 88.7 901 78 In 127.1 861 132.5 754 105.9 861 112.5 738 90.8 881 98.6 725 79.4 861 88.5 713 70.6 861 81.0 703 63.6 86• 80 in 82.7 646 85.4 574 68.9 646 72.1 564 58.1 646 62.9 554 51.7 648 56.1 ]4546.0 648 50.9 537 41.4 641 96 in 68.2 568 70.1 508 56,8 588 59.1 499 48.7 SW 51.4 491 42.6 568 45.8 37.9 568 41.4 476 34.1 W 108 In 47.9 449 46.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 28.6 449 28.6 382 23.9 441 111:In .44.1 .425. 46A 385. '36.8 425 37.9 376 31.5 .425 32,8. 373 27.6 425 29.1 24.5 425. 26.2 362 22.1 421 t20In 34.9 364 355 331 29.1 384 20.8 326 24.9 '364 25,8 321 '21:8 364 22.8 317 19.4 364 20.5 313 17.5 36 144 In. 20.2, ...253 . .20.4., ,2331_ .16.8. - 253 .17.1.. 230 TABLE16B Anchor Capacity Table Ibs Substrate: 2,7k Concrete 3.5k Com Hollo59 C},1U Anchor Type; 3116"Edo Ult UI[rscon 174'Elco racon 5116'Elco 3/716'Etc UlUacon 114'Elco Macon 1/4'SS Anchor Clip Patterns ultracon AggreG Edge Distance(in): 1' 2-1/2' 1' 2-112' 3-118' 1" 2-UT 1 2-112' 2' Embedment(in): 1.3/4' 1-3/4' . 71-314' 1-314' 2' 1414' 14/4' 1-1/4' 1-1/4' i-t!4 2 Anchors @ F Min:O.C./(2)2x5 Angle Clips/(Fig.1):1 390 lbs 390 lbs 450 Ibs 890 lbs 1700lbs270 lbs 2801 bs 354 lbs 7401 bs '37411 4 Anchors @ 3.5'Min.O.C.!(2)2x5 Angle Clips I(Fig.2): 780 lbs 780 Ibs 790 lbs 1670 lbs 2525 lbs 5401bs 560 Ibs NIA 1120 lbs 748 It 6 Anchors c@ 2.71"Min.O.C.!(2)M Angle Clips I(Fig.3): 1120 lbs 1120 lbs 958 lbs. 2248 lbs 2254 lbs NIA 840 1h NIA. 1059 lbs NIA FIGURE 1: _ TABLE NOTES: • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEE SEE SHEETS,2-4 FOR GENERAL INSTALLATION METHODS. 2)_LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENIN( FIGURE 271 3)MULLION AND MULLION CLIPS-SHOWN ARE NOT TO SCALE.FOR EXJ • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTF FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAT FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOF • • • • YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENI • • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 1.000" f-- --j 1.000" --j 1.000" -" 1.000" f-- a371 5" 2.750" 2.750"a6ll .125"2.000" 2.000" r .375" " - 1'X 2"X.125'MULLION VX 2"X.375.MULLION V X 2.75''X.375'MULLION 1"X 275'X:650'MULLI, 6063-T6 ALUM. •606:546 ALUM. - 6063-T6 ALUM. 6063-T6 ALUM. X-SECTION X-SECTION X-SECTION X-SECTION [--.1 26' [--.125p. -►i (--.1: I STANDARD CLIP 8063-T6 ALUM. 2.000" X-SECTION I 2.125" 2 U-CLIP .000" I 6063-T6 ALUM. .125" X-SECTION .740" F-- 5.500 3.125" CUT HERETO .375" .37.5" `{ _CREATE F-CLIP,SEE MIN. • MIN. �,. ,DETAILFSHEET4. .338"MIN. I I I I A A I U=CLIP A j — -----� I ------- 6063-T6 ALUM. Ltl TOPVIEW STANDARD CLIP CE 6063-T6 ALUM. DP CENTER OFANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR AI, WITHINTHE DASHED BOUNDARY.SEE HOLE MUST LIE HC 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 = . TAB.LE B _ -:.._. DISTANCE.MAXIMUM ANCHOR HOLE MulVDImensionsheet DIAMETER:ANCHOR ( ) Emu 375" -MIN. DIAMETER+1/16". MIN. 1"X 2"X.126-(5) 6E 1" X2"X 375" (6) . �. 11 X.2.75"X.376- (7) 6E I I B. 1��X 2.75"X.650"(8) 6E I=------i D V X3.125"X .5(X!"(9) 66E I i 1.26'X3.188"X.266' (12) 66( -- I ---- 1.26"X2AV X.125"(18) 6S C OFFSET CLIP NOTES: 125" 6063-T6 ALUM. TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMEI .740"-i- �--I 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HC 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOC --� 1.000" r- --j 1.000" f-- .062"-1 1 .063" 3815" .062" .062" .438" 1 4.000" 125" STAT lolo 4.000" 4.000" 2 625" 2.000" 606 .125" X• .125" ..125" .031"� ,-- .125 L .155"T .375" :375" 1"k 4`X.125"-f VX 4'X.375" ._T 1'X 4"X:375" 5.500" MULLION MULLION 'T'-MULLION' CUT HERE 6063-T6 ALUM.., .6063-T6 ALUM. 063J6 ALUM. 3125" X-SECTION X-SECTION X-SECTION 'MIN" . `L_CREATE F- DETAIL F, 1:250" 1 I 1.250" 1.250" i f I I f I I 2.875" I - " I } 1 - 3.94" 1 1 I I 3.260" 50. .250" I I t 3.250" I I I I --1001. 100" 100" L---=--- 1 L- -- 624" 624" ST/ --1 •820" -}I .820" 1-- -�i:,820" I-- f CENTER OF ANCHOR HOLE MUST LIE 60 WITHIN THE DASHED BOUNDARY.SEE 1.25"X 3.25'X.100' 1.25_'X 3.25"k.624' 1.25'X 3.94'X.624" SHEETS 5-20 FOR THE ANCHOR O.C. MULLION MULLION.. MULLION DISTANCE.MAXIMUM ANCHOR HOLE 6005-T5 ALUM. 6005 TSALUM. 6005 T5 ALUM. DIAMETER:ANCHOR DIAMETER t 1116'. X-SECTION X-SECTION X-SECTION _ 3.469" 5.500 2.661" 125" 375" 125" 1877" IN. - - I i .125" .125" 45° .30* 2.250" H 3:250"45°BAY MULLION r 3.250" 30'BAY MULLION 6063-T6 ALUM. _--_- -_ 6063-T6 ALUM. I X-SECTION X-SECTION 125" I G 6 228"J �- .981•�I 22 �--.981"-1I 740" NOTES: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE E Mull Dimension PGT Part## " sheet#) Mullion Std. Clip I U-Clip jAngIeClIp I –•125 2"X4"X.26"(16) 66602666261M 666271 M 6665112M 2"X6"X.25"(17) 66604 666262M 666272M 6665113M I STANDARD CLIP 6063-T6 ALUM. 2.000" X-SECTION 2. NOTES: 1)HOLES TO,BE DRILLED IN THE FIELD FOLLOWING .125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" CUT HERETO 2.000" 3.500" CREATE F-CLIP, .375" I SEE DETAIL F. .375" MIN. r-3HEiET,4 MIN. -------- ------ ------ FT- _. I I I 4.000" I I I I .250"-. 2"X 4'X.25" 3.438 MULLION I I 6063-T6 ALUM. X-SECTION I j I I - STANDARD CLIP 250" - R OF ANCHOR HOLE MUST LIE: ... 6 ALUM._ WITHIN THE DASHED bOUNDARY.SEE.. , TOPVIEW` SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE /CE�DIAMETER:ANCHOR DIAMETER+1116'. SHE 5.500" DIS' CUT HERE TLI DIAI .375" CREATE F-CLIP, SEE.DETAIL F, .375" F'- MIN. SHEET MIN. 1 I I I - I I .2507 6.000" -i - —,- - - I- 4.688" I I I 5.438" I I I I 2'X6'X.25' I I I MULLION I I 6063-TG ALUM. I j X-SECTION 1 � I l I 1 L_ 250" STANDARD CLIP 6063-T6 ALUM. TOP VIEW EXAMPLE 1:SINGLE VERTICAL MULLION THE.BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDE: NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THI --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TA DESIGN PRESSURE OF+60.0%60.0 PSF.IF THE TABLE DOES NOT; SEE SEE FROM TABLE 3A,SHEET 7,THE V X 2.75"X.376'MULLION(LENGT FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCT'S SHEETS APPROVAL'--. PPROVAL 23 FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650-MULLION(LENGT 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE AN MULLION LENGTH / /� 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTIT' 4 is ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PROD SHEETS APPLY TO THE.OVERALL ASSEMBLY.FINAL DESIGN:PRESSURE R 2-3 -INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES 1NTHIS EXAMPLE,THE:DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. NO ANCHORS IN-WINDOW SILL: THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN W 32'x{I' 32• �-i F= MULL WIDTH 636 LBS (60 PSF)X t ) =524.9 LBS (MAY BE USED TO QUALIFY#11 OPENING WIDTH - 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND t DESIGN PRESSURE OF+50.01-55.0 PSF. FOR THE VERTICAL MULLION: 1).INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,TF THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.S EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/4: MULL wIOTH, - _ FROM TABLE 3A,SHEET 7,THE 1"X 2.76'X.376"MULLION(LENGT -`I I'- `AND WOULD NOT BE SUITABLE.FOR THISAPPLICATION. FROM TABLE 12A SHEET 16 THE 2"X 4"X ULLION LENGTI SE ' FOR THEO PENING AND MAY'BEUSED IN'T250 M HIS APPLICATION.NOT SEE DETAILS, 32• FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO PRODUCTS 2-3-\ - ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLIC APPROVAL THE 73"DIMENSION(35-1/2"+35-1/2"+2"=73"). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTI' VERTICAL I i CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIF MULLION ` -",--SEE USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS LENGTH SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY, DETAILS, DETAIL E, OPENING SHEETS 2-3 SHEET3 FOR THE HORIZONTAL MULLIONS: -HEIGHT - E3ECAUSE TH,EVERTlCAL MULL WILL,BE A2".X 4.X..250".MULL ION HORIz ''` MULLION TYPEfCOULD'BE CHOSEN. MULLION 72 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32" USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.2150"MULLION _ REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS.A SEE' DETAILS; 2)USE;TABLE 126 TO FIND'THE ANCHOR TYPE,ANCHOR QUANTI SHEETS WIDE.IF THE MULLION CLIP.WERE TO BE CENTERED WITHIN THE -GIVE .(4)3/16"ULTRACON ANCHORS AT'AN"EDGE DISTANCEOF1" ANCHOR CAPACITY.OF 521 LBS. 36%HORIZ. 3S`,•HORfZ. ----{fy 4}FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL P MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREj OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. FROM THEABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION: +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS U PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN I ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPE EXAMPLES OF RECTANGULAR LOADING: I I I i Z I 1 1 SHIDHSHIDH SHIDH SH/DH 1 I ' I .LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I l � 1 - I SGD } LOADING PW I I I F SHIDH; 7. SH/DNI SHIDH SHIDH I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 PW } I I LOADING OF(2}1 HINGED . IT I DOOR PW PW } 1 1 / 00 PW PW i LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j 1 1 I I 1 LOADIN MULLIO