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NOA; Series PGT Clipped Extruded Aluminium Tube Mullion
RECEIV50 -- File Copy JUN ® 3 2021 aid, () � f M IAM I-DADE Mai DADS COUNTY o ST. Lucie County, Permitting_]PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC 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) www.miamidade.¢ov/economy 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 (AHD. 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. ESCRIPTION:ESeries `T1-G--T-' Clipped Extruded Aluminruna Taxbe-1VTull o L:M17. 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 C dated 06/19/17, 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 Iabel 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. WSPECTION: 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# 16-0218.03 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 Jorge M. Plasencia, P.E. RIONZIlk NOA No. 17-0630.01 MIAMI-DADE COUN Ty Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBWrTED 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 I. 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 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 6111 Editions (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. Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6"1 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest; dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P,p6dZuet Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL, MISSILE IMPACT —RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS / A THRU 0; SHEETS 2-4 l VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL SEE DETAILS / \ A-D,G,H- 1 SHEETS 2-4 / I SEE DETAILS HORIZONTAL A-D,G,H; MULL SHEETS 24 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH OPENING MULL HEIGHT LENIGTH 0, 1E r---OPENING WIDTH-- j GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO A(\ FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUA EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD, OPTIC MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHEF 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE ARCHES TO BE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED T( INSCRIBED INSIDE r RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS c DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.LJ180, THE 11 IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALU 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYI INSTRUCTIONS. DETAtLS 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODU, FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. F SEE A THRU G; ANCHORAGE ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHOR SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. HEIGHT FOR HORIZONTAL SEE DETAIL £, SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. �—HORIZ. MULL LENGTH-- -j OPENING HEIGHT F ' __\ / FOR HCRIZMULL LL 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SI; 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCC BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTf REACTIONS, 8) REFERENCE: TEST REPORTS; FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOA'S S) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREN CODE, AND ARE APPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS. MULLIONS ARE PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED Th WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIi INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFTa) FOR THE OPENING U 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PROt 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OF 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT2) FROM TABLES 1ATHRI THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE A VERT. MULLION CAPACITY (LBS/FTZ) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESI MULL STEP 1). LENGTH 1 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT CO rR, ^ TL,M ..nhir%l nnn YDnniCGCDOFn Tel TWIZ RI IRCTRATF AY THE ANCHORS DETAIL B: DETAIL A: MULLION MULLION ATTACHED TO 1X MULLION TO 2X WOOD BUCK WOOD BUCK AND MASONRY OR WOOD FRAMING (STANDARD CLIP SHOWN) (OFFSET CLIP SHOWN) I I I MULLION 4' d G I I SEE SHEETS c ja I I 21-23 FOR HOLE 4 I EITHER THE a I I LOCATIONS 4 n STANDARD OR 4 EDGE © OFFSET MULL ° CLIP MAY BE INSTALLED BY a, I I ' - \ I I I DISTANCE FOR D a ° 4 °a THIS METHOD, SCREWS . a 250" MAX FOR ' 4-. ALL MULLIONS ° 4 - 4 ' a EXTERIOR ° . d EDGE Q ' 'd a. DISTANCE a ° 4 4 :, FOR MASONRY THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR 4 4 EXTERIOR ° WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-16B PER SUBSTRATE, EpOE/END SEE TABLES 15-1$3 DISTANCE SEE TABLES eUCKSTRIP i 8-139 AND p .• ATTACHMENT ; BY OTHERS, r i SEE NOTE 1, SHEET 1. SIDE VIEW FRONT VIEW HnBEDMENT MIN. INSTALLATION NOTES; nXnrCMIAI cum i eC c=vnnin Intel i r1RFACIMh f1R STI IrnO DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) i I 1 1 TYP. ANCHOR EITHER THE I I PER SUBSTRATE, STANDARD OR SEE TABLES 1 B-13B OFFSET MULL I I CLIP MAY BE 1 I I EDGE DISTANCE INSTALLED BY I1I f FOR MASONRY THIS METHOD 1 I ° ANCHORS I I EXTERIOR ° ° 4 THE OFFSET CLIP IS EDGE DISTANCE ° a RECOMMENDED FOR FOR MASONRY - a ,r„ FIN+RAMED ANCHORS WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES, TYP. ANCHOR 4 PER SUBSTRATE, SEE TABLES 1 B-13B TYP. ANCHOR PER SUBSTRATE, BUCKSTRIP SEE TABLES 1 B-138 AND ATTACHMENT BY OTHERS, a•� FlgT ` : A ' d ' ° a a SEE NOTE I, SHEET 1. d d EDGE i i DISTANCE r •. —rSEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18-13B 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 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 OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. Al IA/1V1f1 Rl II:IfR ARP OPTIONAL. SEE DETAIL C. THIS SHEET. -- f .125" MIN. C c 1 VARIES Ll c TOP VIEW VARIES—{ I 3ECTU FRONT VIEW DE MULLION STE (STANDAR TYP, ANCHO PER SUBSTR SEE TABLES DETAIL F: DETAI L 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, STANDARD MULLION CLIP ,MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR O SIDE VIEW SHOWN WITH 1"X 4" X ,125" MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B STANDARD CLIP TO BE MODIFIED IN -FIELD. INTO WOOD, STEEL, TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1 B-14B 2" X 5" X .125' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. no, EDGE DISTANCE PER a ANCHOR I HCSLC "I H MUllion Ca ci Table Opening Width (forvertically-spanrling mullions) or Opening Het ght(forhod=rta"panning rnullic)nss) 5o in 6o in 70 In ao in 90 In 100 In 120 in Trap/Tdang. Rectangular Trap/Tdong, Rectangular Trap,Tdano. Loading iar Loading TFaptliiang. Loading Rectangular Loading Traprnlang. Loading Rectangular Loading TrapfWang. Loading Reetangl. Loading Reotanguiar TiaplTdang. Rectangular 1 X 2 sT Loading Loading loading Loading LoadingRectangi Loading Loading Loading -125 Alum. Tube " CL CL �tI •o v g� �Mullion C� E s' u �r �a g q �' �s t q ��C c•=i w u m v S c° e a m 4 115.6 325 70.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.8 4 42 in 111.9 408 129.5 332 93.2 408 481n 74,9 312 83,8 258 62.4 312 73.4 262 53.5 312 BT,O 248 46 8 312 632 246 47.8 3t2 61.3 244 37.6 312 61.0 244 3i 2 312 61.0 244 ?�.8 50.625 In B3.9 281 7Q6 234 53.2 281 61.5 228 45 6 28i 55.7 224 39.9 281 52.1 222 35.5 281 60.1 220 31.9 281 49.3 210 26A 281 49.3 219 22.8 s 541n 52.6 247 57.5 207 43.9 247 49,8 202 37.8 247 44.8 199 32,9 247 41.6 1S6 29.2 247 39.4 194• 25.3 247 38.4 193 21.9 247 38.1 193 18.8 cr721n 38,4 200 41.2 170 320 240 35.4 t68 27.4 200 31,6 163 24.0 240 28,8 160 21.3 200 27,1 159 19.2 290 25.9 157 1fiA 200 25.0 158 J 33.1 181 35,3 155 27.8 t8i 30.3 152 23.7 181 28.9 148 20.7 lei 24,5 146 18.4 181 181 21.7 143 Z28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18,0 165 21.0 134 22.2 139 23.3 120 10.5 139 19.9 - 118 15.9 139- 17.5 116 122-1811W4416.8 18.9 125 19.7 109 15.7 126 16.8 107• 76in 17.5 118 1&2 104 TABLE 1B I--^ _-.. Suhstrate: AncharTypa: Anchor Clip Fattems Edge Qfstence (in): f111{iliVl 27k Concrete 3/78 Soo Ulhacon 114" Elco iltiracon VQ 3.5k Cant. 8/16' torso ern ov� .rw Hollow CMU 1/4° SS Eloo 5/W Eico 311V Elco Ultraoon 1W Fleo Ultracon AggreGetor Ultraoon Filled CMU 1/4 SS Etoa AggreGatar PT Wood #10 Sleet #12 Steel 9orew (G5) Sorew (G5) , #1 Sol i" 21/2" 1" 2-112" 34/1Y' 1°I 9" 2-1/2" 2° 3-1/8" 2" 0.48° 0.54° t Embedment Inn 1�I4" i-3/ 1. 1-3W 1-314" 2 1-1l1-114° 1-fJ4" i-1/4" 1-1/4" 2" 1 3/8" 1 318" 2 Anoham Ib 4.75" Min. O.G. I Standard or Offset Clip (Fig. 1): 3901bs 5901bs 450 Ibs 8901bs 1644 @sF1351ba 354 fbs 740 The 37A Ibs 664 Ibs Mau $41 Ibs 442 Fos 5 4 Anchors ® 1.1s, Min- O.C. I Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs NIA N/A NIA N/A N/A NIA N/A N!A 682 Iba 682 Ibs 8851hs 885 Ibs 1 t 4 Anchors @ 3" Min. O,C.1(2) 2x5 Angle Clips I (Fg. 3): 780 Ibs 730 tbs 680 Ibs 1660 ft 1896 Ors NIA 760 Ibs 74814s 880 Ibs1892the 7 2 Anchors @ OAT Min. O.C. I U-fip, Into.125"Alum. (Fig, 4): NIA NIA NIA WA NIANIA N!A NIA NIA NIA NIA NIA 2211bs 2 1 Anahor/ F-Mip (Flo. 5): 195 fhs 195lbs 225Ibs 445 Ibs 822Ibs 140 Iba 177 Ibs 370 Ibs 187 Ibs 3321bs 4731bs 170 lhs 2 Anchors G� 1.15" Min. O.CJ F-Clip (Fig. 8), 240 Ibs ' 350 M NIA NIA WA190 Ibs NIA I NIA NIA NIA NIA 341 Ibs 442 Ibs r NOTE: FOR THE OFFSET CLIP, USE: THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: a FIGURE 2: 0 e FIGURE 3: a A a 96 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATi( SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWA 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON r z Z _-I O z 110 z C r— m z Q 9 T CO Z v 0 O z C� C n S tP r O D W O O O N Nm m m O Q N � � TO Q �Z QQ m� z� mno r 20 z �CO DO Z C 1 �_ Z Z �a am:xm dD N F- N z m N V< O z Q X O Mu➢ Length IF,e —x � � s tv r tcn�; 7 3 7 7 9• 3 3 7to 3 F C -4 �! (Mullion Capacity Qbl=) u1 W m• O m 0o W A `[ m O N 4¢a _ 1 y V ,p N ¢ms d O h fA pp �pp��7 AmhoT Capacity p�,,,� p .{+• Omo A V O Required \bs) fT O Am w Mallimr Capacity -1 6 o m o m m A in w o o QbWfl2) 4 w .1 A J a W Anchor Capacity W i3 V 0 CD d/ Ol a6 m Required Qbs) fn o m s Mullion Capacity r A m m o o <D fU A ;A W Qt�s^/jt2) ON SL r N mA N A ooi m Anchor Capaolty rg_ °1 n� a� tiegulfed Qbs) n � m i N fo o m j + Mullion Capacity a L.•..� N N d iJ <7� tD {D N C7 Qbs/ii2) O a. "° m $ s A o A m Anchor Capacity Required Qbs) w w ° a m Mullion Capacity N m V A a m D i u, y (bs/ft2) m m A }� Zb o Anchorcapacity m Rewl ed PS) V O •O N Ga N A v4-4 c o y Mullion Capacity -[ C m O m N V m V O Qb5/fMAnchor 3 m� A 7 o w $ 8 ,dQ N $0 w w w -� m Mullion Capacity N r� CL '+S N m N o7 m A m 6 Qba/112) <1 5� �r N ? Anchor Capacity_ A O Raqulred Qhs) C LLL m w w 0§� P AAMM�ultlon Capacity M $ � fO O �$ _ m Zt w w '0 w " m m Anchor Capacity -4 a m Retplred Qbs) A o w N ;a P A P Multltm Capacity r� a w N o ONN od m m w rn m. m QbsH14 m ,• G es -t r ccr�(is)Capacity Rltgr u ' m s $ g Mullion Capacity -i -i m •rn m b w ar Qbs/f12} LH m m ; to ee in n3 US N w u. �+ �i Anchor Capacity 0, A � Requbed Qna) A fn, m c� m p Mulllcrs Capacity r m OD Qbs/fl2) � ~ oo Anchor Capacity t5 Required Qhs) a D � 9D . w� Q to Mullion Capacity r a co A r m N o w c o N N N w w `8i tm Anchor Capacity 2 v Required Qbs) a, 4 Mulltan Capacity (X(UU Co m O m A O o J V Qbs/ill) g &� W - m o $ AnchoracitY n`� equ11 ) 1� D m in w $ ctOo Mullion Capacity A7 V CO O On en W O C W QI>9tft2) o p Anchor Capacity N o O o w w m m -r Required Qbs) p P N eve Mullion Capacity :0 w' Anchor Capacity t /iDLC 0M . Mullion Capack Table (ib le) Opening Width (far vertically -spanning mullions) or Opening Height (for harizonta►I)Nspanning mullions) 50 in 50 In 70 in 80 in 901n 100 in 120 in 1 X 2.75 X Trap/Tiiang. loading Rectangular Wading Tr*Tdang. Loafing Rectangular Loading TtepNrieng, Loading Rectangular Loading Tralandang. Loading Rectangtar Loading rraplTrLang. Loading Rectangular Loading Trap/SHang, Loading Ractangu L.oacirK Regular Wading Trapadang. Loafing Rectangular Loading 375 Alum. Tube Mullion w $' �+ m m° o _ o o 2 a u c _ m ii ;; + o uLpl u _ o °cL G a i3 c aa ci _ a U r, r P7' e" c`i' ` g cis i� v_ 9 n c ti $ c� 6 _ m��' vd r 9 0 `� c 55 �� i; Q r- _ 820 170.0 435 170,0 744 170.0 478 170.0 868 170.0 5W 170.0 992 170.0 5i9 170.0 1116 170.0 621 170,0 1240 170.0 621 148.7 1301 170.0 521 127.5 1: 42 in 170.0 48 in 170.0 748 17D.0 524 170.0 $50 170.0 584 170.0 992 i70 0 630 170.0 1133 170.0 601 151.8 1139 170.0 6777 136.6 1139 170.D B80 113.9 11M 170.0 680 97.6 1' 50,625 in 170.0 747 170.0 563 170A 898 170.0 631 167,8 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 .766 97.9 1032 170.0 768 63.9 11 54in 170.0 797 170.0 612 161.3 907 i70.0 69i 1382 907 164.7 730 i20.9 907 152.E 72o 107.5 907 145.0 714 $6.8 $07 141.1 710 90.6 907 140.0 709 69.1 9 60 in 141.1 735 151.5 625 117.6 735 i30.3 Bit .100.8 735 116.0 599 88 2 735 106.2 590 78.4 735 99.5 683 70.5 738 96.1 578 58.8 735 91.8 574 50.4 7 63 in 121.9 666 130.0 570 101.6 666 111.5 657 87.0 666 98.9 s47 76.2 666 90.1 538 $7.7 666 83,9 031 60.9 . 666 79.8 ' S26 50.8 866 75.a 821 43.5 6 66 in 106.0 607 112.4 522 88.3 607 06.1 511 751 607 85.0 501 68.2 607 77.1 493 58.9 007 71.5 4W 53,0 607 67.6 481 44.2 607 63.4 476 37.9 5 C J 72 in 61.6 510 85.8 443 68,0 510 73.0 434 58.3 510 84.3 426 51.0 510 57.8 419 46.4 510 53.3 413 40.8 510 t30.0 408 34.0 810 45.8 402 76 in 69.4 456 72.5 400 57.8 468 61.7 392 49.6 458 64.1 385 43.4 458 48.6 378 38.6 4B8 44.8 373 34.7 p58 41.6 388 289 458 37.7 $62 24.8 4 78In 64.2 435 67.0 301 53.5 435 56.8 373 46.9 435 49.8 3W 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 35t 28.8 435 34.4 344 22.B A BD In 4i.8 327 43,1 290 34.8 327 364 285 29.9 327 31-8 280 26.1 327 283 275 212 327 25.7 271 20.9 327 23.7 288 17A 327 21.0 262 14.9 2 961n 34.4 287 35.4 267 26.7 287 29.9 262 24.6 287 20.0 248 21.5 287 23.1 244 19.1 287 20.8 240 17.2 287 19.3 237 14.4 287 18.9 232 108 in 2d 2 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.1 227 16.0 195 AIIIn 120 in 22.3 I ITS 215 I 22.7 17.9 194 167 18.6 215 19.1 191 16.9 215 16.6 188 TABLE 3B AncnorUa Ity Iante cos Substrate: 2.7k Concrete 3.5% Cone. Hallow emu Filled CMU PT Wood Anchor Type: 3/t6" Elco Uliracan 114^ Elca LOtraoon 5/18" Elco 3/16" Eloo Ultraoon IW Elcc Ultracon 114" 88 ©co AggreGator 5116" Eico Ultracon 114" SS Eico AggreGator #to Steel Screw (cam #12 Steel Screw (G5) #1 So Anchor Cilp Patterns Edge Distance (in): Uliracon 1" 2.112" 1" 2-112" 3.118" 1" 2112" i " 2412" 2" 3-118" 2" 0.48" 0.5w, Embedment (in): 1-314" 1-314" 1-3i4" 1314" 2" 1-114" 1414" 1-114" 1-11V 1.1w 1-114" 2" 1,3i8" 1318 2 Anahors @ 4.75" Min. O.C.1 Standard or &-set Clip (Fig.1). 390 lbs 390 lbs 4SoIbs 8901be 270 ibs 280lbs 354 Ibs 740 )be 374 lbs 6641bs 946lbs 341 Ibs 1 442 The t i844 ibs 4 Anchors @ 1.15" Min. O.C. I Standard (orOtlset) COP (Fig. 2): 480 Ibs 7001135 NIA NIA NIA NIA 380 We WA NIA NIA WA NIA 682 Ibs 85 lbs 1 4 Anahors Q 3" Min. Q.C. ! (2) 2x5 Angle Clips / (Fli; 3): 790 lbs 780 lbs 680Is 1500 [be 1898 lbs 540 lbs 5601bs NIA 760 [be 748 Ibs am lbs 1892 lbs 682 lbs 885 lbs 1 2 Anohcis LID 0.45" Min. O.C. / U-CIIp, into .125" Alun1. (Fig. 4): NIA NIA NIA NIA NIA WA WA NIA NIA WA NIA WA NIA NIA , 1 Anchor / F•Clip (Fig. 5): 195 N 195 lbs 225 lbs 446lbs 822 lbs 135 lbs 140 lbs 177 lbs 370.Iba 187 lbs 332 lbs 473 bs 170 lbs 221 IN S 2Anohots aQ 1.15" Min. O.W F-Clip (Fig. 6): 240 ibs 1 350 lbs N/A WA WA NIA j 190lba N/A N/A NIA NIA NiA 341 lba 4421bs 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 SHEE FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMA SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Hr3LC +iH , Mullion Capacity Table bsJR) Opening Width (for vertically -Spahr ro mullians) orapening Height (for hodzotltWl -spanning mtMOM) 50 in 60 in 70 in 80 in 90 in 100 in 1201n 1 x 2.76 x TrapTidang. Loading Rectangular Loading TraplTdang, Loading Rectangular Loading Trap/Tdang, Loading RectangWar Loading Trap/Tdang, Loading Rectangular Loaam Tiap/Tifang. Loading Rectangular Loading TraplTdang. Loading Rectatqu Loadinc Rectangular Loading TraplTdang. Loading Rectangular Loading .660 Alum. Tub® mullion `u U c� .. �a U o ii ~2v n .-. �G Uo '° m U e n .. a� mG Vv o , m U c c Up `o,1aa 3 a� m U oN G Uv >3 a u _ CaCr o� A c� me Ua °` n U o o .� a$ mG U'e c a 0 U_ n .- Uo ° ra m U ?� .. m Uzi ° o U_ 3 .. �°� me U'a rK z., U 2G u r. t0 9 o m $�Y is �- �� n �� °� n c w n G 920 170.0 435 '170.0 7" 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170,0 1118 170,0 521 170.0 1?AO 170.D 521 1700 1488 770.0 521 158.7 1E 421n 170.0 48 in 170.0 708 170.0 524 170,0 65o 170.0 564 170.0 992 170,0 630 170.0 1133 170.0 661 17o,o 1275 170.0 677 170.0 1417 170.0 680 141.7 14f7 170.0 68D 12i.5 1+ 50.525In 170.0 747 170.0 563 170,D 898 170.0 631 170.0 1046 170,0 684 170.0 1195 170.0 723 1626 1286 170,0 747 146.3 1286 170.0 756 121,9 1286 170.0 758 144.5 1: 54 in 170.0 797 170,0 612 170.9 958 170.0 691 170,0 1116 17a.0 754 150.7 1130 170.0 003 133.9 1130 170.0 837 120.8 1130 170,0 856 100,5 1130 170.0 661 68,1 1' so In 170.0 085 170.0 701 14$.5 916 162.3 761 125.5 915 144.5 746 109.9 915 1223 735 97.6 916 123.9 728 87.0 016 118.5 720 73.2 915 114.4 715 52.8 9 63 in 151,8 830 161.0 710 126.5 030 138.9 694 108.5 NO 123.2 681 04.0 030 1122 870 84.4 e30 104.6 662 75.9 830 99.4 656 63.3 830 94.5 049 54.2 8 68 in 1321 757 1A0.0 650 110,0 757 119.8 636' 94.3 757 105.9 624 825 757 96.1 614 73A 757 89.1 606 66,0 757 84.2 600 55.0 757 79.0 693 47.2 7 C 72 in 101.7 636 108.8 552 04.8 8W 91.0 540 72.7 636 60.1 530 63.6 636 72.2 521 65,5 636 66.5 514 SD.9 836 62 3 508 42.4 636 57 2 500 36.3 19 761n 88.5 671 90,4 498 72.1 571 78.8 488 8f. 71 67.4 479 54.1 571 64.6 471 48.0 571 55.5 464 43.2 571 51.8 459 36.0 571 47.0 451 3018 5 ra VIM 80,0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 458 50.4 $42 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28,6 5 901n 521 407 53,7 381 A34 407 45.4 355F21.5 A07 39,6 349 32.5 4D7 35.3 343 20.9 407 321 333 26.0 407 29.6 334 21,7 407 26.1 327 16.6 A 96 in 42.8 358 44.1 320 35.8 358 37.2 314 358 32.4 309 20.8 358 28.8 304 23.8 358 26.1 300 21.6 358 24.0 296 VA 358 21.0 289 15.3 3 108 in 30.1 283 30.8 255 25,1 283 25.9 251 263 22.5 247 18.8 283 19.8 244 18.7 283 18,0 240 16.1 283 10.5 237Ill In 27.8 267 28.3 242 23.1 267 23.8 238 267 20.6 235 17.3287 18.3 231 15.4 267 f6.5 228 1201n 22.0 229 22.3 209 18.3 229 18.8 205 229 16.2 202 TABLE 4B 2.7k Concrete AncnorG acmy 3,5k Cana. 1apre jiusp. hollow CMU Riled CMU PT Wood ^ 5118 Elco 114" SS Eloo 6116" Elco 114" SS Elco 910 Steel #12 Steel #7 3116" Elco Uitracon 1/4" Eloo Ultracon ultraoan 3/16" Efoo Ultracon 114" Elco Ultracm AggreGator ultraoon AggreGator Screw (05) Screw (a5) Sc Anchor C Rp Patterns MUstanre 1"2" 1" 2-1/2° 3-118" 112° 1° 2-1/2°2" 3118" 2° 0.48" 0.54"1-314" 1-3/4" 1-3/4" 1-3/4" 2° �Ibs=l 114° t-t!4 1-114" t-114 1-1/4" 2° 1-3l81.3/8" nchors 4.75"Mtn O.C. /Standard ar Ofiset Clip (Fig.1): 390 ibs 390 s 450 Ibs 890Ibs 1644 @s 27bs 354 Ibs 740 Ibs 314lbs 664 The 946Ibs 341 Ibs 4421bs 4 Anchors @ 1.15" Min. O.C. I Standard OrOHset) Clip (Fig. 2r 480 Ibs 700 Ibs NIA I NIA WA N/A 380 lbs WA WA WA NIA WA 652lbs 6851b t 4 Anchors @ 3" Min. O,C.1(2) 2x5Angle Clips ! (Fig. 3r 780 Ibs 780 lbs 6801ba 1560 lbs 1896 Ibs 540 Ibs 660 Ibs WA 760 Ibs 748 lbs 0801bs 1892lbs 682 Ibs 885 bs f 2 Anchors @ 0.45" Min. O.C. / U-Clip, Inio .125" Alum. (Fig- 4r N1A NIA N/A NIA WA N/A NIA WA NIA NIA NIA N/A NIA 7 1 Anchor 1 F-Clip (Flg. 5): 195lbs 195Ibs 225 lbs 445 Ibs = Ibs 135 Ibs 140 Ibs 1771bs 370 Ibs 187 The 332 Ibs 473lbs 170 Ibs 221 lbs e 2 Anchors @ 1,15° Min. O.Cl F Clip (F1g. 6): 240 Ibs 3501 NIA N/A WA WA 190 Ibs NIA N/A WA WA WA 341 Iba 442 Ibs 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 SF FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® ® 1) SEE SHEET 1 -FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIOP ® e SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r rr�Lc .ir Mullion Capac'Ity Table bsff? Opening Width (ibr vertically -spanning muMons) or Opening Height (ibr Inrizonta6y-spenriing millions) 50 In 60 in 70 in 80 in 90 in 100 in 120 in 1" X 3.125" X Rectangular Loading TraplTdang. Loading Rectangular Load'mg Trapt'Wang, Loading Rectangular Loading Trapliliam, Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTdang, Loading Rectangular Loading TraplTriang. Loading Rectangular Loading TnapiTriang. Loading Redangu Loadni; .600" Alum t Tube Moll �nq _ _ pp�� .0 a V�p t0 [�p� .. ®G .0 (] 7 V ,, c 10G iY b o (�pp s G� .(�. ag Nam+ 'PAP CT C7 a R a C V 10y a 10 o L 7 a m C IC a .. p� 1� M"N 0, .O O U C i�V O C ? dr` a V .. lC C U '� .0 :1, U' C (may O - � ,• '9a mT. L 7 9 V l0 =(~� `r.S � L1 n m V LLO�'V4 " & C & C' 2, �p mG O t p N D E ��py yp NG .@ Na O E6 O - 7 p C. ep G 42 in 17o.o 62o 170.0 435 170.0 744 170.o 478 170.0 868 170.0 546 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 17o.a $2i 170.0 t488 170,0 521 170,0 1' 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170,0 982 170.0 630 170.0 1133 170.0 661 170.0 1275 170,0 67T 170.0 1417 170.0 680 157,7 1577 170.0 680 135.1 1i MA In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 6@4 170.0 1195 170.0 723 170.0 1345 170,0 747 170.0 1494 170.0 756 141.7 1495 170A 756 121,5 1 54 in 170-0 797 170.0 612 170.0 956 170.0 891 170.0 1116 170.0 764 170 0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 861 1118.8 1 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1156 187.0 028 123.3 1156 156.6 017 111.0 11156 149,7 910 92.6 1156 144.5 903 70.3 1- 63 in 170.0 930 170.0 745 159.8 1049 170.0 550 137.0 1049 155.5 No 119.8 1049 141.7 646 106.5 1049 132.0 836 95.9 1049 125.6 828 78.9 1049 119.3 820 63.5 11 of 86 9n i86.8 955 170,0 789 139.0 -9FS 151.3 804 t19.1 955 133.7 788 104.2 955 121.4 775 92A 955 112.E 765 83A 955 100.4 757 69.5 955 89,8 749 9,8 9 � 72 In 128.6 803 13a.9 697 147.0 1303 114.9 682 91.8 803 10t.1 870 80.3 803 913 859 71.4 803 83.9 649 94.2 803 78.6 642 53.5 803 72.2 632 45.9 8 76in 109.2 721 114.1 629 91.0 721 97V 616 78.0 721 85,1 605 88.3 721 76.5 595 60.7 721 70.1 S88 54.6 721 654 579 4$.$ 721 59.4 589 39.0 7 78 in 101.0 584 100.4 509 04.2 684 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 6% 54.1 541 38,1 6 go in 65.8 514 67.9 456 54.8 514 57.3 448 47.0 514 50,0 440 41.1 514 44.8 433 1 36.5 5514 40.5 427 32.9 614 37.3 42.1 27.4 614 33.0 412 23.5 5 06in 54.2 452 $6.7 404 45.2 452 47.0 395 38.7 452 40.9 39a 33.9 452 36,4 384 30.1 452 32.9L268 27A 462 30.3 373 228 452 26.6 385 19A 4 1081n 38.1 357 36.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.0 357 25.2 308 21.1 357 22.7 19.0 357 20.8 299 357 18.0 293 1316 11 111 in 35.1 338 35,8 306 28.2 338 30.1 301 25.0 336 26,1 296 21.9 338 23.1 292 19.5 336 20.8 17.5 336 19.0 284 KS 338 5 ]12.8 278 125 2 1201n 27.7 289 28 2 283 23.1 289 23.7 259 19.8 289 20.5 256 17.3 269 18.1 252 15.4 289 1B.3 13.9 289 14.9 246 289 240 9.8 TABLE 5B Anencrua tacletias Substrate: 27kContrete 3.3kCanc. Hollow CMU Filled emu FTYI►OOd 5116" Elcb 1/4" sS Elco 5M6' 0co I/4' SS Elco # V Step 0�12 WO 01 Anchor Type: 3116 EIcoUK=On 1/4 ElcoUihacan Uftcon 3M6*ElcoUttracon 114'EicoUllracon Agg.�r Ultracen AggMGator Screw((35) Sctesa(Gb} 8ci AnaharClipF'att�ms Edge Distance(ln). 1" 2-1110 1" 21121 3418" 1" 2112" 1" 2-v2' 2" 3d/6" 2' 0.48" 0.54" r ErObedtnent n 1314", t3/4' 13/4' 1 3t4" 2" 1-114" 1-i/4" 1-114" 1-t/4" 1-114" 1-114" 2" 1-318" 1-8I8" 2 Anchors @ 4.75' Min. O.G_ I Standartl or OtTset Cop (Fig. 1� 390 Ibs 390 Ins 450 lbs 690 Ibs 1644 Ms 270 lbs 2P.ir IFZ 354 ibs 7401bs 374 lbs 664lbs 946Ibs 341 lbs 4421b 4 Anchors @ 1,15" Min. O.C.1 Standard (tv Onset) Clip (Fig. 2) 480 Ms 700 Its N/A NIA ¢!/A N/A 3601hs N/A WA NIA NIA WA m21be ew The 1 4Amhors @ 3" MIn. O.C.I (2) ZZAngle Clips I flg. 3y 780 Ibs 780 Ms 6841bs INC lbs 1896lbs 5401bs 560 Ibe N/A 760lbs 748lbs 880Its 1692lbs 662lbs am Ills 1 3 AMhors @ 0.45" hrlln. 0,0.1 U-Clip, Inlo .125" Alum (Fig. 4y NIA NIA N/A NIA NIA WA WA N/A NIA N/A NIA NIA NIA NIA I. 19 1 Anchor/ F.Clip (Fig. 5x 195 lbs 195Ibs 225 fbs 445 Iba 822lbs W Ibs 1 140 lbs 177 Ibs 370Ito 187 Ns W2 Its 473 Its 17OMs 221 lbs 2 Anchors @ 1.16" MIn, O.CJ F4;fip (Fig. 6k 24(Y lbs SW lbs N/A NIA NIA I NIA I 180 Ibs NIA WA NIA. N/A NIA 3.1 lbs 442 lbs IM 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. TABLE SA Mullion Capacky Table (lbsfiC`) Opening Width (for vertically -spanning miAlon8) or Opening Height (for horizontally -spanning m illims) 50 in 50 In 70 in 80 In 90 in 100 in 120 In 1 x 4 x .125 Rectangular Loading Traplfnang.[Re,tangular Leadingoading Trap/Tr(ang. Loading Rectangular Loading TrapiVang. Loading Rectangular Loading 7iap/Tdang. Loading Rectangidar Loading Trapfiiiang. Loading Reetahgtdar Loading Trap/Tdang, Loading Rectangular Loading Tr�/Triang. Loading Rectangu LoadnE A]be MillonM c3 U Ti .. a � n p 'cS .. a "p da�¢`�ritea`a _ 2' Ti �, c rUp�V .0 V � U 1ac O� �aq U a U'q 7 to Ci t �' O a CS ° U tQ� C7 (_� i°i a U'pGp� 1d U(��.7`GUic� f0 + �' Q o u p C n G q�ai 'L. G tpa yA� .L �� U s f� N C7 't7 U O U � a V 42 in 170.0 820 170.0 4$5 170.0 744 170.0 478 170.0 868 170.0 WS 170.0 992 170,0 619 170.0 1116 170.0. 521 170.0 1240 170.0 621 170,0 1488 170.0 521 145.8 1' 40In 170.0 708 170.0 524 170.0 850 170,0 654 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 1W.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1= 50.625In 170.0 747 170.0 663 170.0 60 170.0 631 170,0 1040 170.0 684 170.0 1195 170.0 723 156.1 1236 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 766 100.4 15 64 in 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1116 170.0 754 154.4 1156 17o,0 803 1372 1158 170.0 837 123.6 1156 170.0 S56 1029 1158 170.0 $61 86.2 11 e0 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 1112 1042 MS 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 it 831n i70,0 930 170,0 745 151.2 992 163.6 Sle 129.E 992 144.4 799 113.4 992 131.0 762 100.8 902 121.4 766 90.7 982 114.8 768 75.8 992 t08.4 745 64.8 9 66In 195.4 947 170.0 789 137,8 847 146,0 786 118.1 947 130.3 768 103.4 947 117.7 752 31.9 947 108.7 738 82.7 947 1t(22 727 68A 947 95.1 713 59.1 9 721, i35.9 849 142.7 737 113.2 849 121.6 722 97.0 849 108.9 108 $4.9 849 $6.4 696 76.6 849 88.7 686 67,9 649 . 82.7 676 56.8 849, 75.3 659 48.5 8 _ 76In 115.5 762 120.7 665 96.3 762 102-6 652 82.5 762 $0.0 640 72.2 762 80.9 620 64.2 762 74.2 620 57.5 762 69.2 613 4&1 762 62.8 602 41.3 7 2 781n 106.9 724 111.4 634 88.0 724 94.6 621 76.3 724 82.9 600 66.8 724 74.4 699 69.4 724 68.1 591 53.4 724 63.4 583 44.5 724 1 67.3 573 38Z 7 so in me 543 71.6 463 58.0 543 60.7 474 49.7 543 62.9 466 43.5 60 47.1 488 38,6 643 42.8 452 34.8 543 394 446 29.0 643 34.9 436 24.6 5 go In $7.3 476 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 28.1 388 1 20.5 4 108 in 40.3 377 41A 341 33.5 1 377 34,6 335 26.0 377 30.0 330 25.2 377 26.6 325 22,4 1 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 1 14.4 3 111 in 37.1 357 37.8 323 30,9 357 31.8 318 26.5 357 27.6 313 1 23.2 367 24.4 303 20.6 357 22.0 305 16.5 357 20.1 301 15.4 357 17.4 294 1201n 29.3 SW 29.8 279 24.5 3W 281 274 21.0 306 21.7 270 1 18.3 1 306 192 267 163 306 17.3 263 144 in 17.0 212 17.2 196 TABLE 6B - AnchorCaPa Tame MS Anchor Clip Pattern9 Substrate 2.7k Concrete 3.5k Cono. Hallow CMU Filled CMU PT Wood I Anchor Type 3116" Elco Ullracan i)4 E1co Ultracon 5/16, Etco Uittacon 3/18" Elco Uttracon 1/4" Elao Ulhacon 114" SS Elco Aggn=Gator 5/18" Eleo Ultracon 114" SS Elco AggreGator 010 Steel Screw (G5) 012 Steel 8craw (L35} 01 9c1 Edge Distance Cmj. 1" 2-112" 1" 2-112' 3-116" 1" 2-112" 1- 2-1/2" 2" 3-116, r 0AW 0.54" I Embedment pny 1-3/4" 1.3/4" 1-3/4" 1-34, 2- 1-i/4" 1-114" 1-114" 1-114" 1-1/4" 1-19, 2" 1318" 1318" 2 Anchors @ 4.75" Min, O.C. / Standard or Offset Gip (Fig. 1&2): 390 Ibs 39016s 450 tins 890 Ibs 1644lbs 270 lbs 280 Ibs 354 lbs 740 Ibs 374 Ibs WA Ibs 946 Ibs 341 Ibs 442lbs 5 4 Anchors @ 2.25' Min. D.C. / Standard (or Offset) Clip (Fig. 3y 700 Ibs 700lbs 580 IN 1410 Ibs 952 Ibs N/A 560148 N/A 630 The N/A 880 IN WA 682 lbs 385 Ibs 1' e Anchors @ 1.1T M(n, O,C. / Standard (or Offset) Clip (Fig, 4y S60 Ibs 1400 lbs WA WA N/A NIA 760lbs WA WA NiA NiA WA 1363lbs 1770 Ibs 2: 4Anchors @ V Min. O.C.1(2) 2x5 Angle Cf(ps / (Fig. 5j: 780lbs 780 Ibs 8801bs 1580 M 18961bs 540 Ibs 560lbs NIA 760lbs 748lbs 080lbs 1892lbs 662 Ibs 885 Ibs 1' 6 Anchors @ 3" Min. O.C. / (2) 20 Angle Clips i ft. (1): 11701bs 1170 lbs .1020 Ibs 2340lbs 2844 Ibs 810 Ibs 840 lbs NiA 1140 Its 1122 Ibs 1320 Ibs 2838 lbs 1022 Ibs 13V Ibs U d Anchors @ 0AV Mln. O.C. I U-Ci(p, into ,128" Alum. (Fig. 7): NiA WA WA N/A N/A NIA NIA NIA NIA NIA N/A IVA N/A N/A i, 2 Anchors @ 225" Min. D.C./ F-Clip {Fig. 8): 350 Ibs 350 Ibs 290 ibs 705 lbs 476 IN NIA 280 Ibs WA 3t51hs N/A 440 Ibs WA 341 Ibs 442 Ibs 5 4Anchors @ 1.15" Min. O.C./ F-alp (Fig. 9) 480 Ibs 700 tins WA NiA NIA WA 380 Ibs WA WA NIA N1A N1A 682 tins 885 lbs 1 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: ...... - -- ff-,r--- I If ----=, 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR it TABLE 7A Mullion Capacity Table Qbslft) Opening Width (fir vertically -spanning mullions) or Opening Height (for horizDrrtafly-spanning mullions) 50 In 60 in I 70 In 80In 9D In 100 In 120 In 4 x .375 [Alum. Rectartgulat Leading 'Rap/Tdang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Tf ap/Tdang. Loading Rectangular Loading Ttap/Tdang. Loading Rectangular Loading Trap/Triang, Loading Rectangular Loading Trap/Wang. Loading Rectangular Loading Ttaplydang, Loading Rectan; Loadl Tube & T IirllQilfOrl ci •6 ld t0 $ v u .O a u ItQf. i5 v e� N � W fA u vG ` Ti f0 � N �� n �>✓ u m �O ¢ iL o ltl d> Q ri u W �G .. q�y Q'a o G "c G o .� CG w C r, �•FL t➢ -EL o 'a @ � `ti C b,S G � ^ L C Qrr � �.p�o� r 6 " w '�j m �t� �dG 4C `u "LG {`�7aj� iG 3 G n is L� C FL y n C �L Al 421n 170.0 620 170.0 425 170.0 744 1170.0 478 170.0 868 170.0 508 170.0 892 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 621 170.0 48In 170.0 708 170.0 024 170.0 560 1 170.D 684 170.0 992 170.0 630 170.0 1133 170.0 681 170X 1275 170.0 677 1 170.0 1417 170.0 680 170.0 1 1700 170.0 680 170.0 50.6251n 110.0 747 170.0 W3 170.0 696 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1 170.0 1494 170.0 756 170.0 170S 170.0 756 158.0 541n 170.0 797 170.0 612 170.0 956 170.0 601 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 am 159.9 1799 170.0 Bell137.1 �1063 6D In 170.0 885 170.0 701 170.0 1063 170.0 797 17D.0 1240 170.0 878 170.0 1417 170.0 944 170A 1594 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 111.0 63In 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 170.0 1488 170.0 1015 186.7 1542 170.0 1076 141.0 1642 170.0 1122 117.5 1542 168.5 1158 100.7 66In 170.0 974 170.0 709 170.0 1169 170.0 903 170.0 1364 170.0 1W2 160.6 1472 170,0 1086 142.8 1472 163.8 1148 128.5 1472 158.8 1130 107.1 1472 147.5 1108 91.6 72In 170.0 1063 170.0 876 170.0 1275 170.0 1009- 150.8 1320 -166.2 1101 137-0 1320 149.9 108.2 117.3 1320 137.8 1086 106.6 1320 128.6 1049 88,0 1320 117.0 1024 75,.4 0 761n 170.0 1122 170.D 937 149.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 I W 125.7 978 99.7 1184 115.3 994 89.8 1184 107.5 952 74.8 1184 87.6 935 64.1 78In 166.1 1124 170.0 067 138.4 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 97.3 1124 105.8 BIB 63.0 1124 98.5 908 69.2 T124 89.0 890 59.3 90 Ill108.1 844 111.6 750 90.1 844 94.3 736 77.2 84.4 82.1 724 67.6 844 73.3 712 60.1 $44 66.6 702 64.0 844 W A 693 45.0 844 64.2 678 38.6 96 in 89.1 742 91.5 663 74.2 742 77.2 652 63,6 742 1 67.2 6411 $6.7 742 59.8 631 49.5 742 54.1 622 1 44.5 742 49.8 614 37.1 742 43.6 600 31.8 108 in 62.6 586 6" 530 52.1 688 63.8 621 44.7 586 1 46.6 513 39.1 $86 41.4 606 34.8 586 37.3 498 31.3 586 34.2 492 26.1 586 29.6 481 22.3 Ill In 67.6 555 68.8 503 48.0 $55 416 495 412 555 42.9 487 30.0 555 38.0 480 32.0 555 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 1201n 45.6 475 46A 433 38.0 475 39.0 426 32.6 475 33.7 420 28.5 475 29.6 414 25.3 475 26,8 409 22.8 475 24.5 404 19.0 475 21.1 395 16.3 144In 26.4 330 28.7 305 22.0 330 224 301 18.9 330 19.3 2B7 i6.5 330 17.0 293 TABLE 7B Anchor Capacity Table bs Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Ccno. Hollow CMU Filled CW PT Wood I Anchor type: 3/16" Eton Ultracan 1/4" Elva Uittaaon 5/16" ElCO Ultracon 3✓16" doo Ulttacan 1/4" Elco llllraCon 1/4" SS moo AggreGator 5116" Elce Ultracon 114" S$ Elco AggreGator #10 Steel Screw (G5) M2 Steel Screw (G5) #1 Sor Edge aistanoe (In): 1" 2-112" 1- 21/2" 3.1/6" 1" z I 1" 2-VT 2" 3-113" 2° b.as" 0.5C c Embadment (tnj: 1-3W 1-3/4" 1-3/4" 1-314" 2" 1-1/4" 1 1/4" 1-1/4" 1-1/4" 1-114" 1 1-114" r I-WW 1-3/8" 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 162X 3090 Ibs 390lbs 460 Ibs 890 Ibs 1644 Ibs 270 Ibs 280 lbs 354 Ibs 740 tbs 374 fbs $64 Ibs 90lbs 341 Ibs 442lbs 5 4 Anchors LID 2.25" MUL O.C. I Standard (or Offset) Clip (Fig. sy 700 Ibs 700 Ibs 580 Ibs 1410 Ibs 952 Ibs N/A 560 Ibs 141A 630 Ibs WA 680 Ibs WA 682 The 885 Ibs 1' 8 Anchors @ 1.15" Min. O.C. I Standard (or Offset) Clip (FIg. 4): 960 ibs 1400 Ibs WA NIA NIA N/A 760 The N/A NIA NIA NIA WA 1363 Ibs 1770 Itrs Z 4 Anchors @ 3" Min. O.C. / (2) 20 Angle Ceps I (Fig. 4 7801bs 780lbs 0801135 1560 Its 1895 Ibs $40 Ibs 560 Ills NIA 760 We 748 The 880 Its 1892 Ibs 682 lba $86 Ibs 1' 6 Anchors @ 3" MIn, O.C. / (2120 Angle Clips I (Fig. 8): 1170 Ibs 1170 Ibs 1020 Ibs 2340 Ibs 2844 The 810 Its 840 lbs N/A 1140 Ibs 1122 lbs 1320 Ibs 2838Ins 1022 lbs 1327 Ibs it 4 Anchors @ 0.45" Mfn. O.C, I U-Clip, into .125" Alum. (Fig. 4 NIA NIA N/A N/A N/A NIA N/A NIA WA NIA NIA N/A WA N/A 1, 2 Anchors @ 225" Min. O.CJ F-Clip (Fig. 8$ 350 The 350 Ibs 290 Its 7051 bs 476 rba NIA 280 Ibs NIA 315 Ibs N/A 440 fbs N/A 341 Ibs 442 lbs 6 =- 4 Anchors @ 1.15" Min. O.CJ F-Clip (Fig. UY 4801bs 70D Ibs WA N/A I NIA NIA 380 Ibs N/A WA NIA NIA NIA 682 Ibs 885 Ibs 1 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIl3l1RE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFc ^NY 1 f%AM1K1f1- C`E= C uUM=C 13 4 rno r_cKir-CA1 IAIC701 I AT1i1f%1 AACTWnrNQ TABLE 8A Mullion Capacity Table (Ibsill?) Opening Width (farverticaliy-spanning minions) or Opening Height (for harizardally-spanning mullions) 50 In 60 in 70In 80 in 90 in 100 in 120 In i.25" X Rectangular Loading Trap/7dang. Loading Rectangular. Loading Trap/Triang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Tr1mg. Loading Rectangular Loading Thapliriang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loadng TrapfTdang. Loading Recten Load 3.188" x .265" Alum Tube Mull a n r. B�_ n a. n8 � o� o ,. S. t5 � a K 0„ K2 av a 3 �' `� a14 `a� 8 G a� `d c Q n _� oC r _ ra o 1�2g g a IC 'L G SwG �C g G 42 in 170,0 820 170.0 436 170.0 744 170A 478 170.0 868 170.0 5W 170,0 992 170.0 519 170.0 1 t 16 170.0 621 170.0 1240 170,0 521 170.0 M0 170.0 621 170.0 48In 1170.0 738 170.0 624 170.0 660 170.0 584 170.0 992 170.0 530 170.0 1133 170.0 661. 170.0 1275 170.0 677 i70.0 1417 170,0 680 164.8 15" 170.0 680 1'.127 50.625 in 170.0 747 170.0 W3 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 1468 170.0. 750 139.2 1468 170.0 756 119.3 64 in 170.0 797 170.0 612 170.0 988 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122 3 1376 170.0 861 104.8 601n 170.0 885 170.0 701 170.0 1063 170.0 797 1 158.9 11551 170.0 678 139.0, 1153 167.4 930 1 123.01 1158 156.8 919 lil.21 1158 1150.0 912 192.7 1158 144.8 905 79.4 63In i70.0 930 170.0 745 l80.1 1051 170.0 850 137.2 1051 155.9 062 120.1 1061 142.0 848 106.7 1051 132.3 837 9MI 1051 125.7 530 80-1 1051 119.5 822 88.6 66 in 167A 967 170.0 789 132.3 967 151.6 805 119.4 957 134.0 790 104.4 957 121.6 777 92.8 957 •112.8 767 83.6 957 106.6 759 we 957 100.0 750 89.7 d 72In 128.7 804 135.2 ON107.3 804 115.2 684 91.9 804 101.3 671 80.4 804 01.4 660 M.5 804 84.1 M94.4 8Q4 78.8 643 53.8 804 M633 46.0 "t c 761n 109A 722 114.4 630 912 -M 97.2 618 78.2 722 86.3 M68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 No 45.0 722 59.5 570 39.1 76In 101.2 M105.8 600 84.4 685 89A 588 7z3 685 78.5 577 63.3 685 70.5 568 562 885 04.5 560 60.6 685 60.1 653 42.2 685 64.3 543 36.2 SO In Mg 615 88.0 457 54.9 518 57.5 449 47.1 615 50.1 441 41.2 $15 44.7 434 36.6 515 40.6 428 33.0 615 37.4 422 27.5 515 33.1 413 23.5 96In 64.3 453 55.8 404 45.3 453 47.1 387 38.6 453 41.0 391 33,9 453 36.4 386 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 108In 38.1 368 39.0 $23 31.8 356 32.8 318 27.2 358 28.4 313 23.8 358 28.2 308 21.2 358 22.7 304 19.1 3W 20.8 300 15.8 358 le.0 293 1111n 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22.0 336 232 293 19.5 338 20.9 289 17.6 $38 19A 285 1201n 27.8 290 28.3 M4 23.2 290 23.8 260 10.0 290 20,6 256 17.4 290 182 253 15.4 290 16.4 248 1441n 18A 201 15.3 1 186 TABLE 8B AnchorCapacity Table Ibs Substrate: 27KConcrete 3.5KConr. Hollev/CMu r�dCMU PT Wood AnchorClip Pa'itams Anchor Type 3t16" FJco Ullracon t14" EICo Ullracon 6r161 Elt:o UOtaeDn 3f1&' Elca UI1t On Ile EIc4Uihacort t/4" S5 Elco A99MGetor 516" Mc o U#Mon 1141 S5 E1co AggreGator #10 Steel Screw (GSy #12 Steel Screw (Go-) #1 St Ed_W Distante (InX 1° 2-1/2" t" 2-1/2` 31/9, 1. 21/2' 1" 2-W' 2 3-111f 2' 0,48" 0.W Ernbeelrent n: 13/4" 13f4" 1-sf4" I-W, 2" 1-114" 1-1I4' 1-114" 1-114" 1,114" 1414, 2" 1-we. 1-3f8" 2AncE13 @ 4:75' M1ft O.C_ I Standffd Or O-Tset Clip ft ij 390 Ibs 390 Ibs 460 ib8 890lbs 1S44 lbs 270Ibs 260 the %4 lbs 740 Ibs 374 Ibs 664 Ibs 046 the 341 lbs 442 Ibs 4 Anchors @ IAW twirl. O-C_ I Standard (of Oltset) Clip (frig, 480 Ibs 700 Ibs N/A NIA MA NIA 360 Ibs NIA WA NIA WA WA 602 Ibs 685Its 1 4Ar 11M @ T' Min, O_C.1 (2) WAngle CUps I (Fig. 3r 780IbS 780 Ibs 680lbs 1=1 lbs IMS lbs 640lbs M Ibs NIA 790lbs 748lbs 880lbs 1Wft 682 WS 885 Ibs 1 4 Arc hors @ 0,45" Min. O.C. I U-CNp, Into .126" Alum. (FTg 4 NIA WA NIA NIA N/A NIA WA N/A WA N/A WA NIA NIA NfA t• 1 Anc hor f F-Cllp (Mg. 5# 195 Ibs 195 lbs 225 Ibs 445 Ibs . 822 Ibs 135lbs 140 lbs 177 Ibs 370 lbs 187 Ibs 332 Ibs 4731bs 170 81s 221 Ibs 41 2 Anctmrs @ 1.16 Min. O.C.f F-Clip g 6)' 240 lbs 350 Ibs N/A NIA NIA N/A 100lbs NIA NIA NIA NIA N/A 341 lbs 442 the f NOTE; FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR IN! ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0 r LCJ s 0 0 C•1 Z CO C GrrD M Fn Q = Z Q M m0 � W X N C � h ?J N M 0 Z Z M C Z M Z CO z rn ,can M N O z Q +x g C a W 11 o ami o ono m w w w o o o » m iu s s W W v s' 5' S S w S S Cr V N W 0 a N O O V O m N N W w O O 4 d0 Mu!llcrl Ca 7� p ie io b+ 0+ c :> iv is m my � o 0 0 ��) d u m 7b N N w N m W w a A A O) nI m .yy v a V m V A V O m IU Anchor O"city V CD O N Vt m V V 0'V 'H W 47 �LAMd (lbs) ' to O m N w N G1 cn w iv V o, MWiton Capacity N w w yo 0,O a N O w m 4 b b O O O C1 µ_me OWN i C � p V Q m w O O W yy V W W N ia�.,77 Anrlor Capacity m G VI `+1 m O O a N a t71 Requlred (lbs) m MWlton Capacity �p ea m Or .r 4i A w :I y A o O C G O •�.• O a w N nm+ w s a as m m a AnchorCapoocity Q A Raqulmd Obs) Of 0 ,M�ullluo7nyCapacity 4f bL.[D © V iA N m N O O O G1 £4 y m m en Archor QhsCapacity m V OI O m O m Mullion Capacity N m m d 7 m N w w aw rn W m m a mw m�7 Anchor Ca�p{�a,city m V m fD Required \ ) O Pi m 1b 4v ca a�*+ o Mulluio�n CapaCdy ...� m w a m m N N N w m a rn o m w g Anchor Capacity N A N Ca N Ol m Required (lbs) 0S Mullion Capacty A a a iu is m w is b, m io P .0O�rRi a$ m s < T m F4 a F N � m Anchor m O N + Gt m V V m m V CO N Required Qb5) m O a -A � Mullion Capacity RY 1�,1 vt m a J► W W a m m yr G O Wit) a N N W W a mp th P7 ^pa Caraaaf RCjU(IBd Qt7S) m m m m V u�n Mcapacityy B GO m AnchwCapacky Oma „ *md (bs P9 0 ,. W.. Mulloh Capacy o 5 fQ .T��m.IW vmto= mm Anchor [aaclty O m V pequlmd Qbs)Anchor " m V + i`i vwi .A+ PIT i N 8 Mahlon C2packy rt rn w on iv a m ib os -.i a 'w za c as m m m A °i -i' Anchor C apaody FAxored (lbs) o O MuMon Capacity L.1. tv V CY m m W O C Q ID � �P m N N W a A o1 Of �i �p H� r Ahor Capaciy t a N pw LA a A W .0.+ml 8. Q! cmn O R gLlmd Qbs) 7 M Capacity V A CA m m 4 W w mAnchor V QtuUiOn % C �O m a'i 5 7yn An Caom )ity RaWlm l P 0 m o$ M�AUOt,C'.a➢acity 1 a w w m a w o o Owft) ry m m m two o m nII`i �i �o iu Anchor Oapacity 0 m m V m w m ?"i N m e -. Required Qbs) ro a w oNi m a t w m w Molly m to N 4T N m a N N N A m Vr Qt O 70mb a m E Anahor Required Qb9) 4 � m .. .. _� �. Mullion ..i TABLE 11A [iAttlpon Capacity Table {lisslitz) Opening Width (lbrvedicaliyspanning Imiilinns) orOpening Height (far harizortaliyspsnrarq marlorls) 50 in 60 in 70 in 001n 90 in 100 In 126 in 140 In 12eciah9�ar Traprfriang_ Rectangular Traplidang. Rectarsgular Traprl rung. Rectangular Tra�ldang, Rectangular Traplrriang. Rectanguiar Traplfdang. Loading Rectangular Loading Trep/rriang Leading Rectangular Loading 1 25 x3 94 Loading Laeding Loading Load'mg Loading Laadtng Loading Leading Loading Loading Loading x .624 = ate. T A o T j �. T � .T. y.. =� _ .a, v p Amen. Tube v w= 'o u w m m H w m m W m min a m m °� m w m m �+ m o min o a m a w .wo p c. a s n o. a a . a m i� a m 14, a Mullion ;; m emits m e na m w� a ro as lv G a m a m� a ro U a� m� c] c] as m� m o a m a m a mri m m� m RG m mG �� U U U 77 U 0 .L 9 o ' �P t n '. v s K c U a_ e uC. o $ c o `y t •� Q s 3 �_ t aO �_ G buy 0 •t"r c m C c� y� G GR• 7 y s�" Gi �iL'O ,yp m g G t T9T�. .O 6 Si a� v 620 170.0 43E 170.0 T44 170.0 470 170.0 060 170.0 606 170.D 992 17tl.0 519 17QD 1116 174.0 52t 1T0.0 1240 170.0 521 170.0 14$8 170.0 621 170.0 1T35 1 42 In 170.0 624 170.0 850 170.0 5&i 170.0 992 t70.0 630 170.0 1133 170.0 661 170.0 1276 170.0 977 170.0 1417 170.0 6$0 17a.a 1700 170.0 680 170.0 1983 i 48 in 170_tl T08 t70,D 170.0 896 170.0 631 170.0 t046 170.0 6fl4 170.0 1195 S711.0 723 174.0 1346 170.0 747 170.0 5494 170.0 758 i70.4 1793 170.0 756 174.0 2092 1 50.625 in 170.0 747 170.0 663 170.0 612 170-0 956 170.0 691 17D,0 1116 170_a 754 170.0 1275 170.0 003 170.0 1434 170.0 637 170.0 1694 170.0 856 170.0 1913 170.0 661 170.0 2231 1 54 in 170.0 797 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 1T0.0 1694 170.0 99e 1T0.0 1771 170.0 1033 170.0 2125 170,0 10fi3 #48,3 2163 1 60in 174.0 fl85 930 170.0 745 170.0 1115 170.0 $60 170.0ff0d70.0 94d 170.0 1488 170.0 10016 €70A 1673 17D.a '107fi 170.0 t859 170.0 1122 156.9 2050 17a.0 1169 134.5 aD6a 1 63in 170.0 1002 170.0 1558 170.4 10-86 170A 1753 170.0 1166 170.0 i948 170.0 1210 143.D 1966 170.0 1275 1226 1966 t 66in 170.0 974 170.0 789 i10.D 1169 170.0 9D3- 170.070.0 C 978 170.0 1275 170,0 1009 170.0179.0 S12fi 170.0 1700 170_tl 1228 154.1 5734 170.0 1355 136.7 1734 169,8 1386 115.E 1734 165,9 136d 99.1 1734 170.0 1063 170.0 721n 761n 170.0 1122 170,0 337 170.9 1346 170.0 106D 16"70.0 1209 147A 11666 565.2 12M 13€-1 1666 151-5 1266 117.9 1566 141.3 1261 98.3 1666 128.3 1229 042 1666 1 '-i 1161 170.0 967 17011 1301 170A 1116 165.9169.3 1245 136A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 118.9 1i69 77 3 1477 1 78in -170.0 1dZ0 t11D 1455 996 118 A i110 123.9 968 101.5587.9 951 88.8 1110 96 3 93fi 78 9 1t10 87.6 922 71.0 1110 80.7 910 592 €110 T1.3 891 50.7 1110 t go 96 in 111.0 975 120.3. $72 97.5 976 101A 856 83.688.3 842 73.2 975 78.5 829 66.0 875 712 811 59.5 975 65.4 007 48.8 975 57A 7B9 4t-e 975i08 in 822 771 84.0 696 69,5 77S 7tl.7 685 58.761.3 6T4 51,4 771 54.3 664 45.7 771 49.0 U5t4l..111 in76.7 730 T7.3 661 63.1 730 66.0 850 5A.156.3 640 A7.3 730 49.8 631 42.1 730 45.0 622 730 41.1 614 31.5 730 35.6 604 27.0 730120in 59.9 624 61.0 549 49.9 624 512 560 42.84d.3 6fi2 97.5 624 39.2 644 33.3 624 35.3 537 624 32.2 631 25_p 624 27.7 619 21.4624 144 in 34.J 433 35.1 4D0 28.9 433 Z9.4 395 24.825A 990 21.7 433 22d 386 . 19� 433 20,0 381 433 S82 376 TABLE 11 B SubstrOW Anchor Type; Anchor Clip Pattema Edge iNslance Qn 2.7k Concrete 31t0 EICO UltracOn 114" F-ica Ultracon 3.5k Conc_ 5H6` EICO Utttacon = 3I1fi' Elco Uitraeon Hollow emu t14" EICo U4tacon ve SS Eico 5MV1 Etco A99reeGrtor UOtactAl Fltled GMU 114" SS Elc0 AggteGet� PT WOod #10 Steel #12Steal screw (e•,5) screw {G5} #1 Sc 1" 2-112" t" ' 2-112" 9-Iff 1" 2-1/2° 1" 2-1/2 7 . &1f8" Z O.AB' 0_54" F-mbedrnent0n 13I4" 1 1-3I4" 13/4" 1.3W 2" S-1I4 11I4" -Mw VV4" 1-114" 1-1J4" 2' t•3?8" 1�/2 2 AnCnOrS a 4.75" Mitt O_C.1 Stendsmi or OfMt Clip (Fig. 1): 390 Ibs 390 Its 45D Ibs fi901bs 5644 @ . 270 Ibs 280 Its 3541)s 740 Iha 374 Ibs 6E4 I� 946 Ibs 341 lbs 442 Ibs 1 4 Ambors @ 1,15" MY. 0_0_ I Sr&Mrd (cx Offset)C9p (Fig 2): 480 Ibs 700 Ibs NIA WA NIA NIA 380 ItsNIA NIA NIA WA NIA 1382lbs t386 Ibs 6851ba 1 1 4Anchors aQ 3" PoUrt_ 0_0.1(2) atSAngle Clips (Fig. 3x 78a lbs 7W Ibs Wo lbs 1680 Il>s 1B96 lbs 540lbs 5601is NIA 76D Ibs 7481bs' 860 lbs 1892lb3 682lbs 4 Amhors Q 0,54" Min, Q.C. I U-Clip, tnto .Soli" Alum. (Fig 4k NIA WA NIA NIA NIA NIA WA NIA WA NIA WA WA 479 Its NIA 47D Ibs WA 22S lbs 1 f AtICr1OT I 1 CBp (Fig-5 195 IDS 1 g5 Ms 226Ibs 445 Ibs 8P N 1351bs 1401bs 177 Ibs 370lbs 187 Ibs 332 Ibs 2Anchor9 ®1.15" Min O.CJ F-Clip fig. R 240 Ibs 350 ibs _N/A NIA NIA I NIA 1901bs I NIA NIA N/A NIA WA 341 lbs 442 (b5 FIGURE 1: FIGURE 2: TABLE NOTES: ® ® 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR IN ® ON LOADING. SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. TABLE 1 QA Mullion Capacity Table Opening Width (forvetiically-spatuting mdions) crOpening Height (forhorizontal" paniimg mullions) 50 in 611 in 70 In 80 in 9D in 109 in 120 in 140 in Trap/rriang. Rectangular Trapfrriang. Rectangular Trapfidang. Rectangular Trepfrdang. Rectangular Trapfi'dang. Rectangular Trap/Triang. Rectangular TraprVang. Loading Rectangular l Loading Rectangular 1.2ti x 32b Loading Loading Loading Loading Loading Loading Loading Leading Loading Loading Leading Loading Loading x .624 AFurrr.Tuhe o r..� nillll11bf7 .° W W K W n w ro Wp ii ayN a na n 'O� c�' a I W oa W 6 s W Ia m G o W va W G a W mps W G a W sy� W �+' tpo N o� W ,p°a W G W Ll r.7 W {Op G W p G W W r✓ c i y 'b• i4 rJ W G R.%'O W U U 'O V Gi o U ri v GS U v C) V U (> (1 o o C W O 7 C L �. •'_ O O 9O g ° '� s2 o a 2 'c 0. dr f� �c A� ai raC g c 42in 170.0 G26 176.0 436 170.0 744 170.0 478 176.0 860 170.0 606 170.0 992 170.10 519 170.0 111G 170.0 621 170.0 1240 170.0 621 170.0 1400 170.0 621 170.0 1736 1' 46in 170,0 708 170.0 624 170.0 860 170,o 684 170.0 992 170.0 Gag 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 £ 631 170.0 U416 170.0 684 170.0 1195 170.0 723 170.0 1345 170 0 747 170.tl td94 170.0 766 170.fl 1793 170.0 756 152.6 1877 1; 60.626 in 170.0 747 170.0 663 170.0 895 170.0 641n 170.0 797 17-0.0 812 170.0 966 170.E 691 1T0.0 11t6 170.0 764 170.0 1275 170.0 B03 170.0 1434 170.0 837 170.0 1594 170.0 856 168,d 1759 170.0 861 134.1 1769 1' 60in 110.0 Beg 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.9 14t7 170.0 544 161.1 i6t1 7T0.0 S96 t95.0 1611 170.0 1033 129.8 t511 170.0 1II63 103,E 151i i' 53in 170.0 930 t70.0 745 170.0 1116 170.0 $60 170.0 1802 170.0 940 156.6 i370 i7o,0 1016 139.2 1370 170.0 1076 126.3 13T0 164.0 1062 104.4 1370 165,9 1072 69.5 1370 T: 661n 170.D 9T4 170.0 789 170.0 1169 170.0 303 155.6 1240 170.0 1902 1362 1240 168-6 1013 121.1 1248 147.1 1000 i08.9 1248 139.0 9B9 90.8 1248 130,4 978 77.6 1248 1: aCi 721n i67.8 10d9 179.0 876 139,9 1049 160,2 092 119.8 1048 132.1 876 104.9 1049 119.4 8G0 93.2 1049 109.7 848 83.9 1049 102.7 838 69.9 1049 94.3 626 59. 9 0 76in 142,7 941 149.1 022 118.9 941 128.8 806 101.9 941 1112 791 89J 941 100.0 777 79.3 941 91.7 766 71.4 941 86.5 767 69.6 841 77.6 744 51.9 941 7 :5 TBIn 132.0 694 137.6 763 110.0 894 11G.9 767 94.3 1 894 102,4 753 82.6 894 91.9 740 73.3 894 $4.1 730 66.0 894 78.3 721 1 66.0 1 894 70.7 707 47.1 594 8 90in 85.9 671 BB_T 596 71.6 671 74.9 585 61_4 671 65.3 575 63.7 671 68.2 666 47.7 6T1 62.9 558 43.0 671 49_0 651 36.6 671 43,1 539 30.7 671 3 ee in 70.8 690 72.8 627 59.0 690 61.4 518 60.6 690 53A 600 44.3 690 47.6 602 39.3 590 43.0 494 39.4 690 3S 6 48B 29.6 690 34.7 477 25.3 680 3 1081n 49.7 466 60.0 42E4V466 42.8 414 35.6 466 37.1 406 31,1 466 32.9 402 27.6 466 29.7 396 24.9 466 2T.1 381 20.7 466. 9-3.6 362 17.8 466 2 iIr1 45.8 441 4G3 d0 39 3 393 32.7 44t 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 16A 441120in 36.3 378 36.9 344 31.0 339 26.9 376 26.8 334 22.1 378 23.7 329 20,1 37B 21.3 325 1e.1 378 19-6 321 16.1 376 10.7 314 144 in 21.0 262 21.2 24 17.8 239 16.6 262 16.3 230 TABLE 10B SO S role: Anchor Type: Hrl¢rrVrS.q�racr�y 17k Cortcide 36k cant. ra;+lotrraar Hallow CMU Filled CMU PT Wood I 3r18' Elco Ultracon v4" EcoUltracon VIG' Elcb ultraton all Elco Ultracon 114" ElcoUtlracon 114" SS Eco AggreGator wa' Elco Uuracon 114" SS Elco Aggregator 010 Steel Screw(GS) #12Steel Screw (35) #1 801 Anahoreiip Patterns EdgaUstance n: 1" 2-1f2" 1" 2-112" 3.1fB" 1" 2-1/2' 1" 2-112 ' 31I8" 2' 0,48" 0.64" t Embement 641 I-W uVil" 4314" 1-W 2" 4" 1-114" 1-114" T 1/4" 1-114" i-0!4" 2" 1-318" 13r8" 2 Anchors @ 4.76' Min. O.G. / Standard ar Qtisei COP (Fig.1). 390 iba 3901bs 4501bs 890 Its I I" lbs 270 ibs 280 ibs 36410s 740 ibs 374lbs 664 me INS lbs 3411b3 4421tb 5 4 Anchors @ 1.15" Min. O.0 I Standard (or Offset) clip (Fig. 4. 480 lbs I 70D Ib5 NIA NIA NIA NIA 380 line NIA WA NIA NIA NIA 662lbs 855 Ozt 1' 4A1>c hors (� 3" Min. O.C. ! (2) at6 Angle C11RS !(Fig 9j: 780 Ibs 780 8>s 6801bs 76601bs 1896 Ibs 6401bS 560 Its NIA 760Its 746 IbS 860 ibR 1892 076 582ib3 805 Ibs 1' 3 Anchors @ 0.54" Mim Q.C. I U-Clip, Me .100" AIUm (F1g. 4T NIA NIA NIA WA NIA N/A NIA N/A NIA NIA NIA NIA NfA WA 1 Ana her/ F-Clip (Fig, 5): 195 Its 195 Oxs 226 lbs 4461bs 822 Ids 1351te 140 Ibs 177 IbS 3701ts 1871bS 332 ibs 473 ltY; 221 Its 2 2 2Anchors @ 1,Ifr Min O.W F-Gnp g, 61' 240 its 350 Me NIA NIA NIA NIA 190lbs NIA NIA NIA NIA WA 341 lbs 341 lbs 4421bs 5 FIGURE 1: 0 FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP' 25 FOR INFORMATI ON LOADING. SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. _._ ... -. ....,......-'...,-.-.� .., ,. , . �-•,n r„e. AA111//�[1 Al1CA111 / \Allr �K1SN iG• Al i "Ar, - A r, AnA IHDLC kLH Mul6an Ca ac Table bsfie Opening Width aorvertically-spannirig m0liona) or Opening Height: (for horizontally-spandng mullions) 50 in 60 in 701rt 80 in 8o in 100 in 120 In 2 x 4 x Rectangular Loading Trap/Triang. Loading Rectangular Loading RaprWang. Loading Rectangular Loading Trap/Tdang, Loading Rectangular Loading Trap/idang. Loading Ftectazrgktlar Loading TraplTdang. Loading Rectangular L -ft Trapl7riang. Loading Rectangu Loadnnt Rectangular Loading 7FapMang. Loading .26 Alum. Tub® Mullion n R o ..n- a fa �� fi aCK a E d4E a c a m o ii n R a�s A aryl c_ t� etc b° �� $ i4 o 6 � o a 3 � �c '� n c k .. i4s I3 G f sibs° c u- l� oc 92. a+ ¢.ze�� a �_ a R .2 n a q o m to ^ n 42In 170.0 620 570.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 17D.0 1116 170.0 521 170.0 1240 170.0 621 170A 1488 170.0 521 170.0 1' 481n 170.0 708 1Ta.0 524 170.0 850 17D,0 6S4 170.0 992 170-0 630 170.0 1133 170.0 861 170.0 1276 170.0 677 170.0 1417 V0.0 680 '170.0 V00 170.0 680 170.0 1! 50.626In 170.0 747 170.0 563 170.0 $96 170.0 631 170.0 1048 170.0 654 170.0 1195 170.0 723 170.0 1346 170.0• 747 170.0 1494 170.0 756 170.0 1793 170.0 766 170.0 21 641n 170.0 797 170.0 612 J70.0 956 170.0 691 170.0 1116 170.0 754 170,0 1275 170.0 B03 170.0 1434 17D.0 837 170.0 1594 1170.0 856 170.0 1913 170.0 861 17Q,0 2; eo ur 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170,0 878 170.0 1417 170.0 944 170.0 1594 170.0 9S6 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 Z 53 in 176.0 930 170.0 745 170.0 1116 170.0 $50 170.0 1302 170.0 940 170.0 1488 170.0 1018 170-D 1673 170.0 1076 170.0 1855 17RO 1122. 17MO 2231 170.0 1 t69 168.7 2. 66In 170,0 074 170.0 789 170A JIBS 170.0 903 170.0 1304 170.0 1o02 17ao 1558 170.0 1086 170.0 1763 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2, t 72 in 170.0 1063 170.0 876 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170,Q 1700 170.0 1228 t70.0 t9i3 170.0 i315 170.0 2t25 170,0 1387 146.6 2184 170.0 1488 124.8 2, J 761n 170,0 1122 170.0 937 170,0 1348 170.0 108q 170.0 t570 170.0 1209 170.Q 1794 170.0r:122 186-1 196Q 570.0 1421 148.E 1860 17a.0 1505 123.8 1960 161.6 1548 106.5 1! TS in 170.0 1551 170.Q 967 170.0 1381 170.0 1118 170,0 1611 170.0 1250 170.0 1842 J70.0' 1617 1661 170.0 1474 137.4 1661 163.1 15M 114.5 1861 147.3 1473 902 11 90in t7q.0 1328 170.0 t144 149.1 1398 15B.0 1218 127.8 1398 136.0 1i98 111.8 1398 121,3 98.4 1398 11D2 1182 89.5 1398 101.6 1547 74.5 t398 89,8 1122 6319 1 96 in 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92 1229 98.9 81.9 1229 89.6 1029 73.7 1229 eZ4 1016 61.4 1229 72.2 993 52.7 1: 108 in 103,5 971 106.8 877 86.3 97S 89.0 882 74.0 971 77 2 849 64.7 971 SS,A 837 67.6 971 61.8 825 51.8 971 56.5 SIG 43.1 971 49.0 79fi 37,0 ill in 95A 919 97.3 932 79.6 919 81.9 619 68.1 9 t 9 70.9 BOB 59, 918 52 8 79A 53.0 91 S 56.7 764 47.7 919 51.$ 774 39.7 919 44.$ 756 ft 34.1 9 120 in 75 5 786 76.8 718 62.9 786 64.5 705 53.9 786 55.8 695 47.2 786 48.4 606 41.9 788 44.4 677 37.7 786 40,5 588�31 786 34.9 653 27.0 11 7 in 43.7 548 44 2 fiO4 36.4 946 37.0 488 3t.2 . 546.27,3 MS 26.2 485 24.3 546 26.3 479 21.8 546 22,9 474 546 1e.5 464 15.6 5 TABLE 12B _ Anchor"pactty Table llh21 Substrate 2.7k ConclEte 3-51i Cont. Nt21ow CMU F01edCMU pTwood Mchw Type: 311E' Elco Ultrscon 114" Elco uilracon 3'1V FJco 3f16" EltoUttr�oh b4" Eicauitraton 114"SS eco AggreG�or 5/1T Elco Uilydcon 114" SS Eco Aggre48loi #10 Sleel Screaw(G5j 1i12Steet Screw (� #1 Sc AnchorGllp Patterns Edge 13Istance (Iny Uitracon 1" 2-112' 1" 2112" 3-1I8" 1" 2-512' t" 2 112" 2' 3.1/9" 2" 0.48" 0.5C 1 Embemnent Ony 1-3/4" 13'.t 13/4" 1-W4" 2' 1-114" 1114' 1-v4" 1-114" 1-1W 1-lle 2' 1-W 13/S" 2Anchols 4.75" Min O.C. / Stardefd or offset Clip (Fig 182): 390 lbs 39dt lbs 450 !bs BAD Ibs 1644 lbs 270 ibe 280 bs 354 !bs 7401bs 574 lbs 6641L�s 946 lbs M Its 442 tW 4 Anchors @ 2-68" Min, O.C. I StandW (or 0mat) Clip (Fig. 3}J40 lb$ 740 lbs SW lbs 14851bs 1424 lbs NfA 5M lbs NIA 695 ibs N/A 88D Ibs NIA 6821bs 885 0as 1 6 AnOws @ 1,7t" Mir►. O,G.19tanclard for C1aet)Clip (FIB 4�1bs 1050 758 lbs 1046IM NIA NIA 705 %s N/A 799ihs NIA NIA N/A 10221bs 1327Ibs f 4Am hors @ 3" Min. O.C.1 (42!5 Angle Clips I (R9 q 780 Ibs Ibs 680 lbs 1560 lC8 i8m Ibs o401bs 660 Ibs NIA 760 MR 748 lbs 8m lbs I= Ibs 682lbs 88510S 1 SAnc hors @ T Min. O.C. f (2) WArgleClips I (Fig 4 1170lbs 1170 M 1020Ibe 2340 lbs 2844 Ibs fn 840Ibs NIA 1140lbs 1122lbs 13201bs 2B38lbs 1022lbs 1327Ibs I. 3 Anchors @ 1.34" Min, O.C. / U-Clip, Into .128' Alum. (Fig• 71 NIA N/A NIA N/A WA NIA NIA NIA N/A NIA FUA NIA NIA NIA 1 fiAncnors @ 0.64"Min. O.C.I U Cilp.into .125'Alum.(Fig. 8x NIA NIA NIA N/A NIA NIA NIA NIA NIA NIA NIA NIA NIA NfA 2 2 Anchors ® 268" Min. 0.C.1 F-011109-9) 370 lbs 370 iRs 315 lbs 743 Iha 712 Ibs N1A 2801 NIA 346 li% NIA Am Ibs IN!A 341 ibe 4421bs 3Ancho/s 1.71" Mln. O.C./ F-�lIp (Fig_ 10}: 443 Ibs 525 9)s 3791bs 0731bs NIA NIA 353 Ibs 141A 399Ibs NIA NIA t4+A 5S11t35 &6d lbs f ,.- - .-p f iqc YUM ceeer= Anlrt-InR PATTFRN AND ANCHOR VAL1)ES AS THE STANDARD CLIP. ��. _ _ _ _ _ _ _ _. _ _ _ __. _ __ . _... NU l t: VUK k r2C Urroc 1 vur, Uv- CIRCLED VALUES ARE USED IN I HE EXAMPLE UN bFll FIGURE 1: FIGURE 2: FIGURE 3: FFII-G-U-REE 4: TABLE NOTES; • • • s � I'" II 11 •�I I H13E_C I JH Mullion Capacity Table Ibs/iilz Opening Width (for vertica0}r-spenning Whons) or Opening Heigh (for horizontally -spanning mullions) 50 In 60 in 70 in 80 In Win 1001n 120 in 2 x 6 x Rectangular Loading Trapf ang. Loading Rectangular Loading TrepMang. Loading Rectangular Loading 1Fawflang. Loading Rectanow Loading TraplTrieng. Loading Rec(angrdar Loading Traplitiarlg. Loading Rectangular Loading TrapRiiang. Loading Rectart�u Loading Rectangular Loading TraprMang. Loading .2b Alum. Tube MUlllasrt a STpa y � m Ana y u w _ ; c3 a CL ca m � U y m � �. V Cp _ m a U L' 5� z m n U CC:C C _� m c i� v $ r��j n �, C O IC s;4 S m a s c C� a J�''L.' da i✓ m a. m V awe w 93. Ci v� �`a m a rp G7 2. a r. rJ bC C - r& iI .. m t� •a D as m pC �' � t7 lT dt ij �� C3 t p, V 61 a v cal _ 2 a U a o da t7 _ P a m a n a G U v ¢ a y ii U L 42 in 170.0 820 170.0 435 179.0 744 170.0 478 170.0 668 170.0 506 170A 992 170.0 519 170.0 1116 170.0 521 170.D 1240 170.0 521 17D.0 1488 170.0 521 i70.0 1' 481n 170-0 708 170.0 $24 170.0 850 170.0 $84 170.0 .892 170.0 630 170.0 1133 170.9 661 170.0 1275 170.0 677 170-0 1417 170.0 680 170.0 1700 170.0 680 170.0 1! 50.625In 170.0 747 170.0 563 170.0 898 170,0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170,0 i494 170.0 756 170.0 f793 470.0 756 170.0 ' 21 541n 170.0 797 170.0 612 17D.0 955 170.0 691 170,0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170,0 1694 170.0 856 170.0 1913 170.0 B81 170.0 21 60 in 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170,0 4771 170.0 1033 170.0 2125 170,D 1063 170.0 Z 631n 170.0 MO 170.D 745 170.0 1116 170.0 No 170.0 1302 170.0 940 170.0 1488 170.4 1015 17D.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 21 X 66 In 170.0 979 170.0 789 170.0 1169 170.0 903 170.0 1364 470.0 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 2' C 72 in 170.0 1063. 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170_D 1700 170.0 1228 170A 1913 170A 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 21 76In 170.0 1122 170.0 937 170.D 1346 170.0 1050 170.0 1570 170.0 1209 170.0 1781 170,0 1322 170.D 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 470.0 1825 17o.p 3 781n 470.0 1161 170.0 067 170.0 13s1 17o.0 1116 170.0 1611 170.0 1260 170.0 1842 110.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1664 170.0 2763 170.0 1700 170.0 3; 90 in 17Q.0 7328 t70.0 1144 170 0 i594 170.0 1328 170.0 t869 170.0 1498 170.0 2125 17Q.0 1853 170.0 2391 170.0 4793 170.0 2656 170.0 1948 170.0 3188 170A 2125 t56 0 S 170.0 1417 t70.0 1232 170A 1700 17o.D 1434 170.0 1933 170.0 16M 170.0 2267 170.0 1794 170 0 2s50 170.0 4952 170.0 2833 170.D 2095 180 0 3198 170.0 2338 t37.1 s 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2221 170.0 1879 170.0 2550 170.0 2076 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.E 2781 140.4 2281 10s's 2 III170.0 r144 1638 170.0 1454 170.0 i986 170.0 1700 170.0 2293 170.0 1032 170.0 2621 170.0 2149 151.6 2532 162.3 2245 130.6 2632 148.4 2210 113.E 2632 126A 2188. 97.8 2: 170.0 1771 MA 1686 170.0 2126 170.0 18W 164.4 2252 159.9 1991 135.1 2252 141.4 1984 120.1 2252 1272 1938 108.1 2252 118.1 1916 B01 2252 88.8 1872 77.2 2 125.1 1';84 128.E 1445 104.3 1564 106.1 1425 89.4 1564 91.5 1407 78,2 1564 80.7 1390 895 1664 72.3 1373 62.6 IW4 63.7 i3S8 521 1564 58.0 1330 44.7 1 TABLE 13B Substrate: 2.7k Concrete Hncnor r..a acla 3.5k Cono. Hollow CMU Rfled CMU PT Woad Anchor Type: 3116" Mao Uitracon 114" Moo Ultracon 5/16" E1oo WIT Moo U(tracon 114" Elco. Ultrecon 114" $S Efoo AggreOator 5116" Elco l2tracon 1/4" SS Elea AggreGator #10 Steel Screw (G5) #12 Steel Screw (05) #1 Sc AnchorO�p Pa4terrls Ultracon 2-112" 1° 2-112" 3-11r 1" 2-1W 1" 2-1/2" T 3-#IB° 2" 0.48" 0.54" EdgeDistance(in): Embedment ): 1" 1-3/4" 1-3/4° 13i4" 1-3/4" 2" 1-#/4" 1-114" 1-IW 1-114" 1-1/4" 1-114• 2" 1318" 13/8" 2 Anckras @ 4.75" W. O.C. /Standard ar Offset Clip (F19. 7 &2): 390 Ibs 3801bs 450 tbs 890 ibs 1844 tbs 270 Ibs 280 Ibs 364 Ibs 740 Ibs 374 Ibs 6641bs 946Ibs 341 !be 442 Ibs 4 Anchors @ 4.68" Min. O. C. i Standard (or Mast) Clip (Fig. 3): 780 eta 780 ibs Sark Ibs 1780 lbs 3232 Ibs 540 Ibs 5611 Ibs 708 Ibs 14801bs 748 Ibs 1272 ibs 1892Ibs 6821bs 685 lbs 1 8 Anchors @ 1.7t" Min. O.C. / Standard (or Offset) Clip (Fig. 4j 1180 ibs 1400 Ibs IWO Ibs 2595 lbs NIA NiA 940 Ibs NIA 11065 Ibs WA N/A NIA 13631ba 1770 Ibs 2 4 Anchors @ 3" Mtn. O.C.1(2) 2x5 Angle Clips I (Fig. 4 780 lbs 780 Ibs 660 Ibs 1560 Ibs 1896 Iba Stabs 560 ibs NIA 780 Ibs 748 IN 880 Iba 1892 Ibs 682 Iba 8851bs 1 8 Anchors @ W Min. o.C. I (2) 2x5 Angle Clips l (Fig. 6); 1560 Ibs 15601bs 1360 Ibs 3120 Ibs 3792 Ibs 10801bs 1120 Ibs NIA 1520 Ibs 1496 Ibs 17M eta 3784 Ibs 1363 fba 1770 fbs 2 12 Anchors @ IR' Min. O.C.1(2) 2x5 Angie Clips / (Fig. 7): 1060 ibs 2100 Ibs 1440 Ibs 378011is WA NIA 1320 Ibs NIA 1500 Ibs N/A NIA NIA 20451be 2654 Ibs 3 4 Anchors @ 1,34.' Min. O.C. / U-Clip, Into .125" Akan. (Fig. 8): NiA NIA NiA NIA NIA WA WA WA N/A WA WA NIA WA NIA 1 8 Anchors @ 0.64' Min. O.C. / U-Clip, into .125" ARM (Fig. 9): WA N/A N/A NIA WA NIA WA WA WA WA WA NIA NIA NIA 2 2 Anchors @ 4.08' Min. O.CJ F ulp (Fig. lur 390 Ibs 390 Ibs 450 Ibs 890 ibs iB161bs 270 Ibs 2801bs 354 ibs 740 lbs 374 Ibs 6361bs 946Ibs 341 Ibs 442 lbs 4Anohors @ 1.71" kAln. 0.C.1 F-Clip (Fig. I- 590Ibs 700Ibs 505lbs 12981bs NIA WA 470Ibs I WA 533Ibs WA NIA WA 682 Ibs (LW Ibs 1 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TARI I_ NtlTF4, r=rri ran i • F!CURF_ 2: FIGURE 3: FIGURE 4: FIGURE 8: FiGURE 9: FIGURE 10: FIGURE it: 4N car = auco 1 -1 =no IMQT01 IrTlfZnlc nM 1 MINK, THE TART FS ANn E I AbLt -I j+A Mullion Capacity Table IbsKe Opening Width (forverBcally-spanning muillons) or Opening Height (forho6zorltaliy-spenning mullions) 50 In 80 in 70 in 80 in 90 in 100 in 120 in 1.25" x 2.11" TraplTdang. Loading Rectangular Loading TraprTriang. Loading Rectangular Loading Trapf Gang, Loading Rectangular Loading TraplTdang, Loading Rectangular Loading TrWfrdang, Loading Rectangular Loading TrWTriang. loading Rectangular Loading 7raP1Trlang. Loading Rectangul Loading Rectangular Loading x.125" Alum., Tube Mull • rg p�Q �iL �y r. i3 4 ��° '1L mac. y� G 4ry�q? ' r CC�� Q Qg �G ,yp G C gG Q �G {G �GjY.G L� {4 �LGiLG A U Off' g5 42 In 144.2 626 197.0 428 120.2 526 14e.9 410 103 4 526 138.9 414 90.1 526 134.6 411 80.1 526 134.1 411 721 526 1341 411 60,1 526 134.1 411 51.5 5. 48 ht 96.6 403 108.0 333 84.5 443 94.7 325 69.0 403 86.4 320 60.4 403 81.4 317 53.7 403 79.1 315 48 3 443 78.6 314 40,3 403 78.6 314 34.6 41 50.625In 82.3 362 91.0 301 68,6 362 79.3 204 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 a62 63.5 283 29.4 3t 54 In 67.8 318 74.1 267 56.5 318 64.2 261 48.5 316 57.7 256 42.4 31e W.5 263 37.1 318 60,8 25tl 33 9 318 49 5 249 28.3 318 49.1 248 24.2 3 C 60In 49.5 258 63.1 219 41.2 258 45.7 214 35.3 258 40.7 210 20,9 258 37.2 207 27.5 258 34.9 204 247 256 33.4 203 20.e 258 32.2 201 17.7 2: J 63 in 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 23.7 234 29.4 166 21.4 234 26.0 184 17.8 234 26.6 183 T5.3 2, 65 in, 37.2 213 39A 183 31.0 213 33.7 179 26.5 213 29.8 1R23.2213 27.0 173 246 213 25A 170 18.6 213 23.7 169 15.5 213 22.2 187 13.3 2• 72 in 28.6 179 20.1 165 23.9 179 25.8 152 20.4 179 22.6 1179 20.3 147 16.9 179 18.7 145 78in 24 3 161 25.4 140 20.3 161 21-8 137 17.4 161 19.0 116117.0 133 7 225 152 23.5 133 18.8 152 19.9 131 lal 162 17.5 1 TABLE14B FLncnoruapaGBy Scttastrate 2.7k Concrete 3.5k c=- rams me) HoAow CMU Filled C@Iti PTWOW I ArthccTYPIK Vi6l'ElcoUltr�on 114"ElcoUltMcn 5/16" Elco 3/16"ElccUitracon 1J4^ElcoUltracon 1O SS Elco A9�OaIo6 5/18" E lto Ultvan 1f4"SS EIC0 AggreGator #10Steel Screw(W) #12St-I Screw PS) 41 scr Anchor CUP Pa#Ams U111aCon 2-1r2" 3-1/8" i" 2 Tr2 1" 2 1r2' 2^ 3416" 2' IDAer 0.54" [ Edge Dtatance (kip. Embedment } 1" 1 3r4" 2112" 1 914 1" 1�3r4" 1-aW 2 1-1/4 i-1f4" 1-v4" - 141r4^ 1-114, 1-1/4, 2" 1-3l8" 1�It3 4 AnCt�rs ®3' Mn. O.C_ / (2) a 5Angle UPS f (F19- V 7W Ita 780 Ibs 6801bs -M lbs 1896 lbs 840 I� 5801bs NIA 7sll lbs 748 ibs B80Ibs T�2 Ibs 682 IDs 885 lbs 72 TABLE NOTES: 1)-SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON I 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 SHEE ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. I HOLG 1 JH mulffan Capaoiiy Table (Ibsiliz Opening Wift (for vertical"pandng mullions) or Opening Heigh (for h0rizcntalhl-sparuvtkg MUlions) 50 In 60 In 70 in 80 in 90 In Ion in 120 In Rectangular Trap/Tdang. Rectangular 7rapliiiang. Rectangular TraplTdang, Rectangular Tralimlang. Rectangular Trapi7riang. RectanguY:rr Trap/Tdang. Rectangular TrapiTriang. Rectangi 3.26" 31D Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading l oadim, DEG. AL106'220 ;r a i is Cn S/a+Y MULLn m .. m y1 m w � � m EL n 170.0 435 170.0 744 170.0 478 170.0 866 170.0 606 170.0 992 170.0 5i9 170.0 1116 170.0 621 t70.0 1240 170.0 521 170.0 1408 170.0 521 170.0 T 461n 170.0 709 170.0 624 170.0 860 170.0 584 170,0 892 170.0 830 i70.0 1133 170.0 661 170.0 1275 170.0 677 170,D 1417 170.0 660 152.2 1522 170.0 680 130.6 1 50.B26Sn 170.0 747 170.0 583 170.0 888 170.0 631 170.0 1046 1T0.0 684 170.0 1195 170.0 723 170,D 1345 170.0 747 164.2 1443 170,0 765 136.9 1443 1-10.0 756 117.3 1• 541n 170.0 797 170.0 612 170.0 M 170,0 691 170.0 1116 170.0 764 170.0 1275 170.0 em 160.4 1363 170.0 837 144.3 1353 170.0 855 120.3 1353 170.0 t361 103.1 1 BO in 170.0 885 170.0 741 170,0 1063 170.0 797 167.0 i218 170.0 878 146.1 1218 170.0 944 129.9 1210 159.8 936 116.9 1218 1511 924 97.4 1218 146.1 913 83.5 1: 63in 170.0 930 170.0 745 170.0 MID 170.0 850 150.2 1160 168.8 933 131.4 1150 163.0 914 119.8 1160 141,9 898 105.4 f150 134.2 US 87.6 1150 126.7 871 75.1 1 t 66in 17D,D 974 170.D 789 152.4 1D48 165.8 881 130.6 1048 146.6 864 114.3 1048 133.1 660 101.6 1048 123.4 839 91.4 1048 11&6 MCI 76.2 1048 109.4 ti21 65.3 1, G 117.4 880 125.0 748 100.6 860 110.6 734 06.0 840 100.0 722 78.2 880 92,0 712 70,4 880 882 T03 $8.7 880 79 2 683 50.3 k 72 in 140.6 800 141.0 764 751n 119.7 790 125.1 690 99.8 790 106,4 676 85.5 790 93.3 663 74.8 790 83.2 652 65.5 790 789 843 59.9 784 71.7 635 48,9 790 65,1 624 42.8. 7 781n 110.8 750 115.5 867 92.3 750 98.1 644 79.1 750 85.9 632 69.2 760 77.1 621 81.8 750 70.6 612 55.4 760 $5.7 605 46 2 750 59.4 694 90 in 72.1 589 74.4 500 60A 563 W-9 491 51.5 5663 64.8 483 45.1 563 48S 475 40.1 So 44.4 468 36.1 563 40.9 462 $0.0 563 36.2 462 25.8 E 98 in 59,4 495 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.D 495 38.1 416 29.7 406 33.2 400 24.6 495 29.1 400 21.2 4 108In 41.7 '301 42.6 353 34,8 391 35.9 348 29.8 301 31.1 342 26A 391 27,6 $37 23.2 391 24.9 333 20.9 381 22,6 328 17.4 391 19.7 321 14.9 Ili In 38.4 370 39.2 335 32.0 370 33.0 3-- 27,5 370 28.6 325 24.0 370 25,3 320 2t.4 3T0 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 1201n 30.4 317 30.9 Z89 26.3 317 26.0 264 21,7 317 22.5 280 19,0 317 19,9 276 1 16.9 317 17.9 1 273 1441n 17.fi 220 17.8 203 TABLE15B - Substrate: Anchor F Type: 2.7k Concrete Anctlbr a acl 3.5k Cono. Iacl8 ms Hollow CMU Filled CMU PT Wood 3118" Eloo Ultracon IW Eloo Ultracon 5/16" Elco Ultracon 3/16" Eloo Ultracon 114" Etoo Ultracon 1I4" 3S Elco AggleGatar 5118" Elco Ultracon t/4" SS Eioo AggreOator #10 Steel Screw (G5) #12 Steel Screw (G5) t#1 Sc Anchor Clip Patterns Edge A(stance (in): 1" 2-1/2" 3.118" 1" 2112" 1" 21/2" 2 3 v8 2" 0.48" 0.54" I Embedment (Ink 1314" 1-3/4" 1-3/4" 1.314" 2" 1-1/4" 14/4" 1-1I4" 1-114" 1,114" 1-1/4" 2" 1�18" 1-3/8" 2 Anchors @ 5" Min, O.C. ! (2) 2x5 Angle Clips I (FIg.1r 39D lbs 390 lbs 450 Ibs 890 lbs 1700 Ibs 270 Ibs 280 lbs 354 Ibs 740 Ibs 374 Ibs 720 Ibs 946 Ibs 341 Ibs 442 Ibs 4 Anchors 3.5 Min O.C. ! (2) 2x5 Angle fps / (Fig. 2): 780 Ibs 7801bs 790 Ibs 1670 Ibs 2525 Ibs 540 ibs 5e0 Ibs N/A 1120 Ibs 748 Ibs NO Ibs 1892 Ibs 682 Ibs 885 lbs 1 6 Anchors @ 2.71" Min, O.C,1(2) 2x5 Angle ClipsI (Fig. 3): 1120 lbs 1120 Ibs 958 Ibs 2296 Ibs 2254 Ibs NIA 840 lbs NIA 1059 Ibs NIA 1320 lbs N/A 1022 Ibs 1327 Ibs 1 FIGURE 1: o e 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 H6L,C i Q/-i Mullion C-apapity Table bs/ie Opening Width (farvedca*spanrdng mulrtons) or Opening Height (for hoftordaksperirling mullions) 50 in 60 In 70 in 80 In 90In 100 in 120 in 325" 46 Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTdong, Loading Rectangular Loading Trmplidang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading TraplGiang. Loading Rectangular Loading TraplTdang, Loading Rectangu Loading DEG. AL BAY Ni41L! � a to � `& °a U o p 3 � a ci C ('�7• O C it a �v g � � U C EY 91; � immi U a is t° - Q � a co C �` J cLG � _ UG L '�Egg U L '.' a C1v =GG C �p O� r ts CVOy�51• �La U C �G� Uro m O` C �LG a L�a s �a 1; U G 'L'•Ga •a m QrL aT. v �L4 ^ �7y p� o .t7 4Ir U L�tr6 .+ O U y�� SU° c p d�'G ^q r16? j 'i� a �rl: c "� S4R' m y^ U o yR •�yy. 4 1 �G a 4d 2 Q c �d'G m 170.0 435 170.0 744 170.0 478 170.0 s88 470.0 506 170.0 992 170.0 M9 170.0 1116 170.0 $21 170.0 1240 170.0 $21 170.0 1488 170.0 521 140.3 17 421n 170.0 6 00 48h 170,0 70B 170.0 624 170.0 B50 170.0 584 170.0 992 170.D 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 1f 50.525 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 755 123.1 1: 54In 170.0 797 170.0 612. 170.0 M 1170.0 691 170.0 11.16 170.0 754 170.0 1275 170.0 603 1TDA 1434 170.0 837 1652 1455 170.0 866 129.3 1455 170.0 061 110.8 14 60 in 170.0T2301T0.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 157.1 13D9 170.0 044 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 7308 157,1 882 89,8 1; 631n 170.0 745 170.0 1118170.0 660 182.9 1247 170.0 940 142°5 1247 164.5 983 126.7 1247 1528 965 114.0 1247 144.3 962 95.0 1247 136.2 936 51.4 1.66 in 170.0 789 170.0 1169170.0 903 1190 163.7 965 129.8 1190 147.9 845 115.4 1190 136.6 928 103.9 1190 128.4 914 66.8 1190 110.5 896 742 11 c 72 in 161.6 877 134.7 1010 144.6 859 1010 127.2 842' 101.0 1010 114.7 828 89.0 1010 105.6 817 80.8 1 Dt0 98.9 807 67 3 1010 90.8 795 57.7 1i .01761n 137.4 792 114.5 906 122.0 776 rl 606 107.1 76185.9 9[i8 96.2 748 76.3 908 88.2 738 88.7 806 823 729 57.3 806 74.7 716 49.1 9� 78in 127.1 861 132.5 754 105.9 861 112.5 738 881 98.6 725 79.4 W1 88.5 713 70.6 $61 61.0 703 63.6 861 75.4 894 53.0 851 `646 88.t 681 45.4 el 90In 8Z7 646 85.4 674 63.0 64S 72.1 5s4 59.1 648 62.9 554 51.7 646 56.1 546 46.0 646 50.9 537 41.4 848 47.0 530 34.5 41.5 1 519 20.5 6 96 in 66.2 568 70.1 Soo 56.8 588 69.1 409 48.7 505 MA 491 42.8 568 46.8 483 37.9 SIM 41.4 470 34.1 50 36.1 470 28.4 508 33.4 459 24.3 S 1081n 47.9 449 48.9 405 39.9 449 412 399 342 449 35.7 393 29.9 449 31.7 387 26.6 449 28.6 382 23.9 440 26.1 377 20.0 449 22.7 368 17.1 4 Min 44.1 425 46.0 1 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 202 362 22.1 425 24.0 368 18A 425 20.7 350 15.6 4. 120in 34,9 304 35.5 331 29.t 364 29.0 326 24.9 304 25.8 321 21.8 364 22.8 317 19.4 364 20.5 313 17.5 364 18.7 309 1441n 20.2 253 20.4 233 16.3 253 17.1 230 TABLE 168 Ancnor�a a q ity lauta ins Substrate; 2.7lt Concrete 3.6k Cone. Hollow CM Filled CMU PT Wood t Anchor Type: 3/1ti' Elco Uitracon 114" Elco Ultracon 5116" Elco Ullracan 6 Elan Uitracan k2710 1/4" Etco Uihacon 1/4" SS Elco AggreGator 5116" Elea Uthacoe 1/4" SS Elco AggreGator #10 Steel Screw (G5) 412 Steel Screw (C35) #1: Scr Anchor Clip Patterns Edge Distance (In): 1" 2-112" 1" 2-112" 3-118"" 2-1(2" 1" 2-1/2" 2" 3118" 2" 0.48' 0.54" C Embedment (In): 1 314" 390 lbs 144" 390 Ibs 1-314" 450 Ibs 1-3/4" 890 Ibs 2" 1700lba 14' Ibs 1-114" 280 tbs 1-1/4" 354 Ibs 1-1w 740 lbs 1-114" 374 lbs 1-1/4" 720 lbs 2" 948lbs 1-98" 341 lbs 1-3/8" 442lbs 5I 2 Anchors @ 5" Min. 0.0,1(2) 2x5 An Clips / (Flg.1y 4 Anchors @ 3b" Ititin C.C. I (2) 2x5 Angle Clips I (Fig. 2$ 780 Ibs 780 lbs 79D lbs 1670 lbs 2525 Ibs 540 lbs 560 lbs NIA 1120 lbs 748 lbs 860 lbs 1892 the 682 lbs US ibs 11 6 Anchors @ 271" Min. O.G.1(2) 2x5 Angle Clips / (Rg. 3): 1120lbs 1120lbs 958 Ibs 2246 Iba 2264 lbs NIA 640 lbs NIA 1059lbs MIA 1 13201bs I NIA 10221bs 1327 Iba 1E 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. 11-4 I[fC A. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. --� 1.000" 1.000" (-�- FIZEZZZZO 126" a�175 25" 2.000" 2.000" .126" " r -T 1" X 2" X .125" MULLION 1" X 2" X .375" MULLION 6063-T6 ALUM, 6063-T6 ALUM. X-SECTION X-SECTION �-.1z5" STANDARD CLIP 2,000" 8063-T6 ALUM. XSECTION .125" 9- 5.500" CUT HERETO .375" �, 3.125"- - --� .375 GREATS F-CLIP, SEE MIN. MIN. _ DETAIL F, SHEET 4 - - - - - - - i I r------- I A L-- - - - - - L--------I / L STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY, SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 11160. 5.500" � .375" .375" MIN. MIN. -r IF ------------i---------- Mi/ 2.126" U-CLIP 8063-T6 ALUM. X-SECTION .125"T L .740" F-- q i I I ! .338" MIN. U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY, SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". /11 1 '1 1 1 1 1 1 1" X 2.75" X .650" MULLION 6063-T6 ALUM, XSECTION -^i I---.125" 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION .125" 5.000" .376" MIN.:: { L °'--"------------ ----- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER; ANCHOR DIAMETER+ 1A6". 2A 6 Mull Dimension (sheet#) PGT Part Mullion Sid. Clip Offset Clip U-Clip A 1" X 2" X .125" (5) 66605 666113M 66611 IBM 666243M 1" X 2" X .376' (6) 666006 666114M 666111 SIM 668244M 1" X 2.75" X .375" (7) 66607 1 666115M 6661120M 666245M —►I 1.000" --1 i.000" I-- 1"X4"X.375" i MULLION 6063-T6 ALUM. X-SECTION 1.25" X 3.26' X ACO" 125" X &25" X .624" MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X SECTION --2.661"---- p 1.062"-1am ffi.386" .06rI__ .438I U. •125" STANDARD CUP 2.625" 2.000" 6063-T6 ALUM. X-SECTION t 125" .9 25" .031 1 1 uv 1" X 4" X .375" "T"-MULLION 6063 T6 ALUM. X-SECTION --1 .820" F-- 1.25" X 3.94" X .624" MULLION 6005 T6 ALUM. X-SECTION 3.460" .125" I I 45° ). , 5,500" 740" -j--� .1250 I 2.125" U-CI 6063-T6 X-SEC 125"� CENTER OF ANCHC DASHED BOUNDAR ANCHOR O.C. HOLE DtAMETE S. 375" ,375" 125" CUT HERETO �'� _CREATE F-CLIP, SEE MIN. I DETAIL F, SHEET 4 i t ! I I I I 1 I I I ! I I I I I I I I I I I I ! I I I I I I I I I I I I I 1 I I L_ Ck. STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6053-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR Q.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER f 061. .375" MIN. i I ! I I I 1 I I I f I I 1 H I .375" CENT ANCF MUST THE I: BOUN SHEE FOR l ANCF DISTP MAXII' ANCF DIAMI ANCF DIAMI U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Value F 3.9 O 1.0 H 2.6. 1 3.0 F 3.1; G 0.7. H 2.4 1 3.01 F 2.2., G 0.7, H 1.s 1 3.2; TABLE D TART K 1= Mull Dimension (sheet#) PGT Part# Mullion Std. Clip Li -Clip Angle Clip 2" X 4" X .25" (16) 66602 666261 M 666271 M 6665112M 2" X 6" X .25" (17) 66604 666262M 666272M I 6655113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. EE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS STANDARD CLIP 6063-T6ALUM. 2.000" X-SECTION 1 r-.125" 3) S 5.500" CUT HERE TO 3.500" CREATE F-CLIP, 375" 375" SEE DETAIL F, MIN.-SHEET4 MIN. r - - - - - - - - � ---- I -- -----� I I I I I I I I I I I I I 3.438" 2"X4"X.25" MULLION I I 6063-T6 ALUM. X-SECTION L- ----- ---I-- r---------- �- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ V16", �—z000"------1 50" 6.0 0" .375" MIN. 9 CUT HERETO 500" CREATE F-CLIP, SEE DETAIL F, I r-SHEET4 -T I .375" MIN. 4.688" -►�--.125" U-CLIP 2 125" ( 6063-T6 ALUM. X SECTION f .125" q 9- U-CLIP, 6063-T6 ALUM. — — v A" \Al If 1 In AI Q[ .376" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHORO,C. _ DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1147. THE OP MU1 LEA NO ANCHORS IN HEAD `- SEE SEE FENESTRATION DETAILS, PRODUCT'S SHEETS APPROVAL 2.3 2" - LION GTN SEE DETAILS, SHEETS 2-3 NO ANCHORS IN WINDOW SILL 32"32° �i --MULL WIDTH OPENING WIDTH 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING V% RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE W DESIGN PRESSURE OF +60.01--60.0 PSF, IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE: DEF NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X A50" MULLION (LENGTH = 72", OPENING WIDTH - 70") HAS A DESIGN F OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD S( ANGLE CLIPS WITH (4) #i:12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE 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 T INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERM THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY RE (80 PSF) X ( 636 LBS \ = 524 9 Lj3S (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF j THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WIN[ DESIGN PRESSURE OF +50.0155.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THP MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE I EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, FROM TABLE 3A, SHEET 7, THE 1 " X 2.75" X .375" MULLION (LENGTH a 108", OPENING WIDTH = 80") MEETS THE DEI MULL WIDTH SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. - FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (LENGTH =108", OPENING WIDTH = 80') HAS A DESIGN F FOR THE OPENING AND MAY BE USED IN THIS APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LB: 32" SEE SEE FENESTRATION DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTS PRODUCT'S SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNAT APPROVAL 24 THE 73" DIMENSION (35-1/2"+35-112"+2"=73"). �— 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRE CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE VERTICAL J J L J �_ J MULLION •� •� USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANCf LENGTH S SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. DETAILS, DETAIL E, $ SHEETS 2-4 SHEET3 FOR THE HORIZONTAL MULLIONS: OPENING HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZC FOR HORIz " // MULLION 72 / MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COI USED, FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT =120") HAS/ REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQ SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUI SHEETS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FA 2-3 /A1 414F" I It TRAf'.nf%l AN(`-I4n;2C AT AN P:n('P ()IRTAN('.F OF 1" GIVER AN ANCHOR CAPACITY OF 540 LBS WHICH IS t EXAMPLES OF RECTANGULAR LOADING. LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED I I LOADING OF VERTICAL MULLION I WITH INTERSECTING HORIZONTAL MULLIONS I � a SGD EXAMPLES OF TRAP LOADIN- PW