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Home My WebLink AboutProduct Approval (4) JUL 2 1 2 i MIAMI•DADE PER�-f9I T yi"01G g•r 1 uc':n I.;ount�r, F MIAMI-DADE COUNTY Me 11591 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/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(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code ' ttdirr�t-ie Hi Veloci Hurricane Zone: E CRIPTION: Series"PGT" Clipped Extruded Aluminum Tube lYluliion— APPROVAL DOCUMENT: Drawing o. 63�5I2, trt ed "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. NOA No.16-02-18.03 MIAMI C)ADE COUNTY Expiration Date: May 26,2021 _ 6 1 /Lt ® 7I jl 1 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 10/10/1.4, 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.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 51 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 ez,P.E. Product Cont oI caminer NOA N0. 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 (201.4), 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 Contr1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 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 MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 m MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BY OTHERS. ELEVATIONS 'INSTRUCTIONS.................._._........1 � .� o ELEVATIONS..................................i ��ax FIGURE I: MULLT02XWOOD....._._,....,.......2 w MULTIPLE WIDTH FOR VERTICAL MULL ARCHESTO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS MULLIONS oz 2 O FOPENINOHAVE BEEN TESTED AS"FREE-FLOATING°AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULLTOIXB MASONRY._..._._...2 MULLIONS / —� SEE OEfARS INSCRIBED INSIDE INSTALLATION NOTES...................2 RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY.._..................3 A-D,G,H; SHAPE MULL TO STEEL STUD.............:....3 tV SHEETS 2.3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL MULL...............................3 B ° m T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS......IS.....................3 � W IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALrERNATATE CLIP.....................4 Z F BAY MULL INSTALLATION....._.......4 Q LLl 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.125 MULL SPECS...............5 ESE I X275 X.375 MULL 6 INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..........7 m (n 1 1X2.76X.65 MULL SPECS_.........5 Z $ 0 SEE DETAILS 11 )I I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.500 MULL SPECS_......9 UJ O ATHRU G; Y iii /_ I SEE DEraLs ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULL SPEC S.._...........11 � SHEETS 2.3 1 1 ATHRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.376 TUBE MULL SPECS..,.11 �. Q _I j I — / 124X.18 T05 LL SPECSMULL SPEC.....11 III I SHEETS 2-3 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.185 X.20.5 MULL SPECS 112 J o II III OPE ING 1.25 X 3.26 X.100 MULL SPECS..._13 Z LU VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X3.25 X.624 MULL SPECS.....14 m11 MULL FOR 1.25 X 3.94X.624 MULL SPECS.....15 b UJ LENGTH HORIZONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.26 MULL 8PECS................16 J Q rcZ SEE DETAILE, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS.............17 Q (n z: 't LIJ SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26 X 2.11 XMULL SPECS.._18 REACTIONS. 30'X 3.25 BAYY MM 19 Z ULL SPECS...._... 1— Q N O 45°X 3.26 BAY MULL SPECS 20 Z MULLION&CLIP DIMENSIONS......21-23 I— Z ..Q O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S EXAMPLES 1&2.............._..............24 _jS •'— LOADING EXAMPLES....._...............25 (n Y w eE OF ANY ODUCTSTYPE . 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LLI Z MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH / III BY PSTA�URF-D PGT-APPROVED FEN ESTRATION PRODUCTS HAVING CURRENT APPROVALS. V (1) a 'O O III IL Zm� (4) 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. �. �10 Y10 W � /SEE DETAILS11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING L HORIZONTAL SHEETS MULL 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH 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.MULLLENGTH�j 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MULL F---OPENING WIDTH—moi LENGTH r I 1 � 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR'TRIANOULARRRAPEZOIDAL". OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/Fri)FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING 'PRUDUCT REVISED HEIGHT ac mrnplying with LLre Florida THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Building Code D�yg° OPENING MULL �' HORI VERT. MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN pcceplanca No HEIGHT LENGTH MULL />y MULL STEP 1). E pifnll nDale 14D/+{ L 1 LTH L IIL 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE EY Lj REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. I`'8�n fmducl C3D OPENING WIDTH 6 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��N� LYNN I////7�j� SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL ) •. OPENING WIDTH ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `��.�\'`�.•'10ENS FOR VERTICAL MULL CAPACITY IS MET. MULLIONS'1 SEE CORRESPONDING DETAILS MULTIPLE M7)IF THE MULLION CAPACITY(LBS/Fri)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FORTHE „�: No.56705 FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :�O ;, TE F b �44/ •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FT'IOBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ORION •ANSIIAF&PANDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. �� &. .. �J *ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. �� ` 1 jl '`�` 6AISI-5100.071S2-2010 A.�h'M(� IFRy`R.E. FL P. #58705 DETAILA: DETAIL B: MULLION S 0 MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BuctcsrwP TYRANCHORnx OR WOOD FRAMING WOOD BUCK AND MASONRY nrrA ExT PERSUBSEE SEE 7'TAs Es1Be6e °2 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1, C4 1 MULLION I SHEET t. Y �, m 6 I I I •a.e .q I {1} I Z d i 1 I 2l-23 FOR SHEHOLE ETS .p {„I MIN 2.7 KSI '.• .'...�. EDGE EITHERTHE a 1 .4 - 1 1 CONCRETEOR CMU'• _t STANDARD OR I LOCATIONS I. I�1 SEE SEEC7ABLES _ OFFSET MULL a EDGE c 1 CLIP MAY B6 .a DISTANCE e I EDGE DISTANCE IS-168 INSTALLED BY 4•a. 1 II FOR WOOD I I e, ANCHORS�RY '[C O a _FOR THIS METHOD, �, SCREWS e a - ° 25T MAX FOR d e t 1 1 SIDE VIEW Z co t0 ALL MULLIONS d: �+ ° - d a EtTHFRTM£ "2�' .Q• L-{ 4 Q'd - d .. CLIP MAYBE � a3 � IT- EDGE � d "d- "„ EXTERIOR zttsAte>`irDioo ~65 y. ...Q .. _i Z " d DISTANCE m •'a *Z i`--. ° e FOR 6 7 a Q N a MASONRY a a Z y,/� a a THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR OXF 3 a EXTEL..-(RIOR °4 . FIN•FRAMED rn < WINpOWS,BUT MAY ALSO BE USED FOft OTHER FRAME TYPES. R'ELIc 52 52 z_ a ma�o TYP.ANCHOR7YP.ANCHOR O: TYP•ANCHOR PERSUBSTRATE, PERSUBSTRATE, PERSUBSTRATE, SEE TABLES is-16B SEE TABLES 113-1613 SEE TABLES 13.1613 EDGEtEND �FDISTANCE BUCKSTRIF T--- SEE TABLES ANO EMBEDMENT BUCKSTRIP 10-163 T a - ATTACHMENT AND EMBEDMENT` •i"'''� BY OTHERS, ATTACHMENT -r,'.: SEE NOTE I, BYOTHERSSHEETI- SEE NOTE I,„ - .•. •.. •,,•: SHEETS. •, MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCTRSVISED m complying with Cle Sn” FRONT VIEW nuua ns Coaa Accaptancc Hxpiretion Date 21 INSTALLATION NOTES: B 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Miami olroaucL IIII 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �� 0��.•••••••- 'j! �� CC RRECT QUANTITY AND LOCATION OF ANCHOR$MUST BE FOLLOWED.REFER TO THE TABLES ON THE `�,_'��`,-'�tiGfNSr: '•.�F� ri FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. �' '•,jC 58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAO OR FLATHEAD. �(/ - 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 4 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED • ate.'•. E OP ELC4llLTRACON OR ELCO tt4'S.$.AGGREGATOR MA$ONRYANCHORS. ,��(+ •.•LO..... • ,('�`,,� '/','S70N -•.'Ct�� A.EfNNWJLLEl#,'�.E. FL P.E.#58705 DETAIL E: DETAIL C: ---1 .126*MIN. MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE MULLION INTERSECTION 1)MAY BE INSTALLED IN'TEE'OR'CROSS' INTERSECTIONS. (STANDARD CLIP SHOWN) el VARIES :E TALLY 2)MAY BE INSTALLED HORIZON I i TYP.ANCHOR (SHOWN)OR VERTICALLY. EITHER THE { I PER SUBSTRATE, STANDARD OR I ISEE TABLES IB43B 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 TMFOR CORRESPONDING MULLION. U) gm� 0.11%11, T lyll..uTOP VIEW z INSTALLED 1.11,GE DISTANCE to 'MASONRY r1l 0 ANCHORS _j WVARIES I 1^1 4 #12 STEEL SCREW% SELF-DAILLING RARE-DRILLfn ,"Sr 0 MULLION AND USE SMSLu co 0 CO rl (1) EXTERIOR 4 4 'Oor MULLION Z (D a 0 EDGE DISTANCE0 d FOR MASONRY ANCHORS Z—FISECTION WINDOWS,BLIT MAY 8 ,p OTHER FRAMETYpES. EXTERIOR < TYP.ANCHOR U-CUP PER SUBSTRATE, 4 < z z �SEETA8E510.130 0 V TYF.ANCHOR SEE SHEETS 21-23 FOR P RSUBSTRATS. HOLE LOCATIONS RUCKSTRIP SE - IN AND EE TABLES 18-138 FRONT VIEW EDGE _j ATTACHMENT sols AN 777— BY OTHERS. EETABLES U) EMBEtlMENT NOTE CTE 1, 1B-13B Z SHET1. < 0 EDGE U) U) DISTANCE SEETABLES MIN 23 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE CR OMU IB-139 SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: /--STRUCTURE i)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 7YP.ANCHOR PER SUBSTRATE. (9) 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE TABLES 18-138 ONLY.BECAUSE THE AN CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEE SHEETS PRODUCT REVISED 2143 FOR as complying with the Flixida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION EXpimli nDNate By Mi 4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. & b 'Dada cl 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED I— EDGE ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS, —DISTANCE LYNN AfI41 FOR STEEL STUDS THINNER THAN SEE TABLES to. FRONT VIEW 16 GAAND COMPLIANT WIT14 THE FL BUILDING 18-138 ,ClaNSC"., CODE,A 2X WOOD BACKER MUST USED. r�> ATTACHMENT BY OTHERS. EXTERIOR USEWOODANCHORSPECS SIDE VIEW NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD OF t?i ANCHOR VALUES MAY BE USED. 0 S r 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. A1',�L"Y4q5McEA\P.E. FL P,E.#58705 �� 1t DETAIL F: DETAIL G: DETAIL H: g; FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION r!$v $ (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o ROYo pZ 2 V SEE DETAILS A-E, 30*OR 45• ^ SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLION II o m O ( 0 Z � to O 0 O L O O O O O O 2 O O TOP VIEW �� U Or SIDE VIEW 1 1 m U) m SHOWN WITH x4•X.126• TOP VIEW I I Z [O J r MULLION 1 j TYP.ANCHOR 5 O EXTERIOR I PER SUBSTRATE, U£ m I I I SEE TABLES I6B OR 16B z CID EXTERIOR Q STANDARD MULLION CLIP I I PER SUBSTRATE, 1 Z� � � MODIFIED TO FR FIELD I SEE TABLES IB44B C6 r CONDITIONS. I '�+ I 2'X VANGLE CLIP, 1- 2 PER Z Q N O 1 INSTALLED IINSIDE OF DAYEND. TMULL I¢-• P Z O,p MULLION � 1 , o W � Y � j I I I 1 2'X6'X.125• I-- U) ANGLE CLIP, U Z Q O O I 2 PER MULLION END, Q-, Z MUST BEI STALLED d 8 m0 mcn I 1 1 INSIDE OFMULL �_yya yyu 1 I I cb ""_TYP.ANCHOR ' PER SUBSTRATE, SEE TABLES 10.148 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL. STANDARD CLIP TO BE EXTERIOR - OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. \ EXTERIORE�EOl5T vkoR ,© � ^�� PRODUCT REVISED O P.W F as complying wllh tho Flmidn Building Code + INTO WOOD,STEEL, 1�0'o21$.pg A—plmlm No ®® I O® B%pimlionDalo ALUM.CMU OR MASONRY 1 EDGE DISTANCE By PER Miami o ltvducl ANCHOR EDGE DISTANCE E NOTES FOR INSTALLATION OPTION G&H: ♦♦� 1�LYNN dg�� /i/ PER ANCHOR OG i �`Z`�'4 EIJSC• �i 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. � �♦ \0 ;� NOTES FOR INSTALLATION OPTIONS F: 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE - ND.Ofl705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11°X.125'MULLION. LOCATIONS. 2)SEE TABLES IB-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3 DETAIL H:SEE TABLES 16B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE NU.1"' LOCATIONS. �• '� ;7,T ��•'••,�.�: 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. '••., ..... /A 4eYsN1�T �R.`p E. FL P.E.ZF 56705 TABLE 1A � r Mullion Capacity Tabie tba#t2 a RJR FU. Opening Widtfl(for verticaltyspamlgm0lons)orOpeningHeight(for hodzont8$j-sparrdrgmrdlora) �-!, e Q 50 in 601n 701n BO In 901n 1001n 1201n 1401n 160 in R' 0 Radangul« Tragiriang. Rad.09d r Traprrdang. Reafanoular Trap'aiang. Rectanpular TropM&W. Rectangular Traprrdan9• Rectangular Treprrdeng, Rectmoder Tmprrdw4 Radargu4« TraptTdeng. Red-VA Tmprhiang. r 1x2%.126 Loading Loring Loading Loading Loading Loading Loading Loedmg Loading Loading LoarOng Loodiap Loading Loading Loading Loafing Leading Loet4ng o 4 Alum.Tuba g g $ g^ g aq gN"I u.MUlllon q 3 1 1 11 "' A 1 -1-1 o z L-L 421n 111.0 406 129.6 332 93.2 408 if6,6 325 709 408 107.6 321 69.9 406 104.4 319 62.1 40a 104,0 319 65.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 36.0 408 104.0 $18 481n 74.9 312 83.8 268 624 312 73.4 252 53.6 312 67.0 248 46.8 312 63.2 248 41.6 312 61.3 244 37.5 312 01.0 244 312 312 e1.0 244 LLI 26.4 J52 81.9 244 23.4 512 81.0 244 60.626 In 63.9 281 70.6 234 63.2 28t 61.6 228 41IA 2811 65.7 224 39.9 281 52.1 222 36.6 28t 50.1 220 31.9 281 49.3 219 25.6 281 49.3 2f9 22.4 281 49.3 219 20.0 2811 49.3 218 o .r., 541n 52.0 247 57.5 207 439 247 49.8 202 37.8 247 M.4 1189 32.9 247 41.5 186 28.2 247 39.4 194 28.3 247 34A 193 21.8 247 38.1 103 14.8 247 36,1 193 16.4 247 38.1 183 M Q O 00 J601n 38.4 200 41.2 170 32.0 200 354 168 27,4 200 31.5 163 24.0 200 28.9 160 25.3 200 27.1 169 10.2 200 25.8 157 16.0 200 25.0 156 :3 � J 6310 33.1 181 35.3 1% 27.6 181 30.3 1152 23.7 181 Me 149 20.7 181 24.5 146 SS.4 181 12.8 744 58.8 181 21.7 743 E � E 8810 28.0 755 30.8 142 24.0 185 2@.i 139 20.6 165 23.7 138 40.0 165 21.0 134 721n 222 139 23.3 120 18.5 139 18.9 118 15.8 139 57.6 118 = WIL 76 In 19.9 1125 49.7 Y09 {6,7 125 18.8 i07 .I Cq o o rcZ c[ V 70 in 17.5 1 its 13.2 104 ¢ O TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: `t U) Z AnehorCapacityTable Iba H lll'• •'o m� ANCHOR CAP.,„,"� (D N S Subslmla 2.7k CArorela 3.5k Cono. Hopow CMU F4lce CMU PT Wood Metal (O�,)X `{ ANCHOR CAP._ 5156^Eko 'W8SEIco 5116'Eico S74.8SElco 91OSIaeI i126ted 012Steei MULLION CAP.,,,,,,,, / W X Anchor Typo: 37t6'Eko UlWeon N4•ERO UIUecan 3±fO't7ro OlOacon i/d'Ebo Uibacm ?( Anchor Clip PaNema Ulancon A9g1'eGaf« UOmcon AgOreGetor Sarew(G5)Sarcx(Giy Screw(asy USE THIS FORMULA TO OBTAIN THE'ANCHOR tY X Ede`Oiaias,cI(IShindard Figfn): r 2.112• 1^ z-1n' sire• r z1n' r 244 T 3-1re• 2' 0.48' 0.u• 0.324^ CAPACITY REQUIRED"CORRESPONDING TO AN < Embodmad in7 1311' 1.314• 1.314• 1.314• T 1-114' 1-114' 1-V4' 1-114• 1-114• 5.114" Y 1-318^ 1-318• wdea ACTUAL PRESSURE REQUIREMENT FOR THE Mim IX 390 M 390 ft 50 90 Ibs 844 11a OPEN G,WH EN IT IS LOWER THAN THE ULLION < 280 Ica 3NIbs 4 A horn 491 155M1o.0.CI slanigeM(or Met)Clip(Fig.2): 480 ms 700 Ora 4 WIts 9 B WA 1 WA 27WA 3801w WA 740 Ibs WA 374 Ina 684 ibs WA WA a46 WAS 682 rm 442 Ion 560 r.665 im ti220 qs CAPACITY FROM THE TABLE)OF THE SELSECTED � 4Amtara@3'MBI.O.C.1(2)2c5Atgk+Caps1Flp.3x 7800s 78D Ins 6801b, 15601ba 18961ba 540 Ins 560 lbs WA 760 Ina 748 Ibs 860 Iba 1892 lbs 692 Ws 8851ba 11201b MULLION.IT WILL YIELD A MINIMUM ANCHOR '- W 2 Anchm Q OAS Min,0.C.!U4Yip,Into.525'Alum.iFq,41. WA WA WA WA WA WA NIA WA WA WA WA WA WA NIA 716 11,3 CAPACITY WHICH MAY BE USED TO QUALIFY tAndtoll F•Cfip(FIg.6): IBS ms 105 The 225 Ina 44514-3 e22 1b. 1351bs 1401ba fl7Ibs aro los 1871ns 3321bs 4731ba uolba 2znm 260 ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anahars®i.is•Mh.O.Cl f-CSip iFq,Sj: 24016-3 350 Y. WA WA WA WA 1909-3 WA WA WA WA WA 347 Ns 4421ts 660 @s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1; FIGURE 2: TABLE NOTES: PRODUCT REVISED ��• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 41 complying with the Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.00p" �. Building Codc ) Acceptance-- t6"42�• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By Ex imfi n Delo I FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Miami a Product HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. L NN fl11.125" ��1 t,Y1lrtl 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CL( ,jft` fr CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED ` ``�i"ia.••CEN38••'• 'Q FIGURE 4: FIGURE 5: FIGUREB: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEAMINIMUM OF.125" I ��' 'y C THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045"THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT5 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t"X 2'X.1211"MULLION =zR: o•5070 • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �'�, / L( X? LU -r3 ST TE OP t4/ 'A./LYNN')k'k E ''�.E. FL P.E.#58745 TABLE 3A V Mullion Capacity Tabta ibelftz ® n Opening WIdth(for tortlraiy-9penningmUllons)orOpening Helght(for t»dzontaly-spelWrgmullions) So In 00 In 701n 00 In go In to01n 1201n 1401n 160 in �6IS 1%2.75X Reefenww TrepRN- Rectengder Traprrdalg. RaafaraWar Ifts lferg. Rectergdar Tmpitiieag, ft-tengdar TmptSdeag. Racta+gdar Traplydang. Recteng7tar TrW ang, Reelangdar TmpRdang. Rectmgi4ar Traptrdeng. 43 0 Loading Loafing Loafing Loading Loafing Loadhp Loadno Loafing LpadBg Loafing Loadng Loading Leedng Loadng Lwdng Lwdng Loading Loafing a= .376 Alum. U Tuba .. .. .. .. .. i Mullion g fi� k fi 6� fid' • 6 rs fi l 11 fi� F• v ji 11 a 421n 110.0 820 170.0 435 170,0 744 170.0 478 5704 fi68 170.01 SOB 170.0 892 170.0 518 170A 1118 170.0 621 170.0 1240 170.0 1 621 140.71 1301 170.0 521 127,51-1301 170.0 621 111.6 1301 170.0 621 Q )j 481n 170.0 708 170.0 624 170.0 650 1704 684 170.0 992 170.8 630 170.0 1133 170.0 661 Vita 1139 170.0 677 136.5 1138 1170.0 660 t13.91 tt39 170.0 on 07.8 1 1138 170.0 680 85A 1139 170.0 680 LU 50.6251n 170.01 747 170.0 563 170.0 696 170.0 831 1878 1032 170.0 604 146.8 I= 170.0 723 130.5 1 5032 170.0 747 1t7.4 1012 17QO 753 97.9 1032 170.0 756 83.9 1 10321 170.0 756r73.41 170.0 756 6!ta 170.0 787 170.0 012 iBL3 907 170.0 881 138.2 987 164.7 730 120.8 B07 162.5 720 507.6 007 145.0 714 86.8 907 141.1 710 80.8 907 140.0 709 68.1 807 148.8 709140.0 709 mBOM 141.1 735 761.5 625 117.8 735 130,3 811 100.8 735 118.0 689 88.2 735 108.2 680 78.4 735 99,5 683 78,6 733 85.5 678 58.8735 01.8 674 50.4 735 91.8 11 01.6 67463 in #1.9 868 7304 570 1014 688 itf.6 581 $70 666 8fl.9 S47 78.2 656 80.1538 677 SW 83.9 631 Boa 666 79.5 S28 50A 665 75.0 621 43.6 888 76.6 621 75.8 621to966In 106.0 607 112.4 522 88.3 607 99.1 511 76.7 601 85.0 Sgt 68.2 607 77.1 493 58.0 607 71.5 406 53.0 601 07.6 481 44.2 607 83.4 478 37.0 807 62,7 474 02.7 471 Lll ;72 H 61.8 510 85.8 443 664 S10 73.0 434 58.3 S10 64.3 426 51.0 570 67.9 tie 15.; 3S0 33.3 413 4Q,a 570 50.0 406 3d.0 520 454 402 201 510 44.4 399 44.3 39976 in 89.4 458 72.5 404 57.8 458 61,7 392 49.6 456 54.1 385 43.4 458 48.6 '378 38.6 458 44.6 373 34.7 458 41R 368 28.9 458 37.7 362 24.8 458 38.0 369 35.7 358 __.! iiSS rclzL 76 In 642 435 67.0 361 53.6 435 58,0 373 45.0 435 48.8 368 40.1 435 44.7 360 35.7 435 40.8 355 32.1 433 38,1 351 26.8 435 34.4 344 22.9 435 324 341 20.1 435 32.23{0 a 00 Int 41.8 327 43.1 280 34.8 327 38,4 285 29.9 327 35.8 288 28.1 327 26.5 276 23.2 327 25.7 271 20.9 327 23.7 208 17.4 327 21,4 282 10 327 19.3 268 cZto[ 96 in 34.4 287 35.4 267 28.7 287 29.9 262 24.6 287 28.0 248 21.5 2117 23.1 244 19.1 287 20.9 240 17.2 207 10.3 237 14.4 287 16.0 232 )- M z O ti I081n 24.2 221 2{.7 205 20.2 227 20.0 201 17.3 227 16.0 795 15.1 227 78.0 195 X tti in 22.3 275 2L7 194 19.6 215 19.1 lot 15.9 215 18.6 188 1!! 1201. 57.6 194 17,9 167E�E fV Y X ¢ 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: `t a� z O O Ancbar Ca acI Table b9 d$ and O ANCHOR CAP.,,„,,,,, � � 8uhalmix 27k Cprcreie 3.5k Conn. HagowC/AU Feed CMU PT Wood Metal (OP,�)X t )=ANCHOR CAP.,,, Type: 3118'EIm ulOwen 1!4'Etao UNmegl 6+18'Ek a 3+78"EtoO UtOecpn ltd'Elco t8eacm ltd'SS Eko 5178•Eloo 214'SS Eko Bt0 Steef �lt26faei 512 Steil MULLION CAP.,,,,,,,,, Anchor Clip Patterns Anchor (pU�� AppmGetor Unmcon Ap9re0atpr acmvr(G5)Serew(G5) Scmw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edga rhowe{ink i" 2-1w i" 2-Irt 3118• 1' 2-In- 1• 2-irz" 2" 3.1/8' 2• 0AW 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING 70 AN Embodmmt(h) 1.34' 1.314• 1.1/4" 1-314" r 1414• 1.1/4' i-lic 1.1/4• 1.1/4• 1-114• 21 1-318' 1.37B' tadas ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors Q 4.75"M».O,C.r 8IMd dar06aet Cop{F1p.ik 390lbs 390lbs Oso lbs NOlbs !16"4-4ft 770 na 280It* 354165 740IM 374165 604JW 948@5 3411bs 44211,5 58613-3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancbare®1.16'MhL O.C.1 Standard(erOOsep C2p(Fig,2} 480 Ms 700 Ns WA WA A WA 3B0Ins WA WA WA WA WA 682IbS $85IM 1120 0.s CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AncMo@3MIv.O.C.((2)245 Anefo CUpslflp,3p 780165 780&s 880165 1560165 8165 540 tas 560Ins WA 760 Ns 74016-3 880165 1892165 seems B85lbs 15x0 ms MULLION.I7 WILL YIELDAMINIMUM ANCHOR 2AncF ®OA5'MIn.O.C.I U-Cop,infoA2S Alum.(Fig.411 WA WA WA WA A WA WA WA WA WA WA WA WA NTA 7S51bs CAPACITY WHICH MAY BE USED TO QUALIFY M101lFC'BpIFI,,5): 1051ba 185168 n51ns 4/S lbs ma 135 ins foolW 177 ms370 ms 1871be 332Iba 473 W5 170165 221 ma 290 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ane"@ 1.15'MCI.0.C/Fpip(Fig.O}: 2401.5 350365 WA WAA WA 106lbs WA WA WA I WA WA 3711W 427ns 5e01bs ANCHOR CAPACITY TABLE• NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. C-D CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, PRODUCT REVISED ae complying with Wo rib" Building Cvde �_ �• FIGURE 1: FIGURE 2: TABLE NOTES: 1.000- I- lVo 1 4� 1.000' Pxpinlial Datea �A2.1 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. Mi i d0 Prod.ct CAa18l FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\\��\uC�,( 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" ��t;•vic" •.-�cq)y f HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 'C.• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.C8705 }t ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •(/,' FIGURE 4: FIGURES: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375" -'0 "" f(/ O~ YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" $I L•l7 ;'1.!/•' • * THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND•045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT U S E r LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75'X.375"MULLIONT�'•.,.FCORI4I'".•'. `�\•. • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S,OR 410 S.S. ' ' FL r�j7�f14�N�tt \P E. p' 58705 TABLE 4A W � Mullion Co ao Tabte Ibee Opening Width(for terticalVspaMng mtAlona)or Opening Height(tor t»rizwU*spamtp mtiUore) 501n 801. 701n 801, 00 In 1001n 120 in ISOM 1801 o 1 x 2.76 x Reetang lar Trepriderg. Reotanguter Tapirdano' Recten9ufe TraprTda g. Rectangular TreyJTr)sng Recisnpda Trap tdeng, italmgular TmpTrfang. RectangWe Trsp iden0. Beate g de TrepZrtsn9. Recfe.p�0 7tep ittang. d .660 Aium. Loading Loafing Loading I.oadn3g Loednp Loading Loedng yLoedng Loading Lending Leading Loading Loading Loading Loadng Loadng Load09 Loadng o� Tube •a a o„ o a v a v,. a,. Mullion N � � € € �•� 5 b• :s e y " g ° b s h� o is ° b� $ 10 g W 421n 170,0 e20 170.0 435 170.0 744 170.0 478 i7o.0 888 170.4 sm 170.0 992 170,6 619 17Q0 1118 tma 521 170.0 t240 17o.o $21 170.0 1485 170-0 $21 158.7 1620 170,01 521 138.81 1820 170.0 $21 O W 48 N 170.0 708 170.0 524 170.0 550 170,0 SBA 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121,5 1417 170.0 080 106.3 1417 170.0 880 T IJ 50.8211 170.0 747 170.0 503 170.0 890 170.0 831 170.0 1646 170.6 884 170.0 1105 170.0 723 1826 1286 170.0 747 148.3 1288 170.0 756 121.9 12M 170.0 758 704,5 1286 170.0 758 91A 1286 170.0 758 W n 54 In 170.0 707 170.0 812 170.0 956 170.0 681 170.0 ISIS 170.0 754 150.7 1130 170.0 803 133,0 1130 170.0 837 120.6 1130 170.0 858 100.5 1130 170.0 881 68.1 1130 170.0 881 75.3 1130 170.0 801 m � t- 60N 170.0 885 170.0 701 148.8 915 162.3 761 125.6 916 144.5 746 109.9 915 1323 735 97.0 916 123,0 726 87.9 015 118.5 720 73.2 gill 114.4 715 02.8 916 114.4 715 14.0 016 114A 715 J .G 63 in 151.8 830 161.9 710 t26,5 830 136.0 604 108.5 830 123.2 681 94.9 830 1122 870 84A 830 104.8 662 75,0 830 99.4 656 63.3 830 94,5 640 54.2 830 94.1 649 47.4 030 94.1 040 Oy £n 68In 132.1 767 140.0 850 110.0 757 118.8 SW 94.3 757 105.9 824 B2.6 757 98.1 814 73A 767 80.1 ISM 68.0 757 B42 600 65.0 757 79.0 693 47.2 757 70.2 691 41.3 767 782 501 Z n gse 721n 101.7 636 108.8 552 64.0 138 91.0 510 72.7 638 50.1 ma 63.6 838 722 521 58.5 ISM MIS 514 60.9 036 02.3 508 42.4 636 57.2 500 38.3 030 55.3 497 31.8 638 55,2 497 2 0) W 76 N 0.5 US 98.4 488 72.1 571 76.6 488 8, 71 87.4 410 ISM 571 00.6 471 48.0 671 65.6 404 43.2 $71 $1.0 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 671 44.5 448 d �o Y LZ Z 781 80.0 542 83.4 474 56.7 542 70.8 485 57.! 542 02.1 456 50.0 542 55.7 448 44.4 542 SIA 442 40.0 612 47.5 437 33J 542 42.9 428 20.6 612 40.8 485 25.0 512 40.1 423 {- a O 90 N 52.1 107 63.7 381 43,4 407 45.4 355 37,2 407 39.8 349 32.5 407 35.3 343 20.9 407 32.1 338 20.0 407 29.8 334 21.7 407 20.1 327 18,0 407 24,1 322 10.3 407 23.0 319 oo.o 98 N 42.9 358 44.1 320 35.8 316 37.2 314 30.7 358 32.4 308 26.8 358 2Q6 304 23.8 358 20,1 300 21.5 35e 24.0 286 17.9 358 21.0 289 15.3 35E 19,2 28f ifj J{ 1061n 30.1 281 30.5 255 25.1 283 25.9 261 21.5 263 226 247 15.8 283 19.9 244 iS.7 283 18.0 240 16.1 283 16.6 237 I W l0 111 N 27.8 267 26.3 242 23.1 28T 215 238 19.8 287 20,6 235 17.3 267 18.3 231 15.4 207 111.6 228 tr C4 > Mr. 22.0 229 22.3 289 18.3 229 18.8 205 55.7 229 18.2 202 V ,�( et ? TABLE 4B `t E]E T ANCHORS 0.` ZmU? 10 Anchor Capacity Table a ANCHOR CAP.,,, , u SoUrtmte: 27k Concrete 3,58 Caw, ROD"emu Filled CMU PT Wood Meter (Dl;�,)X( )ANCHOR OAP.,, 6116*Elea 174'93 Eko 5116"Elco 1/4'88M. gt0 sisoi 0128teet 012 Steel MULLION CAP.,,o,,,,,s �+ ArwhorTYDe: 3HC Eko UlUeeon 174'Eke UlUecan Ulbecm 3110^Else Ullmoon 124'Eke Ulagcon A09MOaror Ullrecon A0gm0aler Sew' So,G5 Screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR AnchorCiipPattem9 ( ) Edge gslerwa Ml 1' 2.177 1" 2-ur 3.116' P 2-IM* I- 1 2-1427 7 3-116' r DAA 0.54• 6.324• CAPACITY REQUIRED•CORRESPONDING TO AN Em6ehnenl k 1J@' 1.314' 1.314• 1414• 2' 144 1.114' 1.114• 1.114' INV 1-114" 2- 1.318' 1-016' woes ACTUAL PRESSURE REQUIREMENT FORTHE 2 Anthem Q 4.75'Min.O.C.7 SlaWetd or Offset Clip(Fig.1k 390 Ns 390 ms 450114 Mies 1644M 270 Sea 280 rue 354 ills 740 ft 374 ms SUMS- 946I63 341166 442In. 580" OPENING,WHEN IT IS LOWER THANTHE MULLION 4 Anchom @ 1.15"Mtn.O.C.I StWderd(m Oftel)Cis ft.2k 460 ms 700 ms WA WA WA WA 31M)lb. WA WA WA WA WA 682 lbs C60511,D 1120 itis CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 3•Min.O.C.t r2)2r5 Angle C11ps 1 ffq.3k 780 r. 78016. Seo Lis 1560 IDS 189a ros 5407. 560168 WA 760 pis 744Ite 880 The 1692ibs 652146 casneD 1120%. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Amhomly0.45"h1in.0.C.I U•CIIp,Inlo.12Y Alum.(FIg.4):1 WA WA WA WA WA I WA WA WA WA WA WA WA WA 71111, CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor F-Clip(Fla. 196@3 196 iht z2a lbs 4451W 92z 9rs i351oa 146 ills 177 Ns 370 ills tar i6a 332164 473166 17B lbs 221 Se 2809w .00017401.0E ANCHOR OPTIONS FROM THE 2 Anchom 81.15'Min.O.CJ Fd21p(Flp,B): 240 ma 350 lbs WA WA WA WA 190rhs WA WA WA WA WA1 341 Un I 4421bt I 560@6 I ANCHOR CAPACITYTABLE. 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. PRODUCT REVISED x11 complying with She,Flbridaw FIGURE I: FIGURE 2: TABLE NOTES: Building Code ��o'O�l.t cceptance &.0.3 A 240 --•j� f--ij SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET FOR INFORMATION ON LOADING. 1.000" BxplsationDale By (II��_ ! • ..��J7 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi.I \fde PMff t rut 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' �a JCkNSC '•.'P HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. t FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. T'• No.58705 'r< ANGLE CLIP MUST BE USED IN PAIRS. ,I)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 650 " •-'U �� $ 110 f1,FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063-T5 AND BE A MINIMUM OF.125" Sr' }U THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ,(�� F + M LEAST.125"THiCKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X2.75"X.650"MULLION ''��1S,PtOR70„�``(^?`., THE MATERIAL.#10$#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.B.OR 410 S,S. �rJJ1 /UlVnL 1� r1117 i[i tiat A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A Mullion Capulty Table Ibstfe ®q R 4penSng Width(for t art catt9 sperrJr g mtilions)or Oponing Height(for Md2nnte9y Sparring mullions) 501n 601n 701n So in 90 in too In 120 In 1401n lw In o Roctanguler Tmprrdmg. Ractanoder TraprTdaro. Ractanguta Doplydag. Radanent 7rap7Tdmg. RaoiangA Treprrd.M. Rad.ngul r V p7dang. ft tang sr Treem v. Raciengdar TmprIlA n; Reotengula 1'r.µTdmg. d Lae Loadng Loadng Loadng Loadn Loading Loadn Loadng Loadng Load Loadn Loefn Loafrq Loadng Loadng Loa gx a' 1"X 3.126"x datg 9 g B re 9 9 dng Loadng Loadng 600"Alum z a r r 2 z a 2> x a x x a Tube Mull a^ a., o a ro.. a., a s c a ' a.. a At " IS u bei >,. a.� r e s g f- 42 in 170.0 820 170.0 435 170.0 744 170.0 473 t70.0 888 170.0 508 170.0 982 270.0 519 170.0 t118 170.0 521 170.0 1240 170,0 52f 170-0 1488 170.0 521 170.0 1735 170.0 521 164A 1602 170.0 521 -1 W 40 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 530 170.0 1133 170.0 061 170.0 1275 170.0 877 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 1577 170.0 080 118.2 1571 170.0 680 2 50.8251n 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1046 VO.0 084 170.0 1185 170.0 723 1740 t345 170.0 747 170.0 4484 170.0 756 141.7 1495 170.0 766 121.6 1405 170.0 766 108.3 1495 176.0 758 LU o$ 0 54 In lTBD 787 f740 812 170.0 958 1740- 891 170.0 ttt0 1740 764 170.0 1275 170.0 803 166.1 1441 170.0 837 149.5 1401 170.0 858 124.8 t40f 170.0 881 106.8 1401 1700- 881 03.4 1401 170,0 881 601n 170.0 885 170.0 701 170.0 1083 170.0 79T 168.5 1156 170.0 878 138.7 1156 167.0 028 123.3 1150 158.6 017 111.0 1158 148.7 010 92.5 1168 144.6 003 78,3 1158 144.3 803 88.4 1158 144.6 803 J J r� 631n 170.D 030 170.0 745 1590- 1048 170.0 850 137.0 1048 155.5 880 119.8 1049 141.7 843 108.5 1049 132.0 838 859 1048 125.5 628 78.9 10411 119.3 820 88,5 1049 116.9 818 68.8 1049 118.9 819 Fa 60 In 160.8 956 170,0 789 139.0 955 151.3 804 110.1 9S5 133.7 788 104.2 055 IVA 775 928 955 112.8 765 83.4 055 106.4 767 $0.5 955 99.8 740 59.8 835 88,7 740 521 955 88.7 746 Z LIJ 721n 128.5 SO 134.8 697 107.0 8W 114.0 682 91.8 $03 101.1 810 80.3 B03 91.2 659 71.4 1403 83,9 649 84.2 BOJ 78.8 842 53.6 803 72.2 632 45.0 803 699 828 40.1 803 69.7 627 5 uZ 701n 108.2 721 114.1 028 91.0 721 97.0 818 78,0 721 85.1 805 83,3 721 70.5 585 80.7 721 70.1 388 54.8 721 05.4 570 45.5 721 59.4 500 39.0 721 66.6 564 34.1 721 66.1 663 Q r- Z 781n 191.0 664 105.4 599 64.2 884 8&4 587 72.2 684 7$A 576 $3.1 '684 70.4 567 58.1 684 64A 558 50.5 884 59.9 SM 421 684 54.1 64i 38,1 884 51.3 638 31.8 884 $0.6 634 N o` Bp In 85.8 611 B7.B 458 64.8 614 67,3 446 "D 614 60,0 440 41.1 514 14.8 433 38.6 514 40.6 427 32.0 614 37.3 421 270- 61/ 33.0 412 23.6 1114 30.4 108 20.8 614 28.0 407 Q uI T" 90 In $4.2 452 65.7 404 45.2 452 47,0 306 38.7 452 40.0 390 33.0 452 38.4 384 30.1 452 32.0 378 27.1 452 30.3 373 22.6 431 28.0 385 SBA 452 24.2 359 18.9 452 22.8 355 o) X M°00$o o 0 10881 38A 357 38.9 322 31.7 357 UT 317 272 357 2&4 312 23.8 357 25.2 308 21.1 361 227 3D3 140 367 20.8 298 16.9 357 18.0 293 13.6 357 10.2 207 11.0 357 15.0 283 1„ L0 III In 35.1 3311 35,8 300 20.2 336 30.1 301 25.0 338 28.1 296 21.9 338 23.1 292 19.5 338 20,8 288 17.5 1 338 1 10.0 284 14.6 338 18.5 278 12.5 338 14.8 273 11.0 330 0.6 260 "� th 7C 120In 27.7 208 23.2 283 23.1 289 23.7 239 18.8 289 20.5 258 17.3 289 16.1 252 15.4 289 18.3 249 %0 289 14.9 248 11.8 289 128 240 9.9 289 IIA 230 8.7 289 t0-4 232 U X TABLE 5B a=� x� U) AnchorCe ecl TebleIbe ANCHOR CAPACITY ADJUSTMENT FORMULA: $ mQ yp �4 Sdatmie 27K Co fde 15k Cont. Rolow amu I nkdCMU PTWood I Mdo ANCHOR CAP.,,,,,,,,, LDP)X� �=ANCHOR CAP."„ NtG Elco IW O Et o Nth•Eko V4•ss Elco 810 6teH e12Steol e12Sieel MULLION CAP.-_J Anchor Clip Patterns AAcha'rype yte El unmem 1/4'E¢o0nmron Umcon &18'Etco unmeon 14'Ekounmcon AggreGaar uumcen Aggn:Gala St w(G5)Screw(W) Scnw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dstame 6ny r 2.1r 1' 2-1r 3116' r 2-V21 1• 2.1r r 3118• r 0.48• 1 D.W 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EreDad aD n 134• 144• 1374- I Ve r t•1P 1-V4- 1474• 1.14' 1414' 1414• z tare• tare• txdes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anton 04.75'Min O.C.I Slardanl a 08se1 Cep In%1) 390IDS 390 Os 450IDs 690IOa 1644 los 270IDS 283 ILS 354 IDS 740Irc 374 IDS 6S4 IDs 91$N 341 n>s 4d2 ma 5608n OPENING,WHEN t7 IS LOWER THAN THE MULLION 4ATKW3@1.15•Min.O.C.I Stadard(a•OCSet)CBp 010 n 480 IDS 700I WA WA NIA WA 380 IDS NTA WA WA WA WA t.82IDs Amim 112J l05 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arc)ors@T Min.O.C./{2)WA1gle Cops I(HR.3k 780100 783 IDS 6eD IDs 1560 ms Less ms 510 bs sm me NIA 760 IDS 748 IDS 883 He 1892 Re 6$z IDs 8e5as 11x1 ros MULLION.IT WILL YIELD A MINIMUM ANCHOR 9ArcMr9®0.45'MIn.G.C./U Cilp.tnlo.l2S'Anlm.(FIg.4k WA WA NIA WA NIA NIA WA NIA WA NIA WA WA NIA WA 1070105 CAPACITY WHICH MAY BE USED TO QUALIFY 1AmhDrIFCVp095y 195 IDS 106IDS 225IDS 445 tm 8221DS 73Sios 140U 177 rot 3701ba 187IDs 3S2IDs 475 ios 1769xs 221 rs �0ma ADDITIONAL ANCHOR OPTIONS FROM THE 2AntlKlls 1.76"Mln C.CJ FCVp(F18 6Y 2401D8 350IDs WA WA NIA WA 1B0Ina NIA WA N/A WA WA 9410)0 dA28s �O IDa ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISHD as complying lWth the Fib" 1-1.000"-4 Building Cade FIGURE 1: FIGURE 2: TABLE NOTES: Ecm�ll Dai 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. W Dodo product-. 111thIt7llT 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: 30-25' \ �pi4Y,LYNN ,f(Icc7�i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �, �iGBNSe •.,•11 i • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NC•50%05 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" (J�►, LT,- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -.-O,1." je �?FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' "'C1 , F IlL' i THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEF1 TO BE AT 1'X 3.125'X.5'MULLION C5 t A((" ?: * LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (t'VF MULLION) ��''•.,rLORtOf:••` « THE MATERIAL,#10&#12 ANCHORS INTO WOOD MAYBE STEEL,1&6 S.S.OR 410 S.S, A•/LYIININILLER,P.E, FL P.E.#68706 TABLE 6A Mullion Capacity Table(Ibs/tlz) • Opening Width(for vatUca{ry spanning mt6lons)orOpening Helubt(for hortzontaly-spardrg mullons) 601n 601n 70 In so in 901n We In 120 In 1401n 1601n O Reotengula Treprniang• Redargutar TraiiMang. Rectangular Tre7Jafiag• Redangda Tmp7180`X Re 4wgWar Twining, Rattavaer tlaprtdang. ReotOPS" T-A"1 4. Ractanadar TreptTrtarg. Redwalar Tiepfrilma. p 1%4x.128 Loadnp Loading Loading Leodng Lowing LOedng Lowing Lowing Loading 1.044.9LoadnB Loedmg Laadng Loadn9 Loadng Lowing WaIng Lowing tion W Alum.Tube Mullion � a Lt)-••. 421n 170.0 620 170.4 435 170,0 744 170.0 478 170.0 868 170.0 608 170.0 992 170.0 610 170.0 1116 170.0 521 170.0 1240 1740 621 170.0 1488 170.0 621 145,6 1469 170.0 621 127.8 1469 170.0 521 Q W 40 in 170.0 706 170,0 524 170.0 850 170.0 584 170.0 002 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 160,3 1303 170.0 860 130.3 1303 170.0 680 111.7 1303 170.0 680 87.7 1303 170.0 680 "1 U3 50.6261. 170.0 747 170,0 583 170.0 608 770.0 63t 170,0 1046 110.4 66{ 170.0 1195 170.0 723 15&1 1235 170.0 747 140.6 1235 170.0 766 t17.1 1235 170.0 768 104.4 1236 170.9 766 87.8 1235 170,0 766 � a o w 'a n 641n 170.0 797 170.0 012 170.0 958 170.0 691 170.0 1118 170,0 764 154.4 1158 170.0 603 137.2 1168 170,0 831 123.5 1168 170.0 056 1D2.9 1168 170.0 861 88.2 t166 170.0 681 77.2 1158 170.0 861 p 0 60 in 170.0 885 170.0 7D1 166.7 1012 170.0 707 142.9 1042 181.1 532 125.1 1042 148.7 615 111.2 1042 136.6 801 106.0 1042 1302 791 63A 1042 USA 762 71.5 1042 125.1 702 82.6 1042 12S.1 782 h (0 J 631n 570.0 930 170.0 745 1572 992 183.8 818 129.8 992 144A 799 113.4 092 131.0 782 200.8 892 1211.4 760 80.7 092 114X 758 76.8 092 708.4 745 64.8 802 108.0 744 58.7 092 Iliac 744 ",S -j 66 k1 165.4 047 170.0 789 137.6 947 140.0 768 1101 947 130.3 768 10.3.4 047 117.7 752 01.9 947 100.7 738 92.7 947 102.2 727 86.0 947 05.1 713 39.1 847 94,0 711 51.7 047 04.0 7it Z c72 In 135.8 049 142.7 737 1133 849 121.6 722 07,0 640 108.0 708 84.9 849 904 696 75.6 649 88,7 680 67.0 649 627 675 56.6 849 76.3 659 46.6 849 726 SW 42.6 849 72.4 651 "S.ti w W 76 In 516.6 762 S20.T 665 98.3 782 1026 952 82.6 762 90.4 840 72.2 762 MO 829 642 762 74.2 620 67,6 702 89.2 813 48.1 762 928 6D2 41.3 782 69.9 607 36.1 782 69.4 695 ((1) u Z 2 70 N 106.9 724 711.4 634 89.0 724 94.6 521 70.3 724 82.9 609 66.8 72.1 74.4 699 59.4 724 88.1 591 63,4 724 63.4 863 44.6 724 67.3 673 38.2 724 64.3 607 33.4 724 01.6 685 Q J r zt } a Q 90 In 09.8 543 71.8 483 68,0 843 60,7 474 49,7 643 62.0 486 43.6 643 47.1 468 38.0 643 12.0 452 31.8 b{3 39,5 448 29.0 643 34.9 430 24.8 613 32.1 430 25.7 643 34.1 426 Z o 06 In 67.3 478 58,9 427 47.8 478 49.7 419 40,9 478 432 412 35.8 478 38.6 400 31.8 478 34.8 400 29.7 478 32.0 395 23.9 478 28.1 386 20.5 478 25.6 380 17.9 476 24.2 378 Imo- Lin,sy.Z gip 1081. 40.3 377 /1.1 341 33,6 377 34.6 335 26.8 377 30.0 330 26.2 377 28.6 325 22.4 371 24.0 321 20,1 377 22.0 317 10.8 371 58.0 310 14A 377 17.1 3W 111 In 37.1 357 37.6 323 33.9 357 31.8 Its 20.6 357 27q 23.2 357 24.4 309 20.8 357 224 305 105 357 20.5 391 16.4 367 17.4 294 W >C X X 1201n 29.3 308 29.8 279 24.5 306 23.1 ?74 21.0 300 2110.3 306 10.2 287 583 308 17.3 283 X y r� to m 17.0 212 17.2 les Q O Q=~ Z U) N TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ mQ Anchor Capacity Table libel € 61� ANCHOR CAP., ,, _ 8ubstnew 2.1k Odaaete 3.5k Cmc, HWWCMU FOad CMU PT Waad MWe7 (DP,�)X{/ ANCHOR CAP.„, SHB'Eko 1/d'89 Eko 5118'Eloo 114'119 Elao 110 S1e01 152 stcel tl1281ed `MULLION CAP.,.,,,,,, Anchor Clip Patterns Aneha7yp� 37t6•EkoUlttaeon uPEtmUtaecm NoW. 32fs"EkoNo-econ va•Ekotnlraem AMM0ela Women Ag3re0e1a Sciew(05)6Crew(G5) SVM(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Dlstanoo MY 1• 242' t• 2.12• 3.118' 1' 2.112• 1• 2.112• 2" 3.118" 2• DAW D.A. 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmmt(Ina 7.3u• WA' 1.3+4' tart' r 1.1r4• 1414" 1-114' 1.11W 1.114• 1-114• r tang' Sara' +0406 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhae @ 4.76'MIm O.C.1 StaMud a Ogset C09(Fig.1&2y. 394 ns 300 M 450 ke 590 M 7644 1b3 270Ite 2801bs 354 kis- 740 M 3741bs 864 Ins 9401011 341 M 442 We 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ambers 0 2.25'Mtn,O.C.t standard(a or,el)Cep(Fig.3). 700 M 700Ibs 580 Ins 14101bs 052 M WA me Ibs WA 630m WA SBD lbs NIA 692 M 8851bs 1124 M CAPACITY(FROM THE TABLE)OF THE SELECTED 6 AnCb m 0 IA5•Min.0.0.1 Standard(a Ohet)Cilp(Fig.4k 060 lbs 1400 lbs WA WA WA WA 76016e WA WA WA WA WA 13831ba 1710Ibs 2240 M MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amtws a W Min.O.O.r(2)2,5 Mole,Caps I ft,5y 780 ib, 760M s�DM 15601b, 1098 lbs 5401bs 5007bs WA 760 I 7481bs 8801bs 18921bs 682M B851h1 112D Its CAPACITY WHICH MAY BE USED TO QUALIFY e Anc1"@ 3•Mtn.0,0.1(2)2115 Anpk Clips/(FI9.s}: 11701ba 117010, 102016, 2340 M 2641 M BtD M 840Ibs wA 1 td0l0s 1122 M 7320 M 2630100 1422 M 1327 tbs 1680 M ADOtTtONAL ANCHOR OPTIONS FROM THE 4A."�1Wi3'M757.-/U4211,h1o.72S'AUm.(FIg.7y WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14306u ANCHOR CAPACITY TABLE. 2 Anchors @ 2.25'Min.O.CI F-CIID IFW.BY 350 lba 35010, ?00 M 70516, 476 M WA 280 M WA 315160 WA !40 Lbs WA 341 M 442 its 560 M PRODUCT REVISED 4 Amb-@1.15"Mtn.O.CI F471p(Fig.01 480M 700M WA WA WA WA 3801bs WA WA WA NM WA 082M BBS Ibs 1120 lbs as Complying with We Flbdb NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -'j 1.000° t-- Aelaptg"'I(1-6218,0-3 Expiration Dal20 1 TABLE NOTES: By FIGURE I: FIGURE 2: FIGURE 3: FIGURE4: FIGURE B; FIGURE 9: MiumPld ofm,ndduu t' • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' . i .......... 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `�42�,,•'�CENSQ'••F'P • • • • • * • • • • �'i1 3)MULLION AND MULLION CLIPS SHOWN ARE N07 TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000' i No.50705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. -' • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -•'' TTE ! 1{7, • • I • • 9!!i CONCRETE BLOCK UNIT{CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125" T•'-. �: P,..•y-) SOUTHERN FINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125'THICK.STEEL ' �O •'•CO........ - L2: STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK � Sss/C� )n�_ ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS, AND A36,ALL ANCHORS INTO ANCHORS INTO WOOD MAY METAL SHALL EXTEND AT S S OR 410 B.S.S3 SCREW THREADS BEYOND THE MATERIAL,#t0& t'X 4"X.125• A.LYNNI ILLVR,P.E. MULLION FL P E 4 68705 TABLE 7A � Mulilon Capacity Table I4slft Opening Width(for uertically-9pamhtgmullions)orOponlngHeight(forhoizuria*spanringr Ufforis) a 501n 60 N 701n 801. 001. 100 N 1201n 1401n IGO In Id 01%4 X"376 Rectanpular Aep+nieng. R.Owgular TYp7Tdang. Rectangular TreprIttene. Rectar�ar 7tap7dan8• Reclen2ulat Trap'Tdaw. RectenOrder TwMenq. Reclarwlsr Trapfrdeng, ReatenO., Traptrdang. Redangrdar TmWT11�p. TA)Utn.TubeLocQng Loading Loedn9 Loadn9 LacingLacing LodIng Loafing Lo86ag LedNg •Loaning Loadn9 LoedliLoeang ISedinp Loedng Loafing Loadng lion mul 6 1 tr. 1 X1 1 6 fi1 ,,k. 6 I Its 6 r>: - �fi m , �� g �� 421n t70.0 620 170.0 435 170.0 744 t70.0 478 170.01 888 1170.01 608 1704 992 170.01 518 1704 Ilia 170.0 621 170.0 1240 170.0 521 170.0 1488 170,0 521 170.0 1�4 170.0 621 170.0 7883 170.0 521 Q 48 In 170.0 708 170.0 524 170.0 650 170.D 554 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 077 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 170.0 a00 161.8 2024 170.0 880 _ 50.625 to 170.0 747 170.0 663 570.0 686 170.0 831 170.0 1448 170.0 804 170.0 Sf96 178.0 723 1704 1315 170.0 747 ST0.0 149{ 170.0 768 170.0 17@3 570.0 760 166.0 570.0 156 136.6 1919 170.0 756 f m � 7 v 84In 170.0 797 17D.0 612 170.0 956 170.0 all 170.0 1110 170.0 754 170.0 1276 170.0 803 170X 1434 170.0 837 170,0 1694 170.0 858 169.9 1799 170.0 681 137.1 170.0 861 120.0 1708 170.0 601 m p I- 601n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170,0 1594 170.0 095 155.6 1810 170.0 1033 129.8 5879 170,0 1063 111,0 170.0 1063 072 1658 170.0 1063 ebb J 831. 170.0 830 170,0 745 tm.0 1116 170.0 850 170.0 1302 170.0 040 I"o $468 170.0 1015 168.7 1642 170.0 1076 141.0 1642 170.0 it22 117.5 1542 168.6 1158 100.7 1SL9 1157 08.1 7642 1679 1157 681n 110.0 974 170.0 769 170.0 1160 170.0 003 170.0 1364 170.0 10D2 160.6 1472 170,0 1080 142,5 1472 168.5 1148 128.5 1472 158.6 1130 107.1 1472 141.6 1108 91.6 146.0 1104 00.3 1472 148.0 1404 a �' 72In 17D.0 1083 iT0.0 876 170,0 1275 110.0 1009 150,8 1320 166.2 1101 132.0 1320 t49.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 ti1,0 1024 15.4 112.6 1053 60,0 1320 1123 1012 ? g IL 7ItI 170.0 1222 170.0 837 Si9.8 2184 l59.4 /Of3 1282 1164 139.9 894 712.2 1164 128.7 978 99,7 1184 175.3 884 88,8 5184 107.5 952 74.8 1184 07.8 835 84.1 93.1 827 56.1 1184 823 B25 Z 8 781n 168.1 1124 170.0 987 130,4 1124 147.0 965 118.6 1124 125.8 947 103.8 1124 115.6 931 92.3 1124 105.6 918 03.0 1124 98.5 906 89.2 1124 89.0 690 59.3 04.3 881 51.9 1124 83.2 875 "~; J .�- J _ 80In 106.1 814 ttt.d lb0 90.5 641 93.3 736 772 844 82.1 724 87.6 B{{ 73.3 712 88,1 Bid 68.6 702 6;,0 845 at.4 893 45.0 Sit 6<.2 878 38.8 50.0 668 33.8 844 47.7 862DoIn 89.1 742 91.6 663 74.2 742 77.2 652 83,6 742 67.2 641 55.7 742 69.8 811 495 742 64.1 622 44.6 742 48.8 614 37.1 742 43,0 600 31,8 39.8 590 27.8 742 37.6 684 IZ {�-• l7 NW1081n 62.6 686 63.0 530 52.1 686 63.8 521 44.7 068 46.6 513 38.1 688 41.4 505 34.0 686 37.3 490 31.7 586 34.2 492 28.1 580 29.6 481 22.3 26,6 472 19.6 566 24.7 466 cc,6e3555 48.5 495 df.2 655 42.9 487 36.0 655 38.0 d8A 32.0 555 34.2 413 28.8 555 35.3 487 Zd.O SSS 27.1 451 20.8 24.3 448 78.0 555 22.4 442 LU x476 39.0 428 32.0 475 33.7 420 28.5 475 29.0 41426.3 476 26.0 409 225 475 24.fi 004 19.0 476 21.1 30 10.318.7 357 14.3 475 17.2 351 X y j 144N 26.4 330 28.7 305 224 330 22,4 301 18.9 330 1 19.3 2W 16.6 33D 17.0 293 �- >� p d= Z y U) rA TABLE 7B Anchor Ca ac! Table Ibe ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP., ,,,,," Substrate; 27kComrete 35kCana. HoAowCMU FOiadCMU - PTWocd Metai (DP,,,)X{ CAP-,_,_) NIB'Eko 114'S3 Eko 6118'Elao 114.63 Eko d10 Siad d12 Slee) d12 S1eN MULLION CAP.,,,,,,,,,,, Anchor Cllp Patterns Anc+59r1}}t« 3756 Eko Uthacmr M4"Eka UBratm t8ir�m 3If8'Eka Ultracon 1141 Eta ultreeon AgoraGater UAracon AggreGetor Screw M)Screw(GS) $crew(G5) USE THIS FORMULA TO OBTAIN THE`ANCHOR Edo o1steare(NY1• 2-1W r 2-1r2' 3-118" r 2-1/r I' 24W r 3-116" 2- 0.48" 0.54• 0.324• CAP ACIT YREQUIRED'CORRESPONDING TOAN Eabedrneal 6nk 13W 1314' 7314• 1-314' r 1-114• 1410 1-114' 1 1114 1.114' 1.174" 21 5318' 1-316• reties ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors Q 4.75"Min,O.C.I Standard oroffset CAp(Fig.562): 390lbs3901bs 450)be 890Ibs 18441bs 001bs 250143 354 ms 740 lbs 374 Ore 684(lis 946 IW 341 We 442lbs 5M lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 4$22Y Mh O.C.r Standard(rrO5ca)CRI,(Fig,3}: 700 rbc 700 am SEbms 1410 Ina 952 Sbs WA 5601bs WA 630 ma WA 85011. WA 682U 885 IIA ll2oms CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anabors C 5.15'Min.0.C.1 Standard(or Offset)C6p(FI0,4R 060 We 1400 are WA WA WA WA 760143 WA WA WA WA WA 1363163 1770 Ica 2240 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anctotsa rMin.O.C.7(2)2.5 Angle Clips t(Ftp.5}: 760 ms 760 ms 880 ms 1580 lbs 1696r. 6401bs 560Vbs WA 7001. 748 ms 88611. 1892 lbs 682 ms 605 ms 1120 me CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchors Q 3"Min O,C.I I2)2x5 Atple dips I(Fig.8): f 17011,4 117)Ibs 1020 ms 2340 IN 2844 lbs 810 ms 840 lb. WA 11401w 1122143 1320 ran 28381h4 1022 ms 1327 Ice taco Ian ADDITIONAL ANCHOR OPTIONS FROM THE 4 Atotor3190.45•Min.O.C.7 U-0p,Into.125•Alum,(Fig.7): WA WA WA WA WA WA WA WA WA WA WA WA NIA NfA 1430 ms ANCHOR CAPACITY TABLE. 2 Anehae 4Q 2.25"Mm.O,cJ F-Clip(ft.81 3501b5 360 1b. 2901bs 705 ms 470 Ibe NIA 260 In. WA 315143 WA 440153 WA 341 Ib5 442 Me 560163 - pROD11CT REVISED 4 AnchM01.15•Min.O.CJ F,01p(Flg,9): 460103 700 ft WA WA WA WA 380148 WA WA WA WA WA 1 682 We 885lbs 1120 lbs as complying with lie+Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Cade �• -'•f 1.062' r-- -'-j 1.000" 'r- Acceptance,,)(,,-a2.10 B piial'�Fmduct TABLE NOTES: yFIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1 SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miami D • • • • • • r • • Sltilr+) • • • Af! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1`� �N�(,YNN 1 fr off • • • • • • • • • • 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° A.00tl" an , c'• '�r SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.4070.1 . FIGURE 5" - FIGURE 6: FIGURE 7: = 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND •(/�'"C fL b GU • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE ;.��-••. 0� • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE •' •. • • 6063-T5 AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' .375" 5' '`}�C`..•rL..... c ` THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS 1 /1",5S/{l-. %,L L'�i ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'x.375' P X 4'X.375" i A.LS�NNi MILLL'F},P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T"-MULLION MULLION FL P,E.#58705 TABLE 8A h i� Mullion Capacl Tablo IbaHe Opening Width(for varticafilr-spanning mifions)or Opening Haight(for haftontally-spanning ratiflons) � Q 50 N HON 70tH 80 N 80 N 100 in 1201n 1401n 160In p Ractan0utar TraptrXeng. Ractanguter 7rep17rtang. Reol""Inr Tteptraona. Rectangular 'RoWdeng. RectangWar Tra arta. Recang 1.26"% Loafing Loafing LoaQNg I.aamnp Loadnp Laad'n9 loa1M0 Lao6ng Loaaing Loe mng Loa6np� TLnq RLoa gtar ALLeadna. Roma&gam Loatling O. RLoad!ainga< TrLmdn W 3.188"x oY .TubeUm Sa- TuboMul! � &� � N g o ��m W 421n 170.0 629 170.4 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 510 170.0 1118 170.0 621 170.0 1240170.0 521 170.0 1488 170.0621 170.0 1735 170.0 621 161.8 1789 170.0 521 46tH 170.0 708 170.0 524 170.0 050 170.0 584 170.0 092 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1646 170.0 680 132.7 1548 170.0 680 116.1 1646 170.0 860 = _ 60.6261n 170.0 7d7 170.0 563 170.0 886 170,0 831 174.0 1048 170.0 564 174.0 1595 170.0 723 170.0 1345 170.0 747 167.0 14W 170.0 758 139.2 14M 170.0 766 119.3 1468 170.0 756 IOTA 1468 170.0 766 2 R U) "7 0 6i in 170.0 787 170.0 612 170,0 050 170.0 601 170.0 1116 170.0 764 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1378 170.0 856 122.3 1376 t70.0 861 104.8 1378 tree 1161 91.7 1378 170.0 881 LU � p 0 6111. 170.0 385 170.0 701 170.0 1003 170.0 787 158.9 f158 170.0 678 130.0 1168 107.4 930 123.6 1168 156.8 910 111.2 1158 150.0 012 92.7 Me 141.6 We 79.4 1158 144.8 905 69.5 1158 144.0 005 � w to J 831n 170.0 930 170,0 745 160.1 1051 170.0 850 137.2 1051 155.9 882 120.1 1051 142.0 848 106.7 1051 132.3 $37 96.1 1051 125.7 030 80.1 1051 lt9.5 822 64.6 1051 f49.t 821 804 105t it8.t 821 00TH 167.1 957 170.0 789 139.3 057 151.6 895 110.4 967 134.0 700 104.4 957 121.6 777 92.0 057 112.8 707 83.6 957 106.6 769 89.8 857 100.0 760 69.7 057 98.0 748 622 957 98.9 745 2 72 In 128.7 804 135.2 a88 107.3 604 116,2 664 91.0 804 161.3 871 8D,4 BN WA 680 T1,5 804 04.1 650 64.4 604 70.8 843 63.6 804 72.3 633 46.0 804 69.0 628 40.2 804 69.4 628 - �. 19 761. 109.4 722 114A 630 913 722 97.2 618 78.2 722 85,3 003 68.4 722 78.7 590 80.8 722 70.3 588 $4.7 722 65.5 560 454 722 69.6 670 39.1 722 68.7 $6S 34.2 722 68.2 564 J 78TH 101.2 BBS 105.8 BIX1 81.4 885 89.0 $811 72.3 6&5 76.5 677 83.3 685 70.6F-263 66.2 BBS 64,6 660 60.8 BBS 80.1 651 422 805 64.3 643 J6.2 685 01.4 637 31.6 to 685 60.7 636 r2*.. 90 In 65.9 bis 88.0 4S7 54.0 516 67.5 449 47.1 315 $0.1 441 413 515 44.7 38.8 616 40.8 428 33.0 516 37.4 422 21.5 615 33.1 413 23.5 61$ 30.5 407 20.6 515 29.t 404 Q x 90 In 64.3 453 $5.8 404 45.3 453 47.1 397 30.8 453 414 391 33.0 453 30.4 30.2 453 33.0 379 27.2 431 30.4 374 72.0 453 26.6 380 19.4 453 24.3 360 174 453 229 J50 ~ 00 $r too In 38.1 350 39.0 323 31,8 368 32,6 Jib 273 358 24.4 3(3 23.6 358 26.2 21.2 358 22.7 304 19.1 368 20.8 300 16.9 360 18.0 293 �° b° L*i 111 N 35.1 338 35.0 MO 29.3 3?8 30.1 301 26.1 338 28.1 207 72.0 338 23.2 19.3 J39 20.0 289 17.6 338 t9.t 24S ,K 120N 27.8 280 28.3 204 23.2 280 23.6 280 19.9 290 204 266 17.4 290 182 15.4 290 1$.4 249 144 N 16.1 201 16.3 180 Q 0 O TABLE 8Ba2* '0sU1 Anchor Ca acl Table(lbs) m ANCHOR CAPACITY ADJUSTMENT FORMULA: a ANCHORCAP.,,",,,,, -7�� Subsuafe 2.7kODmIda 35kcmc. HCODWCMU Fred CMU PTWDW Meld (DP,)Xt }=ANCHOR CAP... 810'Elco V4'S$Eko YIW Eko 114'SS Elco a1D Sled aMtml a12 Sleel MULLION CAP:_,,, AnchorCffpPattema Mciwr7ype 3'tsEicoiBtracm f14'EkaUtlracan N6raron 3'16'Elco InIcm 114"Ekollflmon A9g,�or Wacen AggmSdor Scmr(Cx1)acrOx(oC senwI05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eoge41stme0n) r 2.112* 1" 2-11r 31W 1• 2-vr r 2-vr r MW r 0.46" Oar a.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embednenf n 1-74" lar'• fat4. ISW' r I-tf4" 1-114" 1-174" Tur 1.114' 1-114' r t-M" tares' votes ACTUAL PRESSURE REQUIREMENT FOR THE zpxwn 104.7a Min O.C.15I831a06ret COp(tip 17 390 $ 30010a 450 ws 89086 1644 Ins 210ws 260 Mo 354 Obs 7401[4 374 IDs 664 Its 9460A 311 w1 442 wa 369¢6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors a 1.15-Mkt O.G.1 SIwM d(Or Ofeef}CeP(R9 27 480 W 700 we NIA txA WA NIA 3801 s NIA WA NIA WA WA 652 Me W25 1 1120 es CAPACITY(FROM THE TABLE)OF THE SELECTED 4AICfes®YMIn.Q.O.1(.0?a5Argw Cppll(Flp.9) leo los 780 as Lao IDs 1560Ins MOM 5401bs SM Is NIA 7601ea 748 bs 880 Ira 1B029c 6621I)s 065ws 1 1120108 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AM(0500.45'MN.O.C.111400,into.126'Alum.fFq 4XI WA WA N/A WA NIA NIA WA NIA NAA NIA WA Not NfA WA 1430 Me I CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amtorl FCep Mg.SI 195 w9 105103 726 tos 44fi R0 822 w3 135lbs 140 Ins 177 w9 3701t. 1 187 ros 332 Its a73 ws 17o ros 2211m 280 wa ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc1ncs 01.1$Min Q.GJFCO Mg.67 2AD ws 350ms NIA WA NIA WA 100 Me N/A WA NIA WA WA 341wB 44286 5601M ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .a cODUCT S EVIwith E Ptfaialll Emlatn6caae y6 621Q,.a FIGURE 1: FIGURE 2: TABLE NOTES: Ex ireion Aaaepllion pate ate . . . + 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. Mhuni do Product Con /11111711 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. FIGURE 3; ,�t3�........,�(t frr -� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188" _�Q •y10ENS,g '•.�•Q r` CUP 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. 265" `f No.58705 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 C-90.WOOD SHALL " .'•, F" I.2* BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '� '...�J�3 �-I E 0: 6063-TS AND BEAMINIMUM OF.126"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 'r'� FLORIOH.•' ti • ! . .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1,25'X 3.188"X.265"MULUON ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1/4"VF MULLION) � �`� * #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.L"'WN-MI11LLK,P.E. FL P.E.#58705 TABLE 9A + Mullion Capacity Table(lbeTtt2) Iy � Opening Width(forvonlcolhy spanning muBlons)or Oponing Halplit(for horizontally-spanning mtlilorw) gig gig 50 N 601. 701. 80 to 80 in 1001. 1201. 1401. top 0 P-'wg.40r %pflldan0. ReotavAr Tmt✓Tden#, R4ct Mehr 'Papniseg. Rwieg98er Trapr7aonp. Reetan9oter Tagoten9, R.Wgufar Tra 9 Id 1.26%3.26 N91ur8. Raearyrdar TL.ft8. Raetenpdsr 7L-fing9. R4oedoger Tia O X.100 Loatlfnp Lda3np LoadN9 LdadNB Ldadaq I.oadi.g toadin9 ldadtp loa4Pn9 Lda6n9 idadN9 LOedtg LoeanO Coe&g LtedOp tdmOnO Loa6.0 LdadN9 Alum.TubaMullion _ _ .fin _ _ _ •2�§. a 8x LO z yam � 421. 170.0 620 170.0 435 170,0 741 170,0 478 170.0 888 770.0 506 170.0 1392 170.0 519 370.0 1118 170,0 521 163,3 7116 17Q.0 521 127.7 1116 110.0 621 1119.5 t118 170.0 521 95.8 1118 170.0 52t 0 481 170.0 708 170.0 524 170.0 850 170.0 584 157.8 878 170.0 838 148.7 978 170.9 661 130.4 878 170.0 677 117.3 978 170.0 see 97.6 976 110.0 880 83.8 are 170.0 880 73.3 978 170.0 880 W W 50,626N 170.0 747 170.p 589 170.0 896 170.9 631 150.1 027 170.0 884 131.9 927 168.6 709 117.2 927 159.1 699 105.6 927 158.3 696 87.9 027 158.3 685 75.4 027 156.3 695 65.9 927 158.3 685 6/1n 170.0 787 170.0 812 164.6 880 170.0 601 132,5 889 163.9 683 115.8 888 141.8 869 189.9 869 131.9 660 92,7 889 128.8 654 77.3 869 128.8 652 66.2 869 128.8 862 67.9 889 128.9 652 w it 0 60N 113.2 748 353.8 634 118.-0 748 1323 820 102.7 748 111.8 808 89.5 748 107.8 599 70.8 748 101.0 692 71.6 749 00.8 507 697 740 08.3 683 51.2 748 03.3 5B] 44.9 748 83.3 683 0 m 830 173.7 877 132.0 570 107.1 677 113.2 588 88.4 971 109.4 565 71.3 577 91.4 646 88.7 617 85.2 530 87.0 977 61.0 634 e1.e 677 77.0 620 4/.2 877 78.7 629 767 877 78.7 529 Fes.. (� � J 9 660 107.8 617 114.1 530 69.7 817 97.8 519 78.9 817 88.3 509 87.3 677 79.3 500 55.8 017 72.6 484 51,8 817 887 489 44.8 617 64.4 483 38.4 617 63.7 482 318 at? 83.7 482 W 0 0. n 721. 82.9 518 67.1 459 89.1 619 743 410 $02 610 65.2 1 432 61.8 619 66.8 125 48.1 616 64.2 419 41.4 616 60.7 11434.5 519 46.6 408 20.6 515 45.0 405 26.9 518 45.0 405 Z V)z 781. 70.6 465 73.7 400 58.7 405 62,6 308 60.3 485 54.9 1 380 44.146b 49.4 384 39.2 465 45.3 378 362 485 42.2 374 20.4 465 30.3 387 25.2 465 36.6 384 22.0 465 38.2 383 W 781. 85.2 -041 6@.0 387 Sd.3 4S1 ST.T 379 481 441 50.8 372 d0.e 441 q5.4 308 36.2 441 41.9 380 72.8 d4i 39.7 358 27.2 441 34.8 349 27.3 q41 33.1 348 29,4 44t 32.7 715 7.. 0D N 42.4 332 410 18S 35.4 332 37.0 2W 30.3 332 32.3 284 28.5 392 28.8 280 23.6 372 28.1 276 212 332 24.1 212 17.7 332 21.3 286 15.2 332 19.8 262 13.3 332 19.7 260 Q p � `4• r 860 35.0 291 55.8 280 20.1 281 30.3 258 25.0 291 254 252 22.9 280 23.6 248 i9.4 283 21.3 244 17.5 291 19.6 241 14.0 281 17.1 238 12.5 287 16.8 232 z~ Q Q7 p 108 0 24.0 230 26.1 208 20.5 230 21.1 205 17,6 230 18.3 201 15.4 230 18.2 188 Q x Z Z 111 0 22.8 218 211 197 180 216 19.4 194 702 218 10.8 791 7{.i 219 14.0 188 rj) toli �c 0200 17A 187 162 170 14.8 t87 16,3 167 -- fE LU C7 X Y Y to [n In N Q 0 Q TABLE 9B Z ¢�� om' Anabar Capacity Tabla lbs ANCHOR CAPACITY ADJUSTMENT FORMULA: �m� st"Inata: 2.7k 0meemle 3.5t Cats.I HOW cmU I R m cmu PT Wend Metal (DP_)X(ANCHOR CAP., ,_ =ANCHOR CAP.u, 5116.5100 1/4"SS Elco 5/16'Elco 1W SS Elco 910 Steel #12 Steel 012 Steel MULLION CAP., , Ar%hae gri; 3718•Elw Ullman t!4'Eke Ultrd0wl 3r19'Elco Ulimcon 1/4•Elco Ullmcan USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip Patterns UOmton Ap9mGtta UltrOCOn A9pre00ta Sere4r{G5}Strew{GS} 50ma{05} Edea Dislarwa 9nR 1" 2-v2" 1• 2-1/r 3.718" 1• 2.1n• P 2-1/Z 2" 3.1/8• r 0.49• 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embadment{e,T 1-314' 1-3'4^ 1ar4' taro• r t-lf4• i-1w 1-i/4` t-iW 1414• 1-114• r tare• 1;3W ,ants ACTUAL PRESSURE REQUIREMENT FOR THE 2Am @4.75•Min.O.C./Standard or offset Clip(FI9,1): 3900s 3901bo 450 too 890 its 1044 lbs 270pw 280ibs -W-IM 7401oa 3741bs 6841bs 948 Its 3410. 442IW More; OPENING,WHEN IT ISLOWERTHANTHE MULLION 4 Andhma t.fs MO.O.a r sielidard{or09sa8 alp tFq.2}: 480 lbs 700 ties WA WA WA WA 380 Ns WA NTA . NA WA WA e@2 ries gas Its tlz9las CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchor a 3•Min.O.C.1(2)2r5 An91e Clips I(Fp.11 7!0_U 700 lbs 68D ms 1560lb, 18"We 540 N560So. WA 760 Ito 748105 680 lb. 1892 log 692 be 885 lbs 1120 ft MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchm Q9.54 W7 0.C•I ULiIp,In1o.10TAlem.(FW.4j: WA WA WA WA WA WA WA WA NIA WA WA WA WA, WA 9501ba CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archal F-alp(Fig.5);j 195 RA 195 lbs 225 ft 445 @s 6221.35 135!be 140 W VT its 370 lbs lay ft 332 iba 473 iib 170 ibs 221 Ibs 280 @s ADDITIONAL ANCHOR OPTIONS FROM THE 2Anebor.@IA6•MO.o.C.IFL9p4Fq.0}: 24D Ibs 350 Ibs WA WA WA WA 190IW WA N/A WA WA WA 3111be 442!be 660 les ANCHOR CAPACITY TABLE. PRODUCT RBY1560 m complying with the Fla41ds FIGUREI: _ FIGURE 2: ` AecepilgwmNo '�ia' TABLE NOTES: 1.250` S • 1xpi7elion Dale QOM . • 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. Ml Do&Product IIII FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. O�(LYNAI ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,250' :a��'.•'�c'a 's r•".�Fn SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, '1C BE USED r No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND FIGURE 4: FIGURE 6: FIGURE 6: �T GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .10U' •'p g tt/ BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE j•�•, • 6063-T6ANDBEA MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AN0 �'•, 917.0 t • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ' '(' '••,fiC ORiOp, ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THR17ADS BEYOND THE MATERIAL, 1.25•X 3.26"X.100' 1 `i�• - #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION X77 '7t ON AlE L'-vvv • A.LfNN,41-Lek,P,E. FL P.E,#58705 TABLE 10A Y Mullion Capacity Table QbsAfl Opening Wdit(forvedice*spermagmullinns)orOpeningHelght(forhmizoda*spanringmUrions) 50 In 60 In 701. BOIn 90 in 100 in IN in 140 In ISO,n rt0 1.26 x 9.26 R.I.Nuiar T,Wfieng. RadanwA,, Tnplydang. Reciangeat Tr47lydang. Re......W TaoWding. Ractangh, T.ptrdeng. Rodong+.10 Tesp7da.g, Reetangsiat Taprildaag. R.0-setar TrapRda.9, Rae"War Taap'Tilang. a x.624 Lo. tg Loading Loading Loading Loading Laedin9 Loading Loading Loading Load" Loading Loading Loading Loafing Loading Leading Loading Loading n>? 0 Alum.TubeTm .r F P a ,S .• b r e, d llon $ a� $ $a $ �� v a $ a� $ � A dS $ v $€ $$ € $ Gs aS $ s $ s $ 3a cv G Ve U UvG Gv U U t� V U U Glv G U U Uv U x711 G V U Gv G U l3 G Gv G Ga U Gaa 'a s`s s s s' s` r a x. �' a � � S a s a "a din M MS «« H IS �« f -« ;@" « a'� « z�� $« $« « �« �a E« G �« � I& �« «« �4 k« d« Z 421. 170.01 620 170.0 435 170.01 744 170.0 478 1704 860 1170,0 506 1700 992 170.0 619 1700 1115 170.0 521 1170.0 1240 170A 621 1170,01 1488 170.0 621 170A 1735 1170D 521 170.0 1983 170.0 521 O W r481170.0 Toe 1704¢ 624 170.0 850 170.0 564 1700 992 170.0 630 170.0 1133 170.0 661 170.0 1215 170.0 677 170.0 1417 170.0 680 170,0 1700 170.0 660 189.7 Me 170.0 680 148.6 1979 170.0 680 110.0 747 110.0 563 170.0 896 1700 631 170-0 1046 1704 684 170.0 1195 170.0 723 170.0 134S 170.0 747 110.0 1494 170.0 766 ;700 1793 170.0 766 1525 1877 170.0 766 133.5 1877 710.0 766 a m N170.0 797 110.D 612 710.0 956 17O.D 691 170.D 1116 170.0 764 170.0 1276 170.0 603 170.0 1434 170.0 B31 170.0 1594 170.0 856 156.4 1769 170.0 B61 134,1 1769 110.0 861 111.3 1169 170.D 661 w 03 a110.0 8B5 170.0 701 170.0 1063 170.0 791 110.0 1240 170.0 BTO 1TOA 140 RDA 944 ISM 1571 170.0 945 145.0 1511 170.0 1033 120.6 7571 170.0 ISO 1035 1611 170..D 1063 90.6 1611 170.0 1063 � (n ca 4A774.0 930 770.0 745 570.9 7116 170.0 654 170.0 1302 170.0 940 558.6 1370 170.0 7015 134.2 1310 170.0 1976 126.] 1370 164.0 7082 tae 1370 1Me 1072 89.5 1370 165.3 16tO 78.3 IUD 10.3 1070 ljg Jm170.0 974 170.0 769 170.0 1169 170.0 903 155.6 INS 170.0 1002 136.2 1248 158.6 1013 121.1 1248 141.1 iDDO 108.9 1248 139.0 999 90,8 1248 130.4 978 71.8 1249 129.0 076 68.1 1248 119.0 976 fD d m e' Min 157.8 1049 170.0 878 1399 1049 150.2 892 719.9 7649 732.1 815 204.9 1644 719.1 96II 932 1049 104.7 64B 83.9 1049 102.1 gag 60.9 1049 94.3 925 59.9 1649 912 020 62A 1049 91.1 020 z ..!€ 0 ISM 142.7 941 149,1 822 118.9 941 INA BOB 1019 941 111.2 791 892 941 100.0 771 79.3 941 91.7 166 71.4 941 659 757 59.6 941 77.6. 704 file 941 74.0 737 44.6 941 13.3 736 78in 132.0 994 137.6 783 110.0 894 116.9 767 94.3 894 102.4 763 52.6 894 91.9 740 13.3 094 B4.1 730 66.0 891 78.3 731 d5,0 894 70.7 707 47.1 094 67.6 701 41.3 84d 66.1 598 .Q e- �. 901. 659 6T1 68.7 696 71B 671 74.9 583 61A S7t 65.3 676 53.1 671 SO2 556 47.7 671 52.9 668 AM 671 489 551 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 37.9 526 Z Q N O 961n 70.8 $90 72.8 527 59.0 590 61A 518 60.6 690 534 509 44,3 690 47.6 602 39.3 590 410 494 35.4 690 39,6 480 29.5 *U1 25,3 690 J1.6 469 227 690 29.8 461 � X xZ � r tOB In 49.7 466 bO.B 421 41.4 166 42.8 414 336 IB6 37.1 468 7141 d66 32.9 402 21.6 466 29.7 396 24.9 465 27.1 391 20.T f7.6 466 212 315 155 656 19.6 370ja 441 45.7 ADO 38.2 441 ]9.3 39J 32,7 M1 3l,t 381 285 447 31.2 3. 26A 441 272 376 22.9 441 24.9 312 19.1 %A 441 19.3 356 14.3 441 17.8 351 LLI M 371 35.9 344 30.2 378 31.0 319 25.9 370 261 334 22.7 37B 23.7 329 20.1 378 21.3 326 10.1 37B 19.5 321 15.1 2' X y 262 272 242 175 262 ;T.B 219 1740 262 15.3 238 ta7 ..,a• }� N Z O TABLE 106 Anchor Cap6Nty Toble(!bs) ANCHOR CAPACITY ADJUSTMENT FORMULA: $ a Suo6Nale 2.71aMble 315k Cox, Hollow CMU FOtedCMU Frwow Meta ANCHOR CAP_. R_,g, (Dl;,,}Xt )=ANCHORCAP.u, 0161 Elco V4•Bs Exo N16•Eko 114.95 Elco oto Slod N12Steei #12 Sleel MULLION CAP.,,,,,,,,,, AnehorClipPattema AnctxrTypB Stt�EKOUdracm 1d•ExaUnr4ean UOtBcon 3'!6'EccoUStacm 14•E1caU0raeOn Aggeaatar Ullwon AggWaier Sum(W)Scrnrph) Seem(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Data"0 1' 2.112' P 2-112 34ar 1' 2-112' t• 2-117 7 3478' 2' 0.48^ 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EmaeOnalt ft 1374^ 7.3/4• 1.474• I-YC z 1414' 1-114^ tam' t-1d 1.114^ 1.114• z I-Sw I-Tr vados ACTUAL PRESSURE REQUIREMENT FOR THE 2Anthem @ 439'MIrt C,C.7 Stancara of 0McR Cep Q99.iX 3B0 049 390108 450 IDS 00004 1644 @9 270 IDS 2BO U. MAIL* too Ns 374109 661 Ins 946 Ds 341 ft 4421os ,%OMs OPENING,WHEN IT IS LOWER THAN THE MULLION 4AncDersQ 1.151MIit D.C.7SIaMam{orC{sai)Gtp{Rg 2j 480 Ds 100 ft N/A WA NFA NTA 38D ft N/A WA NIA WA WA 682 Me 585106 - 1120®6 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AD"o" 'MN.D.C.I F4)215 A1gle Clps/(Fla 3T 780709 780 IDS See lot 1560106 7M6IDS 5,10 log 560 Be NIA 7601Ls 748816 Sao log IBM las 69210s 8651x5 112006 MULLION.IT WI LL YIELD A MINIMUM ANCHOR 3Arci4;AW, b W._O".C.l U•CBp,Into.100'Man.{Fig.47 N/A WA NIA 1JA NIA WA WA WA WA NIA WA WA NIA WA wo ft CAPACITY WHICH MAY BE USED TO QUALIFY tArc.Inr1 FCIC IRS,fix IDS los los 0s 2.25 i0s 445 Ds 8221¢6 135 IDS 140 Its 177409 370106 1071Ds 91 ins 479116 170 ms 221 Me 250 We ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancszrrs�1.15 Mart O.Cl F4:ip{B061 2401ns 35D IDS NIA WA N/A WA 1901¢1 NIA WA WA WA WA 3411as ACIDS I 6601x0 ANCHOR CAPACITY TABLE, ¢RooucT•RRVISBD ,U complying with the Rod& Iluilding Code 1(¢•621$,45 FIGURE 1: FIGURE 2: Accepinoca7W , TABLE NOTES: 1.250" Ex imdonDale IFLTQp4) ! ` 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. Miaen Dade Product 117{111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE k.YNN FIGURES: ti' ON�......•.1111(��ti 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ANGLE 3.250" .`��:`�,.•�10EIJs� ••.�n r�'f CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - i BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. OIG.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �.-+ f[ 1 • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -'Cl•• T Fj ,b tl1, FIGURE 4: FIGURES: FIGURE6: 624' S BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE _� 7 TC F 4: • . 6083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND `.Uifi'•., rLOR10Q:' >4�•; .045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ;�Csh••••••• �.��•�.` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.26"X.624` ��r/7•/( jtlnl„ * #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.'LfNN7'v11LLR,P.E. FL P.E,#58705 TABLE 11A - Mullion Capacity Table({hs4Tt7) 1104 Opening Width(Porvertica*sparadngml6los)orOpeningHaight(lorhod2odallyspandngmd9ons) �H^L, azK 50 in 60 In 701n 8o m 90 m 10014 120 m 140 in 160 in O Ractmgutar TrapTdang. Redengalar Truptidsag. Racmniifm Trapfl'dsn9, Racimgutw Trap7derg. Roctengut2r Traptrdang. Rec79ngWar Traprrring. Rectangular 7raptTdar.g. Redengdat Trap/V-4 Rada dor Tni ong. 126X3.94 A• M pT+l p X'624 Loom Lording Loedln9 Loading Loading Loading Lna&ng Loa4ing Loading Landing L.T ii Loadig LaOding Losdmg toed'mg Landing Loading Loading kiY4 alum.Tube ',. ' '.. € �' '� '� -s §'., €.. s., ss '� -� ••€" .- s .-f •> '§`.. s,: b Mullion v� v vc+v i+ v� u� aR �� v v` v v� s2gG• v aft • v v� chi ua N s _ e s' a -g.1 6n 1tn�� H @. �a' � d`ac fes. e`a4 i� d`t$ � §fi? 3@ d`uT . $I Z m.-m N 421n 170.0 620 170.0 435 170.0 744 170.9 478 170.0 ON 170.0 606 170.0 992 170.0 619 170.0 MIS INA 621 170.0 1240 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 521 170. 1983 17D,0 621 0 4BIn 170.0 708 170.0 624 170.0 851) 110.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 680 170,0 1983 170.0 600 170.0 2267 170.0 680 -1 til 64.626 in 570.9 Td7 170.0 553 ST0.0 896 170.0 635 170.9 10;6 170.0 Sed 170.0 1196 270. 723 170. 1345 170.0 747 INA 1494 170.9 766 170.0 1793 170.0 755 170.0 2092 170.0 758 170.0 2391 170.0 755 in 641n 110.0 797 170.0 612 170.0 956 170.0 691 170.01 1115 INA 754 170.0 1276 1704 803 170.0 1434 170.0 837 170.0 1594 170.0 B56 170.0 1913 170.0 061 170.0 2231 170.0 661 160.2 2403 170.0 661 W b o O ca 6010 170.0 985 170.0 701 1704 1063 170.0 797 170.D IND 1704 878 170.0 1417 170.0 944 170.0 1594 170,01 998 iTO.0 1771 170.0 1033 1170.0 2125 170.0 1063 148.3 2163 110.0 1063 129.0 2163 170.0 1053 CO ~ Cn ti7 � 63 in 170.0 930 170.0 745 170.0 1116 170.9 850 170,0 2302 170.0 940 170.0 1480 170.0 1015 170.0 1673 170.0 1075 170.0 1859 170.0 1122 156.9 2060 170.0 1169 1345 2D6D 1704 1171 (17.7 2060 170.0 1171 g� 661n 170.0 974 170.0 769 170.0 1169 t10.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 1434 1966 170.0 1276 122.6 1966 170.0 1286 01.2 1966 170.0 1286 d }, 6 (O= m J 72 in 170.0 1053 170.0 876 170.0 5275 110.0 2009 }70.0 Id08 }TOA 1126 170.0 5700 770.0 1228 i6d.t 5734 170.0 4315 136.7 1734 169.8 1386 175.6 1734 555.9 136{ 99.1 }734 560.4 5352 86,7 1734 150.2 1352 •Z- _j F, $ 0 161n 170.0 1122 170.0 837 170.0 1346 170.0 1000 168.5 1556 170.0 1209 147.0 1566 1652 1205 131.1 1556 161.5 1266 117.9 1556 141.3 1261 98.3 1656 728.3 1229 942 1556 122.3 1219 73.7 1656 1212 1216rcZ 781n 170.0 1151 170.0 957 170.0 1381 170.0 1116 155.9 1477 169.3 1246 136.4 UTT 152.0 1224 121.2 1477 139.1 IROS 109.11 1477 129.6 1191 9a.9 1477 116.9 1169 77.9 1477 110.8 1158 68.2 1177 109.3 1754 Q d Goin 142.0 1510 146.5 986 15BA 7710 123.9 968 101,61 1118 107.9 951 86.8 1110 96.3 936 78.9 fife 07.5 022 72.0 1110 80.7 910 59.2 1110 713 Ot 50.7 1110 65.6 878 44A 1110 52.7 070 961n 1}7.0 975 120.3 072 97.6 975 1015 866 03.6 975 88.3 B42 732 976 70.6 829 65.0 975 71.2 617 68.5 375 65.4 NY 48.8 976 S7.d 709 41.8 975 623 776 36.6 976 49.3 767 H X Z � O 1O6 to 02.2 771 84.0 696 68.5 TTI 70.7 685 60.7 771 61.3 674 SIA 771 64.3 664 46.7 771 49.0 665 dt.t 771 44,9 647 34.3 711 30.9 632 294 777 36.0 621 Y5.7 TT1 324 612 �st m mp-• iii in 75J 739 77.3 66} 63.1 730 55.0 650 64.1 730 56.3 640 47.3 730 49.9 631 42.1 730 454 622 37.9 730 41.1 611 31.fi 730 35.6 600 27.0 739 744 589 2J.7 730 29.5 601 rA Cn M 120 in 69.9 624 GLO $69 49.9 624 6i.2 560 42.6 624 44.3 652 37.6 624 39.2 644 33.3 624 35.3 637 39.0 624 722 631 26.0 624 27.7 619 21,4 6U 24.6 509 1&7 624 22.6 501 IY x 144in 34.7 433 35.1 400 20.9 433 294 395 Zd.O 433 25.4 390 25.7 433 ?2.d 385 19.3 433 204 301 17.3 433 782 31b U) TABLE 118 0. z O ANCHOR CAPACITY ADJUSTMENT FORMULA: 1-0 Anchor Cepeclty Table(lbs) $tl» 2 5051rale 2.7XCOntrela 3.5kCmc. HdIOwCMU F19e0CMU PTwood Max (DP_)XfANCHORCAP-"°"" ANCHOR CAP... ��-' 5116.Elco 114'9S Eko 916'Eko 114.55 EtcO ql0 sled al2slea a12 s1«1 \\MULLIONCAP.•„,„L_ MCho7CllpPettems AmencrTyE4XNIA Etmuntaon trd•EImUOrazai UXracan 316'FJcOUdraCat Ud'EKOUOretan AggeCxor UOracon A99reaala screw(G5)stem(r>G strew(G5} USE THIS FORMULA TO OBTAIN THEANCHOR EOge Exth-e 24/r 1• 2-11r 3-ve" 1• 2-Ur 1• 2-Ur r 3.110• r 0.48• 964• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emeennmf 4" 13+4• 9-314- 13.4' r t-114• f-v4' 1-us 1-774• 2.a4• 144 2 I-n- ta•e• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 ArKhOrs 04.7-3Min O.C./Stardao0 a 0reel Clip 09. s 390106 450 Ons 800 Its 16441bs 270 m9 20085 354 On 740106 3741bs 664 Iia 94600 341106 44x10s 560IDs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnthOrsg1.15'Min O.0 I Welland(aOMet)C6p ift9 70035 N/A WA HIA WA 380lbb Nut WA NIA WA WA ca2fbs Mks i12o 9s CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arcmrs®3-MN.G.C./M 215 Atgie C6p6/(Bg0s 760 ka 680 IDS 150D M e leB8 k0 5i0ks 5601-3 NIA 760Ia 740 k5 Ban its 1892 ks 682Ma 8B5 k6 1120 ks MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AnoMrs�0.5i'MOi.C.C./Mile,B110.10o'AIUm.(FlgWA NIA WA NIA NIA WA HIA WA NIA WA WA WA WA 1267 k6 CAPACITY WHICH MAY BE USED TO QUALIFY IAM WIFCOp(Flg. 1bs 195is 2251-3 445 Me 822Ia Mies 1401-3 17706 3701-3 187 as473 as 17006 2211-3 2601-3 ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhalss Qti5•MIR O.CIF•CBp g. ms 350ks NTA WA N/A NTA 19786 WA WA NIA WA WA 341 ks 442110 6601-3 ANCHOR CAPACITY TABLE. PRODUCT FtEY)SBO as complying with the Fiar)Ss 1.250" Bulldhtg Cade 1Ca-0218.0 FIGURE I: FIGURE 2: TABLE NOTES: %N,ia On Daaic f2A,2) ! 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, A4im Dade Pmduct Llilltill 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. tt t<.y)�1r1) i FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94 {�;••'y10ENSE •.- 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.80705 _ 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 C-90.WOOD SHALL =`7 �~ " BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE - )'• l<j7� S(/\TE O • + 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624' C,7 -• ANCHORS INTO METAL.045"THICK(18 SHAG L EXTEND AT LEAST 3 SCREW THREADS BUCTURAL STEELTO BEAT IEYOND THE MATERIAL CK AND A36ALL -� `Jr�csSJt)�lFti * #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. 1.25•X 3,94•X.624" A.MN1 MILttR,P.E. MULLION FL P.E.#58705 TABLE 12A Muitlon Capacity Table lbafle ® ^ Opening Wdlh(for varboally-spennInD mullIons)or Opening HeIght(for horizontally-spanning Intflons) ARA FGA 50 to Bob, 70 In so In got. 100M 120 in 1401n 16010 Reatenysdar Tmp'7dantt. Re44wTAr Tmptalang. Rectangular Trepret.p. Ractengw.r T.WTdeng. Rectangular Tra"ang. Rctargder 7roprfrleng Retimt; u T(eWTdeng• Reoleng*r Treprrdeng. Raclanglar Trapreleng. O 2 X 4 X,26 Loafing Loafing Loadng Loafing inadng Loafing Loafing Lwdng Loading I.oedng Loadng (- ding 1.000.0 raad� Loafing Loadng 4oadat9 taedng y Alum.Tube _ & �� _ _ b_ 4 S P z 3i Ival. Mullion I 8 �" � h 11 1S 11 c9 �ok , .h. � S 5 � S 16� Iallg� � ,; � �x z s� s s� z � g co 421n 170.0 620 170.0 435 170.0 744 170,0 478 170.0 SM 170.0 600 170.0 992 170.0 519 170.0 1118 170,0 621 170.0 1240 170.0 521 170.0 1488 170,0 521 170.0 MIS 170A 521 170.0 1883 170.0 621 O 40 In 190.0 708 170.0 524 170.0 850 170.0 684 170.0 992 i7o0 630 170.0 1133 770.0 ear 170.0 t276 170.4 e77 t70.0 1417 170.0 600 t70.0 1700 1.110 680 170.0 1983 170.0 880 170.0 2267 170.0 880 -.1 W 50.0251. 1700 747 170.0 583 170.0 998 170.0 63! 170.0 1048 170.0 684 1700 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1783 170.0 766 170.0 2092 170.0 768 170.0 2391 170.0 756 �, U) 641n 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1276 170.0 003 .170.0 t4M 170.0 837 1700 1894 170.0 859 170.0 1913 170.0 881 170.0 2231 170.0 861 170.0 25W i10.0 887 '7 60 In 170,0 885 17¢0 707 1700 1083 170.0 787 170.0 1240 170.4 878 174.0 1417 170.0 944 170.0 1594 170.0 896 176.0 1775 R4.4 5033 1780 2525 179.0 7083 7740 2470 170,0 1083 IW.B 2880 170.0 1063 M O 631n 170.0 930 170.0 745 170.0 1118 170.0 680 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1873 170,0 1078 170.0 1859 770.0 1122 170.0 2231 170.0 1169 166.7 2553 170,0 1171 145.9 2653 170.0 1171 � •--_ 66 In 170.0 974 170.0 789 170.0 1189 170.0 903 1700 1384 170.0 III= 170.0 1558 1700 Me 170.0 1753 170,0 1155 170.0 IMS 170.0 1210 170.0 2338 170.0 1276 1649 2437 i70.0 12M 132.9 2437 Vol) 1288 d c 721n MO ISO 170.0 878 170.0 1276 170.0 1009 170.0 1468 110.0 1126 170,0 1700 t70.0 1228 170.0 1923 170.0 1316 170.0 2125 170.0 5387 1458 2184 170.0 1488 424.8 2184 170.0 1629 109.2 2184 170.0 1530 Z U g > 76 1. 170.0 1122 170.0 937 170.0 1348 170,0 1066 170.0 1670 170,0 1209 170.0 1794 170.0 iJ22 185.1 1966 170.4 1421 148.8 1960 170.0 1605 123.8 1880 181.8 1648 709.7 1980 164,0 1636 92.9 1966 162.7 1631 o L?tZ1 781. 170.0 1151 170.0 667 170.0 1301 170.0 1119 770.0 1811 170.0 1266 170.0 1642 7700 1369 1527 1885 170.0 1174 137.4 1881 783.1 1600 114.6 1681 747.3 1473 98.2 1881 139.8 1459 86.9 1881 137.5 1457 90 to 170.0 7328 170.0 fl44 149.1 1348 1580 1218 127.8 1398 138.4 N08 717.8 7396 121.3 1179 99.4 1398 710.2 1182 eB.5 7306 101-6 1147 74.8 1398 690 7122 83.9 1398 627 1105 669 7388 78.9 1088 2 `- J < o '3- 90 In 147.4 1228 161.6 1098 122.9 1220 127.8 1019 105.3 1228 111.2 1061 92. 1729 9a9 1044 BLD 1229 89,8 1020 73.7 1220 02A i018 SIA 1228 72.2 993 62.7 1229 65.0 077 46.1 1719 62.1 a67 Q mZ W o 100 In 103.6 97t 105.8 077 86.3 871 80,0 662 74.0 971 77.2 848 64.7 971 88.4 837 67.5 871 61.8 826 51.9 971 58.6 8116 43.1 871 48.0 788 370 Btt 44.0 782 32.; 971 44.8 771 Ill In 95.4 419 97.3 032 TOA Big OLD 819 60.1 919 70.9 806 59. 919 629 794 63.0 910 66.7 784 47.7 819 61.6 774 39.7 919 44.8 758 34J 910 40.2 742 20.6 DID 37.1 732 W 1201. 75.5 706 76.8 716 02.9 788 64.6 706 53.9 766 55.8 695 47,2 786 49A 686 41.9 766 M.4 077 37.7 708 40.5 688 31.6 788 34.9 653 27.0 786 31.0 BN 2J.6 788 28.1 631 'r#' t0 U) 1441n 43.7 546 442 504 38.4 578 37.0 498 31.2 648 31.9 491 27.3 616 26.2 485 24.3 548 26.3 479 21.8 648 22.9 474 !82 me 59.6 484 16.8 846 57.2 455 U.7 548 15.6 M8 {) N Q Q O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: d`9 Z AnehorCepaclty Table(ba) ANCHOR CAP.,,",,,,,a, e� (� Substrate 2.78CoR1de afcmc. Hallow CMU FOedCMU Prwocd Metal (D- X( )=ANCHORCAP.- 6116'Elco 114•SS Eko H16•Eko 714"SS Elco 0110 sled 922Stect 012 steel MULLION CAl.,m,- AnehorCl(p Patterns 317c Elco unrxm yr Fxavttracon UOr4conLNIA o Uslacm v4•EkoUnmcon n97 "'r Uftmcm AggraU r Screw(66)screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edga pstame 6n) r 2-vr 1" 2-1/r 3.116' 2-vr r 2•vr r 3-11W r OAA o.5r 0.024• CAPACITY REQUIRED'CORRESPONDING TO AN Embaonell n 13!41 Sa'4' 13!41 1.Y4' 2' 1-114" 1.1/4' t-ttr 1414- 1.114' 2 1a'8" carr vales ACTUAL PRESSURE REQUIREMENT FOR THE 2A.Mrs®4.751 MIn.O.C.I Slaldal"O�el Up I%IIS 390 ms 390 WS 450 lbs 8901ts 16441bs 28D Its 3541bs 740 Ins 3741os 66d lbs 94sk& 34100 442 Its 560 USS OPENING,WHEN IT IS LOWER THAN THE MULLION 4Am"4g 209"MIa O.C.t standaw(or Met)Cap gtg 3): 7401bs 7440 630100 14851b6 1421 ms560 Ra NIA wslw NIA 880 ke WA WNIA 5 ma11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED 6Archm@1.71-MIn O.C.l StalWm(wMet)COP(Ag.4Y 865lbs 0501 764Its 1946IDS WA705IDS NIA 790lbs NIA WA WA 7%% 1680 res MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AM=ld T MIm O.C./ 2r6Angle COps/(Flp.6 780INS 7 be 680121 1666 Bfs 10061bs 5w Ito NIA 766INs 74BWS 8801bs 1892 ms 5INs 1120 bs CAPACITY WHICH MAY BE USED TO QUALIFY SAMMl3@WMIn.O.C.t 2r5AigieCDpat(Rg.% 1170Ins 117010 020Ins 2340 WS 2844 Ins 648DK NIA if46lbs 152287.0 1320 Ins 2933 a6 os ism me ADDITIONAL ANCHOR OPTIONS FROM THE 3Arcrprs@i.34'MIm O.C./U-Clip,lnloA25'Alum.(FIg.7p NIA IVA NIA WA IIIA WA WA NIA WA NIA WA WA A 07x1 ANCHOR CAPACITY TABLE. 6Amno.4' SAWMIn.O.C.I1101p,Inio.123 Ann(Fig.4 NIA WA NIA WA NIA NtA WA NIA NFA NIA WA WA A 211 maPRODUCTREVISED 2Amrom Q 26W No.O.CJ FChp 099.DY 370108 3701b9 315 Bn 743166 71228 N!A 28086 NIA 3401hs NIA 440 is 100 2Its L6010a as complyingwith dw Flo" Unchom tq i.71'Mm.0.0l F{21p(Rg,lOk 443709 6251Na 370Its a73lls NIA WA 351 Its NIA welts NTA WA WA as 840 ft But �1mAmNo NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. P �CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expilm�fJJI}jipl�n��Draele� FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: E9" j iD d^ � • 41 • • i • • i TABLE NOTES: 2.000Mialn Dade Product Coe �1---�w-- • • 1}1}111111 r// 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR { t.11\1111 GENERAL INSTALLATION METHODS. tO••":""Ml�f�+��ii FIGURE 5: FIGURE 6: 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 15 ALLOWABLE. •= • • • • .250" 4.000, ',V tJo.587053)MULLION _. • • • • � DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS D MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR CT DIMENSIONS, FOLLOWINGTHE FIELD 23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. D•. FIGURE 7; FIGURE 8: FIGURE 0: FIGURE 10: •'., STATE OI' `J`^ ANGLE CLiP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT i: ,cLCRtpp,•• •• {FIGURES 5&8} (CMU)SHALL CONFORM 70 ASTM C•90.WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, �% s ........... MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.125'THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND.045"THICK(18 2"X4'X.25"MULLION • •• • IN PAIRS. GAUGE),STRUCTURAL STEEL TO BE AT LEAST.126"THICK AND A38.ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW 7" r I r+ ti U. •. • • THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. AIll.LYf�N MI 5870 P.E. FL p.E.#58705 TABLE13A Mullion Capacity Table(!bete)® • R Opening Width(torwdie0psparrin mullions)or Opening Height(for7nrimnl69,spamfng mullion) Soin 60 in 70 In BO In Be in l40N t241n 140 to 180M W�^ccacT Rectangular 7mp7dang, Recwng9Aar 7tefaTAeng. Rectang�ler TmpRAerg. Rectangular TrapriAeng. Roclangaior 7}eplTdeng. Racten99der TmplrASiIx Reclengulw Trap/Mong. Rectenguier Tre vg. Raclenguier TrepRdong. O 2 X 6 X.25 Loadn9 Lowing to;fdng toad"mm9 Loadnp toady LoadnB LMdnB Loafing .Coadng towing Loading Loading Lee LMdnB Loadnp Load-mg Laadnil y Alum.Tube r r a x z• a a r z' a a r a r t• r r a a r o :.. a • '. c a�. .., 0 ... a.. s a .. a a... .� a., a a.. a .. x`s .-. Mullion IL� 3 o tS 0 6 8 13 B tT S v 5 ci 3 II 24 ` 3 13 9 c9 Z$ r1 c3 c3 t4 5 3 a 7 t$a N 42 In 170.0 620 170.0 435 170.01 744 170.0 478 170.0 666 170.0 508 170.01 002 170,0 518 170.0 1110 170,0 521 170.0 1240 170.0 521 170.0 1488 170.01 521 170.0 1735 1170.01 521 1170.0 1983 170.0 521 Q 48 in 170-0 760 170.0 524 170.01 850 170.0 584 170.0 992 170.6630 170.0 J 1133 170-0 881 170.0 1275 170.0 877 iTO.0 1417 170.0 680 170.0 11,001 170.0 680 170.0 1983 F170.0 850 1 170.0 2287 170.0 880 W 50.626in 170-0 747 170.0 583 170.0 888 170.01 631 1170.0 2048 170.0 884 170.0 1195 170.01 723 170.0 1345 V0.01 747 170.0 1404 170.0 756 1 170.0 1703 110.0 758 170.0 2092170.0 768 170.0 2381 170.0 758 �+m 541n 170.0 707 170.0 612 170.0 950 170.0 891 1 17D.0 lite 170.0 754 170.0 1275 170.0 8D3 170.0 1434 170.0 837 570,0 1584 170.0 858 170.0 1013 170.0 681 170.0 2231 170,0 801 170.0 2550 170.0 861W O d to O 60 In 170.0 885 170.0 701 170.0 1083 570.0 707 HU.0 1240 570.0 878 170.0 11417 170.0 944 170.0 1594 1704 996 170.0 1771 170.0 1033 176.0 2125 170.0 1083 170.0 2478 170.0 1003 170.0 2833 170.0 1053 � c � 83 In 170.0 ON 170.0 745 170.0 1218 170-0 850 170.0 1302 1700 940 170.0 1488 170.0 1015 170-0 te73 170.0 1070 170.0 1650 170.0 1122 t70.0 2231 170.0 1169 170.0 260J 170.0 1171 170.17 2075 170.0 1171 -) g 601n 170.0 074 170.0 760 17D.0 1169 170,4 = t70A 1361 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1165 170.0 1048 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1268 170.0 3117 1 170.0 1268 z Z ? 721n 1 170.0 1083 170,0 878 170.0 1275 170,0 1009 270.6 1488 174.0 1178 170.0 1700 1700 1728 1700 1913 118,0 1315 176.0 2525 170.9 5367 574.0 2554 170.0 1488 1700 2976 170.0 1528 DOM 340D 170.0 1530 = 78M 1700 5122 174.0 937 1170.01 1348 174.0 5431 170.0 1574 570.0 1209 770.0 1794 1 170.0 1322 170.0 2019 170.0 1421 170-0 2243 170.0 1505 170.0 2892 170.0 1828 170.0 3140 170,01694 170.0 3589 170,0 1705 LU a.9 z 2 781n 770.0 1151 170.0 067 770.p 1361 170.0 1218 170.0 1811 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 iN4 170.0 2302 170,0 1584 170.0 2783 170.0 1700 170.0 3223 i70.tl 1777 170.0 3883 170.0 1788 4 <' s7 90 In 170.0 1328 170.0 1144 170.0 1694 170.0 1328 170.0 1858 t70.0 1498 1704 2125 170.0 1853 170.0 2301 170.0 1793 1170.0 2658 170.0 1018 170.0 3188 170.0 2125 158.0 3413 t70.0 2273 138.5 3413 170.0 M81 4 2 a Be In 1704 1417 170.0 1232 170.0 5700 170.01434 170.0 1983 170.0 1622 170.0 2287 170.0 1764 170.0 2550 170.0 1952 170.0 2633 170.0 2005 760.0 3199 170.0 2338 137,1 3189 IBBA 2470 120.0 3189 166.1 2428 H •• W p 4n to g o 1081n 170.0 1584 170.0 1409 170-0 1013 170.0 1847 170,0 2231 170.0 1870 170.0 2550 170.0 2076 184.8 2781 170.0 2271 148.3 2781 161.9 2333 12x.8 2781 140.4 2281 505,9 2781 125.0 2234 82.7 2781 118.0 2190 N a 1111 in 1700 1838 170.4 5454 174.0 INS 170.01700 170.0 7293 170.0 1932 1700 28211 170.0 2149 151.8 2632 182.3 2245 138.6 2832 148.4 2216 113.8 2632 128.4 2166 97.6 2832 StS.t liz. 85.4 2832 IOU 2096 LU X Y Y 1201n 110.0 1771 170.0 1586 170.0 2125 170,0 1859 154,4 2252 159.8 1092 135.1 2252 141.4 1884 120.1 2252 121.2 1838 108.1 71.52 116.1 1915 ODA 2252 89.8 1872 77.2 2252 884 07.8 2252 86-41-1-9681 X ? A4 In 125.1 1584 128.6 1445 104.3 7584 108,1 1425 69.4 1581 81.5 1407 782 1584 80.7 1390 89.5 1584 72,3 137a 82.6 1584 85,7 1358 52.1 1564 58.0 -133-0-1-4-4t-[1584 ie.2 39.1 1564 44.1 1283 tV Q 0 z TAHLE138 ANCHOR CAPACITY ADJUSTMENT FORMULA: m.o so Anchor Cavacltv Tablefibs) - it 9[w SuWtmte: 27k Cgwreta 3.5k cone. Hw-cmu rmed CMU PT wood Mewt (DP,,,,)X{ANCHOR CAP.,,„,,,,,,, -ANCHOR CAP... h �rc'-3 5118•Men id•Be Eko 5118'Elco iM•6S Eko 010 Steel 012 8wel 012 Sled MULLION CAP.,,,,,,,,, Anchor Clip Patterns AnetwrTypa: 37i6'Eleo Macon 1/4'FJc.Uroeam UlUacon 3116.111..Ulbeem 114•Eloo Ultum Ago.Galnr U11mcm AOW.Galw Be"IG5)Sarew(05) Sucw(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Ed90 Dfat.we 04 1• 242' t• z-trr 3•ve• P 2dlr 1- 2a2- r 3.116• r 0.48' 0.64• 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN EmbMmerdIln7: 1-3x4• 1.3x4• 1-3t4- 1.3x4' r 1-114' 1-14" VIM 1.1/4• wir 1-174• r !are- tam• wz ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchws@433 MIn.O.C.I Stmxterd m(Met ap(Fig.152): 39D Ibs 390 ns 45094 8901be 16440re 2701W 280 lbs 35411. 740 Ms 37411. 664[be 946 Al 34t los 442 The 5601ba OPENING,WHEN IT IS LOWER THANTHE MULLION 4 Ambers @ 4.88'Min.O.C.I31mv*d(orO4sell COp(Ff6 3): 78D ma 780 R. 90D IM 1780 iM 3232Ibs 540 At NO IM 708 An 1480M 748 M. 1272 lb. 1ee21b. 6621M 666 me 1120 @s CAPACITY(FROM THE TABLE)OF THE SELECTED BAnchom @ 1.71•Min.O.C./9wndud(orOWel)Csp(Fig.4} 11601M 140011. 101011. 259511. WA WA BMW WA 1065 ft WA WA WA 1361 A. 177DIM 2240 ib. MULLION.iT WILL YIELD A MINIMUM ANCHOR 4AtWhm 01.Mtn.O.C.1(2)2.5Ahgle alps l(FN•5): 76o los 76011. 680@. 15601M 1898 w. 54D IW 58011. WA 7001M 740 The 8801ba Im It's 582 Ws US Has 11201M CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anehus4 TN.O,C./(2)'295 Anglo aps/(Flo.O): 1580IW 156011. 138011. M20IM 3702 m. 108011. lf2001. WA 020 lbs 1498 A. 17608<s 3MIbs 1363 M, 1770 m. 2240 Tba ADDITIONAL ANCHOR OPTIONS FROM THE 12AMhom@18•M1a O.C.I(2)2,5Argio Clipa!¢I9.71: 16601bs 250011. 144o 10. 3780IM WA WA 1320 LLU WA 150011. WA WA WA 204511. 2854 We 330411. ANCHOR CAPACITY TABLE, PREDUCT REVISED 4 Anchom 0 5.34'Min.O.C./U alp,Int..125•Atum.(Fla.8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 143011. os c DUC r8 with 111e F7tXtd• 8 Andbom@0.84•MIR O.C./Il{21p,In1o.12F Alom.(Fig.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 284111. I-•-2,000'-x( Building Code 2Anch.m@ 4.681 Meg.O.ClF-ap(Fig.10). 39011. 390Ne 450 ms 1890 LM 181811. 270 ihs 28011. 3550.. 7468.. 1 374 Its 638 In. 948iM 341>m 442 1b. 5801bs AcecrA ee No 1(o-407-1 ,•ps 4 Anehom 0 1.71'Mk9.O.C1 Falp(Fig.I Ir 5901bs 7001M 6051M 1 1298 lba I WA I WA 47011. I WA 533 Un I WA WA WA 682 roa B85IW 1120 Ns .250' BV. d,,, ate /lpZ,l NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: B FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: MProduc.• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON1;1 t 1117// • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, Ali;�. A;(1 j Ilr�i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. :��,•''�1C7eNSS '•.�'P a • • •. • 6-000• q:" • • • • • •. • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS _;'1i:� r18705 ! 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. O t•/7e• 16 .:IR, ANGLE DEDUN -UPAIRS. CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ')� 5 All-.OP ;FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED Q MUST BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 8003.75 AND BEA MINIMUM OF.125° y \� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO USED IN BE ATLEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST3 SCREW 7"2xs•x.N A.Li�tSN'f.#687,P.E. THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#5$705 TABLE 14A h y Mullion CapacU Table IbvW ®q Opening Width(/or vartically-sparring mtillons)or Opening Haight(for hodzomoV-sparwirg mUllons) �X� 601n 601n 70 In Be In 90 in i001n 120 In 1401n ibO In Radanputar Trap rda�p. Reetanpr9aT 7ca{{[Y�arg, Ractar�$uiaz 7mprfdar0. Rectanpuar Tmpfrdarp. Rmta dor Trep7da�p. Rectargutar 7rspTnarg Reotan6War Trap(Man`.J29A362 ar TtgpTrtolp. Reatocgutar TnpTnang. 4 S. 1.28"x 2,11" Loadirq Loading Loading LoWing LoadaG Loading LoWng Loading Loading Laws L,adlrg Loadirg taadlrg Loading Loading LnadNg Loadirg x.125"Alurn Tube Mull *!3 � � � �' iS�' �� 0�• �" �• 8 �•Is b Is 31 11 z L 42 In 144.2 528 167.0 428 120.2 520 140.$ 410 103.0 526 138.9 474 00.1 626 134.6 411 60.1 626 134.1 411 721 626 134.1 411 60.1 526 134.1 4116 134,1 411 45.1 $26 134.1 411 O4a in 96.6 403 10&0 333 80.6 403 94.7 325 69.0 403 89.4 320 60.4 403 81.4 311 53.7 403 70,1 316 4&3 403 lag 314 40.3 411 78.6 3133 76.6 3U 30.2 4IX1 78.8 31-0 --I 60.8251. 823 362 91.0 301 6&6 302 79.3 294 5&8 362 71-9 289 61.6 362 87.2 286 45.7 362 84.6 284 41,2 362 63.8 283 34.3 362 63.5 283 63.5 263 25.7 3B2 63.6 293 641. 07.8 318 74,1 267 56.6 318 84.2 281 49.5 316 67.7 256 4Z4 316 63.5 253 37.7 310 50.8 250 33.8 31B 49.5 249 2&3 $18 49.1 *246 24.2 318 49.1 24B 21.2 Me 49.1 246 W O 0 60In 49.6 258 63.1 219 41.2 266 45.1 214 35,3 258 48.7 210 30.9 258 37.2 fill 2T.6 268 34.0 204 24.7 258 33.4 20.1 20.5 258 32.2 201 17.7 258 322 201 1&5 259 32,2 201 = fn (f) s 83h 4Z7 239 45.8 200 35.6 231 39.1 185 30.6 219 34.7 792 29,7 234 37.8 184 237 234 29.4 188 21,4 234 2fl0 104 17.8 234 26.8 183 1S.3 234 20.5 183 13.4 234 20,5 183 LUIi 68 In 37.2 213 39.4 163 31.0 213 33.7 179 20.5 213 29.8 178 23.2 213 27.0 173 266 213 25.1 170 tab 213 237 169 15.6 213 27.2 197 13,3 213 22.0 168 11.8 213 22A 168 Z n 721n tae 179 30.1 166 23.9 179 2&8 162 20.4 179 22-5 149 17.9 179 20.3 147 15.9 179 18J 145 J$ g 761. 24.3 161 25.4 140 213 181 21.6 137 17.4 187 79.0 135 1&2 181 17.0 133 E$ 71 In 226 162 23.6 133 18.6 162 18,9 131 1&1 152 17.b 128 ,Q ,� TABLE14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z Q N Q AnchorCepSci Table phi) Q X Z m o ANCHOR CAP.,,„,,,,,,` I-- ..d bo SUstmie 2.Ae C{kKiete 9.;Irtbla. t{08011GMU FBkO CMU PT Woad Mdat (DP"„)X( t=ANCHOR CAP..,,, CII 5/i6'Ek0 114'SSEkp 6x16-Ek0 114-SSEko N7061ed *t2 teal 812 Steel MULLtONCAP.,,,,,,,,, O r B o Arceor Type 3•i6'Eko Ullmalrl 1rY Elto l0lfaoan 3/16'EkOUNacOn 1/4'Eko UIUSaafl . U7UMM AggeGalw fsc w(G6)& (55) SCW(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ui CIJI X �` Y AnchorCttp PBttems Uarxm EdgeOlsterceMY r 2-vr r 24M 3-110' V 2-112• t' ztrz• x a-ve• r 0.aa• 0.54• 0,3W CAPACITY REQUIRED"CORRESPONDING TO AN EmnomlrrdMl taro• terra• ears lora r 1-ua• 1-v4• t-ver• 7.114- 4 4• 1-ver• t-114• r Tara• iar6• colas ACTUAL PRESSURE REQUIREMEM'FOR THE 4AM4rs®3'AUm O.C.I M 2i5Argk C0p5/ffl¢1) 780IDs leo ros Geo116 1560 fns t5B6 ws Sao lrs 65o ros wq 780 ms Toau4 I7601os 1an29s 662 ms 8B5Im 1430Irc OPENING,WHEN IT IS LOWER THAN THE MULLION QQ O O CAPACITY(FROM THE TABLE)OF THE SELECTED D- Z .10 to MULLION.IT WILL YIELD A MINIMUM ANCHOR d CAPACITY WHICH MAY BE USED TO QUALIFY o"-T ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. PRN.,IOUCT RRVISSD as complying with the Flo" 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. Building Godo FIGURE 1: Acocpt 11 T' tc-czt&..3 x a 3)MULLION AND MULLION CLIPS SHOWN ARE N07 TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Epimtian Dat �2� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dada lmdecC. ANGLE CLIP MUST BE USED IN PAIRS. 125" (I S t)i i r) 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 7 `\�','Oiti(LYi N ry11L f 1i�� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" I +;` ��;•�t(;ENS '•.F'P moi, THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26•X 2.11'X.125'MULLION LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _T!;r N�,56705 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. _ wk3 ,;) 8'I1qIE OF �(,1; A.L WIM111 E� P.E. FL P.E.#58706 L TABLE15A 13 13 - Mullion Capacity Table ibste ® ` g Oponing Width(for verlica*sparritgmltliorls)or Opening Haight(for horizotdalysparlring mWions) g±^� 50 in aro In 70 In 80 h 901. 1001n 120 in 1401n 16014 ' O Raetmg4ar TreprMano. Rea or TrepnHang. RKI.Wer In.0daug. Rect6ngutar Tmp/Mang. Rectanealar Traptrdang. Rect egaw, Tmyideng. Reetangde Tr.$Meng. Ractengdar Tmpr7da.g. Reatmoul" legenid. 3.25"30 Le6d6ig Loadn9 lAedng Loading Loaning Loafing Leading' LoadnO Loading LOedng Loafing Lwdng Loading toadn9 Lancing Loafing Loadng tnadng • oYe`2 DEG.AL BAYMULL a� cv §� h 5� g• Ix� 5 S�' 6�' Is 6� X¢ tt yt t2 y '}p} z '� 3 XX xp g g rg� g ria Za' i: 3E. d art g �� d`� s d� � d`d f �� •3 � 3 � � �� 2 $� � �� t d�a� �. E E rc � '� LD W 42 In 174.4 620 176.0 435 170.0 744 110.0 478 570.0 868 170,0 508 170.0 982 170.0 519 170.0 Ill$ 170.0 at 170.0 1240 170.0 521 1170.01 1488 170.0 521 170.0 1735 170.0 621 140.1 1740 170.0 521 48 In 170.0 700 570.0 524 170.0 050 170.0 684 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 M 162.2 1622 170.0 880 130.6 1522 170.0 No 114.2 1522 170.0 860 - _ 50.82614 170.0 747 170.0 583 170.0 can 170.0 fist 170.0 1046 170.0 6841 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 t443 170.0 760 136.8 1443 1170.0 768 117.3 1443 170.0 756 1028 1443 570.0 768 W O a U) 6414 570.0 797 570.0 652 170.0 958 1704 get t7a.0 1718 170.0 764 170.0 1276 170.0 803 INA 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170A 661 103.1 1353 170.0 581 902 1353 170.0 a81 m f7 F- 601. M 601. 170.0 665 170.0 701 170,0 1003 170.0 797 101.0 1218 170.0 B78 146.1 We 170.0 944 128.9 1218 159.6 ane 116.9 1218 162.1 824 87.4 1218 146.1 913 63,7 1218 148.1 013 Ts.t 1218 148.1 913 }- 611n 170.0 930 Wag 745 Von 11tH 116.0 050 1602 1160 168.8 033 131A 1160 16&0 1114 118.8 1160 141.9 803 105,1 1150 1342 886 87.0 1150 12&7 e7t 76.1 ilea 128.2 670 65.7 1160 1262 070 6814 170.0 974 Me 789 152.4 1048 165.8 881 130.0 1048 146.8 664 114.3 1048 133.1 850 101.6 1018 123.4 839 01.4 1048 116.8 830 76.2 1048 108.1 821 65.3 1048 108.2 Me 67.1 1048 1062 810 Z 7214 140.6 BBO 117.9 784 117.4 861 126.0 740 100.8 660 110.8 134 BB.O BBO 100.0 722 782 BBO 82.0 712 70.4 680 get 703 58.7 880 782 683 60.3 080 70.6 888 44.0 880 76.4 606 7614 119.7 700 125,1 690 09,6 700 106.4 616 85.15 790 03.3 663 74-8 790 83.9 652 665 790 76.6 643 69.9 789 71.7 635 49.9 790 85.1 824 42.8 796 82.1 819 37.4 790 61.6 057 ¢ a u Z e� "«^ 781. 114.8 750 115.5 867 02.3 760 90.1 844 78.4 750 85.9 832 682 750 77.1 621 81.6 760 70.8 612 65.4 760 05.7 805 18.2 750 59.4 594 39.8 750 60.2 688 31.6 760 65.6 686 Z Q Q OT .O 901. 72.1 663 74A 600 60.1 603 62.9 401 61.6 683 64.3 483 45.1 583 48.9 475 40.1 683 44.4 488 38.1 663 40.9 482 30.0 683 36.2 452 26.0 603 33,3 445 22.5 563 31.8 442 z M z N 96 N 69A 495 81.1 443 49.5 495 51.6 435 424 495 44.8 427 37.1 495 39.0 42t 33.0 405 38.1 415 29.7 495 332 409 24.8 495 29.1 400 21.2 495 28.8 394 118.6 495 26.0 390 t j , O lOB In 41.7 391 l2.H 353 34.8 391 35.9 348 201 301 31.1 342 26.1 381 27.0 337 232 391 24.9 333 20.9 391 2211 328 17A 301 19.7 321 14.9 391 17.8 315 W � _7611n 384 370 382 335 32.0 310 33.0 330 27.5 370 28.6 325 24.0 370 26.3 320 21.4 570 22�8316 19.2 370 269 ]12 160 370 18.1 305 DS p --t20 1n 364 317 38.9 209 23.3 3iT 26.0 284 21.7 317 22.5 280 19.6 3iT 114.0 276 58.0 SS7 i7 `rr,' -i44 1. 17.8 22V 17.8 243 Q.M 2 a LL C0 TABLE15B ANCHOR CAPACITY ADJUSTMENT FORMULA: �8g m�0w Anchor Capacity Table ba ANCHOR CAP.,,,,,,- Q 8u.lmia 2.7k Cororela 34k Iona. Hallow CMU Filled CMU P7 Mad M etal (DP)X( }=ANCHOR CAP."„ S'ts•Eka va•asEke 51161 Flee va-ssEke xtasieet 1112 S1.61 MULLIINCAP.r,,,,,- Anchor Clip Patterns Anctror'7ypa: 31tG 6ieo Ui9oaon 114-Eke Uttmcon Ulaecon S'16'Eka Ut4aoon 114'Eke lloacon AOgmOatar Uan1e04 Aggm0alm 8cmw(05)84"(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge galarxe ihk r x-sn• r z-1rr 3.11-4 i• 2.1rx i• 2-Im r 3.118• 2• 0.46• 6.64• CAPACITY REQUIRED'CORRESPONDING TOM Embedment Mk taro• iar4' taro• t-374^ r 5.1/4• 14/4• 1-114• 1-tlr W/4• 1.14• r 11-79" tare• ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom 05^Min.13.6 i(2)2t5Anow Mps 1(Fla.Ir 390 gra 3-Oms 45011- 8901ba 17001. 210!66 26016- 15416- 110)oa 3711. 720lba 0/8lb. 3411. 1421. OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Arohoro 3.5'Min.O.C./(2)915 Ample Alps I(FIO.2I: 180 8s 7&I lbs 7901. 18701. 2525166 6416IWWA 1120!. 748 i. 880 ib- 1891 i. 6821. 985 ibe CAPACITY(FROM THE TASLE)OF THE SELECTED B Aneboma 2.71.50n.G.C.1(2)2x5 Angle Cie.I(Fig.3k 11201. 112016- 9581. 22481. 2251819 WA 8101W WA10591. WA 1320 ib- WA 10221bs 132716- MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 11RGDUCr REVISED FIGURE 1: as cemply(na with the Fib" TABLE NOTES: Building Code AecBptane0NO m-Os=aa • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. P piration Data ID 13 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE, Mi Dade Product 1141111/// 3)MELTON AND MULLION CLIPS SHOWN ARE NOTIM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125° p (4 1 Af( 1/1 fi HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �� t)�l•,•.,.4.44 l � • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30° w�.�'�`;•'USCF I45r •••�' r% 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' -•;; No !08705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED _ 7 • • • • YELLOW SOUTHERN PINE WITH AN 5G OF 0.55.ALUMINUM SHALL BE 6063 BEA MINIMUM OF-125" p THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND-045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT �'1} J-,r4'3 !J/` LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 36'BAY j)' 4S 1.07E OF 1(i MULUON •c„" • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. '{� '•.,Fi.OI2td?:•'4�0� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. «(()NA\- •�� A.L 14 MITA! R,P.E. FL P.E.#68705 TABLE 16A e - Mullion Ca Do Tablo Ibste R F OpeningWidth(fbirvarlical-BpardgmtAiom)orOponlnBHeight(forhart2wdally-6patrirgmiltons) ce 5� 50 in 60 in 701n BON BO In 1DOIn 120 In 141)In 1601n o Ractengutar TrapMeng. RodanBuler Trap+1•Xieng. Raetmgufar R prRIM. RadanOtiar TWMan. Reclang l TmprTdsm- Ree'amwer Tmprldane. Ree'alW Tranfrima. ReetmW i Trap?deng. Rectangular Tmp77dmg. 3.26"46 Leading Lowing Loading Loading Loath g Lowing Loading Loading Loading Luadng LOadng Loading Lowing Lowing Loading Lmin9 Loadng Loading QY u DEG.AL A x i` L _ 2• z• _ 2> x _ )3AYMULL w� ' �111y� d�tt p�1 £ appyy $p a�n �@7 . LD gg g C E. E. •� 8 L E Pr C. a.0 8 E F?. E' S N c'S e Is e g•Q a e �� i� 13 @ i L4 � is p i$ c� i5 if CS xo � 1 a $ s a4 � a x n a $ f� �3 �G s� 41L s rc � g sG Q CD 42 In 170.0 820 178.0 435 170.0 744 170A 478 170,0 We 1 178.0 508 170.4 992 170-0 518 170.0 MCI 170.0 521 1709 1240 170,0 $21 170.0 1488 170.0 521 170.0 1735 17D.0 521 180.3 1871 170.0 62t 0 W 481n 170.0 706 '70.0 524 170.0 659 170.0 584 1700 992 170.0 630 170.0 1133 170.0 681 170,0 1275 170.0 877 170.0 1417 170.0 080 163.7 1637 170.0 660 140.3 18,17 17,0 Beg 122,8 War 170.0 Sag 60.8251n 170.0 747 170.0 653 170.0 598 170.0 831 170.0 '048 170.0 084 170.0 1195 170.0 723 1709 1345 170.0 747 170,0 1494 170,0 755 147,1 1552 170.0 758 1201 1552 170.0 758 110.4 1852 170,0 758 o 54 In 1709 787 170.0 812 1709 gib 170.0 figs 170,0 1116 170.0 754 170.0 1275 170.0 8,1 11&0 1434 170.0 637 155.2 1455 170.0 856 129,3 1455 170.0 681 110.8 1455 170.0 Set 97.0 1455 170.0 861 to O O c') 80n 770.0 865 170.0 701 170.0 1083 170.0 707 170.0 1240 170,0 876 157.1 1309 170.0 BH 438.7 1308 170.0 BOB 125,7 Me 103,5 004 104.8 1309 157.1 982 89.8 1309 167,1 982 706' 1308 167.1 982 631n 170,0 030 170,0 745 170.0 1110 170,0 SW 182,0 1247 170.0 940 142.5 1247 184.6 083 126.7 1247 152.8 905 114.6 1247 144,3 952 95,0 1247 138.2 938 81.4 1247 135.7 835 71.3 1247 135.7 935 88110 174.0 gT4 179.4 788 170.4 1188 170.0 903 148,4 ri9tl 183.7 985 129.9 1194 147.9 045 116.4 1194 738.5 028 743.9 7100 128.1 814 88.8 4789 118.6 096 74.2 1180 118.1 e93 84,8 1180 118.1 893 2 rq$ mm c 7210 181.6 1010 169.8 677 134.7 1010 144.0 859 115,4 IND 127.2 842 101.0 1010 114.7 828 60.8 1010 105.8 817 WE 1010 98.0 Bar 07.3 1010 90.8 765 57.7 1010 87.6 790 50,5 1010 07.7 780 ' 761n 137.4 908 543.0 702 114.5 EDB 122.0 715 98.1 1132A 751 85.0 008 98.2 749 703 908 882 738 68.7 908 82.3 720 67.3 908 74.7 718 40t SOO 71.2 710 429 008 70.8 703 3 q 1z 78 to 127.1 881 132.5 754 f05.9 881 1125 738 94.8 725 7814 861 68b 71J 70.8 884 81.0 703 63.0 881 76.4 694 53.4 081 68.1 881 45,4 881 84b 876 39.7 861 83.7 872 (-. Q Q N Q 90110 82.7 018 85.4 $74 88.9 818 72.1 561 58.1 554 51.7 818 68.1 615 40.0 046 50.8 537 4114 848 47.0 530 34.5 845 41.5 518 28.5 s4s 30.2 511 2&B 848 38,5 507 ZQ W Z 8810 88.2 Wa 70.1 508 58.8 588 59.1 490 48.7 491 42.0 568 44S 483 37.9 588 MA 478 34.1 588 38.1 470 211A We 3314 458 24.3 568 30.5 452 21.3 508 20.7 447 � W� Si 00 14- 11 47.0 449 45.9 405 39.8 440 41.2 389 34.2 393 29.9 449 31.7 387 205 448 289 J82 239 448 28.7 377 20.0 1449 22.7 388 17.1 429 20.4 381 15.0 MB 16.8 358 CD o 111 n 44.1 425 45.0 ME 30.B 425 37.0 379 31,6 373 27.0 425 28.1 387 24.5 125 28.2 302 221 426 24.0 358 i8A 425 20.7 350 15.8 425 18,8 343 Of W512010 349 3% 35.6 335 29.1 381 28.6 320 24.9 321 21.8 36d 228 317 18,4 381 20,5 313 17.5 384 58.7 308 U Vim' Q O O f44 In 20.2 253 20.4 233 18.8 257 t7,f 230 ZS TABLE 168 Andhor0a a6) Table Lbs ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,-,,.,,t __ SubAmle: 2.7k mm.le 3.5k Coro. Hou"CMU FiIMCMU PTW00d Metal (DP,)X l ANCHOR CAP,,,, 5+1W Eke 174'SS lco 51IWEIw 114`SSEIco 410Sfeet 912 steel 9128ted MULLION CAP.,,,, Anchor Clip Panama .,,,/ Anctmr Type'. JI15'EkolnWoon tri•Elca Ulbacan Uleacon 3718•Eko Uitmcon• tri'Etco UNecan AggreGeElar Ullmcon Apq,&GsIw a0rdw(GS)So"(GS) Su ew(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Distance(k* S` 2 t2• t' 2-trt 3•118• P I 24rz' 7• 2•ir2' r alta• 2' 0.45• O.E- 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EmOMmant(nk 1.314' til+' 1-314• 1.314' 7 1.11'r 1.114' 1-114' 1.14• 1-lI4' 1-11a• 2• 1,V8' 1.3+8' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anatm6VMin.O.O.1(2)2x5Angk Ceps t(Fq.ix 390 tm 390 ms 450 ibs 800'W 1700 Ohs 2701bs 280lbs 351 Ms 740 tea 374 Ifs 7201bs 048 Ne 3411bs 4421b0 580IDs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ambos®35'6910.O.C.1(2)2X5 Argle CLps 1(Fq.2): 7Bo lbs 7a01bs 790Ibs WoLbs 2525 1b, 510 fie 5601ta wa 1120 ibs 748142 eeD Lbs 1682 tas sez row 685Ibs 1120 ns CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anthora#2.71'W.MQ1(2)2x5,010910 CHps!(Fq.3k 5520 fes SS20im ase ibs nae ft 2254 roe WA 840Iba WA 1058 tba WA 1320W I WA lon the 1327 Ws 1690 Lbs 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: TABLE NOTES' m complying with aw Flo" Building Code tfo•oZ•IS.d3 Aceaptanco No • • 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex irallon T3ale 2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. MEun product FiGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \`,11 y ...... ... r7r/i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125"Q17 •,� 0<�.•••"'•••..� r • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, yt*;''L><GGNSr •x'77 r 2': 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED Nil fi8'.05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEO ' • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF,125' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT •:-ki `'� $ L6 it.7: LEAST A25"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ='A ' J4r STP1C OF • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. %.(}•'•, ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �'rt�th7v[••l•• \4�� A.LYNNIiy1lLER;b.E. FL P.E.#58705 1"1.0001--I � 1.o6a' �-- •--� 1.oao• f"- f--1.2ss'--i �� .125" 4 ° 25' L f. ' 2.750* 2.7 .125' 3.125 25" 3188" .125' .125 2.000" 2000" .125' 2.116` y NN 126" 8375" a�. OL 6 ;0" 125" rcx m -( f 9aa" T a W 1'X2"X.125"MULLION 1`X2"X.375'MULLION !'X2.76'X.375'MULUON 1'X 2.76'X.850*MULLION 1"X3.126"X.5"MULLION 1.25"X3.188"X.205"MULLION 1.26'X2.11"X.125"MULLION Y 6063-TS ALUM. 8083-T6 ALUM. 6063-T6 ALUM. 6003-T6 ALUM. 6063-T6 ALUM. 8063•T6 ALUM. 60046ALUM. Of� � XSECTION XSECTION X-SECTION XSECTION X-SECTION X-SECTION X-SECTION LU N o O f»-•.125' �•»-.126" -{I--.125' O 1° co -j TABLE A a � � I STANDARD CLIP 1 2X5 ANGLE CLIP - � � ((I 6063-T6 ALUM. 6063.76 ALUM. Ms 154i For Mullion: 2.000" 1 2.126" X-SECTION 2,000+ XSECTION Z U CLIP I I 6083-TB ALUM. .125' X-SECTION .126" 1*XZ*X.125° Qgr Aluminum Tube Mullion z 125"� N 8o uo .740"� z 8 _ 1'X2"X.375" Lu O Aluminum .375" 3.125'-'-"-"( CREATE F-CUP•SEE MIN.1 _ 5.000"-��---� C 0.835 Tube Mullion O Q y: IN. r-DETAI .375'.375'MIN. F"- D 0.400 q O O .338*MIN. A 1.876 $ O r--------i r--------i ------------------- - €0 go 1 t I - ------- 1 A A t U-CLIP A i ___ _ j B 3.000 l'X2.75"X tv_ ..____J ---_--__..t 6063-T6 ALUM. -------"'-----`•----' 2X5ANGLECLIP C 0.767 .375 Aluminum 7OPMEW 8083-TB ALUM. Tube Mullion D 1-1t8 `'- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPViEW E .450 Min. W83-TS ALUM. DASHED BOUNDARY.SEE SHEETS 5•t7 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.G.DISTANCE,MAXIMUM ANCHOR A 1.312 P X 2.75"X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1116". B 3.000 650' SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER+11161. SHEETS 547 FOR THE ANCHOR D.C. TABLE B D 0.836 Tube Mullion DISTANCE.MAXIMUM PGT Part## A 2.000 .PR(JL.'tUCT REVISED ANCHOR HOLE Mull Dimension SheetN 1"X3.125'X 6.500'------�{ .MIN. ( ) B 2.837 B corn I' DIAMETER:ANCHOR MBI!!on Std.011p ONset Cllp L1.CIIp Angle Clip .500"Alum PymB with tbo FMw* .375' M" DIAMETER+1116', C 0.863 Building Coda MIN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M lube Mutt AcceptaziwNo 1td'0Zt$+03 D 1.137 pireti Date /)021 r-_-- ..__-___I__-____---_-� 1"X2"X.3751(6) 686005 666114M 6661119M 666244M 666512M A 2.625 BY I i 1"X 2.75"X.375"(71 66607 666115M SWI120M W245M MIMI M B 3.262 1.25"X3.188! Mian Dodo Product I 1 X.265°Alum t 1"X2.75"X.65d'(8) 66808 668116M 6661121M 666246M 6BW14M C 0 Tube Mull \\ 7 i --I---r -D i B 1"X3.125"X.600"(9) 66637M 6881118M 6861114M 688242M 866515M D 1.762 ,��`�`\�(\-ZKN h+1(l�l J i I i 1.25'X3.188"X.285"(12) 66641M 6681117M 6661113M 666241M 666516M 1.26"X2.11"X2�•'t}G>I•Isg''•.4'Y ------- _--_--� A 1.813 .121"Alum 11 1.28"X 2,11"X.125"(18) 69370 NIA NIA NIA8665i7M lube Mull Sal OS Y I C ` OFFSET CLIP NOTES: BOB3-TBALUM. .125" t 11 74PVIEW %"0 1, •GhJ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET- )� A 1:0' .740'-I 4--i �:�/:•'•../-I.OR\bP.•'�C��"• ^6 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS.B ANCHOR O.C,DISTANCE. '••••••' �S�; 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.�I:`YNN�Iy i. 13 E. FL P.E.#68705 .740" .063' .386, .125" '06 0 4.00 .125- d 4.000' TANDARD CLIP : 9 4.000' 2.62S' 2.000" 6063-TO ALUM. 2.125' S.TOANO-D CL L125'4 O_T ALUM .125' X_ECT U-CUP 2.000' X-SECTION 2X5 ANGLE CUP I 6063-T6ALUM. 6063-T6 ALUM A26' .125' r126' X-SECTION X-SECTION .126' n U) 1A g, .031' cq 0 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE § .375. DASHED BOUNDARY.SEE SHEETS 5-20 FORTHE -.1 LU ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR n I x -T -T HOLE DIAMETER:ANCHOR DIAMETER-1116'. 03 4'X.125' 1'X4"X.376" X IV X.376" 5.600* 0 MULLION MULLION fn z Q 6063-T6 ALUM, 6063:rS ALUM. 6063-TO ALUM, 3.125' CU`rHERETO M X-SECTtON X-SECTION .375" CREATE F-CUP,SEE 0 to X-SECTION MIN.- DETAIL F,SHEEr 4 MIN. U) Z d .376' w z ---------\--- -------- 375' 1.250" T CENTER OF r ANCHOR HOLE MIN LIJ MUSTILIEWITHIN ]z THE DASHED BOUNDARY.SEE I-- SHEETS S-2MO FOR Z 2.875' J- T -------- z 1211 HE ANCHOR D.C.. 11,211M 3.94* F DISTANCE. (0 MAXIMUM z L 3.250' 250 ANCHOR HOLE w 0- DIAMETER: -j ADD, ANCHOR U) fri ---------------------- DIAMETER 0 0 6063-T6ALUM. 6063-TBALUM. TOPVIEW --H .820' 1-- --1 .820' 1 2X5 ANGLE CLI "how- .100 .624' .624" STANDARD CLIP U-CUP 6063-T6 ALUM.p i�o C11 CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW 12 .820" WITHIN THE DASHED BOUNDARY.SEE 1.2VX3.25'X.10T 1.25'X 3.25'X.624' 1.25'X 3.94*X.624' SHEETS 6-20 FOR THE ANCHOR OC. TABLE C TABLE C,CONT. MULLION MULL1014 MULLION DISTANCE.MAXIMUM ANCHOR HOLE 600-5-TS ALUM 6005�175ALUM' 6005-TSALUM, DIAMETER:ANCHOR DIAMETER 1116"� DimanalonlValue(In)j Par Mullion: !DjImenslon Value(in) For Mullion: X-SECTION X-SECTION X-SECTION F a 7 I'X4X F 1.93a 1.26'X&25- 0 J.DDO .12T G 0.500 X.624' -3.469' H Z680 Aluminum H 1.4-30 Aluminum 1-1661' .375 1 3.000 Tube Mullion 1 3.250 7Ube Mullion 376' F &187 11X'vx F t2li'X19V ,1- 7125' '26 MIN, G 0.757 .376' .. G X.824" --- --- ------- --T H Z430 Aluminum H Aluminum REVISI-0 I 3.ODO Tube&"r 1 31 Z5111 Tu Mu!llon ...'OUCT complying with die Florida U50 t25'X3.25' Z.1-3 r F 7 ,'..I "e B.ilditig Co .125" 126" FF 1461 Bay Mull I A�cvplw,w ,a cOvis 1.877' 'ETERMCHOR DM .12.7 45' 2.2501 �-H Aluminum pind" DDmt 1 321 Ua Mullion 30' ZU.Ni 3.26Z y ON ado Pre I IiiimDmile Pre(kict 5 DAY MULLION i i 3.2 0*45 3.2 TABLE D �ct. 301 SAY MULLION 8083-TO ALUM I -L j M. TIL Mull Dimension PGT Part# ,,\\ (vYNN wt/ 6063-TO ALUM. I X-SECTION -T- (,ihoetn) -ma1l1a`n7 Std.Clip Offmtclip U-Clip Angle011pi "� & X-SECTION .......... . 6M 6W11IM U61122M SW241M W6518M \'rFNSt OFFSETCUP I-X4-X.125-(110) .125'- 6063-TOALUM. 1'X4'X.375-(11) 60610 666112M MIMM 66M2M 666519M .226 vB705 .228J�-.981-1 TOPVIEW I'X4"X.375--r(11) 6603 666112M 6M1123M 6W242M GM519M NOTES., .740'- 1.25-X3.25-X.1100'(113) 20160 6661127M 6WI124M 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. i.25X3.25"X.624'(14) 20161 6561128M W61125M 2.211NMiNM 1-24T.X �94*X-62405) 20162 W61117M (IN1126M SM41M M5j7M 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. Degree(19) 10 A 11� I 6685tiom 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 1 6MG I NIA I NIA NfA 6=111M FL P.E. 58705 TABLE E o n" Mull Dimension PGT Part# xglw ' (sheet#) Mullion Std.Clip U-Cilp I Angle Clip ( {�-•125° '�1`•125 --{N-.125' Ign � e 2"X4°X,25"(16) 66602 666261M 666271M 6565112M 2"X6"X.25"(17) 66604866262M 666272M 6665113M STANDARD CLIP IU-0LIP 2X5 ANGLE CLIP 6063-TB ALUM 646346 ALUM. 6063-T6 ALUM. o 2.000" ( XSECTION 2.725 ` X-SECTION 2,000' XSECTtON NOTES: N LD 1 .125" 1 •126" .125' .4 m i)HOLES TO BE DRILLED IN THE FIELD FOLLOWING NW DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE �---1.490'-•.� I O W HOLE LOCATIONS, 1.490' 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. "1 2 5 .500' CUTHERETO 5.000" � U C3 c' 0 2.000' ��..�I' SEE DETAILTE F. 375, MIN. 00 Z M OF .376' '� �_SEE DETAIL F. � .375" MSN. r SHEET4 MIN. F� 0 'o -�+ Z r-------- ----- -------� - -- ----- I _ 8 a.� z as z 4.000° I I 4 J r -t-- -- --1- 3.438' tee- + 3.436" '�--------y H U Q rn o .250" 2MULLOM• I I I 3.438' I I < Z z 6063-TO ALUM. j 1 j ` i L+0 bio X-SECTION 1 I I I I I .375" o' i I L---------------------� IN. Us O L- ------ --^--- ---^- -- -- Y `L C-' = U) 1n �- STANDARD CLIP 2XSANGLE CUP UR 2'X f MULLION, ALUM. Q Q U, U) CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. SED FOR 2'X 4"MULLION.SHEET 76 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 0�2 Z � .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TCPVIEW 8 SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. - R' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER*1/16'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4.1116'. SHEETS 6-20 FOR THEANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE GUTHERETO DIAMETER:ANCHOR DIAMETER+1/16". 5.000" 2.000' 3.500°� CREATE F-CLIP, .375" SEE DETAIL F. .375' .375' MIN. -SHEET4 MIN. MiN. 375° r----- -- --- --- ----- -- -- r--------------------7 I I I 1 1 I I I I 1 1 s eR00LICT REVISED 1 I I I j as complying with da Flmi� I I I Z11,II&S Cod. I I i i Acceplanco No E pirnlion.139. 2az 1 _1_ _ t_ 4.688' +------•----i By 44l' 6.000" -•T-- t 5.438" .250"-*- I t 1 I 11 5.438" I 5.438" i i �� Y 1 1 1 I I ��,.•'1\CENSE '•:�'f1 r 2'X 6'X.26' MULLION 6663-T6ALUM. I i _ No.58705 _ X-SECTION I I I I •375" _ 1 - ------------ -' MW. •'. 71N9' '1 STANDARD CLIP U•CUP 2X6 ANGLE CLIP ,250' 606346 ALUM. 6063 T6 ALUM. 6063-T6 ALUM. TOP NEW USED FOR 2"X 6"MULLION.SHEET 17 TOPVIEW TOPVIEW A.LYW MuE'R,P.E. FL P.E.#58705 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 460.0t-60.0 PSF. NO ANCHORS IN HEAD i)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32'+32+1"=85",REFERENCING SHEET 25,THE COLUMN USING n ^�- --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS A7 LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE �'xZ w� �`•�SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2,75'X.375"MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-68.3 PSF AND WOULD O o� FENESTRDETAILS, ATION NOT BE SUITABLE FOR THIS APPLICATION. o: PRODUCT'S SHEETS APPROVAL 2-3 n2 FROM TABLE 4A,SHEET 8,THE VX 2.75"X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE ti 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION -- - LENGTH 4 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 2X5 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. m N SEE Q F 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 SHEETS-3APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 1 twit 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Z !x In IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, UJ o d NOANCHORStNwLNDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m a F" 32MULL WIDTH 686 LBS l }�' coto OPENING WIDTH {60 PSF)X 72 7 PSF/-524.9 LBS {MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4Bj z = m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.3/8.THE OPENING REQUIRES A j DESIGN PRESSURE OF+50.01-55.0 ASF. �eZ J FOR THE VERTICAL MULLION: Q Q o ' 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105"AND THE OPENING WIDTH IS 36"+36°+1^=73".REFERENCING SHEET 25, 4 Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8"AND WILL I- CII i; ••00 EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOWTHE EXACT SIZE,USETHE NEXT LARGER SIZE AVAILABLE, � $ Lli 0. MULL WIDTH FROM TABLE 3A,SHEET 7,THE P X 2.75"X.375^MULLION(LENGTH=108,OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF a ',� `L X _I I_ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. (p N FROM TABLE 12A,SHEET 16,THE 2'X 4°X.250'MULLION(LENGTH=108",OPENING WIDTH=80-)HAS A DESIGN PRESSURE DF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a o SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 0_ s� In DETAILS, �= and so SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILLADD 2°TO THE WIDTH OF THE MULLED UNlT,THE ADJUSTED OPENING WIDTH IS 36'+38"+2'- mw 32' FENESTRATION SHEETS -74",NOT 73"AS PREVIOUSLY g ° rc� 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(35-112'+35.112"2'=73')- - ' 2)USE TABLE 12B 70 FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` - `- USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBB WHICH IS GREATER,AND SEE SEE LENGTH DETAILS, [DETAILS. ETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. & SHEETS 2.3 HEET3 FOR THE HORIZONTAL MULLIONS: OPENING HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A2'X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER No Z' `� MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED MULLION 72 /J ) as complYlnb with Cq Flaft 1 THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2'=l 08.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/I"RIANGULAR LOADING MAY BE Building Code USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250-MULLION(@ LENGTH=42",OPENING.HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Acac �� Ira"O27 .REQUIREMENTS FOR THE OPENING AND MAY BE USED.IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. WNa SEE •phtion Date 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 8'EETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIP$WITH Mimn Buda IhakteC 23 (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1 I 1 t t I l I ANCHOR CAPACITY OF 521 Les. LYNN A1Ij /�j�i L."'OPENING B',HOW2, I36`, RIZ. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE12B FOR THE U-CLIP SHOW$THE ANCHORnt LENLECAPACITY 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#12 STEEL SCREW. • 140.Li 5705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; CL +1.170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ••' S. f ; 44/ THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. .%,t�`•..1'LORt41;•. t"ry,�J VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION IONAL�� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MIULL}R,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAP EZOIDAL/TRIANGULAR LOADING: I PW Pw FW LL / __ +�tV CO SWOH JSH/fDH SHIDH7//SHIDH 4 4 ° I D= LU to 00 / LOUr W O O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION co SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I (((�� n _ (0 [� Gj HINGED J I DOOR I = � I SGD -. _. Z I U)LOADING OF VERTICAL MULLION � 2�II PW LU LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d Izz PW i z Q N 0 I PW PW �Z go MS11D. O 8 PW Z Q CO SHIDH SHIDH I () O Q 4 SHIDH SHfDH i Q 1 Z O O 4 i lw g> �O I It O€� o _ a LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I PW PW HR I I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED NOTES: PW PW DOOR :ItGOUCT REVISED I as complyiuS ssilh d.Flodde I 7 DRAWINGS ARE � ) Building Code RERESENTATIONS OF TYPICAL AcceplMm No I p j PW CONFIGURATIONS. Imll Dale 2p ) I PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM MyNn' Produce c O / THOSE SHOWN, n j 2)IF THE LOADING TYPE CANNOT \ ��,( BE DETERMINED,USE � PW RECTANGULAR LOADING. �a�••'0CEIJSF''•, Q PW PW �' •.'h�� / 3 SEE PRODUCTS'APPROVAL FOR t•So.55705 j r ACTUALANCHORL ji, , 1 11 —1 LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLIONZ.I PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j .•r'`' � LI SGD ) ST TL OF C{i..• LOADING OF VERTICAL LOADING OF HORIZONTAL MULLION MULLION FL P.E. 58705