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HomeMy WebLinkAboutProduct Approval (2) ST. UCIE COUNTY BUILD-MG DIVISION REVIEWED FOR COMT;VANCZ REVIEW RY K �JN24d1 )ATE pM�IA 1• E PLANS ANVIFERNUT MUST BE W J'OI3 MIAMI-DADE COUNTY OR NO INSPECTION WILL BE MADE. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODEADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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(AH]). This NOA shall not be valid afterthe expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within-their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of.the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone: DESCRIPTION: Series `F+G'I lrppetixtruded A�iiffi1Dum} , ealVCullion L.M.I. APPROVAL DOCUMENT: Drawing No.-630Z13R, titled "Impact Resistant Aluminum Tube Mullions", sheets 1 -through• 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise, noted herein. RENEWAL.of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal-of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County; Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOANo.16-0218.03 MIAMI DADS COUNTY Expiration Date: May 26,2021 Approval Date:April 14 2016 Page 1. PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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' B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 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 NOA No. 10-08.19.05) 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 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a M P.E. Product Cont oI aminer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued.to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr I E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date:April 142016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE A MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE L EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES......................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS ............ i o FIGURE 1: ELEVATIONS............ 1 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLEDUNITS.MULLIONS MULLTO 2X WOOD..»....„,._..........2 0 MULTIPLE OPENING WIDTH FORVERTICAL MULLS ARCHESTOBE MULLTO IX&MASONRY.........»...2 gX MULLIONS — SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 Z RECTANGULAR NOT HAVE A GAP OF MORE THAN 114”FROM THE CUP. A-D.G.It MULL TO MASONRY.................,,_.3 N SHEETS 2.3 SHAPE MULL TO STEEL STUD_.„._.»_......3 � _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL............__......-.....3 L DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHORSPECS.................-_..„...3 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE cLIpS».. ,..,_.._..q Z / \\ BAY MULL INSTALLATION-»....„_..4 O 1 X2X.126MULLSPEC6.....----.._6 J r/ lJf 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS..�__.._.S -I W INSTRUCTIONS. _ ! 1 1 X 2.76 X.376 MULL SPECS....»....7 1 i X 2.75 X.66 MULL SPECS............8 z �L 0)SEE DERAILS ( I I 1 /j1 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.508 MULL SPECS_......9 W 0 sl im o O -3 1 SEE DETAILS HEFTS2 3 Er5I!I 1 ATHRU G: ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X4 X.376 TUBE MULL SPECS_..II Q J - - I -- 6HEETs2.3 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN ........PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1 X 4 X.375'P MULL SPECS11 I / I /! OFEkNG 1.26 X 3.25 X.1005 MULL ULLSPE 03...12 VST• HEIGHT 1.26 X 3.26 X.100 MULL SPECS.-13 Z MULL 6)WHEN FINDING YOUR SIZE 1N THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X3.25X.82a MULLSPECS.._Aa C3 LENGTH HORIZONTAL 1.25 X 3.84 X.824 MULL SPECS,-IS SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS....__„..,.18 5 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 8 X,26 MULL SPECS._..._.,....1T Q v � r AS APPROPRIATE FOR SUBSTRATE MATERIAL 1.28 X 2,11 X.126 MULL SPECS_18 DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT f- o REACTIONS. 36'X 3.26 BAY MULL SPECS...._...15 45'X 3.26 BAY MULL SPECS.--..20 � O MULLION&CLIP DIMENSIONS_...21.23 ►- �� �Q a FENESTRATION B)REFERENCE:TEST REPORTS:FTL-6443;ELCOULTRACON(AGGRE-GATORNONS EXAMPLES 1&2._........._...............24 V3 �- PRODUCTSMAY LOADING EXAMPLES...,.....»».._._..26 fi) BE CFANYiYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING M�A)� CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z 0 t f I i I BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, UUJ Q �: '0 O / 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL 0. Z rn ORIZONTAL /3 A D GIs 11)QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LH MULL SHEMS2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NAA, LEN' HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS; 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT,(LBS(FT')FOR THE OPENING USING THE ASCE-7 STANDARD. HORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. '1 LENM t ” r—oPEwNo wIDTM- t'— —'1 T1•� 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR'OR'TRIANGULARRRAPEZOIDAL', OPENING PRODUCT Rwith am 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSlFT'1 FROM TABLES 1A THROUGH IBA,ON SHEETS S THROUGH 20 RESPECTIVELY,USING HEIGHT av comPfyin6 with{LIC FIDTwL FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE BWlding Code OPEN HEIGHT oorLENGTH >! FORVERT, MULLION CAPACITY(LBS/Fr)OBTAINED SHALL.MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM)FOR THE OPENING OBTAINED INAcaeptmwNoMULL STEP 1). B Irdl Data Lm5)FROMTHESAMETABLEUSEDIN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS.THIS VALUE off«REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BYTHE ANCHORS AND MUSTBE METTO ATTAIN THE FULL MULLION CAPACITY. t1 (/ SINGLE MULLION 9RLEMULUON foRVERT1 NGWIOTH ANCHOR(UBSTRATRANCHOR-CLP 6)FROM THE ANCHOR CAPACITY ATTERNMAY APPLTABLE ON THE Y)SELECT AN ANCHOR CLPPATTERN AND RIFYE SHEET AND USING YOUR ACTUAL SUBSTRATE CTHAT THE EREQUIRED ANCHOR LYNN�pjl�rrjrr --IFORVER11MI AL CAPACITY IS MET. �`��a'�t,.• V\CENS,F'•.F� SEE CORRESPONDING DETAILS MULTIPLE MULLIONSTi r ' 1c 1` FROM FIGURE i ABOVE. 7)IF THE MULLION CAPACITY(LBStM)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSTT'1 FOR THE N0.48705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED. Lt/' �20i4 FLORIDA BUILDING CODE(FBG),STH ED{TION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT°)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLI6N �O TE F t(/ *ANStiAF&PA NDS 2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT2)OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION *ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. �irC�s .... .• `1t? AI8MS10O-GVS2-2010 B}HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT, rr A.NN *5lp 1 rG t� )YE' FL P. . 58705 AR e to DETAILA: DETAIL B: MULLION g'-1 o MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BucK3TRIP TYP.ANCHOR Z4, OR WOOD FRAMING WOOD BUCK AND MASONRY ATTq Ni SERSUBSTAgRAM x taB E (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY p7HERS, 1E NOTE 1, tV MULLION I SHEET I. ::'..}:;.,..•.,'I Do 5 i � � 1 ..."::: .� , r ::�:•'. to N EITHER7HE i I SEE SHEETS 129 FOR HOLb b! MN 2.7 KSI - EDGE2 . CONCRETE OR CMU' DISTANCE LOCATIONS A a , SEESEE TABLES EDGE EDGE DISTANCE i&100 DISTANCE FORMASSNRY lk> .d FORWOOANCHORS LuQ SCREWS AX R o SIDE VIEW fO� Q M .. •4 ALL MULLIONS d.• 4 ' a a• ° e ERHER THE � �IUU-- � a' 9TANOAN00 � �, 4 d. OFFSET MULL Z %� �• a ? Ls a, a CLIP MHY BE g �jI IN87ALLED 8Y z d EXTERIOR EDGE Tm3THOD. = N Z d ,y.. DISTANCE 4 ..4 a FOR aa' ad Q Q MASONRY o . „r^� a THE OFFSET Cl1P i3 ANCHORS Lr,rC RECOMMENDED FOti EXTERIOR DO a d e FlN FRAMED Y WINDOWS,8UT MAY A440 BE USED FOR 4 Q OTHER FRAME TYPES. in T/l 7q O O TYP.ANCHORTYP.ANCHOR ma TYP.ANCHOR PERSUBSTRATE, PER SUBSTRAW, —1 PERSUBSTRATE, J SEE TABLES IS-168 SEE TABLES ID-105 SEE TABLES IB-IOB / EDGE/END DISTANCE BUCKSTRIP SEE TABLES AND EMBE MENT BUCKSTRIP 1B•18B T ,; .•' ATTACHMENT AND EMBE MEM' :i' BY OTHERS, .. ATTACHMENT j ,'.}'' •-+,••.',,j SEE N07E 1, .:�! •'I BY OTHERS, q' ,i. • 4 SEE NOTE I, r. •.. , '?' •;�:'• SHEET I. r..• ,•.::'•�,. :1.... MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT REVISED as complying with 9w Flo" FRONT VIEW Do"h 0 Curie Acc Manx Wo 011 ,0-2 INSTALLATION NOTES: Br 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, MIaRI Troduct 1111 i 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �� D��V LYNN ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ,••'4�;FNSN'' 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. ;r '�'' 05 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHFAD OR FLATHEAD. = No.587 _ 7 4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. p 6IS F 5)FOR MASONRY APPLICATIONS IN MtAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED J ��''•.�Lpl11OP•''�(j ELCO ULTRACON OR ELC01I4"S.S.AGGREGATOR MASONRY ANCHORS. o ANi LLEAl M.E. FL P.--#58705 DETAIL E: DETAIL C: —t .126,MIN. MULLION TO MULLION ° h�a MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: �E MASONRY STRUCTURE MuwoN (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR-CROSS' (STANDARD CLIP SHOWN) INTERSECTIONS. a VARIES 2)MAY BE INSTALLED HORIZONTALLY 1 i TYP.ANCHOR (SHOWN)OR VERTICALLY. STA HNDARDO I PER SUBSTRATE, lV OFFSET MULI. I 1 I SEE TABLES 18.130 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 'B m CLIP MAYBE I I•' TOP VIEW FOR CORRESPONDING MULLION. tom INSTALLED BY !1 I EDGE DISTANCE MULLION Z U) THISMETHOD. 1 ( 1' .. v FCRMASONRY 0 ANCHORS VARIES'"�"—"1 J w p12STELSCREWS, 1 " SEUT DRiLLINOOR PRE-DRILL S� Q' U) `Y MULLION AND USE SW W o 3DO in EXTERIOR 4a4 8 ` ` MULLION Z tD EDGE DISTANCE ° THE OFFSET CLIP IS Q FOR MASONRY—o ° a RECOMMENDED FOR ~` Z_ U ANCHORS '. FIN•FRAMEp .- ZINTERSECTION 5 WINDOWS,BUT MAY ��J � [FL AL808E USED FOR L•s � °Q ,p OTHER FRAME TYPES. EXTERIOR 1 Q z U�CLIP TYP.ANCHOR '.4 Z PER SUBSTRATE, 4 SEETABLESt8.138 0 ,� r TYP.ANCHOR SEE SHEETS 21-23 � � • O St1CKSTR3P PER SUBSTRATE, HOLEOLE LOCATIONS Q � AND SEE TABLES 10-138 FRONT VIEW EDGE ATTACHMENT W --I BY OTHERS. DISEESTANCE Q Y EMB MFM' �,. SEE NOTE I. T1AB 3B .':• ` 's ..'`:.•,2 :• EDGE -'+•DISTANCE 0 MPI2.7 KSICONCRETEOR CMU SEE TABLES SIDE VIEW � a MW 2.7 KSI CONCRETE OR CMU 18.1311 e5 FRONT VIEW SIDE VIEW DETAIL D.- MULLION :MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STAUOTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP'ANCHOR PERSUBSTRATE. 5EE TABLES 1&138 2)QUANTITY OF ANCHORS AND MULLION 512E SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a ` SEE SHEETS © PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY 13 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE `` �„ E SH FOR as coDUCTplying EVISE Florida CORRECT QUAN7ITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ;\\` HOLE Building Codewith FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Auildngcoel Ce No1(p•r'e�$,!Y"3 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ^•�., MULLION ® Ezpi,w Date 20v 4)W000 BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. /� ® NII D243 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE ��� {�.YNN qq ELCO ULTRACON OR ELCO 3.3.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES ......... .••••..�� / FRONT VIEW 16GAANDCOMPLIANT WITH THE FLSUILDINO 13.1 '�YCENs�'' CODE.A 2X WOOD BACKER MUST USED. ti : ATTACHMENT BY OTHERS, �r EXTERIOR use wooDANceat:sPEcs SIDEYIEW _ ND•58"105 fir: NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 16 glu' ANCHOR VALUES MAY BE USED. % () F 2)SEE CORRESPONDING MULLION TABLES, , SHEETS 6-2D,FOR QUANTITY OFSCREWS. A�'LYNT}IFtyIAIL_kLEA,P.E. FL P.E.#68705 DETAIL F: � DETAIL G: DETAIL H: � xx FIELD-MODIFIED MULLION CUP ANGLE MULLION CLIP 5 (F-CLIP) (ANGLE CLIP) SAY MULLION INSTALLATION a (ANGLE CUP) �• � a SEE DETAILS A-E, LSY a' SHEE182AND 3 FOR INSTALLATION 3V OR 46' 6 itt1�� TO SPECIFIC SUBSTRATES. BAY MULL u MULLION N 0 0 z �aL O ' 0 0 O 0 0 0 O O TOP VIEW J j _ SIDE VIEW Lu O SHOWNWITHI'X4•X.126' I TOP VIEW I t �° to M }' � MULLION EXTERIOR t I i /— EP RSUesrRR ] O I / SEETABLES 16B OR 16B z , STANDARD MULLION CLIP I TYR ANCHOR I PER SUBSTRATE, 1 1 EXTERIOR CONDITIONS. S.FIT FIELD i SEE TABLES 10.148 � O'- CONDLTtONS. ' I I I YX6'ANGLE IXlP, Z z 1 1 I 2 PER MULLION END,MUST BE QD � MULLION I I t INSTALLED INSIDE OFSAYMULL. I I II I I QJ 1 2*XS*X.12VH I I I I ANGLE CLIP, 1 I 2 PER MULLION END, U Z Q /fA I MUST BE INSTALLED b I INSIDE OF MULL. .6 1; O - � -1 I TYP.ANCHOR cb PER SUBSTRATE. SEE TABLES 1&14B INTO WOOD, t� STEEL,ALUM INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR ORMASONRY EXTERIOR ALUAI,CMU OR MASONRY MOOIFIEDIN•FIELD. EXTERIOR Y OE pµC>1°RS ^'� `~~ "�'• PRODUCT REVISED as complying with Lha Flollda BalldingCod. INTOWOOD•STEI., AcocpmiceNo V-- ® ALUM,CMV OR MASONRY F-Vimtian Daze tL) EDGE 1.../ DISTANCE By PER ANCHOR MF6nd 6 hOtAIG DISTANCE E PERANCHOR D NOTES FOR INSTALLATION OPTION G&H: LYNN M/L(������ 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ``,��'d•'•YGEIJSE •,�',Q ter,, NOTES FOR{NSTALLATtONOPTtONS F• � .• 4 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 126'X 2 V X.125'MULLION. 2)DETAIL G:SEE TABLES 1B•149 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE ;S 140•r18705 LOCATIONS. — fY 2)SEE TABLES 18•13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3)DETAIL H:SEE TABLES 150 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE „O g' U.!•" 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. y FL 58706 TABLE 113 Mullion Capacity Table Ib8812 OpeningWtd81(iorv9ril-*ep9mip muflona)crOpeningHeSght(for todwrtaillr-sparnirgmsLlions) 50h 60 In 70 in BON 901n fODN iZON 140 In 160 in o Reetangukr 'aepnganp. Root or Tra MWV. Rwetbnpufar 'III eng.- Re .' Remenpukr Tmp171fanp. Rwctanguiar Trep/rdeng. Rectengulwi TmWrdang. Rectangular TieRrrdeag• Reclangutar 7roytRtwng. ReotengWar "OelYfdeng. 4 1X2%.126 Lowing LoadN9 loafing L°aft Loading Loadna too Loading Loading (nadng Loading Loading Loading Loading Loading Loading Loading Loadng AY Alum.Tuba & b '91 F b _ _ r L_ �g _ _ �_ � kkii a Mullion '9 1 �1 fi 11 g dg 3�a iYillf, to � F •� W 42N 111.9 1 408 129.5 332 83.2 408 218.6 525 78.0 449 1107.8 321 69.9 408 194.4 318 82.1 df1S t04.0 329 65.9 418 104.0 319 458 408 104.0 319 38.9 409 104.0 319 36.0 468 104.0 419 48N 74.9 aft B38 288 82J 312 73A 262 61.6 312 07.0 219 1013 512 831 246 41.8 012 81.3 244 37.8 312 81.0 7134 012 012 85.0 244 29.9 LU 312 81.0 2M 25.4 312 d1.0 214 50M5 In 531 261 70.6 234 632 281 81.5 228 45.0 201 65.1 224 39.9 281 52.1 272 35.6 281 50,1 220 31.0 201 49.3 210 28.6 28f 48.3 219 22.8 201 49.3 21g 20.0 281 49.3 219 ,t 54 in 62.6 247 67.5 207 43.9 247 49.8 202 37.8 247 44A 189 32.9 247 41,8 100 201 247 32A 194 20.3 247 38.4 183 21A 247 30.1 103 M 247 30.1 103 t&4 247 30.1 403 m O O 60 In 3513 200 41.2 170 32,0 200 35.4 168 27.4 200 31.5 183 24.0 200 28.0 160 20 200 27.1 159 191 260 25.0 107 18.0 200 25.0 168 (0 p 63 In 53.1 161 3513 155 27.6 1B1 30.3 152 23.7 161 20.0 140 201 101 24,5 146 18.4 181 22.0 144 16.6 tat 21.7 143 60N 28.9 186 30.5 t42 24.6 165 29.1 139 20.6 165 23.1 138 48.0 185 21.0 154 Z 12h 222 ]39 2a13 120 18.6 139 19.9 118 1513 130 17,6 110 7th 1913 126 19.7 108 16,7 128 18.8 107 ---CCC333 70N 17.6 its ia1 10{ L I -j rr TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: pyo p An horGanotiltvTablogbal ANCHOR CAP,,,,:_ �`- Subsbata 2.7k Concrete 3.611 cone. ikaowCMU FOM CMU PTWMd McN1 (D_)X( =ANCHORCAP..", .- MU Lion IA,.,_a, anchor 7gpa: Wier,Ecco Uluacon 114•Elo01.9twon 5118'Ebo viol Eko IgIrmon 1141 Ek°UtWoan 114.88 Eko dJt6'EIM 1!4.88 Eko 810 BIeN 51281eei 812 Steel W N N Y AnahorCllppaitem9 Ulu" AppkGMor Ultleeon ApgreWor Samw(05)8eavr(G5) S=W(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR a Eapa IXwtarwa(h1: Y ail° i• 2-irr 3.118• 1• 2-ire t• 2-i2• 2• 34x9• 2- 0.49° 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN � EmhMmenl 1-3,4" 1.314- I ve i-v4• 2" 1-114" 1.14• 1.14• 1.14" 1.14• 14741 r fare, tare• rants ACTUAL PRESSURE REQUIREMENT FOR THE X O O 2Anohoro d$d.767'Mh.O.C.rBta or0800i pip(Fq.tz 990 ks 396 aU d50 tba B901w 1844 i6s 270[Do 256156 354 fba 74003 374156 664156 848 Mw 3411M 4421bs moms OPENING,WHEN IT IS LOWER THAN THE MULLION a8v- U) in 4 Anchaa lq 1.15°Mh O.afgkMord(wOdap Cay(Fq.27 49a 1w 7000E WA N/A WA wA no lbs WA WA WA WA NIA 682[be MIM 1120roa CAPACITY(FROM THE TABLE)OF THE SELECTED .2 "go- iarahaw b83•MN.C.C,I(2)L18Anp1a rnya r(Fq.OX 780ks 78o hs 680156 159016p 16N ma d100u BaO ibs 5613 tootw 74&103 886108 1892 @a 862156 865iw 1120156 MULLION.IT WILL YIELD AMINIMUM ANCHOR 2 anotbra SAW Min.04M r u aq,h10.125"Awm.l7b.41 5613 5613 5613 5613 wA wa Wa 5613 wa wa wa NIA 5613 Rra 716 roc CAPACITY WHICH MAYBE USED TO QUALIFY f AncWIF0p(Fq.5k f96ms 195 fw 225 ms 446W 822 ma 135Iba 140 iw 177 In 370 rw large 332156 iziAm ping mw 221 an 28o iw ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors C JAVMN.0.0J F-01 .B 240156 3501ba WA WA WA WA 190156 WA WA WA WA WA 341 ma 442156 68lllw ANCHOR CAPACITY TABLE. 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 i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCT REVISED with ) as Mmylying with tho Flaid9 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ..� y,000+ '.... Bu"I Coda ) A, 111aoNO •Q� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16ROPENING WIDTHS IS ALLOWABLE. }� Bx Ind. A8i° I FIGURE 3: (I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT OWENSION3,SEE SHEETS 21-23. Niialnl e P oet HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000" FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 126" 4YNN A9g1"11,t// ET ' FIGURE*. FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL BE PRESSURE-TREATED i�2 ,• ',peNSg YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6003-TS AND BE A MINIMUM OF.1251 f4- ; THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT VX 2'X,1261 MULLION LEAST.125"THICK AND 1338.ALL ANCHORS INTO MESAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ • THE MATERIAL.#10&412 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. LLi A.LYNliiilh1�441r'R��'.E. FL P.E.#58705 TABLE 2A Mullion Capacity Table Ibelit' Diverting W)dth(for verdce*GpanrlogmlAtons)Cr0 eningHe)ght(forMdzontahy-sparringm(6tons) #� 601. 60 in 701. 801. BD In 100In 1201n 1401. 1601n 0( RooiaUnar i 718"arg. Rectangular Trapfulana ReatargWat 'fiv"mg. ReclergWar TrapRdarg. Roetamplar TWMWReWang+dar Tmprn ers. Realawat Tmp'Tgang. RecfaDptder Twmmg. Rectangular Tmwftl. 4 1%2x.376 1padbg Loa6ig Loading Loading Loodkg Loading Loading Loading Loadig Loedirg Loading Loading Loadmg Loading Loading Loading Loading Loading pY Atam.Tabe _ _ g a bb FF33 No Z `ate 42 In 1700 820 170-01 435 151.3 682 1780 478 129.7 682 1750 608 113.5 652 168.5 318 toU.9 682 1869 617 a$1 662 4669 617 71 802! 108.9 517 84.0 662 l8ae 617 66,7 682 IOU 517 461n 121.6 607 130.0 410 101.4 507 119.2 410 Bag 607 108.7 403 760 607 1028 399 67.6 557 99.6 397 60.8 507 Bao 390 00.7 607 89.0 396 43.4 507 99.0 390 350 807 BB.o 388 50.825 to 103.7 458 114.8 370 t1a4 456 �D 371 Tat 450 m.fi 364 84.8 466 848 35D 57.6 458 84.3 257 81.8 460 80-0 356 43.2 459 80.0 366 37.0 466 80.0 356 324 456 80.0 358 Ix lin 54 In BSA 400 93.3 336 71.2 400 80.9 320 81.0 400 727 322 654 4m 67.3 318 47-5 400 64,0 315 427 400 823 314 358 400 61.B 313 30.6 400 81.8 313 2G7 400 61.8 313 LUOQ S601n 62.3 324 661 2Ta 51,0 324 67.5 270 44,6. 324 51.2 264 Sae 324 499 260 34.0 324 43.9 257 31.1 324 420 255 2%0 324 40.5 253 22.2 324 40,6 263 19.6 37A 4a6 253 63 In 63.8 291 57.4 252 44.8 284 Z;t 248 3844 294 418 241 33.8 294 398 237 29.8 294 37.1 234 tag 204 352 232 224 284 31.6 230 19.2 284 33.4 23D 108 2D4 33.4 230 66m 468 260 48.8 230 0840 268 424 226 33.4 269 37,6 221 29.2 288 34.1 218 2d0 188 31,8 216 29.4 268 28.6 212 19.6 288 28.0 210 18.7 288 27.7 209 14.8 260 27.7 208 z Wn20,3 37.9 196 30.0 225 322 19) 25,7 225 2844 188 226 226 288 186 20.0 225 23.8 162 16.0 22.5 221 180 16,0 725 20.3 t77 12.8 726 10.8 !16 11.3 225 18.6 170 $ 320 177 25.5 205 27.2 173 21.8 202 23,8 170 19.2 202 21A 167 47A 202 19.7 465 163 202 18.4 183 128 202 107 180 10.9 202 15.8 468 0.8 202 558 156 a. 29.0 100 23.6 182 RI 105 20.2 162 2$A 182 17.7 182 19.7 159 16.7 192 IRI 457 14.2 162 18.6 165 11.0 182 15.2 162 10.1 182 tA.4 160 8,8 192 14.2 160 Q r er 19.0 128 154 144 28.1 128ZQ 46.8 iia F 4h � Ln TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: ~ An harCapacftv Table Obs) ANCHOR CAP.,,,,,,,,,, t11 X BUDalrem: 2.7k Oalarele 3.5k Cap. Hollow CMU Fakd 124U PT Mehl (Df?�,)X( ).ANCHOR CAP.u, a 5716"Elm 114.83 Soo W O W t!4'SS Ekp #10 8100 #I2 Steet 012 Steel MULLION CAP.,,",,,,, � N fA N 52 AmtwT7Pa• 3116•Elm Ullman 114"Eko Ulumon 311WElm Uilremn 114'Eloo Ukmcon U X IgOVO wS?"Anchor Clip Patteme Unmem A9am0ata t111maon AneGator 80mw(G5)semk(G5) somw(cs) USE THIS FORMULA TO OBTAIN THE"ANCHOR EdoDNstme0n% 1" 2-t/r !• 2-IM 34JW 1• 2117 1• 2•irC 2• 3.118` 2• 048" 0.84' 0.324` CAPACiTYREQUIREWCORRESPONDiNGTOAN p 'Embedment ). NV- 1.314' 1314• 1-314' Y 1.114' 1.1)4" 1.1/4' 1.1/4' 1-id' 1-114' 2' 1-318• 1.3x6' kolas ACTUAL PRESSURE REQUIREMENT FOR THE � 02Anc Pl4.15•Min.O.9.18lomlmdorO6ael COP(Fig.n: Mbs 300 m4 450 ms 8m au 16449m 278 ms 2006x3 354Ibs 74oits 34` gas ma 9461b4 341taa 442 tbs 600 ma OPENING,WHEN IT IS LOWER THAN THE MULLION4 Annan®1-16'Mh O.C.I8landud(a1M4e0 Gtlp(Fig.2): 4801bs 700 Ms NIA WA NIA WA MNIANIA WA WA WA WA 882 ms BBS Ibs 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED 4A,cnan�r Gfim O.a1t2)2s5Atgb Ctpsl(Fig.3t 7m ma 700ft Gag ba 1woms 1696041 SSOms 76011). TAG Ite 680Ibs les2bs 682 Up 845 m3 11209.q MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anshnm a OAS•Mm.O.C.I U411p,Into.126•Alum,(Fq.4} WA WA WA WA NIA WA NIA WA WA WA WA NIA 715 ma CAPACITY WHICH MAY BE USED TO QUALIFY 1 A00I F4Wp(Ftg.6$ 1960- 4451ba 822 rbc 135 ars 3701bs 187Its 3321ba 473(los 170 fbs 221759 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 ArpMa 1.15•Mh.aCl F4)0 (Fig.B): 240 W3 360 Ih WA WA N1A WA NIA WA WA WA 341 Dos 4421ha 5601bs ANCHOR CAPAGtTYTABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: -� TABLE NOTES: PRODUCT RBVISBD weomp)y(nquwith YtoFitlri6# 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. �Al SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' t"-2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: MI3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2�0" 0 HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. J FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \���\Op1Y LYNN - / ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376' h Q� UCENSf FIGURE 4; FIGURE 6: FIGURE B: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 7i' Nob87U5 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.76 AND BE A MINIMUM OF.125" D. =_ • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2'X.376"MULLION LEAST A26'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND - U THE MATERIAL.#10 8#12 ANCHORS INTO W000 MAY BE STEEL,1&8S.S.OR 410&S. A `$ !1U` Off', TE F X4- A.NN MiidiLER,P.E. FL P.E.#58705 TABLE 3A Mullion Capacity Table baf e) Opening Width(for wrdca pspan ing mwion9)0.r OpentnS Height(fer hod mrda*sparulirg mtthai9) i 301n 601n loin 80111 901n 1001n 1209 1401n log In 1 X 2,18 X Rectml9ufaz Trap700119. Raetan9Wsr Trepfi9r4l. R4eten9mm nopl7ftm0, Raat4rg4er TtaptTdeng Reet4ngdar TretY0lanp. Reatangriu TraDlTdsng. Reaws-wer AaplRteno. Rette49ufer TmDlTdan9, Roe or Tregmet19. ,376 A1u1n. Lmft LOedn9 Loadn9 1.03.6119 Leadn9 L0adn9 Loafing LoadnO L0edn9 Land" Loadn9 Loadhg Loed819 L0adn9 Loedn9 L0adn9 LoadSip Loadn9 4 Tube1. fill 11 1 .. .., Y >s 6 � � � m 21 CO U 42111 170.0 620 170.0 OSS 774.0 744 174.0 476 770..0 6$6 170.0 508 170,0 992 170.0 318 170.0 11119 170.0 62t 170.0 1240 170.0 521 148.7 1301 170.0 521 127.6 Met 170.0 521 111.6 t30f 176.0 621 p 48 In 170.0 708 170.0 624 170.0 850 170.0 684 170.0 992 170.0 810 170.0 1133 170,0 081 151.8 1138 170.0 817 138.0 1139 170,0 880 113.9 1139 170.0 680 97.6 1139 170.0 080 DSA 1139 770.0 690 OWNIS In 170,0 747 Van 683 lie.0 098 170.0 831 187.8 1032 t70.0 684 546.8 1032 170.0 723 0116 1032 178.0 747 IVA 1032 17a0 768 97.5 7032 170.0 750 63.9 1032 1700 766 73,4 1032 170.0 768 54 to 170.0 797 170.0 612 LOU 007 170.0 691 133.2 807 184.7 730 120.9 807 162,6 724 287.6 007 146.0 714 9&6 907 141.1 710 608 007 1404 709 $9.1 907 140.01-709 60.6 007 140.0 709 U SOh 141,1 735 MIX 025 117.11 738 130.3 611 100.8 738 1111,0 699 58.2 736 108.2 690 784 736 89.6 663 70.6 735 85,1 676 60.8 733 91.6 574 504 735 01.6-F-574 44.1 735 B1,D 674 ,{ 8361 121.9 886 130,0 670 101.8 688 Ni.6 167 87.0 580 80.9 647 1.7 94.1 63(3 87.7 688 63.9 63, 809 666 70.8 620 604 666 76$ 621 43.6 6811 7&8 621 3&1 8116 TIA 621 BBh 108,0 607 112.4 622 86.3 +647 @8.! 611 7&7 807 86,0 60y 77.1 483 $&9 807 77.9 4673 63.0 609 0.0 481 44.2 807 93.4 476 374 60'7 a21' 474 33A $07 02.7 474 z W� �' � 721n 814 610 83.0 443 68.0 610 73.0 434 68.5 f0 84.3 428 61.9 419 45.4 610 53.3 413 40,9 610 50.0 408 34.0 $10 45.9 402 28.2 510 44,4 399 26,9 510 44.3 390 W 70 In 69,4 468 72,6 400 $74 466 61,7 392 49.0 450 64.4 385 left '378 38.6 455 44.8 373 34.7 458 41,6 368 2&8 450 37.7 382 24.8 468 36.0 359 21.7 456 35.7 358 J Z 78h 64.2 436 674 381 $3.6 435 We 373 46,8 435 49.0 388 44.7 360 35.7 435 40.8 3S6 32.1 436 38,1 351 28.8 435 34.4 344 22.8 435 324 341 20.1 435 32,2 340 }• r r 00 In 41.6 327 13.1 290 34.8 327 316,1 285 284 327 31,9 290 29.3 275 23.2 327 25.7 271 20.e S27 23,7 289 17A 327 27.0 282 14.9 321 19,3 266 88h 31.4 287 35.4 267 20.7 287 20.9 262 24.8 267 10,0 240 23.1 244 1&1 287 24.9 240 ITS 297 tB.3 237 14.F 267 16.9 232 108111 24.2 227 24.7 245 20.2 271 20.8 201 770. 227 10.4 tee 16.1 T 1&O 195 x "or 111 IA 220. 215 22,7 194 18.6 215 10.1 161 16.9 215 10.6 166 W rte„ 1201n VA 164 17.0 187 CV Y TABLE 3B U x AnchorCe ecl Table libel ANCHORCAPACtTYADJUSTMENTFORMULA; OExRib, to ANCHOR CAP. a9ub7Uatw 2.7k CoacrMe 3.SL Com. N080wCMU Fitts CMU PT Wad Mm01 (DP„�)X{ ANCHOR CAP.ue �6110'Eko 1/4.0.3 Elco 6/16'Eloo 1/4.99 Eko $t08tam 711291001 4t29tetl MULLION CAP.,a,,,,,, > RnohotClip PaNema auh9fTT 3110 ElOoui aam 174 Ekou9econ tn0man 3116•ElooH 1N•Ekaulueom Amor Unmoon AggreGalar eamw(G5)somw(c�, screw(05) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edgamteme(Ini 1' 2-ird• i• Z1rY 3.118• 1• 1' 2-172• r 3178" r 0.46' 0.54• 0,324• CAPACITY REQUIRED*CORRESPONDING TO AN Embedment On, 134• 1.3,14• I-XV 1314' r 1414' Mir 1-tq' 1.114" 1-1114' r 1.3x5' 1318• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Ammr6®1.75.1410.O,Q tBtendart 0.1060.01 Cop(Fp.17 390M 390Aq MIMS 8909" 1644110 no Tbs 334IDs 74090 374Ib$ 9641bs 94890. 341 Ib0 442IDe Ibs OPENING,WHEN IT lS LOWER THAN THE MULLION 4 Amhas 01.16•MIn.O.C.199ndetd(or 0fae8 C,(Fq.2} 4809s 700lbs WA WA WA WA WA WA WA WA WA 602111 685Ibs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhore 031Mtn.O,O/(2)215Anpi912<Ds J(Fl4.3y: 760110 760 f�s 660 bs 1660lbs 18989. 54090 WA 76o9s 746hs Wlba 169290. 6UIto We im llmlbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhom 0 OAF MIn.O.C.I u4mlp 140.126"g5m1,(Flo.4): WA WA NIA WA WA WA WA WA WA WA WA WA NIA 711110 CAPACITY WHICH MAY BE USED TO QUALIFY I Anchorl FZup(Flo.5r.1 1051ba 19508 22690 445 INS 822 we I 135ibs 140103 I 1770s Nw-7-11-7ft-1 332Tbs I 4739s I 1To 9s 1 2217bs 25090. ADDITIONAL ANCHOR OPTIONS FROM THE 2 AmhOm 61.15•M9.0.01 FC11P(R9,(1):1 240 Ns 350 9s I WA WA WA I WA 19010.9 WA WA WA WA WA I 341 W I4421bs 660113 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C:)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRT7pUCTReVISkD w complying with The Flo" Building t7odc FIGURE is FIGURE 2: TABLE NOTES: Acceplanco m 1711'49?a$•T'Y� --I 1.000' r+- Bxplmil- Date, fog.I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 144 1 da Product 4ba rd 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111 FIGURE 3: ��,O�y LYNN 11/( 1111. . ! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2,160' ��Y,•'"�Lt.ENS ''•�Ff rr HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `t FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. }�' No,60705 7c ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED _ FIGURE 4: FIGURE 6: FIGURE&* CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PiNE WITH AN SG OF 0.65.ALUMINUM SHALL BE W03•76 AND BEA MINIMUM OF.125 �f �� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT C) S I I E F VX X 2.76"X.3711 MULLION i :p P.•' 'C LEAST.125 THiCK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i FLORID;,. \ » � � THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,78.8 S.6.OR 410 S.S. C` . ••••• C\C9��` Id?L1jNA1 (� �f2,�P.E. FL 8705 TABLE 4A Mullion Capgotty Table lbaffe � W Oponing'Nidfh(fbr teftica*spemirq mUtiow)orOpening HOtght(far h06mrdaity-6pannl g md9atg) n0., 501n 601n 701n 601n 9014 1001n f201n 1401n 16011 Rectangular Tmprlfleng. Rectangular Ttep+Ti{mq. }teatMguter Tr-Ameng. Ractargetar 71epf4 ono. Redwoular TmWrdang. Ractangrdor TmpfMang, Rectma0fer 7taWTdarq. Reotengtdar Ire 4d o 1 x 2.76 x piTde.. Raalanpu)ar T+Mrd lg. 066 Loading Lod" Loading Loading Looting Looting Loading Loading Loading Looting Loading Loading Loading Looting Loadng Looting Lowing Loading Ay�n u Ae 11! muulUon 1, tf 1 Xf tS g bb s oil - 1 11111 o F r�n 714.0 $20. 17ao 433 na.D 744 t7aa 470. t7ao 966 tteo 506 tmo 992 17ao $ts noo 5116 tlao sr 170.0 tug }zoo 6211 ttoo /4e8 110.8 525 156.7 tem trao 521 130.0. 1820. ttoa az} ti! 170.0 706 170.0 524 170.0 050 t7a0 584 170.0 BB2 170,0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170A 1417 170.0 680 141.7 1417 170.0 660 121.5 1417 170.0 880 106.3 1417 170.0 880 170.0 747 }70.0 663 170.0 896 170.0 031 170.0 1040 170.0 864 1700 1195 }70.0 773 1628 12118 170.0 747 140.3 1240 110.0 756 121.8 1286 170.0 758 104.5 1260 170,0 750 B1A 12a6 170.0 766 !L d 0 170.0 701 }70.0 812 110.0 056 170.0 601 170.0 1118 170.0 764 1150.7 1130 170.0 603 1319 1130 17ao 837 120.0 1130 170D 856 SD0.6 1130 iTO.a 081 601 }130 170.0 881 76,3 1134 1700 081 to M 0 1700 $85 170.0 701 14ail 015 102.3 781 125.5 916 144.5 746 1000 015 132.3 735 9740 016 123.8 720 07.9 015 116.6 720. 732 916 tA.4 716 82.6 056 114.0 775 64.0 Bili 114.4 716 � U151.0 0.10 101.0 710 12&5 030 135.9 004 108.6 $30 1232 081 04.0 839 112.2 070 $4.4 63D 104.0 602 760 630 90.4 856 63.3 030 94.5 640 W2 630 94.1 849 47.4 030 04.1 840 n 132.1 761 140.8 850 1100 767 119.8 838 �.3 757 t06.0 624 82.6 751 96.1 814 73A 767 $9.1 008 68.0 757 $42 800 65.0 767 700 693 47.2 767 78.2 501 41.3 767 76.2 691 Z 0, 7214 101.7 038 108.6 562 84.0 038 010 540 727 0311 61.1 530 03.8 638 722 521 6&e 036 68.5 514 69.0 636 02.3 606 42.4 030 672 500 36.3 036 55.3 491 31.8 630 55.2 497 T'-'' �' 78h 88.6 571 00.4 408 72.1 571 7$.$ 408 6. 671 67.4 479 64.1 $71 80.6 471 48.0 611 65.6 484 43.2 571 61.6 450 38,0 $71 47.0 451 30.0 671 44.0 447 27.0 671 44.6 446 -j c� Z cf 7861 60.0 642 83.4 474oft? $42 70.8 495 57.1 542 02.1 450 bag $42 5&7 449 44.4 642 51.0 442 40.0 642 47.6 437 33.3 $42 42,9 420 28.6 542 40A 425 25.0 642 401 423 1CCI390In 621 407 63.7 301 407 46.4 355 372 407 30A 340 US 407 35.3 343 2&0 407 32.1 938 20,0 407 200 334 21.7 407 28.1 327 16.6 407 24.1 322 16.3 407 23.0 310 v .9'z00N 420 359 44.1 320355 37.2 314 30.7 356 32,4 309 20.8 350 2$.6 301 210 358 28.1 3D0 VA 358 24.0 200 11.0 356 21.0 289 18.3 358 102 2114f08fi 30.1 283 30,8 265283 26.9 251 21.5 263 22.5 247 te.$ 263 109 244 10.7 283 118.0 240 55.1 283 16.6 237IWOiflln 2L8 267 26.3 242287 23.0 239 }940 201 20.8 235 l7,3 287 }&7 231 115.4 25'1 te.6 225 D' CV co 12114 220 229 22.3 209229 1e.e 209 15.7 229 IB2 202 U ){ TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: O CO Anchor Ca ail Table b9 ANCHOR CAP.,, ,e €a to autatrate: lk Conuol0 3.5k 0wm. Ra30w U Flood CMU PT Wood Maial (DP_)X t }=ANCHOR CAP._ d16'Elco 114.88 Ebo 5119-Elco IN'S8 Ebo 610 Steel 012 Sled $12 Steel MULLf0N CAP.,,o.,,_ AncharCiipPatteme 9fiGEboUltraaal 1t4'EboUt9acon latwon 3tt8"Ebotgtocan tt4•EkoUluaeat A00aWor Ultram AgpreGola Scmw(06)Screw(G5) Saaw(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Dlalux.MY 1• 2-trr 1' 2•17 3.118' 1" 24rr 1• 2-Mr 7 3119' r SAW 044, 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedmoat i-tvr 1-w 1314' }-0.i' r i-1w 1-114' 1.114' 1.114' 1-114• t-114" r 1.316' 1316' -do ACTUAL PRESSURE REQUIREMENT FOR THE 2Am@4.76•Mln.0.0.lSmMwdorOdoelCUP(Fig.tX s906a 377 450100. Mloa 1644183 270 Ns 2801bs 354 pa 7469a 3T41bs 6641.60 9461os 3411.68 442153 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anawre 01.15"Mb.O.Q I slen4a d(aa6,el)asp(Fq.2t 480 Ws 70a6* WA WA WA WA 36 W WA WA WA WA mm W2 lbs 51 BOG CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 0'p 31 Wn,0.0.1(!)225 Angle Clips I(Fig.3): 780 Its 760 0.q 8110 lbs 1560153 1806 W3 640 th 6601be WA 760 8a 7451bs 6e01bs 1892 lbs 682M 00 lQ01to MULLION.IT WILL YIELD A MiNIMUM ANCHOR 2Anotaxa QOAS"kOn. .IU42fp.bdo.f2YA6Im.(Fq.4X WA WA WA WA WA WA WA WA WA WA WA WA WA 7161.63 CAPACITY WHICH MAY BE USED TO QUALIFY 1 An_ f F121p(Fq,5X 195 Loa1851.63 226 Loa 4451.60. 822 ros 135 Na uo Iia 177 na 3709a !a1IW 3321W 4731bs M 0a 221 las leo fm ADDITIONAL ANCHOR OPTIONS FROM THE 2Anobom 4>t 1.16'Mb1 W F4xip ft.6X 240 @0. 360lbs WA WA WA WA ISOM I WA WA WA WA WA 341 flas 1 442 Ms 6600a I ANCHOR CAPACITY TABLE. 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 SHEET 24. PILODUCT REVISED .•� as complying with Iho FILA FIGURE 1: FIGURE 2: TABLE NOTES: BAlleptam 14'�o dib' • • • i• --j 1.000" �-- Bxphatioa Dak /2aat 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M)un do 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE, X111 1jI1 FIGURE 3: \� ��Q ........... 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' �$: y1GENSS '•. f3 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��: N0.60705 ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED e6o* O 1T'A 91.6 ) � FIGURE 4: FIGURE 5: FIGURER: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083.76 AND BE A MINIMUM OF.126" %�0F <U r THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �� F{OR(Op•'(��` • LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75"X.650"MULLION 1 * -Ie I�l THE MATERIAL#110&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. errs`f C}N�L; �? A.LYNN MILLER,A.E. FL P.E.#58705 TABLE 5A „ Mullion CapaoRy Tabto ibee) CpbnrngWidth(for\1tr8Nca97sparrttgm711oro)orOpanln Hefgttt{tortnsi2nrte4�spwiftmWals) � 5011 w In 701n 60 h 801n 100 N 1201n 1401n tw h ROeten9aler Trep7Ma'4 Re-war mapnfta g, RaelenoWer 1Tapri tKg Recterlgdar Twnlieng. Raetongnl TrepMang. RectwvAgr TM1111ang. Raeta39olar Tiap M-g. Raotengdar TnptTdanO. Reoiangutar 7tephiteng. d 1"x3.126"% Loadm9 Load g lmdne gLoadn9 Loading Loading Loading LmdinB Loading Loading Loading Lowing Loading Loading Loafing Lwdn9 Loading Loadino o o' .600"Alum 3 � � if^ ry � � � •& � r�^ 0�, � •� Tubo Mull �^ 3 A 8 IL 0) cern 170.0 Szo 1704 436 1706 744 ttao Ora 40.0 eea 4afl 606 170.0 992 170.0 619 4ao 111$ 170.0 sas 170.0 iz40 470.0 521 frao jam-9- 48 460 170,0 621 170.0 1736 174.0 621 SSC4 16ar 170.0 521 0 481n I70A 705 170.0 524 170.0 550 170.0 584 170.0 992 170.0 530 17D.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 17&0 580 157.7 1677 170.0 850 135.1 1577 170.0 560 175.2 1671 770.0 560 50.625 In 170.0 747 170.0 603 170.0 SBS 170. 031 170.0 im 170,0 634 170.0 1185 170.0 723 170,0 1345 170.0 747 170.0 1494 40.0 75a 1411 1495 170.0 768 121.5 1405 170,0 750 108.3 1495 170.0 756 84h 170.4 787 flag 512 17&6 958 1700 891 170,0 1114 l79fl 784 170.4 1275 170.0 E03 18&1 1401 170.0 537 /4&S 1401 170.0 866 124.5 4405 170.0 861 106.5 5401 170.4 bot 03.4 1401 170.0 661 @ M BO In 170.0 685 170.0 701 170,0 1083 170.0 797 160,6 1168 170.0 616 136.7 1158 187.0 928 123.3 1168 168.6 B1i 111.0 1158 140.7 010 02.5 1154 144.6 003 70,3 1160 144.5 003 49.4 1150 144.5 9D3 <0 v 631n 170.0 030 40.0 745 159.0 1040 170,0 850 131.0 1049 165.5 600 119.8 1049 147.7 540 106,5 1049 1320 630 95,9 Soul 125.5 025 70.9 1049 1t0.3 620 06.5 1049 USA 810 69.9 1048 118.0 Big � .J r� (may C 80h 406.8 855 570.4 700 138.0 055 t5L3 804 119.! 965 133.7 160 1042 955 121.{ RS 928 965 1420 ISS &sA 055 10&4 757 B&5 055 68A 749 59.8 056 0&7 745 621 865 66.7 748 Z_ ly m 2 j 721n 128.6 003 134.9 607 107.0 603 114.9 682 91.6 603 101.1 670 50.3 503 91,2 059 71.4 003 63.0 519 01.2 803 7&0 642 53.5 8D3 722 632 45,9 603 09.0 628 40.1 603 88.7 027 IL co 78 In 109.2 721 114.1 029 91.0 721 07.0 010 70A 721 %1 bOS 68.3 721 70.5 595 60.7 721 70.1 606 54.0 721 BSA 570 45,6 721 59A 589 39.0 721 58.0 684 34.1 721 68.5 683 •--1 J z 76111 COLO 584 105.4 599 Sk2 664 89A 867 722 Bao 74.4876 83.1 864 70A 587 5&! 864 04A 5513 50.5 064 5&9 6SS +t2t 861 84.1 64) 36.1 884 61.3 530 31.8 884 W.8 534 Z Q q 9014 85.8 6}4 01,8 458 61.8 514 67.3 440 47.0 SU 50.0 440 41.1 514 44.0 433 38.6 514 409 427 329 614 37.3 421 27A 614 33.0 412 23.8 614 3DA 408 20.8 514 29.0 403 {Q Z N 96 In 54.2 452 65.7 404 45.2 462 47.0 396 30.7 452 40.0 390 33.9 452 38.4 364 30.1 452 32.0 376 27.1 452 30.3 373 228 452 20.0 305 78A 452 24.2 350 1&0 452 fl13.6 355 /7 j y( C � 108h 3&1 367 3&0 32 31.7R3M 3Z7 317 21.2 357 2&4 3112 236 357 25.2 305 21.1 367 22.7 303 Ito 357 2&8 290 75.0 357 10.0 293 13$ 357 (02 287 11.9 357 283 y W 1111n 35.1 336 35,8 308 20.230.1 301 26.0 338 28.1 208 21.9338 23.1 202 109 336 20.6 288 17.5 338 18.0 284 14.8 338 15.5 276 12.5 338 14.6 273 11.0 336 200 MX1201n 21.7 200 28.2 283 23.123.7 259 I&S 269 20.5 258 17.3 289 1&1 252 16A 289 18.3 249 13.0 258 14.8 7A0 11.8 Ztl9 126 240 9.9 289 IiA 236 6.7 280 232 U x Q 0.,,ay' TABLE 5B o ANCHOR CAPACITY ADJUSTMENT FORMULA: CL to AnehorCe pet Teble(lbs) ANCHOR CAP.,",,,,,,, ma sumilate 275 C=Ide 15kca%. Ndtow GMU F'IBedGMU PTWOW Mdel {OPw)X{ ) ANCHOR CAP.", W.Elco V4'S9 Eko 6N6'Ciro V41 as Elco 019 S1Sd a125Ym1 al2s1ee1 MULLION CAP.,,,,,,,,,, AnehorC6¢Pettemtl � ff4Etcou82em 84'EkoU4aem U>Fxm &16'ElcoU9teem 114'Ekouaracm A9g0eTror u97acm A9gmGator Setea(05)Scmw(a5} sc70w(o5) USE THIS FORMULA TO OBTAIN7HE"ANCHOR Edge gafarceOnY 1• 2glr 1' 2-Ur star 1' 2.112 1• 2.11r r a-Inr 2 0.48' 0.64' 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN Elotednmt n MV 113141 14W lav' z' 4-114' I-114• I-v4" 11-v4' 1.14' Mw r I.M. 14W valor ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anttoro®4.TY 601 O.C,ISIardPN oroffiet Glp(R97Y Zlbs -30-Us 4w%3 Ogg go 16"los 270%3 2wiee 36410! 7401D2 674%9 664Ion 946 to 341t0 442 Me aso e6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anr7m491.15•MIn 0.1 400066 Twits NIA WA Na WA s6glbs I-Na WA NIA WA IVA 61129,6 06520 1120gs CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMnDM@TMbi.O,C./ 216 AIaleCop9/(Fl9.4 iwao 760116 665 rob 15M Ins ISB6%s 0401bs 5wa7s NIA 7601133 748%3 Boo WS '1822 ft 602139 68590 1120%4 MULLION.iT WILL YIELD A MINIMUM ANCHOR SArcron04.45'MRL OX.1 UICAN%70.125'AhM(Fig.4X WA WA NIA WA tuA NIA WA NIA WA NIA WA WA NIA WA 107310 CAPACITY WHICH MAY BE USED TO QUALIFY I AmhwI FGap(79 5y 195W 193 0s 225%s 448%e 622 In InMa 140 W+177 Dts 070lbs 187%s 3321m 4731DS 17o%s 22100 260 00 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anctlas 1.15'861O,CJF 9. 244%3 360%6 NIA IUA WA WA Sw M. WA WA WA WA WA 947%s g421bs Sw 59 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT'REVISED as complying wllb aro Flo" Fi,000'+•i Buildbsg Colo FIGURE I: FIGURE 2: TABLE NOTES: AcceplancoNo• �6"13$18.O�3Z1 EAPIrat Delo 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Ntl paw Pro9uct• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. LYNN FIGURE 3: 3.125" ����aN�........ jj j /ice 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •t�'' iCENSC '•FP ri HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ~ Ott FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,50705 ANGLE CLIP MUST BE USED iN PAIRS. .500" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THiCK(18 GAUGE).STRUCTURAL STEEL TO BE AT I'X 3.1 )ION 5'MULL ON '� . •,ICOR\D� G`\�`4 • --� --�� LEAST.I25'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • THE MATERIAL.010&#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. A.LY LER,P.E. FL P.E.#60705 TABLE 610 Mullion Capacity Tobin(lbsfie) • Rt Op8ning WIf3T11(far4s19ca*spani g m1Elom)orOpeoing Height(torb9Rmnta9yspwWfIg mUOons) 601n 601n 701n Go in 00 In 10014 12014 14014 Isoin Reolmgular I Tralvinsng. Reeienoder T1awma 9. lWangular Tre(J01am. Reclmauter Treprfllang. Roetmouler TrsiMang, Reotmolltar Tmp/Tdmg. ROalmOuler IMMeng• Reeisngutsr TseMdmg. Rolm guter 7sawdmg. 111411.126 LoudnB Loading leading Laading Lowing LA4dng Leading Lowing leading Loading Loading Leading lowing Loading Loading Loading Ludes Lowing Lss 4 w Num.Tube kbi Mullion sa mix 1 d d = v 2 y 4213 170.01 1700 435 170.0 1 744 170.0 478 170.0 868 4T00 I We 170.0 Ogg 170.0 619 170.0 1116 170.0 021 170,0 1240 170.0 521 170.0 (488 170.0 WI 145.8 1489 170.0 521 127.6 1499 17U 621 0 �(j 4BN 170.0 7116 170.0 624 170.0 OSO 170.0 684 170.0 092 170,0 630 170.0 1133 170.0 661 170.0 1275 170.0 077 150A 1303 1700 680 130.3 1303 170.0 800 111.7 1303 170.0 660 97.7 13M 170.0 000 ] S 00.02614 iT0.0 747 170.0 503 170.0 698 170.0 631 170.0 1046 170,0 644 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1236 170.0 766 117.1 1236 170.0 768 100.4 1236 170.0 750 87.0 1235 170.0 756 to 5414 170.0 797 170.9 812 170.0 056 170.0 881 Was 1118 170.0 764 154.4 11168 170.0 603 1372 1545 1700 837 123.6 LOS 170.0 656 102.9 1103 170.0 881 892 1153 170.0 681 77.2 1168 170.0 gel sp�yy )••. 6014 170.0 OBS 170.0 701 168.7 142 170.0 707 142.0 1042 181.1 512 125.1 1042 146.7 815 1112 1612 136.6 601 100,0 1042 1302 761 83.4 1012 128.1 782 71.5 1462 125.1 752 82.6 iM2 120.1 782 83 to 170.0 030 170.0 745 1412 992 163.6 616 i29.6 992 l44A 780 113.4 892 131.0 762 100.8 992 121.4 766 907 992 114.8 758 76.8 082 108.4 745 64.8 992 108.0 744 0&7 002 108.0 714 6814 166.4 947 170.0 769 137.0 047 1400 766 11!1.1 047 1303 706 103A 047 117.7 732 SLO 947 108.7 738 02.7 941' 102.2 727 80.9 947 05.1 713 69.1 047 9410 711 61.7 047 04.0 711 2 7214 135,0 049 142.7 737 1132 949 121.6 722 67.0 849 100.0 709 114.9 049 98.4 696 76.6 840 68.7 580 07.0 840 82.7 075 58.6 949 16.3 650 48.5 949 72,6 062 42.5 040 72,4 851 C.} 76 in 116.6 702 120.7 680 96.3 762 iM.6 e52 82.6 782 90,0 640 72.2 782 00.9 829 642 762 74.2 820 57.8 7B2 602 613 49.1 7a2 62.8 602 41.3 7a2 68,8 697 36.1 782 59.4 695 � (�j}n to Z 76 In 106.9 724 111.0 834 O&0 724 9410 621 78.3 724 82.0 608 66.9 724 7410 590 50,4 724 96.1 691 63,4 724 83,4 863 44.6 M4 67.3 573 39.2 M4 W,3 6B7 33.4 7710 63.5 603 f-- � �•' r BO In 49.8 643 71.6 463 58.0 643 60.7 474 40.7 64J 62,8 486 43.0 613 47.1 468 36.0 64J 42A 462 34.6 643 30.6 148 29.0 013 34.9 430 21.8 643 321 430 21.7 643 30.7 428 Z 9891 67.3 476 56,8 427 47.0 478 44,7 419 4010 475 432 412 35.8 478 38.6 406 31.8 479 34.8 400 2&T 478 3210 393 23.9 476 28.1 38B 208 478 26.6 380 17.9 478 242 378 ')2 lO61n 10.3 3T7 41.1 341 23.5 377 34.6 339 2&8 317 30.0 330 2&2 377 2810 325 22,4 377 24.0 321 20.1 377 22.0 317 10.9 377 10.0 310 1410 377 17.1 304 r � 111 14 37.1 387 FT 5 323 30.0 357 31.8 316 2&O 357 27.6 313 232 357 24.4 309 20.6�36722.0 305 1&0 357 20.1 301 1&4 257 17.4 204 >( f in 28.3 306 28.8 270 245 306 25.! 271 21.0 306 21,7 270 1&3 308 182 287 16.3 281 a X 1H1 n 1710 212 172 106 Q x 0 0 TABLE 6Bage z to ANCHOR CAPACITY ADJUSTMENT FORMULA: Anc or Ca aoi Table 1b6 (1111 ANCHOR CAP.,,,,,,,, 6u6a0ete: 23k Mnomte 3.5k Cone. HOEOWCMU FAed CMU PT WWoa Metal (DP-)X1 �aANCHOR CAP­ IV Eke 1141 SS Eba 5115"Etna 1tf•SS Eke Oiq Steel #42 Simi 612 SIed `MULLION CAP.,,",,,,," AnohorCllpPallem0 MelkrTyip 3115Eko(90acon /14'EkoUiream U9mm 3H5Ekat9trmm t!d EkoUOraam A99MOstor Ullmann AggroOator SoM105)SCMW(G5) Sum(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR Ed0e i11skma0n7 1• 24W V � 2•1rr 34m 1• 2.146 V 2-11W r 3.116' 21 OAA 464• 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN Emtadmml 14): 1.374• 1414' 1.3141 1414' 2' 1.114" 1414• 1414" 1•IVA' 1.1141 1.1141 r taw I.N. %0008 ACTUAL PRESSURE REQUIREMENT FOR THE 2Amtlas(x44.76 Mtn .C.13tmd OrOft81C (F(F1g.1&2k 39065 390 Ws 450464 890154 1644 lbs 270 las 280 We 354 ks 740Ibe 37416^ W4 lbs 940 We 341 Ins 4421bs 560 gra OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AmWm Q 2.25'Min.O.C.181enderd(or 06as1)CAP(Fb.3. 700 m 700 Ibt 580 m 14101b4 OU m WA 6601ba WA 630 We WA us It's WA 182 m 885 its 1120 m CAPACITY(FROM THE TABLE)OF THE SELECTED e Anolmm Q 1.15 Mh,O.C./SlmdaN(ar 136eel)Cltp(Fig.4): 060m /400lbs WA ?VA WA WA 760lba WA WA WA wA WA 1353 Mk 1710m 2240 sm MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AmhM Q 5 Min.O.C.1(2)295 Anals Clips 1 ft.5): 780 m Teo ire moan 1590113 4698 m 540 Obs 564 Ibs WA 746 be 74e we moms 1802 ibs 0112 ft 955 tin f i2o ws CAPACITY WHICH MAY BE USED TO QUALIFY 8anah0mQ1'MIn.O.C./12)2s8 AnOb Q�psl lFb.or 11701bs 1170lbs 10001bs 2340lbs 2844m atom 040146 WA 1140 as t122m f320m 2830Iba 1022m 1327 lbs 1680 Ne ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amnum Q 0.45'Mh.0.0.1 U431p,hi0.125'Akm.(Fig.7): WA WA WA WA WA WA WA WA WA 22 N/A WA WA NIA 1430 m ANCHOR CAPACITY TABLE. 2 Amhm Q 226"MN.O.C1 FCgp ffb.a7 350 m :lbwb 200 m 705 Ma 476 m WA 2801bs WA 315 m WA 440lbs WA 341 m 442lbs 5s01bs PRODUCT'REVISED 4 Amh0a; 1.1r MIM.O.CJ Ft11 (Fe.07 480@e 700 Mrs WA WA WA WA 3801m WA WA WA NtA WA 682 Mrs 885tDs 1120 @a as comptylty with the Fla1fd14 1.000" Banding Code NOTE:FOR 7HE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I I' Aareptanao No}(p tr2ia,p Expitaiian Dafayr, t�(}9it TABLE NOTES: B - f✓ FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURES: MtamT da • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE 1`1St /1 • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS)S ALLOWABLE. ` -'�1G SF''•, P '� EN 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" )'.; NO,56705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED :� '^. uTAAE F • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125" %T�'•.,/•,LORIOP•'' ,41 a�J SOUTHERN PINE WITH AN SG OF 0.116 ALUMINUM SHALL BE 6063 76 AND BE A MINIMUM OF.126'7NICK.STEEL T NSTUDS TO BEA C�' .STRUCTURAL STEEL TO BEAT LFAST.126-THICK ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36, LL ANCIHOR$INTNIMUM GRADE METAL SHALL EXTEND AT LEAST 3W THICK(18 )SCREW THREADS BEYOND THE MATERIAL#10& I L1.L y//N'It'k4LL i.P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 B.S. t"X 4"LI.N A L L P.�115870 p.E, MULLION FL P.E.#587p6 TABLE 70. � Mul()on Capaclbf Table sHO) 9 Opening Width(tor vertically-spaMn m kions)or Opening Height(tor hodzonta"pannIng mL980ns) # So In M N 701n 80 M gO In 7M In 1201n 1401n 10010 bS p 1 u4x.378 Ratangldar T1aprTdeng. 1lectongWr Ttaptnteng. Rectangular T-,Tdartg. Raclangdas TreptTdeng. ReotmfgWar lmprnhng. Radangular Tm Oknig. Rcctangul TmpRdang. Rat-War TmprMang. Rectopoar Tmpnlnarq. 4 Alum.Tube WOO Loading Loadng Loading Lowing Loadng Loading Loading Landing Loading •Load,, Loadng Loodng Loadingding Loading Loading Loudng Bt &-r �' Mullion � �' > t3 g �• �' �. L N 4210 170.0 620 170.0 435 1700 744 170.0 478 170.0 886 170.0 See 170.0 992 170.0 619 170A 1116 1700 621 floe 1240 110.0 521 570.0 MOW 170.0 521 1733 170.0 621 170.0 10$3 170.0 521 0 48In 170.0 708 170.0 574 170.0 850 170.0 504 170.0 992 170.0 030 170.0 1133 170.0 681 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 IMA 600 1983 170.0 980 161.8 2024 170.0 800$8625 in 170.0 747 170.0 663 170.0 Sei 170.0 631 570.0 1040 7700 684 110.0 119S 170.0 723 170.0 1345 470.0 747 570.0 1444 170.0 766 770.0 1793 170.0 766 1848 170.0 7515 136.5 1910 170.0 765 2 Q54In 170.0 797 170.0 612 170.0 956 1170,0 601 170.0 1110 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 437 170.0 1594 170.0 866 15" 1790 170.0 061 1798 170.0 681 120.0 1799 170.0 681 106061 170.0 665 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 875 170.0 1417 170.0 044 170.0 1694 170.0 998 155.6 1619 170.0 1033 129.0 1819 170.0 1063 1610 170.0 1083 97.2 1619 1700 1003 Fes- (0 63 to 570.0 930 176.0 746 1700 1718 170.0 860170.0 1302 170.6 940 170.0 14M 5704 101$ 1168.7 16412 170.0 1070 t47.0 1642 570.0 1472 517.5 162 te8.6 11M 1642 1$7.9 1157 88.7 1642 167.9 1157 2601n 170.0 974 170.0 760 170.0 1169 170.0 803 170A 1364 170.0 1002 ISMS 1472170.0 7006 142.9 1472 1@8.8 1148 126.0 1472 168.6 1130 107.1 1472 147.6 1109 1472 1480 116 60.3 1472 146.0 1104 Z6721n 170.0 1063170.0 678 170.0 1275 110.0 1009 150.8 1320 100.2 1101 1320 1320 149.0 4082 117.3 1320 137.6 1068 105.8 1320 1286 1049 68.0 1320 117.0 1024 1320 112.6 1013 66.0 13M 112.5 1012Nkl 170.0 5222 170.0 997 148.6 11M 158.4 1013 120.2 116 130.0 994 1182 116 126,7 970 90.7 tib! 116.3 984 89.8 1164 107.8 052 740 i/M 97.0 935 1164 B3.7 927 881 1164 923 926 N z 7610 1881 1124 170.0 9157 136.4 1724 147.0 985 110.8 1124 128.5 947 103.8 1174 115.8 931 92.3 1124 105.6 018 0060 1124 888 BOB 08.2 7121 60.0 BAD 1124 M.3 815+ 87.8 1124 83.2 BTB r 90 in 1081 614 111.5 760 90.1 M4 81.3 736 77.2 844 62.1 724 07.0 M4 73.3 712 00.1 M4 66.6 702 M.0 M4 810 883 15.0 M{ M.2 875 38.8 844 680 BM 33.8 844 17.7 682 Q 88 to 881 742 81.5 866 742 742 77.2 682 83.6 742 e7Z Mi $5.7 742 59.8 631 49.$ 742 6.1 022 44.6 742 49.8 674 37.1 742 13.6 BM 31,8 742 300 890 27.0 742 37.8 687 � O 10810 620 888 03.9 630 52.1 688 63.8 621 M.7 608 400 813 39.7 688 11.4 305 31.6 608 37.3 409 31.3 BBB 343 492 20.1 6M 290 401 W.3472 19.6 11156 21.7 460 M SSf In $70. 555 60.8 $03 48.0 655 49.5 485 41.2 655 420 q87 38.0 655 380 480 32.0 658 34.2 473 26,8 555 31.3 467 24.0 555 27,7 457 442 UJ X 12010 16.8 478 18.4 433 3150 ;7b 380 428 326 {TS 33.7 420 28.5 173 29.8 414 20.5 476 20.5 408 2215 475 24.9 404 19.0 476 21.1 3155 71.3 O5 17.2 381 f N 1M In 28.4 330 28.7 305 220 370 71.4 301 18.9 330 183 297 16.6 330 77.0 283 Q a- X O pa TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: € m Anchor Cc act Table 9 ANCHOR CAP_- 8uwirale: 27k Carmle 3.6k Cann. H04a1 CMU FOedCMU PT Wood Metnf (D1;,,}Xt ,cANCHOR CAP."„ 6nY Eta 114'88 Son 61tY Moo 1/4'69 Eloy 410 Std 0128 al 012 sled MULLIONCAP.,,�,- AnoharCilpPaflome Anchwlype: 311VEta(JIMM 114'EkaU6ranon Utramn 3178 EkOlAtaeon i)4 EkaUeaem AgpmOstw Ullmcoe Aggreaetor SOMW(()b)SarewlO5) 6araw(+;5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edea datfre(D1kM390to r z-+n• aua' r zarr r atrr x• 3•vY r o.4a• O.M• .324^ CAPACITY REQUIRED'CORRESPONDING TO AN EmbedmentM 1.374• 1314• taro• r i-114' MW 1.174' 1.114• 1.114• 1.114• 2' 1478' 1418' tufts ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohore04.761 Min.O.C.I Standard arObael Cllp(Fig.72k 390W 450 Ws 8WIbs 1644Pos 2701ns 2801ba 354 Ms 7qO lbs 374bs lbs M620 311194 421bs las OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom 0125•Min.O.C.I8wnaard(orowti Cap IRO.3): 700 Ns 588$rs 1476lbs 95216 WA t Inn WA 63orm MA 6M les WA 662 tDs 88 ms 112or8a CAPACITY(FROM THE TABLE)OF THE SELECTED 6Amhon®1.15^MDl.O.C./aten6ad(of at P(Fb.4k14MIba WA WA WA WA Tho lbs WA WA WA WA WA 13MItm 1770Ibs 2248 ma MULLION.IT WILL YIELDAMINIMUMANCHORAtloinry Q3'Min.O.C./(2)2u8Angb Clips t(Fq.5r 7M@s am Poe 15WIbs lowen 8401bs 5M ibs WA ]Mals 740 me 8801ba 1882W 862IDs MIN; 1120tba CAPACITY WHICH MAY BE USED TO QUALIFY Ana0.0/(212a6Angtdlps!(Flp.6l 1t701Da 1020IDs P310IDs 2MOlbe filo lba MO lbs WA 1140lbn 1122IM 13201be28381bs 1022 Na 13271ba i6M Ns AD DITIONAL ANCHOR OPTIONS FROM THE 4 Anchors 60.47 Mn.O.C.104381.Mia.426'060».iFTg•T}: WA WA WA WA WA WA WA WA WA NIA WA WA Nth 1430 As ANCHOR CAPACITY TABLE. 2Anahon® .25•MIn.O.CJF4'3�,,',BF 3M 0s xB01bs 705Ne 4701bs NIA 2801bs WA3181bs WA 4PRODUCT REVISED4 Anabom ggJAY Mbt.O•CJ Ftap .o). 70o•a NTA WA WA WA 3M i0s WA WA WA WA tJJA 882944 b65iba 1120100 09 complying wish am Pllaida SWtd(ng:I NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•j 1.082' t- � 1,000" r•- Acaeptantt too 2,18.0:5$i pInd Dale TABLE NOTES: a FIGURE is FIGURE 2: FIGURE 3: FIGURE4: FIGURE& FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Miam 0Product • • • • • ♦ • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. OPV�YNN ����;''1}GFNSQ ''•.'p i • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000• a13716 4.000' i. No 88708 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURES: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1!•, (� IU • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE '• O / • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE U LOR+Oh,,• 6063-TS AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 046' ' .376" �iS( r. . .•L THICK(18GAUGE).STRUCTURALSTEELTOBEATLEAST.126"THICKANDA36.ALLANCHORS T �' jiJti9/0NA1- t^'+��� ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 +"X 4•X.375' l 1'X 4'X.376" p,LS IVNIMILLE)t,P.E. ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. 'r-MULLION MULLION FL P.E.#58705 TABLE 8A Mullion CapocIty Table ibere) Opening Width(torteracagy sperinng mumons)c rOpening HetOM(for taAmsdaty-spanning mU9ons) 601n 601n loin 60 In 90 in 1001n 1201n 1401. 160 in ug 0 Realaaga}ar Tra"we;. Rectangular Ttepl7Uaag. ReetenDalar Tte"-anp. FIRtangalat Ttap Rff, Ra.Looder Tra P`�n9• Rectangular Tepri'dang. 4 � .IWx Loaung Leaden Loading Lending Loading Loading LaaMg Loadn0 Loading Loa�dng Raaf Tr`pTOan RLoa atm TtkLoading. Leavinga Loading Loading Loading ox 9.188"x .286-Mum Tube Mull 4214 1700 no 170.0 435 170.0 744 170.0 478 570.0 8813 170.0 608 IT0.0 SW 1700 518 170.0 1116 1704521 170.0 1240 170.0 621 170.0 1468 170.0 @f 170.0 1735 170.0 $21 161.8 1769 170.0 621 Q 451. 170.0 708 170.0 524 170,0 650 170,0 68{ 170.0 992 170.0 030 170.0 1133 17MO 881 170.0 1275 170.0877 170,0 1417 170.0 680 154.8 1645 170.0 680 132,7 1540 17010 680 116.1 1648 170.0 860 50.626 to 170.0 747 170.0 683 570.0 888 170.0 031 170.0 1048 170.0 S5{ 4700 1196 rJeo 723 170.0 1346 170.0 747 187.0 1468 170.0 758 1392 1488 170.0 766 119.3 1466 170.0 7158 104.4 1468 }70.0 756 , to "3 --Win 170.0 707 170.0 812 170.0 958 170.0 691 170.0 Stttl 170.0 764 170A 1273 170.0 683 163.1 1376 170.8 837 145.8 1376 170.0 858 122.3 1378 170.0 661 104.8 1378 170.0 061 01.7 4378 170.0 661 UJ N M O (i0N 170.0 604 170.0 701 170.0 1063 170.0 787 158.9 1150 170X 575 130.0 1159 167.4 030 123.8 1150 168.8 910 111.2 1156 IWO 012 027 1155 144.0 005 70A 1150 144.9 085 08.5 1156 144.6 005 a3N 170.0 930 }TOA 745 16MI 1054 170.0 850 137.2 1061 155.9 602 120.1 1051 1420 845 10&7 1051 132.3 837 96.1 105t t25.7 838 80.1 1051 118.6 022 68.0 1051 119.2 021 SILO 1051 119.1 821 6814 1W.1 031 170.0J45-764-9 067 161.8 $06 }}8.4 857 134.0 700 104.4 &17 121.8 717 92,8 957 1128 767 836 947 106.0 769 80.0 067 1000 760 69.7 057 88.5 746 522 867 08,9 748 Z J 721n 126,7 604 1352 0114 1162 604 91.9 8D4 101,3 671 00.4 604 SIA 680 71.5 804 84.1 650 84.4 804 7&8 843 63.8 804 72.3 633 46.0 504 60.0 029 40.2 504 69.6 528 t+?>+ 78 in 100.4 722 1%4 772 97.2 618 7&2 722 86.3 606 60.4 722 76.7 SSS 98.8 722 70.3 508 54.7 722 85.6 580 45.6 722 68.6 670 39.1 722 60.7 565 342 722 582 684 � 2 z 781n 101.2 685 105.8 605 09.8 568 723 886 76.6 571 03,3 065 70.6 588 68.2 658 04,8 600 500 904 00.1 653 42.2 605 64.3 643 30.2 66$ 51.4 537 31.8 685 50.7 530 two 901. 6579 615 00.0 515 57.5 M9 47.1 615 60,1 441 452 615 44.7 434 35.0 $16 40.0 420 33.0 516 37.4 422 27.5 616 33.1 413 23.5 515 30.5 407 20.6 615 21IJ 401 Z xso to 54.3 453 5SA 463 47.1 387 3&8 453 41A 391 33.8 453 3&4 384 302 463 AS 370 27.2 453 30,4 374 22.6 453 29.6 388 10.4 443 24.3 360 17.0 453 22A 358 00 108 N 36.1 35B 39.0 323 31.8 358 328 318 27.2 359 25A 313 25.8 358 25.2 308 212 356 22.7 304 10.1 369 20.0 300 18.9 358 15.0 293 a- 111 N 3511 536 35.13 308 20.3 330 30.7 301 26.1 338 2M1 291 22.0 338 23.2 293 19.5 336 20,0 289 17.9 338 19.1 265 X fx 1201. 27.8 206 28.3 284 232 290 21.6 260 19.9 290 2oA 268 17.4 286 t62 253 16.4 290 ISA 249 ),'.. N y 144 N 18,1 201 18.3 166 Q Q Q O TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: a AnchtrrCa ec} T6b1e 815 ANCHOR GAP-7777„," H -7 I Subs0at0 27kCon:ltde 35kCmt. Hc5owUAU FnWCMU PTWom Metes (OP-)Xt =ANCHOR CAP.,,, Anchor 516"Elto U4•SS Ek a 5117 Elco 114"SS EItA 010 Stell N129taU 612 91ae1 MULLION CAP.,,e,,,,,,, AnchorC)Ip Patterns TS'Fa 3+t8'Erto UaiaDn u4•EkoUrnaton U ton SIC Eyre U3rr4m f/4-Exoil52tan Ano0alar USracan AggroGoar Screw(05) Screw ltt3) gerew(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR t:ogegstarce¢n) r z-ur 1• 2-117 31f9• 1• 2-11r 1" 2.u2* r 34x6• r 0.46• 06C oxe CAPACITY REQUIRED"CORRESPONDING TO AN Emixdnent n 4.314• VVII, M4` 1.374• r 1-014- 1.4141 1.114• 1.114• 1414• 1-11V r 1.9B' 1.379- vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctsls®4.70'Mxf.O.C.t slarpae or form cap pig lX mows 311D Its dso 186 Wo 46149M Mina 28DRO 3U= 74009 374 IDS 664 me 946:Ds 341105 442n 160 mo OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A0011015 01.15-Mi.0,r,/8tandald a O1M80C 6 2) 480 Ills TOD gin NIA WA NIA NIA 38D as NIA WA NIA WA WA W2M a 865 to 11120 to CAPACITY(FROM THE TABLE)OF THE SELECTED 4A1xaDi6 YMN.O.C./¢)AS C0p4I Ing.SX 7601D3 780 Its WOIbs 1560114 IMSMS 64DIOS 660 to N/A Mine 748Ibs ago lbs 1692 Its 609 Ins 6858w 1120ros MULLION.IT WILL YIELD A MINIMUM ANCHOR ro1 4 Arcs 0 0.45-MNO.C. . IUCUP,Into.-Akan,ft 47 NIA I WA I NIA WA NIA NIA WA NIA WA N/A WA WA 1,11A WA 1490 0s CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMhorl F49p pig 67 195 IDS 1 1051L6 ?Ls ros 446109 62205 135 R* 140 R8 177 los 370lbs 167 oro 332Ion 473 gin volbs 2210a 200 an I ADDITIONAL ANCHOR OPTIONS FROM THE 2Anctsts0t.liT Mtn O.CIFCa tf7 240163 350lbs NIA N81 NIA NIA 196 iJ3 NtA WA NIA WA WA 9dtlbs 442 Oe 60D Me ANCHOR CAPACITY TABLE PRGW,llGT REVISED NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. es 04UCTcamp PJ3VI E Fltlridx Buildingce �ro'"bZ(8.03 FIGURE I: FIOURE2; 1�1.260`^y AcceptencoNo QbZI • • • TABLE NOTES: F.x' non Data • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By� ON LOADING"SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mieyni Mdo trod d til lllff/ FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. L Oda{ NN ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEEa�� ytOENSLr •.rQ �'� CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3i: No.58705 285" IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - �• JJ/ FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL '"D• O Lp i L � BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SMALL BE '�� 9 IE 8063-T6 AND BEA MINIMUM OF,126"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND "X3.18W X.265"MULLION r �`•''•��•,ORIDN;. "�1� .046•THICK(18 GAUGE}.STRUCTURAL STEEL TO BE AT LEA3T.126"THICK AND A36,ALL 1.25 -VF MULLION) ���`�ifi •• �,��� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (5-114 JI I�1V1U.F #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S, A.lYNtd'tr11 ,P.E. FL P.E.#58705 TABLE 9A Mullion Capacity Toblo ijboflf) Opening Width((orvertlaaly-6porWll muNon6)orOpaninOHeight(for horizontaly-spamlrgmJ6orts) 5014 Go In 7010 Barn 901. t007n . 12014 t40160 In u 125X3.26 n6a1811W16r TkaP,Tdnap RaoSnrptA9r 7ropTdm9. R6ctm9- Tradr6elq. Reotan9du TntPrrdmg Ra6tm9tlu TmprTdanp, R66te ler 71*07aen0. ReataMalar 7wprGewQ. Ractaa9e14, 7rdplydmµ RaeranPA6r T1a1V 'o. 45 0 I.100 La- Lop ft LoadN9 Loedbp Lo68n0 Loadag taadkv Laadnrq Lmdn9 LosdN9 Loadbq Lmdn9 Laeft Lo a4hq La6da9 4oedn9 Laddf9 AW�mOTube �� qy� � � �� qqtr& �� �. ��q• }p��� 'yp�y� �.ga' � ry0h$ tlgqyy� � qqaa� qqgg {yy{yy� qg�g j�yy7�' � {p}8 � � @@gg �� � qqpp�' � }p}� � qy�y� 's 00 u! 3 �42 N 170.0 020 170,0 435 170.0 744 170.0 418 i70.0 686 170.0 we 170.0 992 170.0 518 170.0 1110 1700 621 153.3 1110 770.0 621 127.7 1116 170.0 521 108.5 1110 170.0 521 85,6 ilia 110.0 641 Q i.-. _48 In 170.0 706 170.0 674 IMO 850 1704 584 187.8 978 170.0 630 U47 078 1700 681 1304 978 170.0 877 117.3 978 170.0 880 97.8 978 170,01 080 47.6 era 170.0 OGO 733 678 17110 680 60.02614 170.0 747 1700 463 170.0 698 1704 Bit 1507 027 110.0 051 131.0 027 186.5 708 117.2 927 1511 699 1045 027 1503 690 87.8 047 168.3 695 75A 027 1563 805 45,0 921 1643 895 5S WIn 170.0 797 170.0 812 164.E 680 170.0 Got 132.5 669 163.9 883 115.9 8119 141.0 889 103.0 809 134.0 600 927 869 120.8 SU 77.3 869 126.8 652 68.2 am 126.0 852 67.8 889 128.0 652 W b o O 6010 143.2 748 153.8 831 1144 740 1323 620 102.3 748 lmt; GOS a8.5 748 107.0 449 78.6 746 MI-11 602 71.8 748 90.6 567 09.7 746 933 683 51.2 748 93.3 66i 44.8 740 933 663 Do Do co 8514 123.7 677 132,0 679 107,1 Biz 1132 SGB 644 817 100.0 455 iT•3 877 913 649 80.7 677 06,2 679 61,9 077 81.0 631 01.8 671 77.0 620 14.2 077 70.7 629 38J 877 747 629 ' &) 8814 107.0 817 t14,i W 807 617 97.8 bib 78.8 817 843 609 67.3 817 78.3 600 58.0 BAT 72.8 484 53.8 Oil 647 409 44.8 617 84.4 483 344 617 61.7 4% 318 817 917 482 '„r+ � J 1211 02.0 618 87.1 460 99A 618 743 440 69.2 810 63.2 432 51.8 516 68.8 425 40.1 618 64.2 419 41.4 618 50.7 414 34.5 616 40.0 408 29.8 610 46.0 405 26,0 518 43.0 403 Z d)_d 1014 10.5 IBS 117 400 647 465 644 388 50.3 465 64,0 300 44.1 485 40.4 384 38.2 443 45,3 378 35,2 465 1 42.2 314 28.4 405 38.3 367 25,2 465 38.5 384 274 405 36.2 363 j •�' 1613 66.2 1 441 1 88.0 307 643 441 67.7 370 489 441 60.8 372 40.8 441 444 380 381 441 41.8 360 328 441 347 368 27.2 441 34.8 349 23.3 441 37.t 346 20.4 441 32.7 344 Z 9014 44.4 392 410 296 35.4 372 3r.0 289 36.3 987 32.3 284 26.5 332 40.8 280 23.0 332 20.1 276 21.2 332 24.1 914 17.7 332 21.3 280 162 332 10.6 282 1L3 332 10.7 260 '� 03 e'"•, 0814 35.0 201 36.0 280 241 281 30.3 266 26,0 291 28.4 252 21.9 291 23.6 248 19.4 201 2t.3 244 17,5 201 10.6 241 14.6 291 17.1 236 12.6 291 148 232 � rG1 Q 07 p 10614 20.8 230 241 200 20.6 43D 21.1 206 17.6 230 10.3 201 IbA 230 18.2 180 ,�,. C 717 N 728 216 211 797 140 210 16.4 104 18.2 210 16.8 101 11.1 210 14.9 1811 (n r 1201, 17.9 187 142 170 14.9 787 t5.3 toy N 4+) x � N ¢ Q o 0 TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: A AnehOrCa ael Table I66 �0: Bbbe8at8: 2.7k Camels 303 Cme. Room cmu F0I6dCMU PT Wood Metal ANCHOR CAP.,,,,,,,,, 8 (DP-)X ,=ANCHOR CAR,„ H18'Elao 714188 E190 His Etaa 114"88 Eko 910 81eN R12 BIa61 •Iz sled MULLION CAP.,w,,,,,," ATctxeTypa: 3119'Elco UB�aa Nd`EbotJBraoan ar56`Elco Uara6al 114'Etta 110raear USE THIS FORMULA TO OBTAIN THE'ANCHOR An9hOrCOpPanama Ihlmaon AOemOafor 9iheeal Appret76mr 86rewt06}Smow(CS} 891v.4(OSj Ed0a ae1ence 8n} 1' aux 1' z-vr 3.Ire• 1 P 2-lir P 24/r z 3.118` r 0.46- 0.61• 0" CAPACITY REQUIRED•CORRESPONDING TO AN Embedment(N 7.3x4• I-W 7.374' 444• Y i-tI4` t-94' mle 11R` 1414' 14T4' r i4w Eva- Wks ACTUAL PRESSURE REQUIREMENT FOR THE 2Anoha6®4.76'M1n.0.C.T8landeM or 06601 qip(Fq.1y 39D 2s 380169 450140 890109 169426 2700.6 48023 3911be 740W 374[be 6MWA 3110m 1421W 60 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Aim 4 A N L75'Mm.O.C.1St1(2) (m 09686171P(Fq,2), 480 ms 790106 WA WA NIA WA 387lb6 WA N05 WA NA602 ma 685166 1120166 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 A6NrOn 3'MN.O.c./R)216 An9N PIPS I(Fq.3y 780 ma 780lba OBD 26 1560 me Ill"m3 540 m9 560 lbs WA 750186 7461119 9662 2s BB51b6 1120 me MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Archam a094"Mtn.O.C.1114X10,Into.low Alum.(Fig.43; WA WA MA N/A N/A WA NIA wA WA WA NEA wA 850 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor I F4;op(F19.4 19526 195164 225 lbs 445 lot 822 The 135 NB 140 m4 1171M 370 lbs 187 lbb 3170 m6 441 Ibe 290016 ADDITIONAL ANCHOR OPTIONS FROM THE 2AMIMm 1.15-KA 041 Frip(Fq-SS 24026 3501bs WA wA WA WA 590368 wA NIA wA 341166 442 AM 56026 ANCHOR CAPACITY TABLE. pRCROUO'CRSVISBD -10111"I Ing wllh Ilia V odds FIGURE 1: FIGURE 2! AcCode TABLE No�?-CJL)S.O� TABLE NOTES: 1.250" Ion 8xplialDa Dat O'Z 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MI i?ade thodtsM 111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTH$)SALLOWABLE. � LYNN FIGURE 3; ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3250" �� ��•''1LCEN'; CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED•APPROXIMATE HOLE LOCATIONS, No 59706 IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL .100' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • i 6063-T6 AND BEA MINIMUM OF.100"THICK.STEEL STUDS 70 BEA MINIMUM GRADE 33 AND %AC) s' .045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125'THICK AND A36.ALL (,(�''•FC OR11O0• r�� • i ` 1. ........ r,ti. 1.2b'X3.2b'X.701P i, y ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I11`41�UN,�t. • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 S.S. MULLION �'4 A. •Nh(1MlLLEk P.E. FL P.E.#68705 TABLE 104 Mullion Copsclty Table 0bsltP) pl Opening Width(forvatlicetyspef9$ngmtNiot6)orOpening Helght(f0rlmffe9yspsntifq mftrmrs) �.• 60 M 60 In 7010 so in 90 in 1001n 1201n 140 In 1601. o 1.26%3.26 xac"11 Treprntang. Rectangular TreKdarg. Redenguiar I Ttap7Tdang. Ra140prW T.00ng. Ratlanpdar TioptTdeng. Rldan9uhr TrayTdeng. Radanguhr TrapTdang. Raci-"I Treg7Tdang. Radangular T4aKA ii. C � X.624 Loading Lowing Loadmq Lufto Loading Loading Loading Loading loading Laadmg Loading Loading Looting Loading Loading lending Lo fti; Loading pY G01 Alum Tub a tae MURton Mfggrr 'a a� s� a� a § jv;- € s€ r 's 's cv N U� U U� ti Ell � V U14, cq�O 2131 V p Vpp y �eC� .�2•�� i.2 U Uc� � tc`t w 3 (66�v♦3. R¢ 2 (Q ,2 Fi R¢ iB ,•LT" m 4210 r170.0 620 170.0 435 570.0 744 170.9 418 110.6 068 $?to 506 170.0 992 170.0 6!9 170.0 1156 170.0 521 17OX 1240 170.0 621 1704 1488 570.0 621 170.0 1735 1700 521 170.0 1983 270.0 521 0 4810 708 1M.p 621 170.0 86p 170.0 581 170.0 992 170.0 670 110.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1411 110.0 890 110.0 1700 170.0 680 189.7 1979 iT0.0 Sao 148,6 1979 IM.o 680 LU Mus 1, 717 570.9 563 170.0 096 170.0 631 170.0 1016 170.0 604 170.0 1195 170.0 723 170.0 1345 1704 74T 170,0 5494 170.0 766 1700 1793 170.0 TSB 1525 1977 170.0 766 133.5 1077 170.0 766 ,"SF a i, N 6414 797 Vol 012 170.0 956 1700 691 170.0 11 i6 570.0 764 170.0 1275 170.0 003 170.0 1134 170.0 831 170.0 1694 1700 058 166A 1769 170.0 861 134,1 1769 1I 661 117.3 1769 170.0 eaI LU 6010 886 170,0 701 170.0 1063 170.0 797 170.0 1240 17D.0 070 170.0 IM 170.0 944 161.1 1611 170.0 996 45,0 1611 170.0 1033 120.8 1611 110.0 1063 1016 1611 170.0 1063 906 1511 170.0 low cm2 63 In 930 170.0 746 1704 1118 170.0 460 170-0 1302 110.0 940 156.6 1370 170.0 lot$ 1392 1370 1700 1016 126.3 1310 164.0 1082 104A 1370 165.9 1072 59.6 1370 165.3 1070 7823 1 1310 16631 1070 (j S 6610 170.0 97'4 170.0 789 170.0 1149 170.0 907 165.6 1218 170.0 1002 1362 1210 168.0 1013 VIA V48 147.1 1000 40.9 1249 139.0 909 903 1248 130.4 9M 77.6 1218 129,0 976 68.1 1246 129.0 976 � Q.z J 82072 1. 1678 1849 170,0 870 139.9 1049 150,2 492 119.9 1049 132.1 415 M{.9 1049 119.5 660 032 1618 10&7 846 83.9 1049 102.7' 536 69.9 1049 94.3 825 69.9 1649 911 820 62,4 1049 91.1 820 ..f "Z 0 Mi. 142.71 941 1 USA 822 118.9 941 FU&e 005 105.0 $41 111.2 191 89.2 941 1100.0 777 79.3 1 941 1 91,7 760 71.4 951 66.5 757 693 041 77.6. 744 51,0 941 TU 737 44.ti 941 73.3 736 :n Z 7610 172.0 891 I 137.0 703 110.0 894 1116.9 707 B4A 891 102.4 763 52.6 004 91.9 740 73.3 1 894 B4.1 730 68.0 891 78.3 721 65.0 895 70.7 707 47.1 891 67A 791 41.3 084 66.1 685 8o in a5,9 art 60.1 506 71.8 671 74.8 605 CIA art $6.3 67653.7 671 50,2 568 47.7 611 62.9 660 430 671 40.0 651 35.6 571 411 639 30,7 671 39,7 631 26.9 671 37.0 626 r' r tNO N 6 8610 1 0 .1 590 72.8 627 68.0 680 614 610 604 690 634 609 843 590 47.6 602 39.3 598 43.0 491 35.1 690 394 108 29.5 690 31.7 477 26.3 690 31.6 169 22.1 690 28.8 161 No C 10810 19.7 466 60,5 421 41.4 486 42.8 414 35.6 466 37.1 400 31.1 466 32.9 402 21.6 466 29.7 396 24,9 466 271 391 20.1 466 21d 382 1T.0 469 21.2 316 16.6 4.66 10.6 370 it11a 454 µ1 /$.7 404 381 µi 39.3 343 32.7 µt 34.1 387 28.6 441 30.2 382 26.4 441 272 376 22.9 µt 2{9 372 f8.! µf 21.6 353 i6A µ1 f9.3 356 14.3 µ1 17.5 351 52010 36.3 370 789 34 30.2 379 7fA 339 25.9 374 26.0 334 22.7 370 23.7 329 20.1 370 21.3 326 18.1 318 19.5 321 15.1 370 16.7 311 (C w x 144 in 214 262 21.21 242 173 262 17.6 239 160 262 13.3 236 Q O 2 TABLE108 ANCHOR CAPACITY ADJUSTMENTFORMULA: 'egg 90 AncharCapacity Table pbs) ANCHOR CAP.,,,,,,,, g Ix SBOelrate OR Coociele, 846CmM. How CMU FmedCMU PTWODd Meld (DP„)Xt >-ANCHOR CAP.,,. 6ti6'Elco V4'SS Eke 6r5S Ek0 14'SS ER0 010 Sled #128(841 #9 SW MULLION CAP.,,„,_ AnehorCllpPDttems MT &i6•EkoUllmcm UrFJcoU9r4con Minton S�t6'Elcotmram V4'Ekouluacm AggcGga Ulirecm AgpGda SMm6(G6)Scmw(G6) screw(415) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge lxstarce 9n) 1' I 2-11r 1 t` 2•Ur -3.178" 1• 2.072 r 2•V7 2 &VIr r OAV 0w 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Ralbaammt n 1a4• 1+N41 1-314• lar r 1-V4' MIC 1414• 1-114' 1.114• 1-V4• r 1-318' fab• ladoa ACTUAL PRESSURE REQUIREMENT FOR THE 2XMI"Sµ470'MW C1C.181aroxogOM2t5Ctp(hig 17' 9.0016-3 ago 45 450109 800ms 184110% 27096 280 MS I 3S4 Md 740126 374 m9 66495 04686 341 las 442116 ago me OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archa9@ 1.151 Min,0.C./StaKVro(or 016el)Ct (Hg.27 480105 700Me NIA NIA NIA NIA 380168 NIA I WA WA WA WA 68210% 88506 5129 me CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMIM iA S M4.0.4 I 215Ar0eC6p%! a.a) 7800s ?So no awIft low me 1"M 540ms 66096 NIA 7601bs 748 m% SW Ibs 1692 m6 602ms ass lbs 1120m6 MULLION.IT WILL YIELD A MINI MUM ANCHOR 3AnMMn Q0,64"MIn.O,C.I U•Cpp,mm.107 A0rm, fg 4) NIA WA NIA WA NA NIA WA NIA WA NIA WA WA NM WA 030 tis CAPACITY WHiCH MAY BE USED TO QUALIFY t Alktnrl F4: g6T 19609 18095 22,•1 m9 416 m5 822 its 1351bs 140 m5 27709 370116 187 m3 3321b0 4731b9 110109 22110-31 21101bi I ADDITIONAL ANCHOR OPTIONS FROM THE 2AnetaN 1.15•NOn O.CJFL' 0 Z40 ms a50 me NTA WA I NIA NIA 106 mg NIA WA NIA WA 771.0 341 m9 442 R8 No the ANCHOR CAPACITY TABLE, PRODUCT RBVISBD m complying with the plodfbs Coda FIGURE 1: FIGURE 2: 'A 3ace Accet8aTb��•'421Qa,4S"j' • • • • TABLE NOTES: 1,260' EDc irat{on Date- JQ�( LO 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION D� ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M4an1 DadelredaciCor 1111 11111/ FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. �� q 4 9)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ��`;• ti(cENSg'•.�� ANGLE 3.260" . • CLIP MUST SHEETS 21.23,HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS ' ,c BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. fy No,5&70r� IN PAiRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND �V_FIGURE 4: FIGURE6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL 8 4, ) :'`"BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56,ALUMINUM SHALL BE _t3 6063-T6 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND l��Tc•, r(OR1Dl • . 046"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICKAND A36.ALL �,S .,•. Z ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26"X a25'X.624' '///�S}/0NAV- #10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.L{H)VuLLVR,P.E. FL P.E.#68705 TABLE 11A Muillon Capacity Table 01o9R1') Hr� opening Wdth(lorvedlralty-spamin0mLNore)orOpenlnpHal®ht(brh°rizad°9yepannI mutons) fic N 601n 70 in 80 N 90 in1 1001. 1 120 in 140 in 1601n RaodnguLv TrepMWO. Radan{plar TmpRdang. Ab cl.gw.r Tmpadsog. Reclmgulu Tmprrdarlg. Redungular 7�epridan0. Reclugular TrapRd9ng. Rau1en001ar Tm IlIL"' Rodnn9ulm Traprrdong. 11--1 4, Traplllhng. tl 195 x394 u Lomfng Loading Loading Loading Loading Lcadmg lnadirg Loading Lonbng Lsadnp L4admg LoatlS,g leading Load'ng LosdYg Loading Laadnp Loading by x.624 d Alum.Tube .. s S E �� $ ., $ E, fit• �,. •e-. �§ •$ % •$.. '8 2'. a ��.. .+u .�.. � c6' •t � � �,. � •�u.. f '6.. Mumon a s a� � e• � :£ a e$ $ s� A. �� �• �•�. � e �• � E �€, g eg g �. R Is i �•�. $ c� I ��. a i� a u u v u u ua u u u u.• u d aS u u u v u u 1'i u u� v ua u 3a u uu' uhh u u' u u kk m �� S r 1s.G E� 5 '� 'u•B• 5 5 � $ 5 I$ 6 z �8 �o �a �� �a R �a R a �a �a �a �� �a ��, �a �a as ��. �a �� �a � �a . o � 421n 110.0 620 170.0 435 170.0 744 170.0 478 170.0 060 170.0 508 170.0 992 170.0 619 110.0 1116 170.0 521 170.0 1240 170.0 521 170,0 1488 t. 12 170.0 1735 170.0 621 170.0 1983 170.0 621 48 In 170.0 700 110.0 57A 170.0 850 170.0 561 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1216 170.0 671 170.0 1411 170.0 NO 170.0 1700 110.0 1983 170.0 680 170.0 2267 770.0 680 6052b in 170.0 717 170.0 567 170.0 896 170.0 631 170.0 JIM 170.0 684 110.0 1195 170.0 723 PDA 1346 170.0 747 INA 1494 170.0 768 170.0 1797 170.0 2092 1700 756 170.0 2391 170.0 756 � Q'� N 6s 110.0 797 170.0 so 170.0 956 170.0 691 110.0 1116 170.0 761 170.0 1276 110.0 003 170.0 143{ 170.0 837 170.0 1694 170.0 JIM 170.0 1913 110.0 7131 170.0 651 160.2 2403 170.0 Ni ca W C3 60 In 170.0 665 170.0 TO1 110.0 1063 170.0 797 170.0 1240 170.0 078 1i0A 1417 170.0 944 170.0 1591 170.0 998 110.D 1771 110.0 1033 170.0 2126 148.3 2167 170.0 1063 129,8 2163 170.0 1063 I=- co J 631n 170.0 930 170.0 746 170.0 1116 170.0 860 170.0 1302 170.0 940 170.0 1409 170.0 1015 170.0 1613 170.0 1076 170.0 ISO 170.0 1122 1569 2060 134.6 2060 170.0 1171 117.7 2060 170.0 1171 Wj661n 170.0 971 170.0 789 170.0 1169 170.0 9D3 170.0 1754 170.0 1002 170.0 1655 170.0 1086 170.0 1757 IT0.0 1155 170.0 1948 170.D 1210 143.0 1966 122.6 1966 170.0 1286 107.2 1966 170.0 1206 Z Try i �• J 121n 170.0 1063 170.0 870 170.0 1215 770.0 1009 170,0 1/0B 170.0 1126 170.0 1700 170.0 1228 164.1 1734 170.0 1315 1]0.7 1731 169.0 1386 116.6 1731 166.9 1361 99.1 1134 160.0 1]52 80.7 1731 150.2 1352 cd 3 78 in 170.0 1122 110.0 077 170.0 1716 170.0 1000 ifiB.6 1558 110.0 1209 t17A 1566 1652 1285 1311 1556 161.6 126fi 117.9 1656 141.3 7261 98.7 7658 128.7 1229 M9 7556 122.3 1219 77.7 1656 121.2 1716 7BIn 170.0 1161 170.0 967 170.0 1381 170.0 1116 165.9 1411 159.3 1246 136A 1477 162.0 1224 121.2 1477 139.1 1208 109.1 1477 129.6 1191 90.9 1477 116,9 1169 71.9 1477 110.8 1158 68.2 1177 109.3 1164 1pQ..,, � •",,, � 10tn 112.0 1110 118.5 986 I16A 1110 123.9 968 101.6 7110 107.9 961 88.9 7110 96.3 936 79.9 1110 87.5 922 71.0 1110 00.1 BID 592 1110 71.3 gg1 60,7 1110 66.6 078 MA 1110 82.7 070 y 4Np Q N O 961n 117.0 876 120.7 012 97.6 975 101.5 066 63.6 975 09.7 B42 172 976 70.6 829 66.0 916 71.2 017 68.5 976 65.4 BO7 48.8 976 61A 789 11.8 915 62] 77fi 76.8 976 49.7 761 a Z 108 in 82.g7lIBCD 698 68.6 771 70.1 695 68.7 1T1 61.3 674 61A 711 64.3 664 15.1 771 49.0 665 111 771 44.9 617 34.3 771 38.9 632 29.4 771 35.0 621 26.7 777 Y1.4 812 11710 75. 661 63.1 730 65.0 b50 64.1 ISD SB.3 610 11,3 730 49.9 637 42.1 730 IS.O 822 3Z8 730 41.1 614 31.5 730 W6 600 21,0 730 31.9 609 23.7 730 295 681 to fh _ 12010 69. 569 49.8 62! 67.2 1;60 42.0 62{ 41.3 fi52 77.6 62A 39.2 611 33.3 624 S5J 637 ]0.0 624 72.2 631 . . . 24.6 509 10.7 624 22.6 601 cni 141 in 31 400 20.9 433 29A 395 24.8 433 25.! ]90 21.7 433 22.4 785 19] 433 20.0 381 17.7 d33 18.2 376 U N Q Q O o T zm TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: SQ� AnchorCapoclty Table([be) ANCHOR CAP--) BUD9lrate 2.76Corcrele 86kCmc. HOBWCMU FlOsdCMU PI'WOoO M9r1 (DWX( =ANCHORCAP.� 816•Elco vd•ss Eko 976•Eko ilr ss Dco at6 sfed 8t2ated 612 steel MULLION CAP.r,en„a AnchorCllpPatteme � Br1SFJeoUmaoan vrEkouamcm Uarde011 &16'BcoUnmcan t/rEkeUankOn AggeGalor uarxon Aggn3oar scmw(05)jSaw(G5) scrcw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR E4go nlstarce 0n) 1• z-v2' t• 2-Vr 3418• 1• 2-11z r 2•v2' z 34Ar 2' 0AW 0150 0.82r CAPACITY REQUIRED'CORRESPONDING TO AN EmDeallelt n 1314• l-Wr I've talo• x 1-v4' 7-vr t-v4• avr 1•v4• 1-vr z 13'8• tarn vales ACTUAL PRESSURE REQUIREMENT FOR THE 2MelDr9®476 Mln O,C.I SlerdaN r Ode C� g I) 990 ms s90 ms 450109 ®o me 164409 71009 2.00 me �4 me 740Im 314 me 664108 94s 1m 311 nn 442 0n 960 Ra OPENING,WHEN IT IS LOWER THAN THE MULLION a9g 7,15'MIM1 O.0 I81aWa1d(r OfOet)CNp(Flg 2) 4800» 70D 0a NIA WA NIA NIA 380106 NIA WA NIA WA WA 6B28u B850a 7120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcD 4 Archon®3'Min.O.C.I rA 2s6Arp16 Cops I(Flg 3) 7ln Ds 7801°9 wD 09 1580 Do 189809 54009 6600] NIA ?W Be 748 ms 88D Im 1692110 682 m9 BBSms 11201a MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arctnru®0.84•MOL O.C.l u4:llp,Inlo.lOr ANm ft 4) NIA WA NM WA NIA Ne\ WA N!A WA NIA WA WA WA WA 1267 me CAPACITY WHICH MAY BE USED TO QUALIFY 1Arclar7 F-0Bp Qig S) 19609 TBS ID9 2M Ios 4466E 02211E 1351t1s 14011E 177 in 370 IDS 187109 33208 47304 t10 03 22109 2a003 ADDITIONAL ANCHOR OPTIONS FROM THE 2AnUlors 7.79'MIM1 O.OI F�Yp mms 35009 NIA WA NIA NIA Mile NIA WA NIA WA WA 341 m9 44209 660 me ANCHOR CAPACITY TABLE, PRODUCTREVISED ®complying with the F UM& 1.250' Building Coda 1(p.p$LS•o FIGURE I: FIGURE 2: Acceptance No 3 TABLE NOTES: Cxpim'on Date /�2) • • • 1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION by ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dade 1 1 11C tllllllll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. `��Q>V I YNIV FIGURE 3: 3.94' ���,•'7,\CUNS, ••.`� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE rY; BE USED T SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS i N0.50705 CLIP SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ,`) �'IfArL �,b GROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ` •''•U: 6063.76 AND BEA MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624" .O 045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ���� `�+��Nn`- \ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. // 1 #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.LYNrII MILLER,P.E. MULLION FL P.E.#58705 TABLE 129 Mullion Capacity Table tbeff e Opening Width(for wr0cally-spard mullions)orOpening HDlght(for hodrnntayl6penningmullions) SOI. 80N 70 In BON 20 In 1001. 120 in 140 In ISDN ��u�tttt�~cc6' RL,.ffo8or Aeprittmlg. Ractnng�Aer Tnplydm+g. MNang5lar 7#epl7deng. Rectentdv 7tnpRdeng. Reetmtpder Tnphilang. Rad4ngWa1 Tnpliftna RaeN.gma Traplmatg. Rad n•4ar 7FepRd.ng. Ra6tntgma T ont. '� o 21c4E.26 taadng tuadnp Laadng w1dng Loodng Lowing toadn9 LoednO @1.Loadng towing Looting Lowing LoednB (aad>tg Loodng Loadng t.oadng taedv 4 Alumunionh in B 8 1I h I I-4 1 1- Igo H I il 4210 170.0 820 Vito 435 110.0 744 170-01 478 170.0 666 170.0 606 170.0 982 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1498 170.0 621 170.0 17Jtl 170,0 521 170.0 1983 170.0 621 Z 48h, 170.0 708 170.0 574 170.0 850 170.0 881 IT" 902 170.0 630 170.0 1133 170.0 68! 170.0 1275 110,0 877 1704 1417 t70.0 680 170.0 ITOD 170.0 860 170.0 1983 170.0 660 710.0 2287 170.0 we J W 60.628 in 170.0 747 1709 683 1704 age 470.0 631 170.0 1048 170.0 684 170.0 1185 110.0 723 t70.0 1348 170.0 747 170.0 1494 IMA 75S 170.0 1793 170.0 7S8 170.0 2492 170.0 769 170.0 2391 170.0 788 a, to 611. 770.0 797 170.0 012 170.0 956 170.0 891 170.0 1118 170.0 784 170.0 1275 170.0 803 170.0 1471 170.0 637 77d.0 in,; 170.0 656 170.0 1813 170.0 881 170.0 2231 170,0 661 170.0 21160 170.0 BB1 LU o O 60 in 170.0 005 170.0 An tM.0 11083 170.0 797 170.0 1240 170.0 878 170.0 1417 176.0 944 170.0 1684 170.0 998 178.0 f771 170.0 1033 1704 2125 170.0 1003 170.0 2479 170.0 5063 160.8 2080 170.0 1083 6301 fl0.0 930 170.0 745 170.0 ii18 170.0 650 170.0 t302 170.0 940 170.0 146a I?U 1015 170.0 1873 170.0 1078 170.0 1059 11&0 1122 170.0 2231 170.0 If% 168.7 2563 170.0 1171 IWO 2653 170.0 1171 � c68N 170,0 074 170.0 789 170.0 1188 170.0 903 170,0 1364 170.0 1002 170.0 1550 170.0 low 170,0 170 170,0 1155 170.0 1818 170.0 1210 170.0 2318 170.0 1275 161.9 2437 170.0 1286 1329 2437 170,0 1268 72 in 170.0 11003 170.0 878 170.0 1276 170.0 7089 170,0 1406 170.0 ii25 170,0 1700 170.0 1228 170.0 1013 1700 1315 170.0 2t25 170.0 1387 146.6 2184 170.0 1466 MIA 2184 170.0 1529 1002 2484 1780 1538 w Mtn 170.0 1122 170..0 037 170.0 IWO 170.0 1080 170.0 1870 170.0 (209 MIS 1794 170.0 13M 166,1 1960 170.0 1421 148.8 IBRO 170.0 1W5 12&6 1980 181.8[02 .1 1980 164.0 16;15 829 1080 1627 1671 � d IQ in 170.0 1161 170.0 BB7 170.0 1101 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1369 162.7 1881 170.0 1474 117.4 1881 16&1 1600 114.6 1681 147.12 1891 139,8 1469 BSB 1681 737.8 1464 Q O r � so in 170.0 77th 170.0 1544 149.1 1399 1'588 1210 1127.0 1191 138,0 into 11ts 1398 121,3 1179 09A 1388 110,2 1162 00,5 1388 101.6 1147 74.5 7308 69.8 1390 827 1105 65.9 1396 78.0 1086 (- a ZC 0 981. 147.4 1229 161.6 1088 122.9 1220 127.0 107811011.311220-111,1.2 1001 02 1228 O&9 1044 81.9 1220 89.0 1020 73.7 1220 824 1016 61A 1220 72.27 1229 65,0 977 40.1 1228 02.1 087QTOB N 103.6 071 705.8 877 BB,J 971 88.0 802 74,0 071 77,2 649 84.7 971 BBA 837 57.5 071 079 026 61.8 871 50.5 915 43.1 971 40.00 971 490 102 VA 071 40.8N/1!N 959 9f9 87.3 832 70,6 810 11th 919 88) 914 70.9 608 69. Ste 029 794 S&0 9tQ 56.7 764 47.7 814 61.6 774 39.7 919 44.61 919 482 742 29.8 919 37.1 732 O120N 76.6 788 788 719 02.9 788 666 745 6&9 798 65.8 695 47.2 789 499 668 419 768 MA 677 31.1 788 486 668 31.6 780 1490 788 31.0 841 2&8 766 25A831 1H In 43.7 648 MZ 601 U-4 618 37.0 499 31.2 646 31.8 491 27.3 646 202 405 79.3 619 26.3 478 21,0 648 22.8 474 iB2 640 1e.6 .6 548 17.2 455 11.7 640 16.5 448 U N Q O O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: x d AnchorCa act Table Ib•) N /ANCHORCAP. - Lk °�(L" SuteOata 2.7K Corcn:te &6k Cu1c. }fokM t2,1U FtkdCMU PTWaaO Male (OP)X ANCHOR GAP.,Q, •.,1 Anchor 7ypa 3'tr Bco Ug(Oim WEkaunfacm 510"Eleo 3116•Etcolnbacm WElcou9aom IICSSEko 51f6•Eko 114•SSEtto 8/06ted MOW 912 Steel MULLION CAP.,,",,,,,, AnchorCitpPatteme lmlatan AN1eclaW ufolum AMMOntor St"(M Scoov(GqBuew{GS) USE THIS FORMULA TO OBTAIN THE ANCHOR Eog6 chance ft I• 2-vii, I, 1 2-1/21slar 1• 2-117 r 241r 2' 3.11ar 2 OAV w0.02C CAPACITY REQUIRED"CORRESPONDING TO AN Ennowmea b 1404+ 13+4• 1 lam• 1 I-W 2• 1-114• I-Il4r 1.114• t V4' 144• 1.114• r 1-618+ 1.101• noes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Antnlla 0 4.75"MIA O.C.I84a clava 104361 CYp(Flt 16 990 eta 390 w 4501113 890 tin 1644 Poe 270lbs 2801W 364 W9 _74-17i-ba 37411A 664 its 94610 341 Ws 412111 ON We OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arc0at@2W Mht 0.Q l Stondud(or 0(bet)Cf•Oto.a 740" 740 Its 6.5000 1485 tis 11424 NIA ON MO NIA Mite NIA 68094 WA 082110 685 11200-6 CAPACITY(FROM THE TABLE)OF THE SELECTED 6Arsha34i♦1.71"MN 0.4161atmN(a OOset)C 0184 688 ma 050 768Ib8 1B4G IOe NIA NIA 7059. N/a 709tm NIA WA WA 10221ba 192/w6 1680 ria MULLION.IT WILL YIELD A MINIMUM ANCHOR dArctars 4031Mgl o.Qt 246Aigle Gepst gag.67 no Fos 7 630 ft 1660 ft low O91s Osage NIA MOMS 748tH ago is legally; 682wPACI s U51es 1120 On CATY WHICH MAY BE USED TO QUALIFY 6AnMn@3•MN'00,/01218 A101e C1p,I(Ng 6) 11701139 i110100102090-6 2340 We MUM e 9 8400 NIA 1f4OW6 1122lbs IXOItes 2639gs 1022tbs 1327 We smIts ADDITIONAL ANCHOR OPTIONS FROM THE SArctas�lA4•MIn.OA.tU421p,000.f25'Ata11,ft NIA WA NIA WA NIA NIA WA I WA WA NIA WA M" WA WA 073 ANCHOR CAPACITY TABLE, 6AKMn@044•M61.O.C.IUZep,tnto.IWAkm CFlg.Bk NIA WA NIA WA WA NM WA NIA WA NIA WA WA WA WA 21 118 PRODUCT REVISED 2Argtws 0269'M1a 0.0JF�t(FIQ 3101Ds 370 Rte 315 W8 743 SS 71203 1 NIA 280&8 NIA 36611. NIA 440111-6 WA 341 ms 442We 6601113 at complying t711h 1101 p1o14d• SAmters®131•MN.0.QIF-Q ( .1% 443 m9 525 We UMW 1 973 We 1 NIA NIA 311 We NIA 8BOIbs I NIA I WA WA 611>D9 66481 040 W9 Building ` NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. A,,,,,,,=, 4•c'S CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. IN'rw t Do Oil FIGURE is FIGURE 2 FIGURE 3: FIGURE 4: 2 0w B • • • • • • • • TABLE NOTES: Miam Dad6ProduM \\\111111111] 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. `�fn.�•' ""• .11Fr�iJ FIGURES: FIGURE& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. �• '••iC • • • 6 250• 4.000° : 140.50705 • • • • IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SH3)MULLION AND MULLION CLIP$SHOWN ARENOTTO SCALE.FOREETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE CT DIMENSIONS,SEESHEETS21-23.HOLES TO HOE FIGURE 7. FIGURES: FIGURES: FIGURE10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT U.'•. t\1E01• �- -.� FLORID?••'G� • N p -' • • (FIGURES 566) (CMU)SHALL CONFORM TO ASTM C-90•WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. • •• 1u� I�UuEI MUST BE USED ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 2•X 4'X,25"MULLION til 4%NAX,,, IN PAIRS. GAUGE}.STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A LYi fNIM�� 7 • •• • • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E,#LP.E. 8 R, TABLE13A Mullion Capaofty Tablor Obaffe) • Oponing VNdth(for verfica*spaIvIrri md0ons)9rOponin Haight(for harizonlo0y-spardira ititnorts) Seim so In TO in Bar In Gain login 120 In twin ��~b-' ROCWv* Rectangular TreWdBng. Rociewiff I Trap/rdang. R. W '11ropm Rcolfintmarpiew-dW4 -1jwd-ang, Recta W lris#Mftq� Reelampular ThiplTdong, Loa 2.1.16 T`mpoaZrb_9 Landing Lodno Well Lcefing W.&V LoadmD Loadmil Loaft Loafto Loaring dD§ Loani Loaft Undnit Alum Tubar Mullion E 42 In 170.01 620 170.01 435 170.0 744 170.0 478 170,0 688 170.0 60 170.01 M 170.01 Big 170.0 Ill 1 6 170.0 621 170-0. 1240 170.0 521 170.0 1456 170.0 521 170.01 t735 170.0 621 170.0 1003,170.0 521 46 in 170.01 700 V0.0 VA 170.0 850 170.0 51A 170.0 692 170.0 030 170.01 1133 J70.0 661 imo 127,5 170.0 877 170.0 1417 170.0 600 170.0 1700 170.0 660 170.0 103 170.0 600 170.0 i7o.0 680 083 d U.1 50.626in 170.01 747 17010 US 1704 1 am Ino 631 Ina IM 170.0 MI 170�O IJSB Ina M 170.0 134 MO -147 170.0 1424 170.0 756 V9,01 IM V0.0 7666 170.0 2MMORM2 170.0 780 3: 170.0 2301 170.0 756 In 54 In 170.01 791 170.0 012 1170.01 ON J70.0 Sol 170.0 Ilia 170.0 754 470.0 1276 J70.0 003 170.0 1434 170.0 837 170.0 1594 170.0 666 170.0 IOU 170.0 081 170.0 2231 170.0 681 170.0 2550 170.0 061 U! C) 60 In 170.01 M 570.0 101 170.0 1053 V0.0 107 170.0 1240 V0.0 BIG 17010 107 170.0 044 -170.0 1594 170.0 M 170.0 1771 t70,0 -ion J70.0 V25 170.0 1003 170.0 2470 170,0 1053 170.0 2M 170.0 1063 63 In 170,01 00 170.0 746 00.0 ilia i7IU0 850 170.0 1302 17U 940 MR I 170.0 lots 570.0 Ion 170.0 1076 170.0 1650 170.0 1122 to MI) 2231 170A ItOg 170.0 25M 1 IMO 1117f 170.0 2975 170.0 BBN 170.01 074 170.0 M 170.0 INS 1170.0 003 170.0 1364 170.0 1002 170.0 1558 1 i7o.0 I - - - ON V0.0 1753 170.0 1153 170.6 1940,170.0 1210 170.0 23381170.0 1275 170.0 27271170.01 1200 170.0 3117 170.0 1285 Ser 72N 170.01 1M 1170.0 076 1275 170.0 1008 J70.0 z 171.1 1400 170.01 1`128 170.0 1700 W0.0 1228.170.0 1013 t70.0 ISIS 170.0.2126 t70.0 1357 170.0 25501170.0 1468 170.0 29761170,0 Ifin 170,0 3400 170.0 IGO 78 In 170,0 1122 170.0_;W IMO 1348 170.0 low J70.0 ISTO l7a.0 1209 00,10 1704 M-0 IM 170.0 2019 MG 421 170.01 2243 1704 M5 170J 2M 170.0 IBM 170.0 3140 170.0 ja94 Ilao SIBS 1704 17a =1 78in 170.0 MI 170.0 007 00.0 MI 170.0 ilia 170.0 1811 00.0 1250 170.0 iS42 170.o ISSS 170.0 2072 170.0 1474 170,0 =2 V0.0 1684 170.0 2783 170.0 1700 170.0 3223 170.0 1717 J70.0 3M 170.0 i7ee '7 2 111,1 _J 0 io, "3' 70-g I "a' IM 1241'1 2 r",7000�-.,io I,It", r14 a go ,a f17 gl7r am, L18 In I SIBS BON W0,11 020 110.0 044 110.0 1594 Ina, n2a 170.0 law l7a.0 H98 170,0 21125 170.0 1653 170.0 2391 170.0 t793 170.0 2060 R0.0 ISIS 170.0 go. SIBS 170.0 L125 f56.0 3413 174,0 2273 IAS 3413 170.0 2;Ot z 98 In 170.0 1417 170.0 1232 170.0 1700 1 go - 70.0 1434 170.0 1983 170.0 Ion 00.0 2297 17OX 1794 170.0 255) tlro�o 1952,170.0 20" 170.0 2M look 3199 170.0 23,38 1373 3409 166A 2410 120.0 31119 156.112428 ,gg im 1 1070 170.0 2650 VGA 2M 184.6 2701 J70.0 1961n t70.O 1514 Voto 1409 170.0 1913 170.0 1647 170.0 2231 17_00 27 21271 H146,31 Still 161.0 2333 123.0 2761 140.4 2211t 105.9 2781 125.0-vU OZ7 F2781 tio.01 Slog CS U3 111 In 7..o 1454 1170.01 1 'a' So. go I . 210 t6l.6 2832 MI 2M ill in 170.0 1038 1170,0 IWO t70.0 t700 170.0 2293 170.0 1032 V0.0 2021 11,00 00.8 202 L14-0.4 2216 ti3.6 2032 128.4 SIBS 07.6 2032 t15.1 x 11 F�2"O_Ihn 17'.0 1771 iT0.0 I ISSIS I t70.01 2125 170.0 M 154*4 2M 159.0 IM 135.1 2252 141.4 MI MA 2252 t272 two 100.1 2262 110.1 1015 SMI 2252 Wit 1'. (1) It'. im t. I. ag x 1 111 In 126,1 1504 1 i28j8 1 1445 1104.31 15S4 108.1 1: IS 1.15641 00 1 < 1564 91-5 1407 X2 .7 IM 169.5 1564 72.3 1373 62.0 1564 85.7 12 Cq 0 TABLE 139 a (0 Anchor CavaeltvTobleabs) ANCHOR CAPACITY ADJUSTMENT FORMULA: su-beimte 2.7k Conprete 3.5k Cow.I HoflowCMU FW&dCMU I PT Wood MOW (Op )Xt.ANCHORCAP. _N=ANCHOR CAP.., 10,� A,Ww 7VK 3tiS-Elam Uluscan 114-EW umaroan '"'o \MULLION CAP.,--/ AnchorClip Pattems Uttracon Wfir uf 88 E-iu�E- 114*SSEko 0108teel #1281.01 028ted AggreGelor Ultracan ApopeGalor 9cmew(65)acrew(05) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Wtowe(iny, 1. 2.12* V 2.112' 3.118. 1. 2.127 1. 2-Mr 2' 340 r IIAB" 0.54, 0,324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment S-SW 1-3/4' 1.374' 21 1-110 W141 1-114, 14141 14W i-174` r I-W 14V Wdes ACTUAL PRESSURE REQUIREMENT FOR THE 2ARohm C 4.76'Min.0.C./StmWerd &@g TiV Soo lbs 390 Itz 450 to 890 lbs 15441 g' 270W 280 lb, 354 ft 740Ibs 3747ts 684 IN 940W 341 lba 42 lbs 50 IM OPENING,WHEN IT IS LOWER THAN THE MULLION y - _ 4 Anolvan @ COW Mi..D.C.I 81anftd("Maii Cap(Fig.3R MM ft 1780 lb3 ae M W -- 3232 ft Rat ars SW Lbs 700 R. 1480 an 74ans im ras Im 93 682 ar, aw Ibs Ilia roe CAPACITY(FROM THE TABLE)OF THE SELECTED C11 Ste dvd(or0lbell -_E95 lba - NIA WA ISO 13 1710 lbs 2240 too MULLION.IT WILL YIELD A MINIMUM ANCHOR 8 Anchm 0 1.71-Min.0. n ft.4): 11801155 1400 The rolo lbs NIA WA 940 lbs WA law Ibs WA 4ARftm Q 7 K&aQ J(2j2x5AmfW CUPM51 M 6Y. 760108 M IM. 6501bs 1560150 1890 M 540 firs 613070 WA iWlbs MIN 602 ft M ft 1420 Ib3 CAPACITY WHICH MAY BE USED TO QUALIFY 0 AWhW 63•Ift D.C.1(2)215AWO Cap I(Fla.0) 16601ba 15001b8 13w lba W20 The 37921" ION The 1120 ft NPA 15201* 1498 be 1760 ibe 3704 lbs M31M 1 1770 an. 22401 ADDITIONAL ANCHOR OPTIONS FROM THE 3780 W3 Wk WA 1320@8 WA 4600me NIA WA MIA 20459. F21154 ft 3380 tire ANCHOR CAPACITY TABLE, ii-wrw 2100 The 440 Ito 4 Anchm®1.34"KOL D.C.I ULCIp,Into.12V Alum.(Fig.0): WA I WA WA NIA WA WA WA WA M WA NIA WA WA NIA 14301- ------------ PRODUCT REVISED a complyh1a;with Ilk" 8 Arommi a aw Kn.C.C.!UIQIP.MAW AIUM,E� MIA I WA WA RZA 'A JA I WA I RA WA WA WA WA N/A 288103 out iding Cada 2 Ancham-0 4.68-Min.0.0J F-alp o1q.10): Mas I 3w M 4506* ago M IT. 2700 1 M 260 ft 1 354b 1 740 in 37400 630 Ib3 0486* SO on 1 442 lb, ffig Ibs 4 Anch=@ I.Itt'lAW.O.CJ F-Op QFW IlrI MR* I 14DO ft W3 Rld 12M It's WA WA 470 ft I WA 1 533@0 WA WA WA an ma I aw its 1120 VA e_ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS TH E STANDARD CLIP. TABLE NOTES: py FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4; FIGURES; FIGURES,.FIGURE 10: :a 1-gal -I]b. FIGURE 11: i)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. N 109/ 11 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/CR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS rie706 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE S., FIGURE FIGURE 7'. SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE Yl CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r (FIGURES ISM!r-F -' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED 8-7) YELLOW SOUTHERN PINE WITH AN SO OF 0.65.ALUMINUM SHALL BE 6083 T5 AND BEA MINIMUM OF.125" MUST BE USED IN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO 0 FlEnun -rIPAIRS. BE AT'LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2,XOIXIS. "�O'N THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY SE STEEL,18-8 S.S.OR 410 S.S. MULLION L�00 MJLL�R.P.E FL P.E.#68705 TABLE14A MwBon Opacity Table iberett aft Opening Wldth(for vairt y-spannlr>gmWons)0rOponingHoight(torhodzontallpspaM mlAlons) 6D In 601n 701n 801n 001n LOON 1201n 140 in 1601n Rodwaft Tn7pRddag. Rtctugt4er 7"I f14atg. Roctatl�la7 TtetWTdaag. Raiazg14a7 Tr41YTdatg. Rech ar Tr�i6ang. Racto guIar Trap7narg. Rearangt4a 'i�lTdor- Reetan9iner Tm FNS`g' Loaaln9 Loafing Loaft Loading Loft Loading Load) Loading Loafing Loading Loedltg L Nning Roo1adingaz T4aoadrig � C 1.28"x 2.11" n9 oadkg l4adhg Loading Loading Loading Loading laatllnD � is x 126"Afum Tube Mug s JAL � 42 In 1441 529 157.0 428 1292 629 1-068 419 103-0 628 1311.9 414 80.1 628 134.0 411 001 52e 134.1 411 T2i 526 134+ 411 60.1 628 134.+ 411 61.6 FQ8 134.1 411 46.1 528 1341 411 O 48 In 906 403 10&0 333 806 403 94.7 325 89.0 403 89.4 320 60.4 403 01.4 317 63.7 403 79.1 316 4a3 403 M 344 40.3 403 70.6 314 34.6 403 7&e 314 302 407 70.6 314 -� 5D,025 In 823 362 g1,0 301 888 302 7&3 294 6&8 362 71.9 289 51.6 362 81.2 286 45.7 362 64A 284 41.2 362 63.0 283 34.3 382 63b 203 29.4 362 M6 283 20.7 382 03,6 283 {, 64 N 87.9 318 74.1 287 6&6 310 69.2 187 4&5 310 57.7 260 424 316 63.6 253 37.7 310 50.6 250 339 318 40,8 249 263 310 49.1 248 JE 240 21.2 $19 48.+ 210 m O 3 60N 436 268 63.1 219 41.2 168 46.7 214 35.3 269 40,7 210 30.9 268 37.2 207 T76 268 $4,9 204 24.7 258 33.4 203 299 260 31.2 201 201 75.6 258 32,2 201 U) ( J 03In 427 234 40.9 100 3Sa 234 331 105 306 234 347 102 2&7 234 31.6 189 23.7 234 29.4 189 214 234 290 164 170 234 204 183 183 13.4 234 28.5 163 2U68N 37.2 213 334 103 31.0 213 337 179 26.6 213 211.8 170 13.2 213 17.0 173 20.8 213 25,1 170 10,8 T13 237 169 16.6 113 22,1 7117 100 11.6 213 22.0 1110 WA �. 72N 266 179 30.1 168 2&9 178 25.8 162 20.-0 1711 71.6 1411 17,9 1T9 20.3 147 15.8 178 19.7 1-06 70 N 243 101 26.4 149 203 104 27.@ 137 17.4 161 19.o 130 iaT 181 17.0 133 u Z 76 In 226 162 23,6 133 198 162 79.11 737 181 152 17,6 128 Q r BLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z �V AnchorCapao Table Obs) AP,:,_.) `_ a3 ANCHOR Cf- p .� StO91rdt6 2.7k Concrete 3.5k Care. HoOow CMU FkdCMU I'Moad Mc1a1 ('DP,,,,)XtANCHOR CAP.u, tT} r- 5M6'EkP 114'SSEko 5116•Eko 1f4.9SEkIt Y12SIael Y12Sf®I MULLIONCAP. ,,, s- AtttBUTyp9 3118'Eko Wlraat 114't7to 1tOc8Cm 3tt6•EkouOrdcon 114"Eko Wirdcal 2 tV AnehorCllpPattema Uetattn lsBpeSl»ia WOaean aggret49or attes/(GSy streY(a6} USE THIS FORMULA TO OBTA04TNE ANCHOR Edilxstance 1• 2.12' T 217T 3,-"' 1. 2-12' 1' 2.12' r 3-lu 7 0.54• o.31r CAPACITY REQUIRED"CORRESPONDING TO AN 0 w W EMbMad ft tae• 14x4• I V41 13t4" 2' 1474• 1-tr4' 14fs 11414• 1-114• 1.1x4' r tars Was ACTUAL PRESSURE REQUIREMENT FOR THE U tY ,� .O O 4AmnD QTM440.C./(2)2(5Ar000lpsf +X 76ofm leg an Holm 1f,mw INS Its fiaoms fisc Los WA 760Ios 746rz fieolas te92Da es a 165 OPENING,WHEN IT IS LOWER THAN THE MULLION »t .^ CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR a ma CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •1.286 '� °jiCOpCf REVISOD os comw plying 1vin14ne Florida 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, Bntldtu8 Coda(,6�.$U3 G a FIGURE 1: Acceptada am t�+ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Ex m HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2118, By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Dade ANGLE CLIP MUST BE USED IN PAIRS. 125" 1111 I I I J I d)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL BE PRESSURE-TREATED ry• ����0���.4••• /Zl�j��i�, YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF-12Y THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 1.26'X 2.11"X.1261 MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) 91.: Na.58705 THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ¢ IN A.IY�N"MILL��,P.E. FL P.E.#58705 TABLE 15A Mufn9nCapacity T•bio(bele OponingWIdUt(forverlicatbrsparrttgmLfWm)orOponingHeight(forhoizota WWatnirgmtilions) G^te 50 in 601n 701n BON 901n 1001n 120 in 140 in 16044 1kf o Rset0n9utaz Tropmiong. RoetangUfar 7Yap/11mr8• Rsetettplor haprStang. Ra.ten9atnr 72aN7dan8- ReNmtpOr itap't)fan8• 1Metangr4er 7mptineng. Rectangular 'bepTmar>Q• tieaiangsdar hap7Tdang. Reetanguht haR`n1an8- L7Y4 3.16"30 Loading Loadng Lancing Loading Loafing Loafing Loadng Loafing laadbV l.odng Loadno Loafing LOadn9 loodng lancing Loadng Landoll Loafing r}� DEG,AL i BAYMULL g 1s sn a is $ � dr 2a at °' O 42 In 170.0 8211 570.6 130 1704TN 17&0 478 110.0 688 170.0 606 1704 992 170.0 619 170.0 1St8 170.6 521 17041240 170.0 521 170.0 5480 170.0 621 170.0 1738 170.0 62t 540.1 1740 170.0 821 4844 170.0708 170,0 524 170.0 650 170.0 664 470.0 942 170.0 630 170A 1133 170.0 JIM 170.0 1278 170.0 677 170,0 1417 170.0 ON 1523 1622 110.0 US 170.5 1622 170,0 SBD 114.2 1622 170.0 860 � T 50.mbin 170,0 747 Jima 6113 170.0 898 17MO 631 170.0 ISO 170.0 684 1704 1198 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 760 138.0 f443 t70A 768 117.3 SN3 170.0 768 1028 1443 170.0 768 � 64 In i70.0 787 ITOD 612 170.0 908 470.0 SBS 170.0 1118 170.0 784 170.0 1276 170.0 603 180.4 7353 170.0 037 144.3 1353 170.0 886 120.3 13W 170.0 861 103.1 1363 170.0 861 90.2 1363 170.0 001 m M I' 60 In 170.0 666 170.0 701 170.0 1003 170,0 707 167.0 1218 0700 076 148.1 1218 170.0 944 129.9 1218 150.9 638 116.0 1218 162.1 024 87.4 1218 146.1 813 83,8 1210 t48.t 913 73.1 1216 148.1 013 to J 8344 170,0 030 170.0 740 170.0 1118 170.0 650 1603 1160 168,0 933 131A 1160 163.0 914 116.0 7160 141.9 806 105,1 1100 134Z 665 81.0 1160 120.7 07t 75.1 1160 128.2 870 66.7 5148 1262 BID W SBN 170.0 674 170.0 789 162.4 1046 188.0 881 1306 1046 149.6 804 114.3 1043 183.1 650 1014 1048 123.4 630 01.4 1048 116.6 030 70.2 1048 109.0 021 65.3 1048 103.2 010 67.1 4040 180.2 816 2 7244 140A 680 147.9 104 117.4 no 128.0 748 100.8 880 JIM$ 734 S&0 880 100.0 722 78.2 060 02.0 712 70,4 880 88.2 70Sf14. 660 78.2 693 60.3 880 70.6 US 44.0 NO 70.4 BSS X11 70 N 110.7 780 125.1 600 99.0 700 ISM 078 654 700 83.3 663 T4A TOO 63.9 682 8&6 790 78,9 643 69.0 700 71.7 035 780 65.1 824 42.8 760 67.1 eJ9 37.4 700 $i.6 817 Z m d d 7844 150.8 71im tt&6 667 02.3 760 98.1 844 70.5 780 06.9 832 89.2 759 77.5 821 01.6 750 70.6 812 614 760 88.7 BOB 750 69.4 594 79.8 750 66.2 690 34.8 780 65.6 668 1- BO In 72.1 803 744 690 601 667 82.8 461 61.6 663 64.0 483 45,1 663 48.8 475 40.1 667 44.4 488 38.1 603 40.8 482 683 38.2 462 26.8 683 33,3 446 22,6 683 31.0 442 75 88 N 804 48S 81.1 443 40.6 485 61.6 436 424 {05 N,B 427 37.1 403 3&9 431 73.0 486 76.1 415 20.7 -085 332 408 105 20.1 {SD 21,2 445 28.8 794 18.8 496 26.0 390 fA LU a 110644 41.7 391 428 303 34.6 391 354 348 2&8 391 31,7 542 2M 391 274 337 232 3411 24A 333 20.9 341 71.6 328 381 iB.7 321 14.8 391 17.8 378 U'UnjIx _ r 11113 30,4 370 392 335 32.0 370 334 730 27b 770 28.@ 328 24.0 370 26.3 320 21.4 370 22,0 310 78.2 370 211.9 312 10.0 370 16.1 705 (Y [IJ Y 120 N 30A 317 309 269 25.3 317 2&0 284 21.7 517 22.6 260 19.0 317 199 278 t&e 317 17.0 273 .11 M O O 144 N 17A 720 17,8 203 d to to TABLE 156 g ANCHOR CAPACITY ADJUSTMENT FORMULA: It An horCa RvToblo a -a ANCHOR CAP. Sa691®l0; 2.7k ConcMe J.Sk Cone. Hokow CMU Fled CMU PTNlssd Molal (DP_)X( }-ANCHOR CAP.,", 6+18'Elco it{•8S Eke S7i8'Elco 174•SS Elco 010 Btaal 612 Biatl 0128teat MULLION CAP.,,,",,,"" AnehorC6pPatMme McMrlypa L18 EIeoUIlaOon iH'Eloounmeao Ulbraon 3118.Elea 1M47eaUluectt Ame(entor Uemem AO0reGeta Bomw(05)Somw(G5) Screw CGS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance(ink Y Z-tt2• i' 2•trr 3 tiv i" 2.1jr P 2-Ilr r 3-10 r 0.N• 0.5P 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment{In b3M' 7374• 1.914• 1.7,4• 7 1.114' 1•tp' 1.1(4• 1.114• 1-114" 1.11{` r 13IB• 1.316• *dot ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMn5-Min.a.G J(4WArsto CHO r(FID.Jk 390168 380Ws 45oro 096 ms 1700 ies 276 Bs 288Itu 354 Us 7406s 37410s 72D the 948&s 347 Drs 442 ms re OPENING,WHEN IT 1S LOWER THAN THE MULLION 4 A2.03.6'MIn.OA.1 R12a6 AnOh Clips I(F10.2k 7801bs 760 Nte 790163 1070189 2525 lea 610 Oa 8601b8 WA 1120 t6s 710118 0601be IOU lee 602163 885 Me 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Z71'MN.0M,12+16 AngHI Cyst 37 11206.. 1120 ibs 050 We 22461be 2254FM IUA 1 8401M WA 1859 ibs WA 13200. WA 1022 ibs J9271bs JOBS ros MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: as can plying wilt 910 Flo" TABLE NOTES: BOltzol Cod. Aaooptonx No�D,11, 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ByFIGURE 22)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mil 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 12b' `�7 �(l 41! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. '^���� •'""•""j + • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. VBAY ;•'�7CE44S( '•. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC)301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 50• ``% S'o•`.18705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126` _ - pG + ;126 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30 �LEAST.126"THiCK ANDA36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST3 SCREW THREADS BEYOND MU 'fA7F OF ;• ` • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. i�}n +,.,Fy,piZlD?!• ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PARS, A.LYNN MIL'IEtR,P.E. FL P.E.#68705 TABLE 164 Mullion COPGORY Table gbq OpaningWidth(for vorlicalVspartin miAgons)orOponingHaight(forhodmntaPYspolrVrGmd#ons) 601n 6081 701n 801n 901n 1001n 120 in 14 In ISDln DSLgs O Recton0°lar lwnk g. Rootan9i0ar Tro77Com18. RectanpAar Tieprnimw. Rocfeo9Uer T183Rrd�B- Rect4ngd4r Tr6A7 ma. Rectanguter TfaP`6fers0 Rootawar Tri"fil•. Aloalwai 'Oept7dong. Roo16n9o1x 116}Y7dong. b 0.1 F 3.26"46 Loa ng towing Loading lowing looting Loading Loadoo L°6dmg Lotting Loading Loadn9 Loading Lowing lnadn8 Loadn9 Loodn9 loading Lowing Y cRS DEMAL SAY MULL I 421n 770.0 620 170.0 435 1744 744 57Q0 478 S70A 686 174.0 548 770.0 862 174,0 610 174.0 1118 170,0 621 170,0 1240 170.0 521 170,0 1408 170.0 621 170.0 5735 170.0 821 180.3 1471 I= 62, q 111 48b 170.0 708 170.0 624 170,0 850 170.0 Sal 170,0 992 170.0 630 170.0 1133 170.0 881 170,0 1275 170.0 W7 170A 1457 170,0 ago 1&1.7 1637 170.0 660 140.3 5837 170.0 8M 122,0 1837 170.0 800 •J �J 60.82601 170.0 747 170.0 503 170.0 896 170.0 831 170.0 1046 470.0 08; 170.0 1105 i7a0 723 I= 1345 170.0 747 170,0 1494 170.0 756 147.5 1552 170.0 758 128.1 1552 170.0 750 150.4 5552 170.0 766 54 In 470.0 707 170.4 612 170.0 050 170.4 691 17Q0 1116 t7Q0 764 170.0 1278 17a0 bo3 170.0 1434 170.0 837 165,2 1455 170.0 858 12&3 1455 170.0 861 170.9 1456 170,0 691 97.0 1455 174,0 864 m 60 In 170,0 886 170.0 701 170.0 1003 170.0 707 170.0 1240 170,0 876 151.1 13M 170.0 9M 139.7 1308 170.0 688 12&7 1309 103.5 004 104.8 7300 167.1 982 60.0 1300 167.1 082 70,6• 1308 167.1 082 63 In 170,0 830 7700 746 170.0 11118 170.0 850[.11A 5247 570,0 040 i425 5217 164.6 083 128,7 1247 552.8 gag 114A 1241 144,3 952 95.0 1247 S3&2 836 01.4 1247 535.7 938 71.3 1247 135.7 035 117 08In 170.0 974 1704 780 170,0 1169 170.0 003 1190 t&i.7 885 129.0 ttoo 147.0 945 116A 1104 1385 928 103.9 1100 12&4 014 88.8 1100 1185 698 74.2 1190 118.1 893 84,9 7180 411&t 893 Z N g 72 In 561.0 1010 160.6 677 134.7 1010 744.0 859 1010 127,2 812 101.0 1010 114.7 028 88.0 1010 105.0 817 80.8 1010 98.0 007 07.3 1010 904 765 57.7 1010 87,0 790 50S 1010 pT.T 788 j' 78 to 137,4 906 1418 782 114.5 908 122.0 775 900 507.1 781 86.0 908 082 749 7&3 900 882 738 98.7 600 623 720 67.3 900 14.1 118 40.1 006 71.2 710 42.9 008 70.8 706 � z 78 In 127.1 88! 1326 754 105.9 881 1129 738 061 e9A 725 70.4 601 90.5 713 704 881 61.0 703 63.6 WI 7SA 994 63.0 eat e&t 681 45.4 881 84.8 875 39.7 881 83.7 872 �90 h1 82,7 840 86.4 674 88.0 840 721 564 646 82.9 554 61.7 846 68.5 6{9 48,0 848 50.8 837 41.4 846 47,0 930 344 846 41.8 510 29S 848 342 511 26.0 646 38.6 507gbh 602 588 70.1 606 68.8 SBB 68.1 469 5a8 St,4 4Bf 42,8 586 45,6 183 37.9 689 41.4 478 3i,t 688 3&i 470 28.4 586 334 {59 ?A.3 688 30.5 452 2L3 M 20.7 447 UJ10881 474 449 484 405 3&9 440 41.2 399 449 35,7 393 29.8 448 31.7 397 20.8 440 28.6 362 234 14-5 !&1"20,0449 386 17.1 M0 20A 301 10.0 440 10.0 356 111 01 44.1 42b 45.0 3a5 38.8 426 379 370 425 32.8 373 27.0 425 2&1 387 21.5 428 263 382 221 350 15.6 425 10.0 343 a LU R 12IIM 34.8 36i 35.6 331 20.1 384 Z0S 320 38{ 26.8 321 21.8 384 228 31T 10.4 384 20.5 3!3 178 V a, 54441 202 263 2oA 233 16.8 253 17.1 23D d. `" O O TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA- It An horCapacIty Table pooANCHOR CAP.,-,-) 't 8ubstmlo: 2.711 O6 mto 3.5k cone. Ho6ow CMU Fled CMU PT wood Metol (DP_)Xt ANCHOR CAP.,„ Sita'ES°a 4!4.59 Mo a'tr Elco x4.88 Eteo 8to 81"51 812 SIM 912$ted MULLION CAP.„,,,,,,,, AOchOrCllpPadetne AlwhorlyPo; 3/1e'EkatAUaeen 114'gwU6feopl ul0ocon 9r16`EkoUnre6on• 5/4"EpoUNaoen Ap9m0elor u9moon ApgreOelor 8o 4W(a5)8emw(G5) soreW(as) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Oislenee(kik 1• 2-112' 1' 2.111 r z-ill P 1 2•1rlr 3•x8' r 0.48' 0.5;• &32M CAPACITY REQUIRED"CORRESPONDING TO AN EmbedmentM 1.3rt tao^ faro" 10.14• r t-v4 t-v4 1•x4 1•x4 1-x4' 1•x4^ 2 fae 1.3V8 %do ACTUAL PRESSURE REQUIREMENT FORTHE 2Anohote 495'Mm.O.C.t{2}246Atg1a 07pattF(p.t7 38648 389 Pos 450918 me 1700106 270166 280 ibY 3549m 7;9 tba s74 r2o l5a 949 ma Sat ma a4z ibs slows OPENING,WHF_P}IT IS LOWER THAN THE MULLION 4 A00cm®35"Min.O.C,/a}246 Anpla Qps f ffq•21: 7a01tw 7aD lbs 79040 1670108 26251bs 540 08 68048 WA 120"M 748148 880148 1892106 882 ms 885110. 1120 Ws CAPACITY(FROM THE TABLE)OF THE SELECTED 6gsknom 2rr69noc,t(z)2k6anWe 11F19.37 tt201bs nzo46 958tb8 22461b8 22544s WA 840166 Wq 1058160. Wq 132004 Wq tazz4s S3zrb4 teeoro6 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1; ANCHOR CAPACITY TABLE, PItob"ar REVISED TABLE NOTES: as emnplying wish ow FWltdit Huilding Coda Aecapfanco 740 16-O WS'.03 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, 170.110.0.Offie ZQ2! SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 'Mfg pmdact MULLI N AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR • • • r HOLES T00 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 126"QRAY ,`��CT DIMENSIONS,SEE SHEETS 21-23. ` ��y VY NN nflt�7ji��� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4� OCNSfi '•, t �, i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED p}p,,118,OF • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL.BE 8083-75 AND BE A MINIMUM OF.125' f� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT R" to i/ j S LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ! $ ° :%+•An••,• S pJ'F„OF ,• • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL.18-8 S.S.OR 410 S.S. P ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, % � FI.... .. �C9 ~ � ( � fG+ ` A.LYNN}IKK1 LER\,�.E, FL REA 68705 .740' .063' f. 0 .06uwr" .125" .062' 4,000 .126' A'38" 4.000' 4.0 DO" 2.625" 2.000" STANDARI)CLIP 6063-TOALUM 2j. A26" 'X-SECTION U-CLIP Zil 30' 2X6 ANGLE CLIP 0! 6083-76ALUM, 6063-TO ALUM. A26" .125v" 125' X-SECTION X-SECTION .031, ]A10 z L .12WW P .126CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .165" 375, .375" DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE -j LU ANCHOR D.C.DISTANCE MAXIMUM ANCHOR :3 Z -T HOLE DIAMETER:ANCHOR DIAMETER+VIC'. 2 BID w LU p I'X4'X.125. xlrxzlv X4XW6" 600' MULLION MULLION *r-MULLION S. (0) 6063-76ALUM. 6003-TO ALUM 6063-T6ALUM CUTHERETO 5.00ir Z) X-SECTION X-SECTION X-SECTION .376' 3.126' CREATE F-CUP,SEE .375, .375, 1.- 0 MIN.. r MIN. to 1,260' DETAIL F.SHEET 4 1 .3761 N z EU 1.2W 1.25 CENTER OF I r---- ------ .37W 0 ANCHORHOLE MIN. MUST LIE WITHIN co'_ THE DASHED M BOUNDARY.SEE 2. -1 -f SHEETS5-20FOR I t211' THE ANCHORO.C. ,100' DISTANCE,3.94" 3 L .25T MAXIMUM 3.250* ANCHOR HOLE DIAMETER; It zi x .low .100' -j .100, L--------- ANCHOR I--------------------- DIAMETER+1116". < 0 w __�L4 __�L4 01 as .6 1 .6 4" STANDARD CLIP U-CLIP 2XSANGLEGLIP 90 0063,46 ALUM. w CENTER OF ANCHOR HOLE MUST LIE 6063-TOALUM, 6063•T6ALUM. TOPVIEW .020" --1 .820' 1-- ---1 .820"1+- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.26'X 3.25"X.Ior 1.25"X 3.26'X.62,r 1.25X&W X.024* SHEETS 6.20 FOR THE ANCHOR D.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE 00546 ALUM. 000.5-T6 ALUM, 6005-T5 ALUM DIAMETER:ANCHOR DIAMETER+1/16". DIMOnjilcill"0 0afflFor Mullion: Dimension Valuo 11n)For Mullion: X-SECTiON X-SECTION X-SECTION F---TMI---i-X4'gF 1.938 725'X3.25" G 1.000 .12MV a 0.500 X.4124" H 2.680 Alurninum H 1.438 Aluminum aOOO Tub.M.00 11 &260 Ttbo Mullon .376, 5. 376' F 1.377'.;, 712 1.877 MIN. _ 3187 11 x'r x 2,026 1.25 X3.94' I G M767 .375, 0 1.126 , X.024" --- --- --------- H 2.430 In n H 1. Aluminum "ODUCr RUVISPI) f 1 3,000 Tube&Ir 3.250 Tube mul" vomply!"s with d10 florms Zg6D_j 1.2V X3.26' .813 30.8e mall if GuildIng CDde 5.7r 0 .877,r-' f] .126- F SIX) 2 F 'I-" 3..Z ALUM. 125- / �Q i I 7SO x.lW ZB75 145*Bay Mull I Acceptance No 2.2F i 1 1 1 i W pLimai Dwe 0=I .125' 45' H- 1.5 Alurnimn 1.5 125, bo Mullion By I MIAm Duda Fm SAY MULLION 3.215 TABLE D 3.260*45 MIAM ah Fm 30'SAY MULLION 6063-TOALUM. (106.1 'KQ Mull 101mandon PGTPorto I X-SECTION -------- VKN 4f/,"/// -T6 I X-SECTION I Mullion But,clip Off"talp U-Clip lAngleCUp Ip 1a -66-- i-X4'X.126-(10) 89M 6110111M 601122M 0241M W6510M T_ OFFSET CLIP .125* .226" =346ALUMI, V X4'X.376'(11) 6061D 666112M 6661123M 666242M 668519M NOTES: .228"-1 -T ]--,gal-4 • J40" TOPMEW V X4'X.376'-r(11) 6W53 668112M 6061123M 66R42M ONSIOM t40.rUB705 1.25'X3.26-X.100'(13) 20100 6661127M 6661124M 6662410M 88W11I5M' jZ l.2WX3,2WX.624'(l4)f 20181 6651128M M1126M SM411M 656511 % 1)HOLES TO BE DRILLED IN THE MELD FOLLOWING DIMENSIONAL RESTRICTIONS GPim ON THIS SHEET. 0 1.26'X3.04'X.024'(15) 20162 0801117M 666112eM 660241M e6e517M S'YG 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 OCgme(19} 866{9 WA A WA 6685110M E ,, 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 46 Degreo(20) 1 OW50 I WA WA I I WA I 6685111M A.' RN F. L FL P.E. 58705 TABLE E ® � Mull Dlmenslon PGT Pert# N '� (shoot#) Mullion Std.Clip U-Clip Angle Clip r •125° i -�f-.125° I. ,126• 2"X4"X.25"(10)1 66602 666281M 660271M8665112M a 2"X6"X.25'(17) 66604 666262M 666272M 66651ISM I STANDARD CLIP U•CLIP 2X6ANGLECLIP 6063-T6 ALUM. 8083-TB ALUM. 8083-TB ALUM. 6� O 2.0001 XSECTION 2.126" I XSECTION 2.000' XSECTION NOTES: I 04 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •126• I .126" L .126° ON h,m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z 2 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I--1 490"-,.I T O HOLE LOCATIONS. 1.480' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. W 5.500' X CD CUT HERETO 6.000' 375' W o 0 3.600' CREATE F•CLIP, m 2.000' ,376' Y '_9EE DETAIL F. .375° �K ,375' �- MIN. = Z MIN. SHEET4 MIN. F c J ------- - -- ------- co I I E z 4.000' .250° 2 -I-- --- --I- 3.438' rY + 3.438" rY j--------MULLIj V Q c 'X4'ON I I 3.438° j i Q Z Z N ` 6018346 ALUM. j I I I I 376• Z Io XSECTION I I I I ___-_-� W O -------.i _ L------- MIN. Y J52 L- STANDARD CLIP 2X6 ANGLE CLIP U Q O O U-CLIP,6063-TB ALUM. Q CENTER OF ANCHOR HOLE MUST LIE 6063-TS ALUM. SED FOR Y X 4'MULLION.SHEET 10 CENTER OF ANCHOR HOLE MUST LIE 8063.76 ALUM. D- m O N .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR D.C. TOPMEW SHEETS 5.20 FOR THE ANCHOR O.O. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DI STANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER r 1/18°. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 5.20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER*1/16". 6.000" 2.000° 3.600'-� CREATE F-CLIP,SEE -��.376" ~- -� MIN. -SHEET4 F. MIN. rk MIN. .375' I I I I ^120DUCT RCsVISCD I I j j m complying with da Fluff& I I I Ouliding Code I I I I I I AcceplenwNot(o"O�,1B•03 I I I I Ex pitai Dela QOZ 1 I I I I l I 13Y _�-_ _-I- 4.688' t 5.43B° +--------i mim Product. .260• 6.000" I -T- I I I 11111111// j I I 6.438• I 5.438' 1 I I I ��1�•'•�\CENSE''•,Fip ii 2'X8'X.25" MULLION No.58705 iC 8083.76 ALUM. i iI I I 375° _ XSECTION _ �Fl MIN, 1Q STANDARD CLIP U-CLIP 2X5 ANGLE CLIP ";'o \\ �� •260° 6003.78 ALUM. 8063.78 ALUM. 6083.76 ALUM. ��'��0NAk-����� TOP VIEW USED FOR 2"X 6'MULLION.SHEET 17 TOPVIEW /� TOPVIEW A.LYNN FvSuL'\,P.E. FL P.E.#68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01-60.0 PSF. ® M 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32•+32+1"�5".REFERENCING SHEET 25,THE COLUMN USING llvv NO ANCHORS M HEAD N --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED ��, DESIGN PRESSURE OF+60.01-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. gr.'' a �-sEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75•X.376'MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 41-58.3 PSF AND WOULD 114:1 dl0FENE6TRAT[ON DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS SHEETS of o APPROVAL\ 2-3 FROM TABLE 4A,SHEET 8,THE 1'X 2.75"X.650'MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 6 7r OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. N MULLIONg DO LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X6 N } ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z m N n CIDSEE . DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE � 1: 2.3 /-2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 0-60.0 PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W C3 NO ANCHORS IN WINDOW SRL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: �m m 32• 32' h•' to J II��� -I ti1VLLV''IDiH (60 PSF)X( 636 LBS\e 524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) J --ooOPENING WIDTH 72.7 PSF/ g THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A z m DESIGN PRESSURE OF+50.0/-55.0 PSF. z FOR THE VERTICAL MULLION: Q '�rnV o 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1"=106"AND THE OPENING WIDTH IS 36"+36'+1"-73.REFERENCING SHEET 25, Q Z zz THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2J/B'AND WILL J 1 0o A- THE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-65.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 0. orH FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375"MULLION(LENGTH=108",OPENING WIDTH-807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF W0.' 52 MULLvn AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V Q FROM TABLE 12A,SHEET 16,THE 2'X 4"X.250•MULLION(LENGTH=108',OPENING WIDTH-80')HAS ADESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z�to 0 SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS, gm0101 mso SEE DETAILS, 32• FENE6TRATION SHEETS BECAUSE ITIS NOW KNOWN THAT THE MULLION WILL ADD 2•TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36•+36'+2=74',N0TUC D O EVIOUSLYMAINTAJN � PRODUCT'S 2a ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73"DIMENSION(35.1/2•+35-1/2"+2"=73'). N 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8'WIDE,IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6•,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICAL �- USING THE STANDARD CLIP WITH(6)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1@"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND MULLION SEE SEE LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 8 DETAILS. DETAIL E, OPE NG SHEETS 2.3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER FOR HORIZ. MULLION TYPE COULD BE CHOSEN. PRODUCTREVISBD MULLION 7z' oswmplyin{wllh9wPI 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+7Y+2"=106•.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE puilding Godo USED.FROM TABLE 12A,SHEET 16,THE 2•X 4"X.260•MULLION(@ LENGTH-42,OPENING HEIGHT=1207 HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Aaeplww W 16.02) •0,3 REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. pi;H6 Dale /lOQ SEE DErt4 s, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE S' By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miem Dada Fro&ct 2a (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \1 1 I I I I I ANCHOR CAPACITY OF 521 LBS. ."\\ON•( LYNN 4fy, L'OPENING 36•,HOWL ,�� 36•,HORIZ4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR �ULLLENGTH MULLLENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE•FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A 412 STEEL SCREW. I" l 'w 14u.63705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: ' +/.64.7 PSF FROM THE VERTICAL MULLION; .••'O "`• � ' �' +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; ljj +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). S'A E U• l '' THE LOWEST DESIGN PRESSURE IS+/.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��hfi •.!'COR1O�;•.•''1(•�,;� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGI4 PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAIL1111 P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, F-P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUtRIANGULAR LOADING: { —PW _ i PW PW � o f % 2° 771 I iL SH/OH StWH SFflDH SHIDH 1 5yty� 41 u i PW � Z dSCV�m U3 4 1 1 ! LU LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 % o o I �J f U.1 O SILLOFWINDOWSNOTANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I J f I I O f— a I(_ HINGED J I j DOOR SGD a PW _ LOADING OF VERTICAL MULLION j LOADING OF HORIZONTAL MULLION till 1 PW �, I LOADING OF HORIZONTAL MULLION /1� I � p, •^ tt I f / I PW PW SHIDH SHtDki C] ( N 4 SHIDH � SH/DH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION i % I % U I/ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION J/ 1 PW PW HR f f j LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION HINGED DOOR PW PW t NOTES: :itMUCT REVISED I j 1)DRAWINGSARE .0 oomplY is ndlh YWa FtwMa DuRdiag Coda RERESENTATIONS OF TYPICAL Acceptettco Nom� PW CONFIGURATIONS. inti Date 2�'L/ I PW CONFIGURATIONS NOT SHOWN Dy ,1 0 0 I / MAY BE EXTRAPOLATED FROM THOSE SHOWN, Mixta t'mdaU . j 2)IF THE LOADING TYPE CANNOT \1111 LYNN 1 PW BE DETERMINED,USE ���,Q�........., PWF//, pyy RECTANGULAR LOADING. '1iCENSE •, ll/� III if1 I 3)SEE PRODUCTS'APPROVAL FOR `•}r No,50705 1 _ LOADING OFVERTICAL MULLION LOADING OFVERTICAL MULLION I / ACTUAL ANCHOR LOCATIONS. r PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j SODST,L ST TU OF LOADING OF VERTICAL LOADING OF HORIZONTAL LNN(�111 MULLION MULLION { Ri't3.E• FL P.E. $8705