Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval (2)
S ) J 'OCOUNI Y Bim.. L DIVISYON REVIEWED FOR COQ' CE REVIEWrbD RY (i DATE PLANS ATNO E "S i BE hZP 'ON SOB MIAMI�D,ADE OR NO INSPECTION WILL BE MADE. MIAMI-DADS COUNTY 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.miamidagLeov/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 1 OA 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 reserve:. the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: one:IDESCRIPTION: SeriesGT"Clippe_tI>Egtruded Alumttum-�-T�tbe.Mullfbnr .d:M , APPROVAL DOCUMENT: Drawing No. 630038, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shallbear 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 distributbrs 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.16-0218.03 MIAMI DADE COUNTY Expiration Date: May 26,2021 Approval Date:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D.Brinson,P.E: (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a ez,P.E. Product Cont oI aminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 I PGT Industries.Xnc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated .February 15, 2416, 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. PC Manuel Product Contr I E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 GENERAL NOTES: SUITABLE FOR ALL LOCATIONS REQUIRING G 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 � F MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 ^� MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..............................I ti o ELEVATIONS.........._......._..............1 a FIGURE 1: MULLT02X WOOD........................2 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS Qx MULTIPLE WIDTH FOR VERTICAL MULL--- ARCHES TO BE MULL TO 1X 6 MASONRY..............2 0 "� SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULLIONS [—OPENING / MULL TO MAS NOTES...................2 A-0,G,H; RECTANGULAR NOT HAVE A GAP OF MORE THAN 1!4'FROM THE CLIP. MULL To MASONRY................_....3 SHEETS 2.3 SHAPE MULLTO STEEL STUD_.................3 CO04 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL 70 MULL................................3 -'' i �• DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.................._.........3 U) III / �� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, DAY MULL INSTALLATION CLIPS............._......4 O F BAY MULL INSTALIATION..............4 LLl IX2X.125 MULL SPECS..............6 -1 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS..............e _ _ 7� 1� INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..........7 g TD 1X2.75 X.65 MULLSPECS............8Z n� SEES D RUG / III /111 I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS........8 m O p � SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER1 X 4 X.1 25 MULL SPECS..............10 F � A 7HIiu 2- ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBE MULL SPECS_..11 Q J 1\ I SHEETS 2.3 1 X 4 X.1 5 T MULL SP ECS........11 � J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. � W 0 OPENING 1.25 X 3.166 X.205 MULL SPECS VERT. HEIGHT 1.25 X 3.26X.100 MULL SPECS 13 Z (j to MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.024 MULL SPECS.._.14 LENGTH HORILON7AL 1.25X 3.94 X.624 MULL SPECS 15 (Li MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS.........._....16 J Q �Z SEE DETAIL E, 2 X 6 X.25 MULL SPECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q to SHEET 3 1.26 X 2,11 X.125 MULL SPECS.._16 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Z Q N o 30'X 3.26 BAY MULL SPECS.........19 REACTIONS. 45'X 3.26 BAY MULL SPECS.,.......20 Q O Z MULLION&CLIP DIMENSIONS......21-23 F- Z ji ma.o FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2............._...............24 iq J A 8 PRODUCTS MAY LOADING EXAMPLES.....................25 co BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LUIt W 1 Y MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z N BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q O QO O .-.1 f--- -- Z mU) (A 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. § _. O � SEE DETAILS €Of E DETAI 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING a , ���-� HORIZONTAL SHEETS 23 W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. L MULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. HORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. MULL OPENING WIDTH-moi I— LENGTH LENGTH 1 �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR'TRIANGULARITRAPEZOIDAL'. OPENING --- 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT°)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRIHIUCT REVISED HEIGHT ) m complying with the FltRim THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE lilillding Cod° b2�1� OPENING MULL HOR¢. VERT. MULLION CAPACITY(LBSIFT21 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN Acaptmca No HEI IGHT LENIGT� MULL J� MULL STEP 1). E pi1°1i D°1e L L L - I TM 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS),THIS VALUE By - - REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. �H"I °he��D —� OPENING WIDTH g FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��111 y LYNN 1j17/i SINGLE MULLION SINGLE MULLION �FORVERTICALMULL� ) �� pN .......,^�7( OPENING WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR •',�� •• cCIJs !F % ~FOR VERTICAL MULL CAPACITY IS MET. �;'' 1.1 •� ' SEE CORRESPONDING DETAILS MULTIPLE MULLIONS�• -- 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE = i`: No.58705 _ FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - %} / CC (t/ STANDARDS USED: 8)VERIFY THE,DESIGN PRESSURE RATING(LBSIFT2)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION `,�O'•. ;, TE F j •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FT-1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION .t�•' A• •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. s`,` COR1.. -ALUMINUM DESIGN MANUAL,ADM-2010 9 HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT, •AISIs10D-B7/S2-2010 ) A, FMN(� 158705�`E. L P. #55705 A.. Rag DETAIL A: DETAIL B: MULLION �d MULLION TO 2X WOOD BUCK -MULLION TY ANCHOR MULLION ATTACHED TO 1X Bucl<srwP OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, c i( ATTACHMENT E:I SEE SEE TABLES tB•163 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1, N MULLION I SHEET I. I I O) N 6 I I I I ,.. •?• Z N F d I I I SEE SHEETS e� MIN 2,7KSI .• �., .'+ •'• EDGE W I 21-23 FOR HOLE d I I I CONCRETEORCMU j__L •yl DISTAt10E, LNSLEDBY LOCATIONS I I I SEE SEE TABLES 0 _ STANDARD OR ° I EDGE DISTANCE 1B•16B a EDGE FOR MASONRY N I DISTANCE m a W Q O O d a II FOR WOOD I I ANCHORS m U M. SCREWS �60'MAXFOR °a4 ° I I SIDE VIEW Z LO J ALL MULLIONS d' O J EITHER THE d ° - \ STANDARD OR Z U yq" m ° - z _ da OFFSET MULL q O a a ° ° INSTAILMLEO BY j 4 EXTERIORV THISMETHDD Nzw a d EDGE Z DISTANCE Q Z c" d FOR Q m O3 ° MASONRY a m Q O Z N a 7HE OFFSET CLIP IS ANCHORSFIN L✓f' RECOMMENDED FOR EO EXTERIOR °d WINDOWS.Bu MAY 4. ° KFQ••H ALSO BE USED FOR OTHER FRAME TYPES. U Z ¢Z110101 O s0 TrR.U.TR 0TYP.ANGHOft 66d 3� PERSUBSTRATE, PERSUBSTRATE, TYP.ANCHOR SEE TABLES 10-188 -PER SUBSTRATE, SEE TABLE$18.168 SEE TABLES IB-163 EDGEIEND BUCKSTRIP I_ tDISTANCE yr/ �D SEE TABLES `: - ATTACHMENT EMBEDMENT BUCKSTRIP 1&163 T •+.. BY OTHERS, AND EMBE b1ENT• SEE NOTE 1, ATTACHMENT I �_ SHEETI. • BY OTHERS, ' SEE NOTE 1, SHEET I. •- MIN 2.7 KSICONCRETE OR CMU FRONT VIEW pRODUCT REVISED SIDE VIEW aseunlpWIW Yto FILIFid>. FRONT VIEW Boliding Code Acttptanm No Ex Iration Date /j,Q21 INSTALLATION NOTES: bUatnl Pmdud 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I I 1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \ .,.l.NI.).M ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �1 .•'\�CENSF '•.F�P CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �•: k FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. `-H: NO 56705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. R- � f6: 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. %1A g E OF jU. � 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �iO�C` FLOT2IOP;•• ����` ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. A.L+NNIMJLLEA, E. FL P.E.#56705 DETAIL E: DETAIL C: — .126"MIN. MULLION TO MULLIONH$F MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: �h X ntuulON lics MANDARDCLIP SHOWE (U-CLIP) 1)MAY BE INSTALLED IN'TEE•OR-CROSS"{STANDARD CLiP SHOWNy INTERSECTIONS. VARIES oY Z U 2)MAY BE INSTALLED HORIZONTALLY 1 TYR ANCHOR (SHOWN)OR VERTICALLY, EITHER STANDARD THE L PER SUBSTRATE, ` ' (1l OFFSETTMILL ._ I I I-yX SEE TABLES 1.•130 3)SEE U•CLIP DRAWINGS,SHEETS 21-23 3 m _L p MAYBE i i FOR CORRESPONDING MULLION. sn w y INSTALLED BY I I I eg \\ EDGE pISTAHDE TOP VIEW Z rp & Ill THISMETHODI tt FOR MASONRY MULLION O Illttt ANCHORS VAR:ES-}------moi riI 1 tI I W 012 STEEL SCREWS, SELF•DRiLLtNG OR PRE-DRILL co MULLION AND USE SMS LU co in EXTERIOR 7a 3 e MULLION Z (oo ' a EDGE DISTANCE ° THE OFFSET CLIP IS \\�. FOR MASONRY y, REGOh1MENDED FOR /// Z qL ANCHOR$ FIN•FRAMEO Z'U UP ECTION A � W WINDOWS,BUT MAY I.✓f.�, ALSOOE USEA FOR TIP ANCHOR '¢ q s OTHER FRAME TYPES. EXTERIOR Q Z E PER SUBSTRATE, d Z Z / BEE TABLES 10.138 — o- / TTP.ANCHOR SEE SHEETS LOCATIONS FOR ONS ^0 O BUCK5TRIP PER SUBSTRATE, HOLE LOCATIONS 83 ANO SEE TABLES 18-138 FRONT VIEWU)EDGE LU _ ,_ _ ATTACHMENT DISTANCE Q X •• .Y OTHERS, EMBEDAtENf SEE NOTE i, s `,. SEE TABLES V) Va I _ " SHEET I, 18.138 UZ 4 ^' a •• - "' I�_.�I_.DISTANCE a Z mO 41@72.7 KSI CONCRETE OR CMU SEE LES MIN2.7KSICOHCRETEORCMU 1B-130 SIDE VIEW � � � FRONT VIEW SIDE VIEW DETAIL D: I MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR A —PER SUBSTRATE, ,, 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °, SUTABLESID-138 r�} PRGOIICT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHORHORTTO ANCHOR DISTANCE,THE SEE SHEETS caBpl CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 2623 FOR ns~ HOLE B—uylag With the FlBrida —u FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. /! ~� LOCATIONS AcildinS Cadc a NB�"�+"`L •6',3 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. .+rte/ ~ `\ MULLION ® Expirati p01t W24 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. � Mi 'Dedo ti 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED EDGE ELCO ULTRACON OR ELCO V4"&S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN "• SEE7TAABBLES FRONT VIEW cooEA2AND cow000eACKSIRMu.iusEOLDING 1813e t •���tNs� '•FS''C i ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS =y'C I NO.y0705 �/ SIDE VIEW NOTE.: - � - tK 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '•r`')•' - 16 Cff ANCHOR VALUES MAY BE USED. � ) `' COLti ' 2)SEE CORR-SPONDING MULLION 1ABLES, ;'�<<`�;��LCR\bP ,��(�`•, SHEETS 5.20,FOR QUANTITY OF SCREWS. A�L`YNN,ukLEi3,P_E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: � x FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATIONS a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $ "9 SEE DETAILS A{, 30'OR 46' SHEETS 2 AND 3 FOR INSTALLATION BAY MULL LL TO SPECIFIC SUBSTRATES. to N h1ULUON z0] v""". U)O O O O O O 2 d t=A SIDE VIEW i DWD V o O SHOWNWRHrx4'x.125' TOP VIEW T 7 U) V) cA MULLION I I I Z -� 1 I 7YP.ANCHOR O EXTERIOR I *9/—PER SUBSTRATE, U m g b I i SEE TABLES 16B OR 16B Z q S I TYP.ANCHOR /'- I I St LLz S7ANDARO MULLION CLIP I PER SUBSTRATE. I I EXTERIOR _j U)- U Z MODIFIED TO FIT FIELD SEE TABLES I8•148 C� J-1 Q Z CONDITIONS. 2'X 6•ANGLE CLIP, Z Z a p> p 2 PER MULLION END,MUST BE Q Q Z N r I I I I I I INSTALLED INSIDE OF BAY MULL. lb F., p MULLION I I I CD Q Or II I © W2*XS"X.125' In Q I I I CA ANGLE CLIP, U Z Q O 3 \ I I I I 2 PER MULLION END, Q MUST BE ISTALLED d o Z yfn Tn I� I IN NSIDE CF MULL. q 0 go N IV \ TyP.ANCHOR b PER SUBSTRATE,BEE TABLES 18 -14B INTO WOODOOR_ONRY(� INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. 1 EXTERIOR l�WOE �� PRP.OUCT REVISED complying with tho Florida a. ®0) ©� INTO WOOD,STEEL, A—pitg.NAca:Ing c& �0-021$•0ALUM,CMU OR MASONRY Expimlilm DatcZ) EDGE DISTANCE By PER hliantf 0 Product ANCHOR EDGE I - 9 -—© DISTANCE—I E NOTES FOR INSTALLAI ION OPTION G&H: _j NOTES ,)q(��((�i� PERANCHOR I O ....., NOTES FOR INSTALLATION OPTIONS F: G 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ;.`\�U''�1GEIJ S(: •'•F� 2)DETAIL G:1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. LOCATIONS,SEE TABLES 18.148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE -�- tytl,;79705 2)SEE TABLES 10-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE .`t•, g 6 U1 LOCATIONS. J17 TE 3 THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. O #4A�R`a A.ICI b.E. FL 58705 TABLE 1A Mullion C.P.city Table Ibslfla 0 � Opening Width(torvecUceU}spenirg mullion i)or Opening Haight(for harizortaksparvir g mulliora) a!k 50 W 501n 701n 801n 901n 100 In 1201n 140 in 160 in �• RattenguWr TmplTdanp. Rectengder TreplTdonp. Ratangerar TnplTdorrg. Ro.Im I TmpRrfenp, Raciengufar Tr aprtdang. Raetangaar TmpRdarq. RaciangWar llep7Tdang. Radmngdar 7rep10iang. RectangWar Trsp/Tdanp. 644 1%2X.126 Loading Loading Laodnp Loa&g Loading Loadne Lopdnp LosdnQ Lnedng Loading Loading Loaning Loading Loading Loading Loading Loading Leading Alum.Tubo p b'_ & t_ _ g t_ t t_ t_ _ g _ t _ t _ t _ 31 _ P _ t_ t_ v _ 4 Mullion 1g 1 S �� �� L1� _ t#�i(� d p��� � �� yy� qq¢¢� � � S $�$ q� 1a � �� � yp�� ti �� � qy�� yg p�� �� S � Of � Zm O 42h 711.9 405 229.5 332 93.2 408 110,6 325 79.9 409 107.8 327 59.9 406 10}.} 319 02.1 408 104.4 314 55.9 408 104.0 119 40.0 408 104.0 319 39.9 }08 t84A 3f9 J5A {00 f04A 3f9 LU 48h 74.9 312 W.B 256 624 312 73A 262 55.0 $12 87.0 248 b.0 312 e]2 248 41.8 312 81.3 244 37.0 311 81.0 244 512 312 81.0 244 20,9 312 01.0 2H 23.1 312 81.0 241 1: .6291n 63,9 2B1 70.8 251 W2 201 01.6 228 40.0 2B1 60.7 221 JBA 281 52,1 222 35.6 281 00,1 220 31.9 281 49.3 219 28.8 201 19.3 218 22.0 201 49.3 219 20.0 201 49.3 219 of$ co 5416 52A 247 57.0 207 43.9 247 40.0 202 37.6 247 44.8 192 32.9 247 4t.$ 106 29.2 247 39.4 794 25.1LU 247 35.4 191 21.9 247 39.1 193 !&B 247 38.1 193 f&4 247 38.1 703 co O 03 60W 38.4 200 11.2 170 32.0 200 35.4 IBB 2].{ 200 31.8 181 24.0 100 20.9 1811 21,3 200 27.1 199 192 200 25A 107 18.0 200 20,0 100 Fes-, r0 a 63 br 33.1 18f 35.3 100 27,6 i81 30.3 152 23.7 701 25.9 149 20,7 181 24,5 146 f8.4 181 22.8 144 We tat 21.7 143 -j S OO in 78.8 185 34,8 142 24.0 785 26.7 134 20.5 769 23.1 136 1&0 165 2t.0 134 z U �' M 72 h 221 1-391 3.3 120 19,0 139 18.9 710 15.9 139 1 17.6 11B W Z 78h 18.9 125 78.7 109 16,7 120 18.8 107 78h 17.3 118 f82 tOF Z Q m O TABLE 16 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z Anchor Capacity Table los ANCHOR CAP.,,,,,,,,",` t!J tv SuMlrela 2.7k CororMe 3.6k Conn. Hoaow CMU Filled CMU PT Wood Metal (DP„)X( 1=ANCHOR CAP.- co 114* 119.33Eka 07t6'Ekro tt4'38Elco 974 Sieh /f2Stae7 9/23ted MULLION CAP.,.,",._. Anchor Type: Y1H'EXo Ullrocon 111'Ebo Ugrapt 3118'Eko WUa7on 114•Elco Ultmcan X Anchor Cllp Panema Utuaeun AppreGaa9 Wlmcon AgureGatur Baron(05)6o"(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR It N N Edge Ulatmwe th): 1' 2.1,7 t' 2-Uz }fr0• t' 2-UY i• 2-11r z 3.116 z o4a• 0.04' g.324' CAPACITY REQUIRED'CORRESPONDING TO AN � X Q Emoedmenl in, 1-314' 1-314' 1.319• 1-v4' z 1AW 1-114• 1-1/4' 1.114' 1-U4• 1-114• Y 1319' I've, lams ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amtmraa4.T5'Mh.O.C.18WMmd orOOsal Olp iFip.1} 390 as 39Gft 450 the ago ibs 164416* 270 The 28016. 35d lbs 740 Ws 374 is W41W 11481be 341 Au 442106 500 lb. OPENING,WHEN IT IS LOWER THAN THE MULLION IL Z..0 U 4 Amhm Q 1.157 Min.O.C./Standmd(orORst)Clip(Fig.2). 480 W. 700 roe WA WA wA WA 380lbs WA WA WA WA I-PwA 682 to$ 11e5 iba 1120 We CAPACITY(FROM THE TABLE)OF THE SELECTED m0 18 4Anahow 03•WA O.C.i(2)2x6Ar,&Clps I(Fq.3k 780 Poo 780 Ws JIM Wa 1560 to$ 1896 to$ 510 Ws 6001bs WA 660165 748 to. 8801bs 4892 Jos 602 We 6851ba 1120 Wa MULLION.IT WILL YIELD A MINIMUM ANCHOR W 2 Amn-a 0.45•Min.O.C./U421p,Into.125'Alum.(Fq.44 WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 776 Ws 1 CAPACITY WHICH MAY BE USED TO QUALIFY tAtKtwrt FCBp(Fq.s7 185Ws 195 ma 225 Wa 4451bs 022 Ws 135 Ws 140166 177166 NO Ws f8T i6s 132IAs 673 tb7 1711166 225 i5e 280167 ADDITIONAL ANCHOR OPTIONS FROM THE 2Aranom 1.15'Min,O.CI F-C(p(F'.sy 2711 Wa 3501M WA WA WA WA -TOO WA WA WA WA WA 341 Wa 442 Toe 680"IN 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: ' • • M 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCT RGVtSED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B dailycompl)ng with Ota Fla'irla --i 1.000' f'- BOitplanoo fa Aacaplmtca No 021 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Ex Lail Data t 1 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, By • (� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.000' Miami a thodua FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 126" ���1 YNN t jll 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED f :��Q`,•'�Ct:NSF YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' • LEA T STEEL E25"THICKDANDOBEA A36.ALLINIMUM GRADE 33 AND.045'ANC ORS O METAL SHALL{CK(18 EXTEND ATULEAST 3 SCREW THREADS RCTURAL TEEL TO BEAT EYOND f"%2'X.125"MULLION THE MATERIAL.#10&412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. w '. S-fv rLOT1oil Ar off E. FL P.E.#58705 TABLE 2A Mullion Capacity Table IbehY) ra Opening Width Ifor vad{catty-spandng mullon0or0 entng Height(fortndzontally-spanningmufli.) 601n 601. 701n W in 00In 100 in 120 to 1401n 760 8, � 0 Ra4tanpWaz Tra(PTAare. RWaValaf TtnprrAalgg Redmg+dar Trarlfdmg. Real .lar Tmpftdwg. Rectarg-4 r TraprTnag, Radargular 7wpltidng. RaolareWW TraptTrt V Radvani r Traprientp. Raafareutar Tnpr[Aam, 14 1x2 x.376 Wadlre Loafre Lwalre Loading Loadhg L.-dan Laading Loadire Wadbg Loodhg Lwdire taaabg Load6g Loadlre LosdLng Loafing Wadlre Wading p Alum.Tube b Mullion Tf gg�. °fi°gg.. gg g � � F � N a all I I I II I aI I I I I I I I i zr�e� Z 421n 17001 820 470.9 435 151.3 682 170.0 478 11&7 651 110.0 609 113.6 BB2 168.6 618 10r7.9 882 18&e 317 80.0 862 7689 617 76.7 882 168.9 617 81,9 662 188.8 617 5&7 862 169.9 817 re-01 121.8 607 1380 419 101.4 507 119.2 410 88.9 607 10&7 403 7&0 607 1028 389 67,8 507 98.6 387 60.6 607 We 399 60.7 507 99.0 306 43.4 507 D9,0 360 38.0 507 09.0 396 U.I 103.7 450 114.8 310 864 456 no 371 74.7 456 90.5 368 fila - 84.8 360 57.5 456 81.3 357 61.8 4% We 358 43.2 458 80.0 356 37.0 469 80.0 358 324 458 80.0 358 = 6 � u) 86.4 4D0 83.3 338 71.2 409 608 92B 61.0 400 72.7 312 634 400 87.3 318 47.5 d00 84.0 142 400 62.3 314 36.8 400 61.9 313 30.$ dD0 81.8 313 267 400 61.5 313 W O� m 07 F g62.3 324 66.9 276 111.0 324 67,5 270 M.5 324 51.2 264 38,8 324 4&9 280 34.6 324 43.9 324 420 255 28A 324 40.5253 222 324 40.5 253 19.6 324 40.6 253 IC 53.8 28d 5tf 252 44.6 28f 49.2 248 39.4 284 41,8 241 338 294 3&8 231 All 264 37.1 2S4 35.2 231 224 284 33.5 230 1&2 294 334 230 10.8 289 334 230 49.9 268 40.8 230 39,0 288 424 225 334 268 37.5 221 28.2 266 34.1 218 2&0 268 31.8 768 29.9 212 115 266 28,0 210 18.7 268 27.7 200 14.6 268 27.7 209 0 WT21n 3&0 225 37.g 186 30.0 226 32.2 iDi 25.7 225 28.4 188 71.6 225 258 186 20,0 735 23.fi 225 22! 160 15.0 225 20.3 i77 !29 276 iD,B 176 N.3 225 1D8 178781n 30.8 202 320 1t7 25.5 202 27,2 173 21.9 202 23.9 170 19.2 202 21.6 167 l7.0 202 15.7 202 "1 163 128 202 18.7 180 10.9 202 15.9 158 9.8 202 15.8 158 781n 28.3 /02 20.0 108 239 192 261 1B5 201 1B2 ?2.0 762 17.7 1B2 19.7 158 75.7 1D2 1&1 192 tae 155 11.6 191 15.2 1S2 10.1 192 tA.4 160 8.9 161 14.2 9D In 1&5 144 19.0 128 154 144 16.1 128 Z C 08 h 162 127 1 15.8 113 Q ^Z Z N c- O m� TABLE 2B Anchor Ca ac Table tbs ANCHOR CAPACITY ADJUSTMENT FORMULA; rn M- - - BubalNie: 2.7h Cnrcnel6 UK Cmw. Hollow CMU ANCHOR CAP. (!J X Filled CMU PT VMae Metal (OP,,,,)X )=ANCHOR CAP,,,,,, 9 X Stt6'Etao 114'SS Edo 5118•M. 1t4'SS Eko Maim 9123t.4 912 Sted MULLION CAP.,..,,,, � X � N Aatcr TyFa S/f6'Etm UOmcon 114'£.0 Uiaaan 3116'Flw tBtmcon 1N•EPootnfrocan Anchor Clip Pattern9 Unmcon ApgmOafa 1pvocan A9Pe0ator soreyr(GS) Uoc 1M5 FORMULA TO OBTAIN THE'ANCHOR Edgy 0istanaa On) I. 2•Itr Y 2-1/r 3-118• 1• 2-Nr 1• 2arz• r 3-118• 2• o.4a' oA4• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN 2 Embedmenl9n): 1.3H' 1-Y4' 1.3/4• 1314' r 1.114• 1-114' 1.114" 1-1N• 1.1/4• 1.114• r 1JI6' 1.115 6mUa ACTUAL PRESSURE REQUIREMENT FOR THE mt�s;Q 2AtchM Q4-75•Mm.O.C,/standard at 09"t Clip(Fig.IR 39015a 39D r. 4501" 8WItas 1544 ft 270 to, 280@, 354 fba 740Id 3T4 IDD 68/gas 9481b, 341 the 442ths 569 Da OPENING,WHEN IT IB LOWER THAN THE MULLION -:Ow 4 Andras®1.15•Mln.0.0.1 Standard(a Omen Clip(Fig.2>: 180 W 700 IDs NIA WA NIA WA 380103 WA WA wA wA wA 882 tb4 565 rod 1120 ms CAPACITY(FROM THE TABLE}OF THE SELECTED o a� 4 A+cha Q3•Mh O,C-/Q)245 Are.Clip,I(Fig.3): 780 too 7W Me No the 15801" IW81be 540 Da 650114 WA 7601" 748 lb. 68)lb. 1892 lb, 882 Wa 6851" 112om1 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 AMhme 0 0.45•W.O.C.I U{Up,Into.125 Alum.tFlg,4): WA WA WA WA NIA WA WA WA NIA WA WA WA WA NIA I"Is r. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor I F4]lp(FU,5): 1951" 1961" 225 Wa 445 mt 8221" 135619 140 lb. 1771" 3701" 1871" 3321" 4731" 170 Wn 711 lbs 200 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Mcncra 1.1559n.O.C.1 F-Clfp(Fg.B) 2d0 nos 350 Ib, WA WA NIA WA 180 W, WA NIA WA WA wA 341 m, 442lbs 560(" 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 RBVISBD �-_ ��} • ulcomplyindwiWtp9FlDrid9 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Buildina Code SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A9eeptaneo Na 1 -O2 •D ..•-- Fxpimtion Dale ( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: td(aaai thoducC 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.000' t 1 I 10 1 FHOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- 7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �����pP1. LYNN.. ANGLE CLIP MUST BE USED IN PAIRS.F0 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDL 375' y\�Qf�t•'• Lit;ENst• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED No.58.105 "FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2'X.375 MULLION = i�-- LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. A.LYNN MIl111ER,`P.E. FL A.E.#58705 TABLE 3A Mullion Capacity Tablo(belft) 3 Ln. Opening Width(tor 40nically-spanning mWons)or Opentrtg Height(for hoflzontatty-spaMng mulbons) w w 501n 601n 701n 601n BOIn 1001n 120 in 140 IR iWin 1%2.7$% RaetangNar TxelYTawg. R.IZZ4,60 TMV-dwtp. Real.W. '11 Y 4en9. f ot4lgd.r T-pintaag R6atazganr T}ap7Tdmg. Ra=fengiier Tfeprtdan0. Ratfanadar Trep+li3en0. Reafa dar Troptldan0. Raafa'OW. hap/Trtm 9. Loada9 LoadnO Loading Lo.&q L-fty LoednO LoadnB Laadrp Loadug 4oadn0 Lo46n0 Loadh6 LoednO Loading LaadnO LoadinO fa4dkg Loading pYo- i .376 Alum. hh vO Tube T Mullion su In 111 1 11 11 1 z � � Z 421n 170.0 620 170.0 435 170,0 744 170.0 470 170.0 US 170.0 508 170.0 992 170.0 510 110.0 1118 170.0 $21 170.0 1240 170,0 621 U&7 1391 174.0 621 127.6 1301 170.0 621 111.6 1301 170.0 621 t] 40 In 170.0 708 1700 624 170.0 530 170.0 581 170.0 002 170.0 630 170.0 1133 170.0 661 151.6 108 170.0 077 138.6 1139 170.0 680 113.8 1138 170.0 640 97.0 1138 170.0 680 65.4 109 170.0 680 7 x 50.625 in 170.0 747 170.0 583 170.0 696 170.0 811 167.5 1032 170.0 684 146.5 1032 1700 723 130.5 4012 170.0 747 117.4 1032 1700 756 97.9 1032 170.0 756 83.0 1032 170.0 766 73.4 1012 170.0 756 g 64 In 170.0 797 170.0 612 181.3 007 170.0 001 136.2 007 154.7 T30 %20.0 807 1625 720 101.5 907 146.0 TN 8&6 907 141.1 710 806 907 140.0 709 60.1 007 1400 709 00.5 007 140.0 709 LU a 80 In 10.1 735 151,6 625 117.6 735 00.3 011 100.6 718 116.0 589 68.2 115 106.2 6110 704 736 99,6 663 70.5 733 $5.1 675 58.6 733 91.0 574 50A 736 91.5 674 44.1 735 91.6 674 H 03 6391 121.8 668 1104 570 101.6 SW 111.6 667 87.0 665 $5.0 547 70.2 868 00.1 $36 67.7 586 me 631 60.0 668 70.6 526 50.6 666 76.8 621 43.6 666 75.8 521 38.1 686 73.6 621 M11 106.0 607 1124 522 65,5 607 BB.I $11 75.7 607 65.0 601 66.2 607 77.1 493 56.0 601 7fA 486 63.0 007 679 401 44.2 807 63.4 478 37.0 007 02.7 474 111 607 02.7 474 O z U.1 m T26 81.0 510 &5.6 M3 68.0 5tO 73.0 4 64.3 10 64.3 426 61.0 510 67.0 09 45.4 510 51.3 413 40,0 510 50.0 406 34.0 510 45,9 402 20.2 510 444 390 23.5 010 M.3 398 0A TBkt 69.4 {S6 R.5 400 57.0 450 81.7 382 48.8 458 64.1 365 i1.4 4S6 4a.6 '375 389 458 4{9 373 34.7 455 41.6 068 269 +58 3T.T 102 24.8 468 38.0 359 21.7 450 36.7 350 j j .Z 761n 64.2 435 57.0 MI 53.6 436 56.6 313 45.0 435 48.5 366 40.1 436 44.7 360 35.7 435 40.9 335 32.1 435 38.1 351 26.0 435 31.4 344 22.9 433 32.0 341 20.1 435 32.2 340 ¢ 0 r 1- in Q 90h 41.5 317 q.t 290 M.4 371 3&4 265 20,0 3I7 31.8 280 26.1 3T) 28.3 273 232 327 25.7 271 29.0 327 21.7 268 17.4 377 21.0 242 14.0 J27 Y8,3 266 Q ^ 2 061. 34A 207 35.4 267 MI 201 20.9 252 24.6 267 269 240 2f.5 287 23.1 244 10.1 287 20.D 240 17.2 287 10.3 237 14.4 287 109 2)2 1- <"� Q Iy9 EC)m�- I061. 24.2 717 24.7 205 20.2 227 209 201 17.3 227 16.0 195 16.1 227 16.0 185 K�++ a 11110 22.3 215 22.7 184 109 215 10,1 101 16.0 215 16.6 180 120tH 179 184 17.5 167 V X TABLE 3BANCHOR CAPACITY ADJUSTMENT FORMULA: N N Anchor Ca aelt Table fibs) ANCHOR $ yy m0 6a6s1na19: 2.7k CmcrNa 3.5k Corw. HWON CMU Rued CMU PT woad Mem (DP_) )=ANCHORCAP... MULLION CAP.,,e,,,,,, 8 5110'Eko ttP SS Eko 5118'Elaa 114-63 Ek. 810 S1aN ✓112 62ooi 912 fited AncherCllp Pahema Ancn«Typa: alts•EW muacan 114•Eko ut6acan Ulaecon 3118•Eko ulUman 11•Elco U1Uacan Ap9�:elw ulunaon A901Ga1w Gwen(GS)5M.1"(05) Swo6(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edg.DW.-(;n): 1• 2-111 V 2-1fr 3.116• r 2-frr 1• 2drr r 3.11V r 0.44• 0.54' 0.324• CAPAC)TYREQUIRED'CORRESPONDINGTOAN Embedment 04 11A• 1.14• 1.314• 1-314" r 1.114' 1.114" 1.114• 1.114• 1.114• 1.11• r 1yr lam• %edea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctm04.75•Min.O.C.16tm;Wd"Ofeet Ctp fFlp.1}: 3906ia 194tH 45061. 890. 1044Iba 276 N6 280 ft 354. 7400.1 314 Ib. eal ins 946. 341 ma 442 tea m OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom®1.16•Min.O.C.t Stmtdmd(or 06e0 C9p(FID.23 460 MS 7001bs IVA WA WA WA 360 h4 WA WA WA WA WA 682 lbs 8851bs 1120 W CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anctw*4y I.6Bn.O.C.1(2)aS An& 1f 1.i Sk I-- 780. 880. 156011. 11.11, 540ms 586 b5 WA 78015. 74816* e861b* 11182,,4 882. 86511n 1120 the MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchwe 0 OA5"Min.O.C.I U{21p,NIo.12V AUxn.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA I N/A I WA WA 715. 1 CAPACITY WHICH MAYBE USED TO QUALIFY fArctgrtP ¢i9.5): 105lbs 195. 226 IM 445 IDS $22 ft 13511. 140th* 1770+4 370 Lb. 107166 33210. 1 47311. 170. L221116 260111. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anerom 40 7.0•Min.O.CI F•010 .L). 240. 350 W4 WA WA UFA MIA I IN lbs WA I WAI WA WA wA 341. I 44716* 16016* ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. t"'1CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ti,+�.+' PRODUCT REVISED .s complying with Iho Florida FIGURE 1: FIGURE 2: B9lidiuu' TABLE NOTES: Bxpispauon tTaW16•p��• 1.000' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Tfy i SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. V-Ock 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. w11 1 71, FIGURE 3: I `�w1Z1/( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' C{t1.•'�1GENS�.' ear r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �'•'• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, No.50705 ''r ANGLE CLIP MUST BE USED IN PAIRS. 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACS 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600,WOOD SHALL BE PRESSURE-TREATED 375" ;_11 t �/ p / ,• 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' %71 _! p • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.045-THICK 0 B GAUGE).STRUCTURAL STEEL TO BE AT (} S F 7- F .• ,�4 f"X2.76'%.375"MULLION � A\I �,•FL0MON T E MATERIALLEAST.126* (#100 d#12 ANCHORS INTO WOOD MAY BE CK AND A36.ALL ANCHORS INTO METAL STEEL, 843 S.S.OR 4410 SAT LEAST 35 CREW THREADS BEYOND i/`�S,r.• EA, FL # 8705 TABLE4A Mullion Capacity Table Iba/R' a � Opening Width(for vertically-sperrirg nuttlow)orOpening H9tght(for tnrizortelly-sparvirg minions) re Pg �+ SOin 841n 701n 60 in 001n We 1n 120 in 11011 18011 €y1�' Rec Zo. T.. -9. R.06ngdar TrapiTdatp, Rectmg/lar 7topiTdonp. Iiectsn9daz Teap+Tdary7. 11.1-gdar TtapRdwnp• Recl dor 7m 6 X17..clN ng, Ractergder Ttapt7danp. Rectonpdar Ttap7rd d 1 X 2.75 x on8 NT wa Recta loadng load no Loadng Lowing Loedrip lnadtp Loadng Loader Lardstp Loadry) Loadn9 Loading LotLosdnp Loadip Loading Loadip pY4 u .650 Alum. b Tubo aa, g 4'Mulliona 10 11 gill Z 4211 170.4 824 170.0 i3S 170.0 Tod !711.0 474 R0.0 858 t7Q4 500 170.0 992 170,0 519 iTO.p 1114 170.4 521 174.0 1240 170.0525 170.021 158.7 F020 178.0 521 13&8 1620 174.8 621 �46h 170.0 708 170.0 524 170.0 850 170.0 584 170A B92 170.0 430 170.0 1133 170,0 881 t74.0 1275 170.0 477 170.0 1417 170.0 680 141.7880 121,5 1417 170.0 600 100,3 1417 170.0 800 170.0 747 170.0 583 170,0 500 170.0 431 170.0 1040 170.0 664 170.0 1105 170.0 723 t828 12M 1740 747 140.7 1206 170.0 766 121.958 101.6 1260 170.0 756 WIA 1288 17&0 760 W $ Q 54 in t7Q0 797 170.0 812 170,0 956 170.0 set 170.0 1118 110.0 154 150.7 1130 170.0 803 t339 t130 170.0 637 W. 1134 170.0 858 100.6 1130 174,8 881 66.1 if10 170.0 841 75.3 1130 STQO 881 Ul Win 170.0 645 170.0 701 148,0 915 162.3 701 125.5 015 144.5 748 109.9 015 132.3 735 97.0 916 123.9 728 0X9 915 110.6 720 732 CD 916 114.4 715 02.6 915 114.4 715 51,0 916 114.4 716 J 631n 151.8 030 151.0 710 12&5 030 134.9 594 108.5 030 123.2 081 94.0 SW 1122 670 84A 830 104.4 602 75.9 830 90.4 1168 632 830 91,5 649 54.2 030 04,1 649 47.4 030 91.1 019 60 to 132.1 757 144.0 650 HOX 757 119.4 630 94.3 76T 105.9 024 SU 767 96.1 614 734 757 69,1 608 46.0 757 642 400 55.0 757 79.0 593 47.2 Tb7 74.2 $91 41.1 757 762 59f j 721n 101.7 838 fOB.O 662 61.8 414 91.0 $b 727 630 40.1 570 63.0 436 722 521 50.5 034 40.5 514 60.9 SM 02.3 508 424 538 57.2 500 38.3 838 55.3 497 31.0 436 $6.2 497 W 74 N 64.5 671 90.4 496 72.1 571 74.4 460 S. 571 47.4 479 64.1 571 @OA 471 J8,0 371 655 401 43.2 671 51.8 459 SBA 671 17.0 451 30.0 ST1 44.0 447 27.0 671 H.6 448 Z •- 78n 80.4 642 63,4 474 88.7 542 7pb 405 57.1 542 82.1 458 60.4 542 SS.7 419 4{.4 642 Si.O 442 40.4 542 47.6 417 33.1 542 429 429 28.4 042 40.8 425 25A 642 40,1 423 Z 901. 52.1 407 63.7 301 43,4 407 45.4 355 372 407 39.6 349 325 407 35.3 311 2&9 407 32,1 378 20.0 407 29.8 111 21.7 407 26.1 327 1aA 407 24,1 322 14.3 107 23.0 119 Z Ip 2 r" Be N 42.0 354 44.1 320 35,6 350 37.2 314 30,7 358 32,4 309 28.8 35a 28.0 304 g356 3% 21.5 354 24.0 290 17.0 358 21.0 280 14.1 35410.2 264IO283 30.652&! 283 26.9 261 21.5 263 226 24} 14.0 263 19.9 244 237111N . 207 211.] 242 21.1 287 23.8 230 19.0 287 20.8 215 177 267 1&3 231 226 Q' [V IN In 220 228 22.3 200 18.3 220 18.8 205 15.7 229 10.2 202 F- X TABLE 48 Q..- Z C) O ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table lbs g � /ANCHOR CAP \_ 9ub4TyK 2wConctWs 3.61,Conn. Itpo-CMU Reed CMU PT Wood Me1-1 (DP,)X\ I ANCHOR CAP.,,, � „3 dlc Eko 1/4'SS Eko 5l1G Eko 1/4'88 Eko 010 SIM YI281eW s1281ed MULLION CAP.,,,,,,.,, ARChOrCRpPttttama DIsla e(in) 3/18'EkoUlbacon 114'EkoUluecan fAt�on 114'EIooUlBacon 1lPEkoUl4acon AW.ratar UNacon AppreCator Scrns(0513crow06) rw_051 USE THIS FORMULA TO OBTAIN THE*ANCHOR Edea q,tanco(hl: I' 2-Irr r 2.112• 3-110' 1' 2-Irr I' 2.1rr Y 3.118• r 0.48• 0.54' 0.224' CAPACITY REQUIRED"CORRESPONDING TO AN Emtte6ndnt tlnT 1-314• 1.314- t-374• 1-14' r t-1174• 1 1-1/4' 1.1/4' 1-u4' 1.114• IA/4' r 1.3ty I1+8' n,lee ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclnae�{.75'Min.O.C.ISIeMa<d or ousel qlp lFq,13 390 Poi 1801D*450V. 011). 1644164 27010. 2B0Ib, 541W 74016, 3/410. =1b, 341 Bm 44210e766093 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Annie-a I.IS Ma O.C./Stm td(ot 0mel)CSP IN;.23 4800s 740® WA WA WA 38016$ WA WA WA 0214, 6851 1120 2u CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AMItWe 3'Mln.O.C./RI Zs5 Atpk pips r(Fq.7k 740 Sd 78010, 0111 1898169 51p Ib, Shp Ibe WA 180 ro, M414 182 W t1201Da MULLION,IT WILL YIELD A MINIMUM ANCHOR 2Amtnre 445•MN.O.O/U171p,Nt..f2Y Alum.(FIp.41: WA WAWA WA WA WA WA WA WA WA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/ZZ i2t 57 105 Ors 105lb. 51b, 82116, I3516s 140IM 177 @d 370 me 187108 170 Wa 221 Its 260IM ADDITIONAL ANCHOR OPTIONS FROM THE O.CJ F-Qlp 4Fq.87. 240 N, 35011WA WA WA 18014. WA WA WA 74I Bu M21ba SBOO>9 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT RAVISBD u complying wilh Iho Fitsid71 FIGURE I: FIGURE 2: TABLE NOTES: auitding Cod. %6�0w&.03 --- Acceptance No • • • • 1.000' Enation--f #-- xp1'2.OA1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By�'Illlrn • -,• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, Mta2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. ` FIGURE 3: `N3,�0 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21.23. 2.750' ti\GL'IJS� •.. rr HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `t • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `' No,58705 " J ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _T L CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '6- '_�� TZ{? Inv- PINE FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.125' r' S ATL-OF kI/ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �,{'�•,• fiLOR101' • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75"X,650'MULLION C�s� .• CYC • --I�� THE MATERIAL#10 8 412 ANCHORS INTO W004 MAY BE STEEL.18 8 S.S.OR 410 S.S. 1'3,1011A1- / I111111�'t1 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A a Mullion Capacity Table IbaMl? x� ' Opening Width(for vertically-sparvirg mUliorL9)or 0polling Height(for h3lizortaly-sparring mUWom) C 501n 80 in 701n 6o in 90 In 1100 In 120 In 1401n 180 in p Rocte.guiar 1"Minno. Raclanpdar Traprril"g. R.,langular Ti-p/Tdm U. Raclen9mar Trep`rdan9• RectmgLd TinpRdmng. Raclenerder TrapMang. Reclen0uiv Tiap716ang. RaclanguIs Tnep/rdeng. Raclangular Treprid.g. q 1"x3.125"x Loading Loadng Lasing Lwdn9 Loadm9 Loafing Lwd.g Lmgd g Laadory Laedry Loadni; Loodng Loadrq Laadng Loading Lmft Loedng Loadig Sy. .500"Alum • • £ ,�,.. £ .F�-, a F x x a a LL Ln Tube Mull "' 8 B �, �, 71 N o 421n 170.0 820 170.0 435 170.0 744 170.0 470 170.0 588 170.0 SOB 170.0 082 170.0 $19 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 J W 481n 170.0 708 170.0 524 170.0 050 170.0 504 170.0 902 170.0 630 170.0 1133 170.0 001 170.0 1275 170.0 077 170.0 1417 170.0 600 157.7 1571 170.0 080 135.1 1577 170.0 060 110.2 1577 170.0 580 0 _ 50.6251. 170.0 747 170.0 563 170.0 BBB 170.0 631 170.0 1040 170,0 604 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 1413 1495 170.0 756 121.5 1465 170.0 756 100.1 1195 170.0 756 W 54 In 110.0 781 170,0 012 170.0 DOW 170.0 681 170.0 1116 170.0 754 170.0 1276 170.0 803 186.1 1401 170.0 837 149.5 1401 170.0 856 124.0 1401 170.0 501 100,8 1401 170.0 001 93A 1401 170.0 eel U) 601n 170.0 055 170.0 701 170,0 10&1 170.0 797 MA 1168 170.0 070 138.7 1158 167.0 028 123.3 1150 166.6 917 111.0 1158 149.7 910 92.5 1150 144.5 003 79.3 1156 144.5 WS 00.1 1168 144.5 003 F- J 631n 170.0 070 170.0 745 159.8 1049 170.0 850 177.0 1048 155.5 880 116.8 1048 141.7 048 100.5 1048 132.0 836 95.9 t049 125.5 626 79.9 1040 119.3 020 60.5 1040 11Q9 819 59.9 1048 118.9 819 y 601n 160.0 955 170.0 769 130.0 955 151.3 801 119.1 055 133.7 768 104.2 055 121.4 775 82.0 955 112.6 765 83.4 955 10&4 757 68.5 955 09.8 749 59.0 055 98.7 748 52.1 665 98.7 748 z Wu g �� nn 120.5 003 131.8 097 107.0 803 111.9 881 91.8 007 101.1 070 80.3 801 91.2 059 71.1 0W 83.0 BIB 812 003 78.0 842 $3.5 803 n3 832 45.9 003 09.6 818 40.1 003 89.7 927 fn Z 701n 108.2 721 114.1 620 87.0 nt 87.0 018 78,0 721 85.1 605 65.3 M.. 95 60.7 721 70.1 550. 64.0 n1 854 579 45.5 nt 50.4 568 30,0 721 58.8 581 34.1 721 58.1 563 J J 761n 101.0 BBI 105.4 589 &.2 081 69.4 587 723 661 75.4 576 03.1 567 56.1 684 64.4 556 50.5 664 59.0 551 42.1 604 54.1 641 36.1 684 51.3 gag 31.6 ON 50.6 534 Z 901. 85.0 614 87.0 456 61.8 614 67.3 410 17.0 Sif 60.0 440 41.1 33 36.5 514 40A 427 71.9 614 17.3 !11 17.4 514 33.0 412 213 61! 30A 406 20.0 614 79.0 407 001. 54.2 452 55.1 404 45.2 162 47.0 398 38.7 452 40.0 J90 3,19 301 30.1 151 72.8 376 21.I 152 30.3 J73 12.0 452 28.0 385 19.1x 0L, aOil in 30.1 357 381 322 31.7 357 32.7 317 21.2 357 26.4 312 216 300 21.1 357 21.7 303 19.0 337 20.8 208 15.9 351 16.0 203138 757 182 207 110 357 150 1117 W111 in 35.1 330 35.8 308 20.2 338 10.1 301 25.0 338 26.1 286 21.9 202 19.5 338 20.0 268 17.5 338 19.0 204 14.0 330 10.5 2701201n 27.7 268 28.2 203 23.1 289 23.7 259 19.6 289 20.5 250 17.3 252 16.1 260 18.3 240 13.9 780 14.9 240 11.0 269 12.0 240 9.0 168 11.4 230 6.7 289 10.! 232 U X Q O O a ' z T73 rn TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 It 0 AnchorCe act Table Iba ANCHOR CAP.,,e,,,,, Ssdalal¢ 2.71 Cnrncme 15k Cane. Ndbw CMU F&CICMU PTWWd Md2 (DP,)X( )=ANCHOR CAP.,,, n�-, 6116'Elco 111'es Eko 6115•Eko VT BB Elco 810 bled 61261.0 912 sleet MULLION CAP.,,,,,,,,,,, AnehorCllp Patterns pa atc ElcOunram L4•Ekauluacon uuacm 3116'Elco Uanzon 1/4•EkoU11-1- AggeGdor Uaracm AggreGAor srml(m)scnv(0t7 Scr¢n(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Mime On) 1' 2.112 V 2-0.2 3-170' 1• 2-VZ 1• 2412 z 3a/w 2 0.48• 0.51' o.324' CAPACITY REQUIRED'CORRESPONDING TO AN Elrnednmd n 1514' i-&-r 15x4' 15'P z t-v4• 1-v4' 1-174• 1-v4• 1414• 1-174' 2 tare• talc tales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 0 4.75-MIR O.C./W mmd aOmel Clip lR9 11 3w i0s 39D 93- d50 me 890108 MAI 1- 270 ms 280 bs 364 ms 7401- =AA 916 t- 3{t®s 4421ee 7cA m0 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 ArcOvs 01.15•Mh O.C./SImWm(Or Onsm)CUP 0992) 4Bo lbs 700 ms NIA WA N/A NIA 360 ms NIA WA wA 60.2 to eBs g0. 41.40 I- CAPACITY(FROM THE TABLE)OF THE SELECTED 4 ArMt M@T Mtn.O.C./ 3-S ArgleCgn/(9g 3) 7801os iBO ms 690 ms 15M me laxibs bag les SW Bs NIA 7601- 19921- E82 es 0.56 ma +1201- MULLION.IT WILL YIELD A MINIMUM ANCHOR ./UC ,m1a.12Y Alum.�Ig 4) WA WA NIA WA wA NIA WA NIA WA WA NM WA 1.73 ms CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcror/Fc8p(705) 1951- 10.5106 3-5 ms 44565 827 os 135619 mk8 177les 3701- 479 me t70au 221 as �o me ADDITIONAL ANCHOR OPTIONS FROM THE 2 Antrum®1.18.66.O.C./F4:8 0 2101- 3501os NIA WA NIA WA fog ms NIA WA N!A WA WA 311 ms 1121- C6o 939 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PROmplyi g 01h R D m complying wiW ilio Ftaldk N1.000'�I Building Cod. 6 1 -.5218.03 NO FIGURE 1: FIGURE 2: TABLE NOTES: 11.4Acceptance D.1c aD'll 10. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Mi Dada Product 11 tt111111/I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.125' \��\pN'1 14 1/ FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �' .•'.�,1GCNSe, '•,'P TIL�� • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. -`T:;r No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500' - �5L,CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED -T ---0..'•FIGURE 4: FIGURE 5: FIGURE6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' f� , � THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X 3.125'X.5'MULLION ;��/,�,'•.,•FLOR1p1�•' (i��� LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION) <<S, THE MATERIAL.1110&N12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. I7I/IS,)ON O-1`��\ A.LY�Jw&L1ER,P.E. FL P.E.#58705 TABLE 8A a Mulllon Capacity Table(Ibsfie) '� r��• . Opening Width(for tenica*sparrirg m1Akm)of Opening Height(far horizonta ty-spamhg mullone) �r lib In 60 In 1010 W In 0010 too 01 12010 11010 100 M dd O Reci.ngukr 'Raglewlt, Re ungmar T0AFIld n0. Reets a4w TrzWWmig, Rectanoder T.Pint ng. Rectangular Trap..,, Reflmgder Tmpt(eazg. Reelo o.). eeefTdmg. Rect.,ad r Tteprildenp. RectaOgldar hapTdsrrg. 1K4X.126 Lou(sg LoadnO Ladn9 loadn9 LO.dng Lowing l.oadn9 Lau3n9 LOMtnO Loedn9 Ladng Loading Loadrg Loadn9 Lowing Leedag Lnedng Lowing oYn U Num.Tuba @• TO , �� fiEd Mullion t1 � � � d r � � d �� $ �' � � �f � a a 6 fr b a� �. a. fr 5 •-�'a W _ a 1 1 ,1 2 � it I III I z � N 421n 270.01 620 170.0 436 170.01 744 1170.0 478 170.8 888 570.0 6011 460 992 170.0 4tH M179.q 1118 570.9 521 {70.0 1240 11'0.8 521 170.0 1488 570,0 421 145.8 1489 170.8 621 127.8 14W 170.0 621 $2540 In iTao 709 170.0 624 170.0 850 170.8 604 170.0 992 170.0 830 570.0 1137 170.0 661 170.0 1274 170,0 677 168.3 7307 170.0 680 130.3 1303 170.0 680 111.7 1303 1711.0 Sea 97.7 170.1 170.0 lima S bOb26In 17011 747 170.0 683 170.0 898 170.0 631 t7P.0 1048 170.0 864 170.0 1196 170.0 723 WA 1235 170.0 747 140.5 1235 170.0 7W 117.1 1235 }70.0 766 100,4 1236 170.0 736 81.8 1236 570.0 758 it� 4111 -.o' 04N 170.0 797 170.0 612 IIOA 656 170,0 891 170.0 1118 110.0 164 164.4 1158 170.0 6113 737.2 1158 170.0 837 123.6 1166 170.0 668 1928 1186 170.0 alit 68.2 1156 17tl.0 881 77.2 1168 170.0 Bdf DO O )_ 601n 170.0 885 170.0 701 166,7 1042 170.0 797 142.9 1012 161.1 632 12S.1 1042 110.7 110 111.2 1012 M&A 601 100.0 1042 130.2 791 63,4 1042 1281 782 71.6 1012 125.1 762 02.6 1012 123.1 762 Cmp 6310 1704 030 170.0 745 161.2 992 une ate 129A 092 144.4 709 t13.4 M 131,0 782 }00.6 892 121.4 786 00.7 882 114.6 768 76.8 902 108.4 745 ale 992 108.0 144 58.7 892 108.0 744 6844 166.8 047 1 110.0 780 1374 017 1160 788 116.1 917 130.3 788 103.4 947 117.7 752 gL0 047 1067 736 62.7 917 100.2 727 68.8 047 95.1 713 69.1 1 017 94.0 711 61.7 017 91.0 711 Z (A gg� mm 7210 135.0 640 1427 737 113.2 649 121.6 721 97,0 bf0 196.8 708 84.9 B{B 861 6961 766 a49 66.7 586 87.9 649 62.7 676 69.9 640 18.7 639 48,6 649 72.6 862 426 648 724 861 LU{j.S eW 76fi {18.6 762 120.7 665 98.3 762 102.6 852 82.6 762 00.0 840 72.2 762 80.8 620 81,2 J24 747 820 e7.b 782 60.2 8}3 48.1 782 62.a 692 41.3 752 68.8 b97 36.1 762 59.4 485 Q d 78 In 106.8 724 111.4 634 89.0 724 944 621 76.3 721 02.0 609 68.6 721 71.4 699 50.4 86,1 691 63.1 721 67.1 683 44.5 724 67.] 513 3111 724 64,3 667 33.4 7N 67.6 665 Win 88.8 64] 71.6 411] 664 613 60.7 474 10.7 6A 62.0 466 43.5 643 47.1 4d6 38,6 42,8 Ib2 34.8 643 JB.b +411 260 6.47 34.9 436 24,6 543 321 430 21.7 $43 70.7 428 Z Cf 9610 67.3 478 We 427 47.6 478 49.7 419 40,9 478 432 412 35A 478 36.5 400 31.4 478 34,6 400 28.7 476 320 395 219 476 26.1 386 20.5 478 25.6 360 t7,9 478 241 376 �¢ � • ma3 ggp tOB In 40.3 377 11.1 341 33.6 377 31.8 736 28.6 377 30.0 330 26.2 377 28.8 325 22.4 377 24.0 321 20.1 577 220 317 18.8 377 10.0 310 NA 777 17,1 301 W U0 gr fit b 3).i 357 37.8 323 Jq.9 357 71.6 318' 28.5 357 27.8 313 232 357 21.4 309 20.8 367 22.0 305 {65 357 20.1 301 15.4 357 17.4 204 113 120 to 263 398 294 278 24.5 306 28.5 2N 21.0 308 25.7 270 16.3 306 487 267 18.3 306 17.3 263 x -4- IM In 17.0 212 172 108 U TABLE 511 Ane or Ca act Table Z m0 ANCHOR CAPACITY ADJUSTMENT FORMULA: Iba ANCHOR CAP.,,„„,., fiubatrate: 2)kCOncrei0 3.6kC0nc, HWwvCMU FdwCMu PT wood Meii (Oi„)X( )=ANCHORCAP,w, '1 Stili•Elco U4.86 EKo 611W Elco tr4•SS Elco 070 Steel 612 steel 912 Sled MULLION CAP.,,•,,,,,, Anchor Clip Pattern6 Mc6a Type: 3tt6'Eko Ultmcan tM'Etea Ulaacat Ulbxan 3'1s'rw LRUM0n 71e Ek.116reGen A99mGelm 1008006 AagreGstor 8emv(G5)Bcrew{GSy Swow(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge D*1e000lin): I- I 2tn• I f• 2-1rr 5 ire• 1• F 2-1rr r I 2arr r 3.1 2• SAW 0.541 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN "besHlent(w). 1.3414• 1.34141 t.ar4• Sar4• r 1.14• t-t74• 1.1141 1.1/4- 1-14141 f-Ire r tare• 11-ant' weea ACTUAL PRESSURE REQUIREMENT FOR THE 2M.!,mW 75•MIn.O.C.}Stmdmdor 011++1 C#p(Fig.162): 390 V. 396 the 4501b6 690U 1014 lbs 210 lbs 280 IDS 3541bs 74090 374 He 604 lb. 948lb$ 341 ft 442 Its 560@. OPENING,WHEN IT IS LOWER THAN THE MULLION 4AW-Wfe 022YMtn.O.C.7St.Nlard(erObet)Me(Fig.37: 700 b. 7009* 5808xi 14101to 052 b. 78A Sop 11"f WA 630 lbs WA $80 The WA 61122* 085 tM 1120b. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 .no.a 1.IV Mn.O.C.r Stentlerd(w Obeli COp ffq.4Y gall Iba 14001bs WA WA WA WA --7a-0-It. WA WA WA WA WA 1363106 1710 le. 2240 W MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchots�3'MOs O.C.1(219�5 Algia Caps t(FI0.5): 7600* 780 b. B W 15001be tatteM 540145 580160 WA 760874 748 Ile See in. 1892 b. 6529* Set Its 1120 bs CAPACITY WHICH MAY BE USED TO QUALIFY 6Anmtm 93•Min.O.C.1(2)2.5 Ante ClIP3 I ft.6): 1170 lbs 11101os 10201b. 234DIb3 264410.+ 8109. 8401b. WA 1140th 1172 Wa 13201bs 283916+ 1022 bs �11EVXW 1880 Iba ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchxa 4>t 045•Mbr.O.C.t Ut3p,inlo.125'Alum.{F.7}: WA WA WA WA WA WA WA NIA WA WA NTA WA WA W 7430 Ott ANCHOR CAPACITY TABLE. 2 Awhom 02.26•Min.O,C1 F131p(FIB,8Y. 350W 3501b. 2911. '05 ltd 476 Ib. WA 280 let WA 31510. WA 4401W WA 791bs 21b. 5811Ihs PRODUCI'RF.VIS[D 4M0hore I.IVMLn.0.CJF43tp(F9)e)' 4811 Ws 790 t1xi WA WA WA WA 38011* WA WA WA NfA WA e@29u 85 t6. t1201W as CUMPlyin6 With the FlDfWb NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -•1 1.000• f--- �v` 'aa11TiD1(vpZ18.O•j M Expimlion lhte /j(y�t TABLE NOTES: By FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Mimi d0� • • • • • • • • • 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. ��`'h�OlaEN•',tll� iii 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •��••''y\C' SF •F'P 000" ••��( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEB SHEETS 21.23.HOLES 4. _` ��''� h1�3.511'1116 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW FIGURE b: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. l'"7 •�•� t it :- • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED '•� STAI'EL; • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 13E PRESSURE-TREATED YELLOW l �� •,ti, .126" fi•'-•.•1=tO.... ,.. SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8083.76 AND BE A MINIMUM OF.126'THICK.STEEL � Crn •• •• �t2`:` ANDSTUS TO BE 38 ALL R CINIMUM HOR$INTO ME AL SHAE 33 LL,EMEND AT LEAST W THICK(18 9 SCREW THREADS.STRUCTURAL EEL TO BEAT BEYOND THE MATERIAL•#10)& //'"r1 St ANGLE CUP(FIGURES 588)MUST BE USED IN PAIRS. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S,S.OR 420 B.S. 1"X 4"X.126• A.LYNN MI�I.ER,P.E. MULLION FL P.E.#58705 TABLE 7A 9 v Mullion Capacity Table[bate �g^w Opening Width(for tenica0y-spamitig mullions)or Opening He)gtit(for hoftontaay-spanning minions) iNti���f 501. 60 in 701n 601n go in 100In 1201n 110 in 1001n YI By p Rtctane0lar UapJTd,np. Rettanp.4ar TfwTdang. Ractmrgalar Lep/7din9. T I X4 X.376 RectaOpWK LapiTdanp. RettanpWar Lapalataa. Rantnugiat Lapding ftesfe.gukv Frapfrdon8- Rnotarpt4ar TtatJrdanp. Rcc2anpWar TragTQang. Ct tnaMp Loodng Loadnp Lang Laadng Loadng fnadng Lowing L0adn9 L.Mbv •Ladng Loadnp Loadrp Loadnp Lo�np l.oedng Latbnp L6adng pY4 Alum.714ba B 2233 g.T., r �,, r r _ yb3 _ r r_ _ r _ _ _ pr6 r^ i _ d Mullion 1 11 1 g ffi 6 1 111 �' I 25 I� � N �� � - 11111119 7 11 2 1 I I 113 I a 1111 11 z 9LCO � Z {yJ 421n 170.0 5220 170.0 1 435 170.0 7M 170.0 476 170.0 880 170,D 600 I 170A 992 170A 518 1170-01 1110 170.0 621 170.0 1210 170.0 521 170,0 1408 170.0 521 170.0 17M 170.0 621 170.0 1003 170.0 521 L 481n 170.0 708 170.0 624 1170.0 950 170.0 6W 170.0 992 170.0 830 170.0 1133 17D.0 861 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 000 110,0 1983 170.0 ego 151.8 2024 170.0 BBQ 50.026 to 570.0 747 1700 603 170A 096 170.0 63S 170.o 1046 170.0 854 170.0 1193 170.0 723 170.4 1345 170.0 747 170,0 1494 170.0 760 17OX 1793 170.0 The 188.0 1010 t7oA 758 136.6 1914 1700 756 � Of 6 U) Wln I7 0.0 797 170.0 612 170.0 956 170.0 891 710.0 1110 170.0 764 1760 1215 I70,p 503 170.0 1434 170.0 637 170.0 1594 170.0 856 169.0 1799 170.0 WI 137.1 1799 170.0 081 120.0 1799 170.0 061 ca O Q date f70.0 085 170.0 701 170.0 1063 170,0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1694 570.0 900 155.6 1619 170.0 1033 t28,0 t619 1700 1063 111.0 1619 170.0 1083 97.2 1619 t70.o 1083 (gyp 631n 170.0 030 170.0 743 170.0 lti6 17{1.0 830 170.0 1302 170.0 840 170.0 1408 170.0 1015 558,7 1642 770.0 1478 141.0 1612 170-0 5{22 H7.5 t642 16&6 1168 100.7 1612 187.8 1187 88.1 1642 567.8 1157 J 601n 170.0 974 170,0 7BB 170.0 1108 170.0 807 170.0 1384 170.0 1002 1808 1472 170,0 1080 112.6 14J7 106.6 1140 @6.0 1472 165.0 1130 107.1 1472 07.0 1108 9t.6 1472 1460 1104 60.3 1472 146.0 1164 721n 170.0 1063 170.0 870 170A 1275 170.0 1009 150.0 1320 186.2 itOi 1320 t320 140.0 5082 ii7,3 1320 f37.8 1060 103.0 1320 525.8 1049 08.0 1320 117.0 1024 76.4 1320 112.8 7017 88.0 1320 1lZ.6 1012 70 in 170.0 1122 170.0 937 119.0 1764 159.0 1013 128.2 1184 139.8 981 1122 f!W 126.7 970 �.7 !fW T3.4,2473 89A itW 147.5 862 74.6 t1W 97.H 933 84.1 1161 8A1 927 301 518/ 92.3 925 j Z 761. 166.1 1124 170,0 957 130,1 1124 147.0 966 115.6 1124 128.8 947 103.5 1124 115A 931 92.3 1124 no 1124 66.5 906 84.2 7124 89.0 600 69.3 1124 04.3 gat 31.8 1124 .&ll 576 Q •••I 90In 508.1 Bii 117.5 750 90.1 644 W.3 770 77.2 844 82.1 724 aT.O Wi 77.3 712 86.5 844 W,0 844 81.4 883 45,0 544 W3 878 30.6 644 60.0 068 33.8 841 47.7 062 Z Q a 001. 88.1 742 ef.6 @&1 712 742 77.2 832 03.8 742 87.2 041 55.7 712 68.6 911 49.5 742 44.6 742 49.0 a 37.f 742 43.9 600 31.0 742 30.5 690 2La 742 37,6 684 Fa-• 1q sz O pCi k'ie 1001n 62.0 588 83.9 630 62.1 506 53.0 521 44.7 808 40A 513 39.1 580 41,4 607 34,0 6011 31.5 500 313 182 26.1 606 39.6 401 22.3 695 25,8 472 19.6 580 21.7 466 L m L S iffin STA 535 88,8 603 48.0 686 49.6 405 41.2 M 42.2 467 38.0 b3S 38.0 480 32.0 666 28.6 555 31.3 487 24.0 883 27.7 467 20.6 855 24.7 {48 fdD 355 22,4 442 � )( a x 1201n 46A 475 40.4 173 35.0 476 38.0 120 3Z6 473 77.7 420 25.5 473 29,0 414 26.3 475 20.5 401 220 475 24.5 4W 19.0 470 21.1 395 10.7 473 IB.7 387 14.3 475 17.2 701 F- 1441n 25.4 370 16.7 306 22A 330 22,4 1 301 1 mi; 330 19.3 287 IB.b 730 17,0 x03 U X < � p TABLE 7B a Z s� Anchor Cavadfir Table W51 ANCHOR CAPACITY ADJUSTMENT FORMULA: °1 x0 - IY mlY Sobaimte: 77k Co. we 15k C.N. Hal-GNU ANCHOR CAP.,,",,,,., Finad CMO PT Metal {DP,,,}X{ )=ANCHOR CAP.,,, 3118'Ebo 111'68 Eko 5118'Elco 1M'88 Ek0 610 S19a1 0129tee1 012 Steel MULLION CAP ,,,, ARChorCllp Patterns Anctpr TYp� 3fie•Eka lBbatan fM^Eko Umaca, UBacm 77t6'Ek0 ta0oaan 114'Elco uitr.cm AppinOata UPM*- Ap2r.Gatar Sn..r(05)snmr{cii Straw(05) USE THIS FORMULA 70OBTAIN THE*ANCHOR Edge Dide..tent r 2-Mr r 2-112` 3.1/8' r x-172' r 2.11r r 3-1/8' r 0.16' 0.W 11.324• CAPACITY REQUIRED'CORRESPONDING TO AN Em6edrnml tNk taro' faro` f-314^ tar4• r 1.6- s 1/4' I-t7A• 1.114• 1.114' 1414' r tare• f-ara• ted.. ACTUAL PRESSURE REQUIREMENT FOR THE 2 A.cflon®175'MIn.O.C.I stonOard or OBsel cup(Fq.15x1 390 pre 390 In, 450 lb, BD015 1644100 270160 28015 354 IN 74015s 374 im 664 lb, 9701. 34115 442104 58015 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchas972smin.ac,/sww d{nroase0cnp{Fig Too ft fipms seams 141015 -i-52-r" N/A 560 we WA ex I. WA B9o15 WA 6921s US It. 1/20 roc CAPACITY(FROM THE TABLE)OF THE SELECTED 8 AnchOn®1.1s•M1.o.c.l stealers(oroae00-p tFq,q: eao ms upo 15 WA wA wA WA 76015 wA WA WA WA WA 139315 11701b3 2240 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arkh0W4ty3'k8n.a.Cf(2)205AgI.C1p11(Fq.3): 78o n0- 76oms saolh issol5 t59ow 540 t5 58000 WA 7Bo R. 748 ft -abolm 1892 lbs 882 t5 ass lbs I inoma CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchma®r MIa O.a t(2)2r3 Anpk Glps l(Flo,6): 117015 117010 1027 m0 234015 2944 W 81015 '-We 15 WA 1140100 112215 13201, 28391b0 1022 ma 1327a. use ms ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amtrma O 0.45'Min.O.C.f U{3ip,880,125'Alum.{Fq.7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 e» ANCHOR CAPACITY TABLE. 2 Anthea 0.225•Min.O,CJ F{21p Isq.et 35015 33015 29010- 7051, 47815 N/A 28015 WA 31515 WA 44015 WA 71115 442 lb. 560 I5 PRODUCT REVISED 4 An-hm 0 1.15`Min.0.C1 F-C Up(Fla.9t 480ms 70000 WA WA WA WA 350 It. WA WA WA WA WA 882 m0 885 ma 112016. ns cumplyiug with We iltaid9 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Cod. --� 1,062` f-- --•� 1.000" f-- Acaplena N616-o218.c3,1 B pint• Delo 2x321 TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By FIGURE is FIGURE 2; FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Mian'Ih1da!'mduct • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t f I I I I I t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��� �A 4YNN • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE .tom .�r SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000' SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ Nu.6670:; FIGURE 5: FIGURE 6: FIGURE 7: ::: • • • + 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND :•�iQ- Y 6 I.0 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE :- • • • + PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045• r rl .375' .375" i tt-"'' •'.,,..•''• THICK{i6 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.525'THICK A36.ALL ANCHORS -{� �:,/��`s/(ry(�1\l 1 X01 ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4'X.375' I 1'X 4'X.373• A.LS'NIVIMILLE'F�,RE. INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. 'T'-MULLION MULUON FL P.E.#58705 TABLE BA Mullion Capacity Table Ibsttl% a u, Opening Width(for vetGcattyy-sperW mullions)orOpening HelgIll.(for hoti2ordalyspesningmUBons) C z 50 in 60 F 7010 no In 90 F too in t20 In 1401n 160 N 1.26"% Raelang�ar T.apRdan@. tisotan0alar 7raiYAbng. RadaOgniar TraprTBang. RaOtangWar 7rapt0fart9. f4eatefs@s4ar TmptOtang. lta0tanpaer hap'Tdang. R4etm241a TrapRaeng. Roctangla 7ropt7rWng. Redan9aiar TraAROan@. 4 3.166"x Loadn9 LOadna LOadnp Loadnp Loatlinp L.oadD9 Loading Loadn9 Loadnp Loading Loafing Loading Loadno Loading Lm9np Loadnp Loading Lo.&fj oy .266'Alum _ fig' _ _ ({'.. _ _ _ _ _ _ >`•' Tube Mull ' �• S �' �' � {R� 6`�` � A` ` � c tV g _ fez SL 4210 I 170.0 1 020 170,0 43S 170.0 744 170.0 478 170.0 868 170.0 500 170.0 992 170.0 510 170.0 Ilia 170.0 521 170.0 1240 170.0 6211 170.0 1458 170.0 521 170.0 1735 170.0 52t 161.6 1789 170,0 321 J 4810 1170.01 706 170.0 324 170.0 050 110,0 58,11 170.0 992 1 170.0 630 170.0 It33 170.0 flat 170.0 1273 170.0 577 170.0 1417 170.0 680 154.5 1616 170.0 600 1132.7 1645 170.0 650 115.1 1540 170.0 6B0 501min 170.0 747 170.0 083 170,0 B99 110.0 Sit t70A 1048 170.0 881 170.0 1185 176.0 723 1702 1346 trite 747 1@7.0 1488 170.0 768 530.2 1406 170.0 768 1119.3 1468 170.0 756 104.4 1466 170.0 760 N Win 170.0 I8T 170.0 612 170.0 956 1750 691 1)0.0 1116 110.0 781 I70.D 1275 170.0 &U 183.1 1376 1)02 837 148.8 1376 17ep ase 122.3 1316 170.0 661 104.8 1376 170.D 881 91.7 1370 1)0.0 881 LU Oh 0510 170.0 885 170.4 701 170.0 1053 170,0 787 156.8 1158 170.0 878 190.0 1156 181,4 030 123.8 7156 166.8 010 111.2 1158 130.0 012 02.7 1158 144.0 005 70.4 1168 144.8 005 89.5 1156 144.6 905 UJ 110 81 in 170.0 930 170.0 745 tWI 1051 170.0 850 137.2 1051 IMS 892 120.1 1451 11420 W6 106,7 1051 132.3 037 90.1 1051 125.7 830 bet 1051 110.6 922 60.6 toal 510.t 0211 1102 1051 119.1 821 681. 167.1 957 170,0 709 136.3 067 161.8 805 110.4 937 134.0 790 1W.4 957 1216 777 92.8 057 112.8 767 63.6 057 106.6 759 elle 957 100.0 750 59.7 957 941.0 710 152.2 057 811.9 746 Z 7210 728.7 ON 135.2 Still 107.3 804 1162 6W 94.0 604 101.3 671 80.4 504 91.4 600 71.5 6W 61.1 650 W.4 604 76.8 W3 63.5 804 72.3 633 46.0 844 69.9 028 40.2 804 58,6 020 , 76In 149.4 722 114.4 630 21.2 722 07.2 616 78.2 722 85.3 8{6 68.4 722 76.7 390 80.8 442 70b 358 61.1 722 83.6 Sao 45.8 722 19.6 610 38.5 772 66.7 053 34.2 722 582 484 ' N b 7910 101.2 60.5 1054 600 W.4 885 54.41 59B 727 866 78.6 677 83.3 665 70.6 685 882 055 81.6 660 50.8 865 00.1 filo 42,2 663 W.3 WS 38.2 8B5 51.4 637 11.6 883 80.7 636 H N00 In 63.8 813 88.0 4ST W.8 515 67.5 4{S 47.1 615 Sg.t 441 41.2 316 N.7 134 38.6 513 40.0 128 33.0 Sib 37.4 42Y 27,3 316 33.1 413 23.3 515 30.1 407 20.6 513 2g.t 461 z X Z 9 6 InW.3 453 55.8 404 45.3 463 41.1 397 30.8 463 41.0 391 33.0 453 36.4 SBS 30.2 463 33,0 379 27.2 463 1414 374 22,6 463 28.6 388 10.4 453 24.3 360 f7.0 453 229 350 � coro519 rn cco 6 38.1 358 38.0 323 Sia 368 32.8 ate 27.2 356 20A 313 230 Sia 25.2 308 212 356 22.7 3W 19.1 356 20.6 3W 15.0 350 10.0 293 y ri 35.1 330 35.0 308 2P•3 336 30.1 3011 25.1 336 26.5 217 22.0 338 232 203 19.5 338 20.9 289 17.6 338 19.1 263 X 27.0 280 28.3 204 212 290 23.8 280 19.8 200 20.6 258 17.4 2911 182 253 16.4 2P0 18.4 2{9 � 16.1 201 18.3 166 Q ~- 2 0 0 Q.. rn TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA; w AnchorCa aG Table jibs) `ANCHORGAP.,b,,,,, sulsuala 2.7k Comma 35k Ca7C. H00m CMU F4fed CMU PTWood MHm (DP,)XI �_ANCHORCAP,,,, 9fs Elio V4-SS Eta S/16"ECa u4•si Elco 556 sfEa 612sfee 4412 s1ce1 \MULLION Anchor Clip Patterns Antra Type ars Eito U8uto0 ua'EKOUlracan ubacon itis,Ste U8r8con v4•Etc UltramAffoGa* uttracm .005050055 Sc-(G5)scra.fo5) sera.1115) USE THIS FORMULA TO OBTAIN THE*ANCHOR Eoge 01stame on) V 2-112' 1' 2.112' 3.AP 1' 2-U2' 1' 2-112' T 34tV 7 0.48' OW 0.1x4' CAPACITY REQUIRED'CORRESPONDING TO AN EmbMnmt n 1314' 1514' Nit ,V4- lav' r 1.114• 1.14• 1414• t•ur t-i//• 11.4/4' 21 tan• ta•e' 11.141% ACTUAL PRESSURE REQUIREMENT FOR THE 2 Antnom @ 478 Wn O.C.I Standard a Obet CUP(He ty 390 W% 390 Its61b% 890 tis 1644 bs 270 ms 280 M 314 IDs 740!m 374 b% 664140 946 Its 341105 442 Ile 060 mfi OPENING,WHEN IT IS LOWER THAN THE MULLION d Archas @ 1.15'MF O.C./Siarktald a oDu4y 1110 2y 483149 705114IA WA NIA NIA 380 NIA WA WA WA NIA ffi2 lbs 865 bs 1120 ft CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arctom@ T Min.O.C.1(2)Wit Angle COps/5)83)' 78D I6s 700 Its1os ISWWs 1896 bs 540lbs 5W Its NIA 7ee14 748 Ws aw I4 189210s 611214% 885 ba 1120 b5 MULLION.IT WILL YIELD A M INIMUM ANCHOR SArcttle 0.45'MIn.O.C.tUC�.iNo.12r1AhsmlFq NIA WA NIA wA N/A NIA WA NIA WA NIA WA WA wA WA 143005 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aml or/F CSp 019 5) nfe. J. 2d5 bs 445 bs 82214 135bs 140 US 177 lbs 37014 167 b% 332 1t. 473105 170644 221 U 260 m% ADDITIONAL ANCHOR OPTIONS FROM THE 2.0011141 a l.tg Min O.CfF•C {Fi 6y 24014 30514 I WA I wA WA NIA too td NIA WA WA WA wA 34130% 442. 560bs ANCHOR CAPACITY TABLE. IIRMIICT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. w cmnplyina with the PID1id6 Baiiaing Code FIGURE I: FIGURE2: F^1.250'•-•1 Ac.'aar% TABLE NOTES: Exirmtoo Date • i • ` 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By� ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miami 141x5/ct III 111 111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: �` Zn ' '••<<(. �r, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'156• t L,r.1-N3�C •'• ANGLE 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. Nu.587)b ' BE USED .265" IN PAIRS. NS.HOLLOW AND G OUT•FILLLLED CONCRETE BLOCTES:CONCRETE K SHALL CONFORM (CMU)SHALL ICON ORM TO AST301 OM C-S0.WOOD SHALL L1} P Gp FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '!� 5'Ci1 C U'• :•t i!_' 6083•T6AND BEA MINIMUM OF•126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ;('��,'•,,FLGF101+,.' 1.2$'X 3.186'X.205"MULLION -9 ,045'THICK{16 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL (t-it4"VF MULLION) �r,,��h'j •• �1\.`` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. AAII(�NAII.. 1,11, • #10 ANCHORS INTO WOOD MAY BE STEEL,18-8&S.OR 410 S.S. A.LYNN IMIICLH,P.E. FL P.E.#58705 TABLE 9A Mullion Ca sally Table(Ibelft7) Opvnln0 Width(forvertlanIVepannhlg mullions)or Opening Height(for hodzontaW-apaming mullions) 5 50 in 60 In 701. 801n DO N 1001n 120 in 14 In O 1.261(3.26 Recianlletar TmpLTdenp. Racdo.9plar Tmprrde.g. R-I.INur Trapr1dew. Recl.ng.I r Tmp'Tdan9. R.cwn9.Nr TmpiTosng. Reewwwr Tu pirrtang. RoclanaWw Tmprrdan9. Root.", TraNTmng. R..I..9WsI Tmp/Td,rp. d Loe66q Loadrg L.dng Loading Load4q Leading Lading LomSp loadrg Loadrp Loa0N9 L.adoq Lesdrq L.adng l.4dN9 l.adYrg Lmdn9 LwdnB �a.' c� a.100 Alum. aq Tube p� �' p� � � p� p� p� g�' [.1. �• `� � � � toNJ?N 170.0 870 I70.D 435 170.0 711 170.0 176 170.0 066 170.0 608 170.0 992 170.0519 170.0 1116 170.0 621 163.3 170.0 521 127.7 1118 170.0 521 109.6 1110 170.0 521 95.6 1176 110.0 521 0 4S1. 170.0 700 170.0 fit/ 170.0 850 170.0 504 167.8 978 170.1) 030 116.1 97a 170.0 661 13D.4 978 170.0 677 111.1 170.0 680 97.6 978 170.0 600 83.6 910 170.0 880 713 078 170.1) 600W50.875N170.0 117 170.0 .1 170.0 806 170.0 031 1503 927 170.0 604 191.9 027 165.5 708 117.2 927 159.1 699 105.6 150.3 6Be 87.0 927 166.3 695 76.4 921 1563 895 65.9 $.17 88! U3 6/1n 170.0 707 1700 811 164.5 BBB 1700 691 112.6 069 161.0 803116.9BBD111.8 080 10.1.0 089 1N.0 600 92.7 170.8 851 17.3 669 128.8 652 66.7 869 176.6 052 61.9 052 BON 143.2 740 163.8 634 110.4 746 1]7.9 620 102.] 140 117.6 000 805 746 107.0 599 79.6 746 101.0 692 71.6 as's 587 69.7 745 93 607 51.2 118 87.1 663 14.0 609Ir]e1N 17].7 877 132.0 679 107.1 077 11]7 086 BB.4 677 100.1 655 77.7 877 91.1 616 88.7 877 857 679 BI.O 61.0 631 61.0 017 77.0629 N.7 677 76.1 529 JB.T 57➢66In 101.6 617 114.1 670 89.7 817 97.6 SID 78.9 611 80.3 500 67.3 617 78.3 600 59.6 017 72.0 494 63.0 68,7 459 44.8 817 84.4 483 38.4 617 63.7 482 33.6 482 QW.82.8 518 87.1 450 89.1 616 74.7 440 50.2 618 85.2 432 51.0 616 68.a 425 40.1 510 54.7 419 41.4 50.7 111 ]1.5 676 48A 408 TB.B 610 46.0 105 70.0 40570N70.6 465 71.7 406 58.7 465 02.5 308 509 /a6 61.8 300 44.1 465 48.4 384 38.2 465 45.3 318 15.2 465 42.2 371 29.4 465 ]0.3 367 25.2 465 36.5 364 22.0 303 Z 76 N 65.2 441 Bao 367 61.3 441 67.7 379 48.6 441 50.8 372 40.8 441 45.4 306 36.2 441 41.6 380 32.6 441 30.7 358 21.2 441 34.0 N9 739 411 11.1 318 20.4 441 327 >Afi J BDN 47.4 332 4].a N6 35.4 M2 97.0 289 30.3 337 32.3 284 26.6 332 28.8 2110 23.6 332 28.1 276 71.2 337 24.1 277 17.7 332 21.3 786 15.2 332 19.6 282 113 372 16.7 200 ¢ 0 s- r BBN 35.0 211 35.9 200 29.1 201 30.3 256 25.0 2D1 76.4 267 71A 791 73.6 340 19.4 281 719 214 17.5 201 10.6 241 14.6 791 11.1 238 12.5 201 15.0 232 t00N 21.0 230 26.1 208 21.6 230 21.1 205 17.5 230 16.3 201 15A 230 19.2 IBB Q to 11 W O 111 in 220 216 73.1 117 189 216 IDA 104 18.2 216 like 191 11.1 716 11.9 IBB N C4 R 0 1206, 17.9 107 162 170 t1,B 107 16.3 161 In N U CiIn ¢ O O Z (q d mO 3-0 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 m0' Anchor Capacity Table jibs) ANCHOR CAP ANCHOR wo BWSIreta: 2.71 Colonels 3.59 Cmc. Hallow CMU Filled CMU PT Waal Mehl OP..)X( )=ANCHOR CAP.,,, 5110'Elm 11P 66 Elco 6110'Elco 1!d•SS EkoN 612 steel 812 steel MULLION CAP.,,,,,,,,. Ambartype: NII Elm Ullreean 114'Eke Ulbecan 3r78'Elm Ultmcon 174'Eico Ulldum Anchor Clip Patterns UD�m a99mGe1a Uilrmm AppreaaNr scmw(G51 smaw(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dislarie.gn) r 2-172• 7• 2-112^ 3.1w I' 2-lir 1' 2.1/7 2' 3-118• r473 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(N' 1.314' 1-318• 1-3'4• 1314' 2^ 1.114' t-ila• 1-111' 1.1/41 1411• 1414' 13/8• Uule6 ACTUAL PRESSURE REQUIREMENT FOR THE 2Arwhora®4.15•Mat O.C./Slapdard"Offset Clip[Fig.I}W90Mzb3 4501bs 8901es 1814 63- 210103- 280 Ms 154 Ibs 7401bs 374 I. 664 Iba 442109 5wtho OPENING,WHEN IT IS LOWER THAN THE MULLION /standard(or 011ael)1)M iFip.2} 5, WA WA NIA WA 3801bs WA NIA WA WA 6851. 112069 CAPACITY(FROM THE TABLE)OF THE SELECTED /Aldan®J'MN.O.C.1(2)2a5An91e CIIoa i(Fig.33 . ONLos 15601ba 16986e 54D Ila 5601bs WA 760169 746158 SBO n. BBS Iba 11206. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchoos00.54.69n.O.C.I UL11p,Nm.100'Atom.(Fig.4} WA WA NLA WA WA WA N/A WA WA WA 050 Do CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anotar/F alp(Fig.5): l. 225158 44565 11221. 1356" 1401. 17710, 370 its IB71. 932 221 Ite 2806. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 1.15•MN.O.CI F-Clip .e): 1M N/A WA WA WA too Ila NIA N/A WA WA3116s 8121. 560109 ANCHOR CAPACITY TABLE. PRWUCT REVISED m complying with da Florida Buildurg(:ods FIGURE t: FIGURE 2: 12010' Accapmam No*"m'18'O15 TABLE NOTES: U.'Pimlion Dara QO2 • ® • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ByMI Dario prod ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I I ICoo 11 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, Ly 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR MCT DIMENSIONS,SEE FIGURE3: 3.260' a�,••'�(CLNJ1: ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _V. � tJo,;1070b _ IN PAIRS. �� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .100' rr,, ' L'-- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL :-"L) g W 111': FIGURE 4: FIGURE 5: FIGURE 6: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �' A;'. 6063-T6 AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,,I, Ol �4J .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125'THICK AND A36.ALL i ( •. • I-lei ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25•MULLLILL X ON X.100' �r�S"/U #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1 B-B S.S.OR 410 S.S. / N,Ll� 1 A.LYNN MILL2♦�,P.E. • FL P.E,#58705 TABLEIOA Mulllon Cepecity Table(IbeRta) F Opening Wdth(forvelticaly-6parang mutions)or Opening Height(for harizolte9yspenring mullions) 50 in 601n 701. 80 In 90 m 100 in 120 in 140 N 160 in LLO Raetvgwu Treprld . Reclan9Jar Trrp/7uang. Reampda Tnap7dang Raeunpulm Taprrdrng. RanerpWr Tnp/Tdrng. ludenpiv Trapf7darg. Raungalu Trap1Trwg Ractm9ul11 Tnp/Tdang. Raelrnguar Tmp/himg. p 116%316 Loading Loading Loafing Loading lnadop loedag loading Loading Larding lnoding Loading Lording LaadN I.Wi.9 Loafing Iaedi,g Loa0ia0 larding �Y %.024 v Alum.Tube. .F ..^ .� �.. 5 'H �.. � .� ,. •8 §� .2 .B �.. •E .. E .�,. 5... 8`. el �f .� � - .d .E � Mull s it �A a �e � a� i e� 3 �€ : tre G� �� �t a � �� �� g e �� w u u u u u u u u u u u u1- u u o1- u u •s m o s5 s1- a fig a �5 2� � 5 11- 3 �€ �� �€ s e Its ;e �a as as 'i J2 a � fa y fa as fa �a �� fa f� fa d fa =s fa d �a � as �� �a s as zz 421n t10.0 620 110.0 435 170.0 744 USX 476 110.0 660 170.0 506 1100 992 170.0 519 170.0 1116 170.01 621 170.0 1210 110.a 621 170.0 1488 110.0 621 170.0 1735 1700 521 170.0 1907 170.0 521 481n 170.0 Toe 170.0 671 170.0 650 110.0 564 170.0 992 170.0 630 170.0 1137 170.0 651 170.0 1276 110.0 671 170.0 1417 170.0 US 110.0 ITaO 1700 650 159.7 1979 1700 600 145.6 1979 170.0 NO J W 50.626 in 170.0 747 170.0 563 170.0 1196 170.0 631 170.0 1046 170.0 684 INA 1195 170.0 727 170.0 1345 170.0 711 170.0 1491 170.0 769 170.0 1793 170.0760 157.5 1917 1700 766 137.6 1077 170.0 766 g � 541n 170.0 791 170.0 612 170.0 956 170.0 191 170.0 1116 170.0 764 110.0 1276 11'0.0 603 170.0 1434 170.0 831 170.0 1694 110A 0S5 156A 1769 170.0 661 131.1 1759 110.0 661 117.3 1759 170.0 851 m �p 601n 110.0 885 170.0 701 170.0 1067 t70.0 797 170.0 1240 110.0 010 170.0 1417 170.0 944 161.1 1511 170.0 995 145.0 1511 110.0 1033 120.0 1511 170.8 1067 103.9 1511 1 N 1063 90.6 1511 Voo 1053 F (m0 J 67 in 170.0 930 170.0 746 170.0 1116 110.0 050 170.0 1302 170,0 940 166.6 I7f0 170.0 1015 1392 1370 170.0 1076 125.7 1370 16/.0 1082 1 N 1770 165.9 1072 09.6 1370 165.7 1070 70.7 1370 165.7 1070 WW £ fi61n 170.0 974 170.0 769 110.0 1169 I70A 907 155.6 1246 170.0 1002 1362 1248 168.6 1013 121.1 1710 117.1 1000 108.9 INS 139.0 989 90.5 1240 1]0.4 978 77.6 1249 129.0 976 68.1 f7A6 129.0 916 Z (n 72 in 167.8 1049 170.0 870 179.9 1049 150.2 592 119.9 1049 132.1 075 104.9 1049 119.1 660 872 INS 1093 640 83.9 1049 102.7 078 69.9 1049 94.3 825 59.6 1049 912 620 62A 1049 91.1 020 3 76 in 142.1 941 149.1 Sri 119.9 911 126.0 805 101.9 041 111.2 791 89.2 941 100.0 771 79.3 941 91.7 766 71.4 941 66.5 757 59.6 841 11.6 144 51.0 041 71.0 737 41.6 Ni 77.3 736 lL i 78 in 132.0 891 t37.6 787 110.0 894 016.9 761 94.3 904 102.4 767 02.5 604 91.9 740 77.3 B94 04.1 730 66.0 891 78.7 T21 66.0 B94 70.7 707 41.1 e91 67.0 101 41.3 094 66.1 698 Q C 901n 65.9 611 00.1 $95 71.6 611 74.9 665 61A 511 Z406 .7 671 50.2 566 47.7 671 62.9 666 43.0 671 45.8 551 All 571 13.1 639 30.7 671 39.7 S3I 26.9 671 37.9 626 (Np Q N O 96 In 70.0 590 77.0 627 69.0 690 fi1A 518 60.1 690 3 590 47.6 602 79.7 690 47.0 494 75.4 690 39.6 408 29.5 690 343 AIR 25.7 690 71.6 459 22.1 590 79.8 IN )�.. )( Z W 1051n 49.7 466 50.8 421 41.4 466 175 414 35.6 466 1 466 32.9 102 21.6 466 29.7 395 24.9 466 27.1 391 20.7 466 27.5 382 17.8 456 21.2 315 15.5 496 19.6 710 N Soill In 45.0 111 46.1 100 ]61 Int 39.3 393 72.7 411 6 441 30.2 782 26A 111 21.2 ]76 22.9 141 24.9 372 19.1 441 21.6 767 16.4 041 19.] 356 11.7 441 11.0 ]51 Wth1201n ]6.3 370 70.9 04130.2 778 31.0 779 25.9 775 .7 3711 23.7 329 20.1 771 21.3 726 18.1 378 19.5 321 15.1 378 16.7 ]14 x (n lit144 in 21.0 262 212 242 17b 262 118 279 15.0 2G2 L.1 N Q 17 Z TABLE 100 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCepeclty Table jibe) ANCHOR CAP.,,,,,,,,,, Su091m1fl 2.7k trNCrdO 3Sk Conc. NtlfOw CMU F01e0CMU PiW000 Mdd (DP,)X( )eANCHOR CAP.,,, W'e' le Elco Vd'ss Ek0 Nt6-Eko 1/4.65 Elco 810 Siad #12911-5 012 SIMI MULLION CAP.,,o,,,,,, AnehorCllp Patterns Anct%r type 3116-Elco tnmcan v4•E7counracon le,con 3116-Elroueram v4•Ek°u0mcon Aggl6ar<a Uemcrn Agg1aGulor Scmw(G5)SCrW(G5) Screa(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E Olslarce on) 1• 2-1/r i• 2•tlr x116' t• 2-vr t• 2-vr r 3-1/c 2 5.45• 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmblO en n 1-W4" 1411• 11-4• tar r 1-111• 1-1111• 1.114• 1-tic 1-114• 1-v/• r tag• 11-6- vales ACTUAL PRESSURE REQUIREMENT FOR THE 2axrom49 1-.76-Mtn 1-.c.rSmroam 1-00504 clp(Fig fy 99011 390m 450105 600 nm 1611 Is 270 Jos 2B0Im 354 ms 740 Ile 1711 m9 G64164 wsun 341 I5 412106 56011 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arenas®1.15•MIR o.6-I StwWnI(a OnSel)Glp Tl 4 4BO WS 700 fro NIA WA NIA NIA 38D Me NIA WA NU WA WA 682Ibs 895 I7 1120935 CAPACITY(FROM THE TABLE)OF THE SELECTED dArcIps®3'Mm.O.C.I(2)215 Argle Clps/ gay 760 Is 780 is 680101 1060 me 1810031 Now 560 I6 NIA 7601 be 7/8031 em lm 199211s 6021bs 865ms 1120075 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arctma®0.5PMIn.O.C./U�llp,Inlo.100•Alum. q4y NIA WA NIA WA NIA NIA WA NIA WA N/A WA WA NIA WA 950 R1 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archorl FCup(Rg 6) 1Wtin 105073 225 ths 445110 0721. 13611 too Is 17701 3701b6 167101 3]2105 473 Ib1 voles 221 lbs 280 Me ADDITIONAL ANCHOR OPTIONS FROM THE 2Mcrom 01.1V MIRO.0/F4:0 961 24011 350 Ie N/A WA N/A NIA 190 I1- I NIA WA N/A WA WA 341101 442 I6 E60 101 ANCHOR CAPACITY TABLE, vR1y7UCT REVISED as complying wish the Muddle Iluildhrg ActtptmcC 1110 ��( FIGURE 1: FIGURE 2: TABLE NOTES: 1.250' EA lmtlon Dwe t • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR• INFORMATION• Ry ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mlam Dada t'roducl \\11111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \;�`UN`(L•••„ 11//�r�i� FIGURE 3: ::�'•'.•'`\GEINSE '•.�n ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' •t _ 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. IN PAIRS. ? _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 307 SPECIFICATIONS.HOLLOW AND -)- ,0•:G' / - FIGURE 4: FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G80.WOOD SHALL 624' .•'1 �. v ••JyJ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �• y r TL' I - A L • 6063-T5 AND BEA MINIMUM OF.100•THICK.STEEL STUDS TO BE AMINIMUM GRADE 33 AND-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT -'lam`.•'•.!'Li)f110F`••' (% �� ANCHORS INTO METAL SHALL EXTEND AT EAST 3 SCREW THREADS BIEYOND TCK AND HE MATERIAL. 1.25'X 3.25'X.624• /��'/7S``�C)f•J/�I••��\�`�� � r/r NiO 6 012 ANCHORS INTO WOOD MAYBE STEEL,I6-S S.S.OR 410 S.S. MULLION A LYNNIK41LL�R,P.E. FL P.E.#58705 TABLE 11A Mulllon Capacity Table(lbaRll) m �3 Opening tAldth(forvoAlcaly-spenNnO mWiom)or Opening Height(larhoitzorta8yspanNng m1dfiow) 7� 5 son 601n 70 in 90 in 90 in too in I 120. MOI, 16Din of 126%394 Rxb�ular TrapR3iang. Raclangdar Traplfn..D. Radangdu Traprrdang. Seelmgular Trapfril.g. R.dangdar Tni riang. Raclugdar Traprr,". Raclengular hapridong. Patlengdar Traprrda.g. Reclangdar Tup7rr7aip. d Loading Load' Loa' Loadn Loath Leading Loading Landing Loading Loading L.o& Load" Loading Loading tainting Loading Loading Loading 2.324 u,p dap g rq B nB 0 OrN 0 0 M 0 0 da16 0 �Y La Alum.Tuba E E,. Pu.. .F E §,. -$ .. .2 .�� § �,. H" S5 •H �.. � 5-, �,-. � •�,. § H •E .. •9., 111 Mullion It it� & 1L e�. it 11. 3 g€ € w yuu u u u u u u u u u u iao u u ue ua u u u 5 I z0 "gym 421. 110.0 620 170.0 435 170.0 741 110.0 {7B 170.0 868 170.0 606 170.0 997 170.0 619 170.0 It% 170.0 621 170.0 INS 170.0 621 170.0 1488 110.0 621 170.0 1735 170,0 $21 170.0 1983 110.D 521 48 In 110.0709 170.0 S24 170.0 050 110.0 661 170.0 992 170.0 530 170.0 1133 170.0 661 17o.D 1276 170.0 677 170.0 1411 170.0 680 170.0 1700 170.0 600 170.0 1983 170.0 680 170.0 2267 110.0 680 $0.6261. 170.0 747 170A S63 170.0 896 170.0 1 631 1170.0 10(6 t70.0 684 1 110.0 1196 170.0 723 170.0 1345 170.0 747 170.0 1494 1700 766 170.0 1793 MD.0 766 MOYO 2092 170.0 766 170.0 2391 170.0 756 g O 641n 170.0 191 170.0 512 1MIA 956 170.0 691 110.0 1116 170.0 164 110.0 1276 170.0 603 170.0 1434 110.0 831 170.0 1594 170.0 656 110.0 1913 170.0 061 USA 2231 1100 561 160.2 2403 170.0 061 m O F- 60 In - 601n 170.0 865 110.0 701 110.0 106) 170.0 191 1170.0 1240 170.0 578 110.0 1411 170.0 944 170.0 1591 170.0 996 170.0 1711 110.0 1033 170.0 2126 110.0 1063 148.31 2163 110.0 1063 129.0 2163 170.0 1053 H U) J 63 in 170.0 930 170.0 746 17D.0 1116 170.0 060 1 170.0 1302 170.0 940 00.0 1485 170.0 1015 170.0 1673 170.0 1076 170.0 IBM 170.0 1122 1569 2060 170.0 1169 1345 2060 1700 1171 117.7 2060 170.0 1171 g W $$ 6SIn 170.0 974 170.0 US 170.0 1169 110.0 903 110.0 1361 170.0 1002 170.0 1650 170.0 ION 170.0 1753 170.0 1155 170.0 1940 110.0 1210 1430 1966 110.0 127fi 122.6 1966 110.0 1286 IOT.2 1566 170.0 1266 d L1364Z m 72 in 170.0 1063 170.0 Ol8 1100 1275 110.0 1009 170.0 1466 170.0 It26 110.0 1700 170.0 1228 154.1 1734 110.0 1715 011.7 1734 169.0 1786 116.6 1134 155.9 99.1 17]1 150A 1]52 Bfi.1 1771 150.2 1752 o 161n 170.0 1122 INLO 937 170.0 1346 170.0 1080 168.6 IVA 170.0 1209 141A 1566 165-2 1205 131.1 1556 1616 1266 117.9 1556 111.3 1261 993 1656 128.3 1229 611 1556 122.3 1219 73.7 16M 121.2 1216 J 0. Z i701. 110.0 1151 170.0 961 170.0 1381 110.0 1115 155.8 1417 169.3 1246 136A 1477 162.0 1224 121.2 1471 139.1 1206 109.1 1417 129.6 1191 90.9 1477 116.9 1169 77.9 R77 110.6 I/68 68.2 1171 109.3 1164 Q 90in 142.0 1110 146.5 986 116.4 1110 123.9 960 101.6 IIIDff94 8.8 1110 96.3 936 78.9 1110 57.5 922 71.0 1110 60.7 BID 59.2 1110 71.3 591 60.7 1110 55.6 878 44.4 1110 02.7 870 Q p7 p 961. 111.0 915 120.3 012 97.6 975 ID1.5 Bd6 B7.6 eTb3.2 975 75.5 829 65.0 975 71.2 017 60.5 976 65.4 11413.. 976 57.1 759 41.0 915 62.] 716 366 976 49.3 767 Q X Z 108in 02.2 771 81.0 6% 666 711 70.7 6B5 60.7 7111A 771 61.7 661 167 711 18.0 655 41.1 771 44.9 ]/J 771 30.9 83Y 29A 711 35.0 621 28.7 P1 ]2A fi12 � o'It an 75.7 730 17.3 661 63.1 730 65.0 650 61.1 1307.7 73019.9631 42.1 730 45.0 622 77.9 730 11.1 31.6 730 35.6 600 27.0 i3D 31.9 689 23.1 7.1201n 59.9 624 61.0 669 49.9 624 61.2 660 12.06217i.S71 33.2 644 33.3 621 33.3 537 30.0 621 32.226.0 826 21.7 619 21.d 6N 74.6 609 16.7 621 22.6 501 [L XE1111. 31.7 d37 35.1 400 28.9 133 19A 396 24.8 13321.7 433 22.4 385 19.3 473 NO 391 11.1 d33 182 U N Q az gg m o TABLE I IB ANCHOR CAPACITY ADJUSTMENT FORMULA: TS € mzz(r AnchorCapaclty Table(lba) SuDstWer 2.7K Co .d. 3.6k C=. Hollow cmu F10d CMU PTWOod Melia (011-:1 XANCHORCAP... ( )= 5113•EICo 111'SS ECo 5116•Elca 1/r S9 Elco NIO Slcd e12811el 012 Steel MULLION CAP.,,a,,,a, AnchorCllp Panama Anctlalype. yts•ERounrsm yr Ekounrccm 3'16•Elco Ullman yr Ezoueracm gg SUM(W) (GS) ( ) USE THIS FORMULA TO OBTAIN THE'ANCHOR U0lacon Aggr8CalDr Ilftwon A naGalcr SUM(97 SUM 8UM G5 Edge DlsWceon) r 241r t• 1 2-117 3.14r 1• 2.117 r 2.112• r 1 3-/rr r 0.15• O.w• oazr CAPACITY REQUIRED'CORRESPONDING TO AN Emb-mt n 1-314• 1-3/r 1-3la• taa• r 1-114• 1-vr 1-114• 1-vr av4' 1-vr r taa• lair vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2A.h-®47MIR O.C.I Slandala UODseI CCp66g.I) 39D 26 390 las 450 2s ago Its 1644 ib6 27023 280 Qs 9151s 740Its 374 ott 661 IED 1116 9s 3411: 44210 r 76o Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q i.IV MI.O.C.I Slen0aid(or Ot%e0C9p Oil 2) 49016 7m On NIA WA WA NIA 350 ms NIA WA Nu WA WA 682 be 08520 112026 CAPACITY(FROM THE TABLE)OF THE SELECTED /AIzMn®3•M10..C.I M 216AagIe Ctpsf(RO 3) 7W D6 700 Me 6802s 150D Me 106325 54029 6601e Nu 760106 748 Fos BBD IED IBD210o 6821bs 685109 1120103 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AncMn®0.54•M1.O.C.r ULlip•Into.1W Alum.(fig 42 NIA WA NIA WA NfA N/A WA NIA WA NIA WA WA N/A WA 1261106 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aroror17FCOp(RO 5) 1052: 195 Me Ewl 4459. 022 IED 13526 IED Its Inas 370106 tel bs 3329: 473 uB 1702: 22126 2B00s VQITIONAL ANCHOR OPTIONS FROM THE 2 Anchor9 1.18•MIR O.CI C 2A016 35024 NIA WA NIA NIA 180 An NM WA NIA WA WA 34126 44216 76020 vCF)DR CAPACITY TABLE. PItOJUCT REVISED m rnmplyin5 with Iho Flud& 1.250' Building CodeAcce1(0.0$5$.0 FIGURE I: FIGURE 2: Expiy an tat 3 TABLE NOTES: Bxpil on Delc �2) • • • 1)SEE SHEET 1 FOR.INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By S • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mim Dodo Froduct .111111117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��r a� (YI 131 I' FIGURE 3: 3.94' �,����' 1C(:NSN '•��%Q ANGLE 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 ' CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 7. BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND _ '• �� G r ILA"- FIGURE FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEE $ • 8083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 324' �) $ .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A30.ALL ANCHORS INTO MET/LL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 41 O S.S. 1.25•X 3.94'X.624' A.LYNN'MILLER,P.E. MULLION FL P.E.#58705 TABLE 12A tt6v� Mullion Capacity Table ibslfts o 3a Opening Width(for ven9cal4"spanni mtlllons)Pr Opening Haight(for horizontally-sperW ng mullions) 33333 ux Sol. 8014 7014 8414 Bain 10014 I20N 140 in 16P to WWWC~C' d Rectangular R. am Raclnngal Trapridang. R60t-oular TIep7deV. Rechngd«r TraptTd-R. Rmt pAw TroptTdang. Red W. TmpRdang. Rectangulm TfWTdan9• Ractan at Tro 2 x 4 X.2b Loading Idadrtg Coeds taading t4adng toadng 4oaQlp L.Ooo wading toadng Loadn Ladm DW plTdanp. Rect«nlMlar TtoyTdeng. o .um. • F$' 9 g Lcamv Lending Loafing 4oadng L-*v L-.I v g 4 aMuillanTube g q lIi 'U ' � d ' T T � 4 �, s 03 42M 770.0 820 170.0 435 170.0 744 170.0 478 170.0 666 170.0 608 170.0 902 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170;0 521 170.0 17'3} 170,0 621 170.0 1983 170.0 521 z FN- 48H 1740 708 170.0 524 170.0 610 1740 60.4 170.0 BP2 170.0 630 174.0 5113 770.0 661 170.0 1213 170.0 a77 170.0 1447 174.0 680 1740 1700 170,4 660 770.0 1883 170.0 880 170.0 2'ffiT I70A 8d0 J ILLJ ll 50.826 In 170.0 747 170.0 603 170.0 Q96 170.0 637 170.0 1018 170.0 864 170.0 170} 1740 123 170.0 1345 170.0 747 170.0 1484 170.0 756 170.0 1793 170.0 760 170.0 2082 170.0 740 17OA 2791 170.0 758 x Min 170.0 707 170.0 872 770,0 858 170.0 682 LLI 170.0 1118 170.0 764 170.0 1276 170.0 807 170.0 1131 170.0 837 170.0 109! 174D 858 170.0 1813 170.0 801 170.0 2231 170.0 661 170.0 25M 170.0 861 601n 170.0 665 1740 701 170.0 SOB3 170.0 787 170.0 121 110.0 876 170.0 1417 170.0 944 170.0 1501 170.0 988 170.0 1777 174P 1033 170.0 2125 174.0 1083 170.0 2479 1t0A foes 100.6 2660 170.0 1063 6 O &11n 170.0 830 170.0 7!6 17D.p 1116 170.0 850 170.0 1702 1]0.0 840 170.0 1488 to 110.0 1015 170.0 1873 170.0 1Ora 170.0 t859 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.0 2553 170.0 1171 F- 83 - J 60 In 170.0 974 1740 789 170.0 1109 170A 003 170.0 1361 1140 1002 170.0 1554 170.0 1006 Doe 1763 170.0 1165 170.0 1846 170.0 1210 170.0 233E 170.0 1276 INA 2437 170.0 %268 132.9 2431 170.0 1288 2 Z) 72h s1oo 1063 1740 678 170.0 1275 170.0 1004 710.0 tree 1740 1028 174.0 1700 174.p t?2b 170.0 1911 170.0 1316 170.0 2125 170.0 1367 145.8 2164 170.0 1480 t244 2164 170.0 1528 109.2 2184 1740 IUD ? (1) m 701. 170.0 1122 170.0 037 170.0 1340 170.0 1480 1700 1870 170.0 1208 170.0 1784 170.0 1322 165.1 neo 1740 1421 148.6 1960 170.0 1505 123.8 1900 late 16M 100.1 1900 154,0 1635 MIM11W 1627 16]1 61 z T81n 50.0 1161 170.0 Del 170.0 1381 170.0 1116 1740 Unt 170.0 1250 170.0 1842 770,0 1389 152.7 i8d1 170.0 1474 137.4 Not 163.1 1600 114.5 16al 147,3 1473 98.2 1001 139.8 1459 137.8 1461 Q J r• Z fpN 174.0 431E t70.o ii 140.7 1398 1540 1218 127.0 1398 136.0 7198 111.8 1398 121.3 1579 98.4 139E 1142 1162 09.5 1398 101.0 1147 74.5 1398 604 1122 63.9 1390 82.7 1105 78.9 taa8 Q ; Z N OBW 147.4 1228 151.6 1088 1221 1228 127.8 1478 106.3 1228 111.2 1087 02. 1229 96.9 1014 61.9 1228 89.8 1028 13.7 1219 824 1018 611 1229 72.2 023 62.7 1729 06.0 977 62.1 BW 108 in 1036 871 145.8 077 8d3 871 60.d 682 740 971 77.2 dig M.7 871 8d.4 d37 675 971 Ot8 82661.8 971 40.6 816 43.1 971 49.0 788 57,0 971 441 782 401 TTiN111 In 95A at0 97.3 dl2 78.6 919 814 ale 601.1 919 70.9 Goes 64 all 629 794 631 919 56.7 784 47.7 919 61.8 774 30.7 919 H.0 748 34.1 919 40Z 742 37.1 732 fn12014 75.5 766 78.E 719 82.9 788 64.5 705 53.9 786 56.0 605 472 740 LB.{ aQ8 21.9 788 NA W7 377 768 40.6 66031.6 786 ]/.9 853 21.0 708 31.0 1 261 831i441n 43.7 848 M.2 504 30.4 bio 37.0 198 31.2 548 319 481 273 648 283 465 213 648 26.3 470 2t.8 SW 22,9 471 183 Gots 1464We 346 77.2 465 i6S 4M U x TABLE 128 Q a O ANCHOR CAPACITY ADJUSTMENT FORMULA: EL mU) AnchorCe ecI T•bin the) g Q sf„) suos0ate 27k C6reable of Conc. "Cow cmu A"'0O CAP.,,„, , 164. FOedCMU 61310-31 Meal {C.„,!X �=ANCHOR CAP.,," S"'Eno 1/4'S6 Eka 316 Eko i/r SS Elco 810 Sloe n2s1aN «1231-3 MULLION CAP.,,, �rc� AnthorClip Patterns Anon Type 5+18.61[0 U61'8cln yr EKog6rdcon BMxan 3'%6.61[0 Uflr¢cn 1N•Eltoubrecon A ggoGa0k u63c n AMM34 r Screst(G5)sera(05) screw(Gs) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Ostarte aN f' 2-I17 t• 2-LZ 3.1f• 11 2-117 1• 2.117 2 31n• 2• 0.48• 0.5r o82r CAPACITY REQUIRED'CORRESPONDING TO AN Embeanml n fair 1.34• 1-314• 144 2• r774• 1.114' 1d/4' 1-trr 1.1a• 1.114• 7 i-w t3'Br vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anctgls®4.75'MIM O.C.i Siar6aa orQRif C9p(Fig td2y 3BD®s 390 We 454 ibs a90 its 1644 g e 270 lbs 284 W. 3M 2s 744 i16 314 os 664 ee gas 96 341 W3 442 Rx 56028 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amnon 02,12,MIM 001 Stannard(or Ol6e1)Cvp pg.sJ 7401M 740 Qn 630 lbs 14as R. 14249. NIA 663 M. NIA 6951to WA amen WA m2es $as Ea 112011 CAPACITY(FROM THE TABLE)OF THE SELECTED 6AMIlors0 i.71'Mal,O.0/St•1011d(Or 016ei)C 979 4) 8M In os4 MUM 4946116 WA WA 705 W3 NIA 790116 NIA WA WA Ie22Im I3271t8 164th MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A CnOM®3'MIn.O.C./ 216Arpb Clips/tng ST 7a0 Ws 7 16 6I WS 156010-3 ION Ws Was 56046 NIA 766116 7491os eat los 1892 as 602 Ws 6a596 1f2o Rs CAPACITY WHICH MAY BE USED TO QUALIFY SAttrGn♦g 3•MOI.O.Gt(2)218Angn C9ps i Ro at mobs twins 1NOWs 234 Ws 2844los n : baa 116 NG /1401ta 772223 132D IDS 2838116 102245 132196 fa801t6 ADDITIONAL ANCHOR OPTIONS FROM THE 7Atkhon®1.3d'MIn.O.C./gCllp.Nlo.125'.02.16.(71977 NIA WA N/A WA IIIA WA WA I NIA WA NIA WA WA WA WA 073 ANCHOR CAPACITY TABLE. 6Artinne464•Mm O,C.JUtbp,Nto,1217 AQ9n.fill B) WA WA NIA WA NIA NIAWA NIA WA NTA WA WA NIA WA 214, 1 � PRO7WCTREVISED 2 AMtnn®266'MIM O.0/FLtip(Flg O) 370 W3 370108 315 Ws 743105 712In NIA 20006 WA 318116 NIA 4496 f0A 3416. 441114 660116 as cempiyinb with dw Fluridl9 3.0111613401 t-77'Mp.O.GtF42pt .101 44323 625116 378763 473116 Nbl NIA 353 Ws NIA 399116 1 WA I WA I WA I 51I Ds 1 6644-3 1 84023 1 Building Code t6^C32) NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Aceeptmie4 too s.a3 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. E.Pirlipa,DW.Rmym DatefAD,21 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: By • • • • • • • TABLE NOTES: 2.000' iran Dodo Product Cm0g4 J • • llllll)/ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR \\\lt • • • • • GENERAL INSTALLATION METHODS. ��O�Lt..:..•.,!Ill(� l,, FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. = 1' • • • • 250• 4.000" -�'""r; tJu ;,6705 • • • • 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 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE c • • LOCATIONS. --•'Tl'. ` FIGURE 7: FIGURE 8: FIGURE 9: FIGURE IO: %f�ti., 0'(/(701 QI' : & ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT « .« • • CMU `il•'•.�L ORIU1, (FIGURES 566) (CMU)SHALL CONFORM 70 ASTM C•90.WOOD SHALL @EPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. i, ...• •\ MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THiCK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK I8 2'X 4'X.25'MULLION • t O!V�1• \\, IN PAIRS. GAUGE),STRUCTURAL STEEL TO BE AT LFAS7.125'THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW I t l 1. 1 • • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 13A Mullion Capitally Table Iba7R2 a tt*n��j Oponing Width(for tenicaly.spannirg mUllons)or Opening Hight(for hoftonlaWsparrirg mUGDns) Id�i ••F 501. 60M 70 to Gob 00 In i00in 12004 140 in 160 In Reewnguler Trep/7nang. Wclmgdor Lnp)Tdanp. RwImadar Tuip7ldang. Reelengt9ar TrepfTdmg, Reclmgslar Traprili.a. R.daeguter Tmprrdeng Roalangular Tra d Raele a O pR org. rgula TwpRdmg. ReclmguWr TraWTneng. 2 x 6 x.26 Lasdin9 Loadrp Laed.9 l0ed.p Loa®tg lnadrg Laaciae Lasting Loadm9 looting Loadrg Loading Loa�g Laa6rg LoadnD Laadno Looting Looting Q q Alum.Tuba Mullion _g8 1 s� 7gT g� � $� g �6 m Sr @ IY `.E� E. 2c dr@ a' 3C t2 3 d@ $ g 2c d�tK d C 8 3 U) 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 008 170.0 500 170.0 982 170,0 S10 170.0 1110 178.0 521 170.0 1240 170.0 521 170.0 1450 170.0 521 170.0 1735 170.0 621 170.0 1053 170.0 521 E 4863 170.0 706 170.0 624 i7o0 850 170.0 504 t70.6 902 170.0 630 170.0 1133 170.0 081 UO.0 f275 170.0 671 170.0 1417 170.8 800 170.0 t700 170.0 680 170.0 1983 170.0 Sao 170.0 2267 170.0 660 J UI 50.62504 1704 747 170.0 683 170.0 BBB 170.0 631 170.0 1048 170.0 004 170-0 1195 170.0 723 170.0 1345 170.0 747 1704 1484 110.0 750 170.0 1793 470.9 758 170.0 TQ@2 1TOA 156 170.0 2391 170.0 756 {(0 54 In 170.0 787 170.0 612 170.0 1158 17Q.0 091 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 617 110.0 1684 170.0 056 170.0 1913 170.0 861 170.0 2231 170.0 061 170.0 2S50 170.0 661 LLI 0 a 60In 170-0 OBS 170.0 701 170.4 t083 170.0 797 170-0 1240 170.0 676 170-0 1417 170.0 044 170.0 1694 170.0 906 170.0 1771 170.0 1033 170.0 2126 174.0 1003 170.0 2479 170.0 1053 170.0 2a33 170.0 1063 ( U) 43 to 170.0 WO 176.0 146 110.0 1116 170.0 050 170.0 1302 170.0 910 170.0 1458 170.0 1016 170.0 1879 170.0 1076 170.0 ISM 170.0 1122 170.0 2231 170.0 1160 170-0 2803 QO.O tilt 170.0 2975 170.0 1171 681n 170.0 074 170.0 780 170A 1109 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1068 170.0 1753 170.0 1155 170.0 1940 170.0 1210 170.0 2336 170.0 1215 1704 2727 170.0 1288 170.0 3117 170.0 1260 Z � ' 72 k1 170-0 1083 170-0 078 170-0 1275 1704 1000 USA 14da 170.0 1126 170.0 1700 1700 1220 170.0 1913 170.0 1315 170.0 2125 170.0 1367 17QO 25W 170.0 14W 170.0 2076 570.0 1629 170.0 3400 170.0 1530 � z g VU 3 761n 170.0 117E 170.0 037 170.0 1345 170.0 1080 170.0 ISM 1700 1209 170.0 1784 ITCO 1322 170.0 2019 170.0 1421 170.8 2243 170.0 ISM 170.0 2892 170.0 1829 170.0 340 170.0 1094 170.0 UN 170.0 17ffi IL U2 r� 18 in 170.0 1151 170.0 067 170.0 ISM 170,0 1110 170.0 1011 170.0 1250 170.0 1842 170.0 1309 170.0 2072 170.0 1474 170.0 2302 170.0 1654 170.0 2763 170.0 1700 170.0 3223 170.0 1177 '0 3883 170.0 1788 J 9091 170.0 1328 170.0 1144 170.0 1594 170.0 MIT 170.0 1859 170.8 i4ge VISA,2126 170.0 7853 170.0 2391 tT6.0 1183 170.0 2856 170.0 1918 1704 Stag t7QA 2125 156.0 3413 170.0 2273 138.5 3413 170.0 2361 Z C O 901n 170.0 1417 170.0 1232 1704 1700 170.0 1194 170.0 1083 170.0 1622 170.0 2267 1740 1701 1704 2550 174.0 1052 170.0 2533 170.0 2085 100.0 3199 170.0 2336 137,1 3198 168.8 2470 120.0 3109 156.1 2426 fa-• �--� �SO 106[in 170.0 1504 170.0 1409 170.0 1913 170.0 1047 170.0 2231 170.0 1070 170.0 2550 170.0 2976 184.8 2701 170.0 2271 145.3 SIMI 161.0 2333 1234 2761 140.4 2201 1*9 2781 125.0 2234 92.7 2761 116.0 2190 N Ji A iH In 170.0 1830 170.0 1454 170.0 IWO 170.4 1740 Ina 2293 174.a 1932 t7o.0 2821 170.0 2149 Ina 2832 te2.3 2215 136.6 26U 148.4 2216 1136 2632 128.4 Mee 97.6 2832 USA 2t28 46.4 2832 100.3 2098 LU X 120 In 170.0 1771 170.0 1580 170.0 7125 170.0 1859 15{.4 2252 ISRD 1001 135.1 7752 UTA 1084 1201. 2252 177.2 1038 18.0.1 2252 118.1 1016 80.1 2252 09.8 1812 772 2252 88.9 1838 07.6 2252 61.4 1508 X 144In 125.1 1584 128-0 445 104.3 15@1 106.1 1425 8a.4 1504 81.6 1407 79.2 1504 80.7 1380 00.5 1584 72,3 137J 112.8 1584 05.7 1358 621 1581 55.0 1330 04.7 1581 40.2 1305 38.1 1681 41.4 1283 Q.04 4 Q Q TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: gg a AnchorCa acl TableUbe) ANCHOR CAP.,_-, Subeiwto 2.7k Concrete 3.5k cmc. Noem7 CMU Filed CAN PT Waal MOW (DP°)X t )=ANCHOR CAP.W w � 51I6•Elcu Ill"61 E110 1N'SSEko 9f09tee1 N12Slat 0126fetl MULLIONCAP.,,,,,•„ AnehorCllp Pattoma AncMr Type: 3118'Elco UIQxm u4'Eko UlvaOm Wbaem 3I16'EkolAOscar 1p•Eka Uluaam Ap9,*G410r IBtmam Aw.Gawr Se7.x(ob)a-(05) a'"(G6) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aewme(in): r 2.1ir P 2-lir 3-1/6• 1• 2-Irr I- I 242` 2• 3.110' r 0.48` 1 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emb.dnent thk 1-W4• 1.314• t.2t4• 1-Y4• 7 1.114' 1-Ife 1414• 1.104' I.IA- 1-17fi r 1-wa' I law iii. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm04.16'Min.O.C.I SWWwdor OBsd CUP(Fig.162): 390 Ws 300 We 4500* 890104 1544 W4 270 Ws 280 IM 35490 740 P. 3741N 684104 946 IM 341104 442 Its 560 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A.0-04.88'Man.O.C.I SWXWd(WOb-11 CB'p(Fq.3k 780 as 160 Ma 900 On 1780 an 3232 Ws 540W 560W 708Os 1460 W. 7440* 1272 On 189263* 602 Q* 605104 112011,4 CAPACITY(FROM THE TABLE)OF THE SELECTED SA hm 01.71•lub.O.C.I Slandad(a OOseQ COp(Fig,1} 11801to Ogg IN 101416, 2595104 WA WA 940 IM WA toes IN - WA WA WA 136304 1770IN 2240161 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Acfakare 0 3'M:rt.O.C.1 2s5A' s I(R9.5): 780 We 780166 86011,4 156016* 18M JIM 540 0s 59003 WA Tao IN 74616. 66011" 1892 IN 0621. US The 1120 Ws CAPACITY WHICH MAY BE USED TO QUALIFY B Anctpre 0 3`Min O.C."().5 Angle Cops l(Fip,61 1560164 1500161 i3S01N 31201N 3792 IN 1000161 1120 W* WA 1520104 1400 L. 1780 0e 3764 IN 1363 0* 1770104 2248 the ADDITIONAL ANCHOR OPTIONS FROM THE 12 An.hm 01.5-MIn,O.C.1JZ)2-5Ar4le Clip,I(Fla.7}: ISSOIbs 21000* 14400.3 3780104 WA WA INS W, WA 1500104 WA WA WA 2045 W. 2664 We 33W an ANCHOR CAPACITY TABLE. YliEI41UC!'RBV{St3D 4 Awh-01.34•Min.04,1 U{lip,inia.12S•Alum.(Fig.O). WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 IN P14mnperRE(ISED lotid9 S Ancha*00.@1'MIn.O.C./Ugip,010 AW Aum.1F19.B): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2081104 Imo---2.000'^! Dulld6rg Cad. 2Anchas04.68"Min.0.C1F-C8p(FI9.101: 30063* 390 Ws 4560e 890 r1" 1818104 270104 280704 35403 740 bs 374 Wa 838104 8486at 541 We M2iM 680 W* Acrcpwrm No 8.03 28046 4 AAclSn 1.71`MU.E0.CjT FCOp(Fig.113 590 WANCHOR 7000* 505 AN 1288169 S T A 470104 WA 533 0* WA WA WA 682 We 005104 1120 roe Pa(plmtl l��' -i•-•4e� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: Dy FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8:FIGURE t4: FIGURE 11: � • • • • • • • •• • • 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. \`NN Clot(1, .• 49jj 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE, • • . • 8.050` , 'i r.' • • ♦ • • •. • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =i; 1,01,51f7OS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE e: FIGURE 8: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �t ll rY ANGLE �'0,'.�• � 0 tb 771, • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEp "•j) s1y�T[p{: (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED Q ` • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.1251 '�• '•r?'Ot(1O!".` (��'� MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AHD.045"THICK(18 GAUGE).STRUCTURAL STEEL TO <1.1 USED IN 1 � • • • • • • • • ,� PAI725. BE AT LEAST,125'THICK AND 438.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 0•X.25' A.t ofgr-A- LYNNULL6,P.E. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S, MULLION FL P.E.#68705 TABLE 14A fp1nq Mullion Capacity Table Ibstfe 2. OpeningWidth(for ter6caRy-spanni Imblons)or0paningHeight(for hod2onlaly-sparcingm1lllons) c!g, i 601. 601n 701n 801n 901n 1001. 1201n 1401. 180 in cip�yf O R4elangulu Trep•Tdang. Rmtargulu TmplTtla a. Rectangutu 7tapr7dang. Rectangular TmPrIftra RealanBllu TrWTeery. Rectangular Tnp da g. Reala.adar Tmp'7dug. Rectangular Tnp/rrionB. Rmlorgulu LaplTnano. 6Y y Q 1.26"X 2.11" Loading Loading LoaNg Loading Loading Loadlng Loadlng Loading Loading Loading Loadlr��$$jg Loading LwEirg Loading LoadlnD l.oadino Loadkg leading xTubeMulln � �• �• � � � U Z �r1442 520 167.0 428 12x2 828 14fl9 419 103.0 526 138.8 414 80.7 629 134.8411 601 526 134.1 411 721 628 1341 411 60.1 626 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 996 403 108.0 333 Bfl5 403 94.7 32569.0 403 88.4 320 60.4 403 81.4 317 53.7 403 78.1 315 493 403798 714 40.3 403 78.6311 34.6 409 7fl6 31{ r. iW 78.6 314CO 823 362 91.0 301 698 382 78.3 294 6fl8 367 71.8 289 51.5 382 87.2 286 45.7 362 64.6 284 41.2 3® 616 791 34.3 361 83.6 263 29.4 362 615 283 257 382 67.5 283 87.6 318 74.1 $7 595 318 84.2 187 495 316 67.1 750 424 318 635 R31 50.8 250 338 318 49.5 249 293 318 49.1 246 21.7 318 491 248 21.7 318 IB.1 T4B llJ p(1148.5 258 57.1 219 41.2 268 45.7 214 383 258 40.7 210 30.9 258 37.2 34.9 234 24.7 256 33.4 203 20.6 258 32.2 201 17.7 258 32-2 201 16.5 268 32.2 201 � (O 427 234 16.0 2D0 35.6 234 3a1 185 30.6 234 34.7 192 25.7 734 746 79.4 188 21.4 234 2fl0 104 17.8 231 16.6 IB3 753 234 28.5 183 114 231 28.5 183 d 68N 37.2 213 39.4 163 71.0 713 331 178 2fl5 213 78.8 178 737 717 77.0 $.1 170 18.6 213 23.7 169 15.6 717 71.2 187 13.3 713 72D 166 11.6 213 27.0 168721. 25.6 179 3D.1 765 238 778 $.6 162 20.4 178 275 149 17.8 778 203 16.7 145781. 2q.3 761 254 140 20.3 181 21.8 137 17.4 181 18.0 13S 152 1e1 17.0 7a In 226 7273.6 133 18.a 162 19.9 737 191 162 17.5 128 Q ~ r Q �0�VV1 p TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z X o3 Anchor CYpacl Table Oba) _ a Z ANCHOR CAP.,„ ,,,, F-00' : st091r41H 2.7k Cmcrele 3.SK COIL. Iloeo4 Cuu FI9ed CNV PT WOaO Mtlg (D )X ANCHORCAP_ In 3 5/16-Eke 114'SSEko N16'Eko VI'89Eko Nt051a1 tllTSleel YI2SIeel `MULLION CAP.,,",,,,, Amt.Typo: 9116 Eko U103m va oco unram 3/16•Eko ueracm v4•Eko Inuum a Inlmcm gtgs4+ator sctw Oso suw w sacra 5) USE THIS FORMULA TO OBTAIN THE•ANCHOR N AnehorCllp PY6em• �mcm Amt 1 ) I ) � X Y Y EqF astarce(h) t• 2.10 r 2-t/1' 3•V6• r 2-tr.- t• 2.1/Y 2• 3-va 7 0.4Y' 0.51• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN F tp (Q Em6eOrlml Ml 1ar4• tare tare 1 c 2- 1414• 1411• 1.114• 1-11• 1-v4• 1-ve 2 t•aa• I-vir tales ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 0j eacmrs®3.6wo.c.7R)2L5aglea4x7 1 7801D7 7BODs ®01tB t5m9u tees lea 51998 56015s w^ 760 m' 749®a Bao lm 1B921hs fi821os 11fl79b 1130 as OPENING,WHEN IT ISLOWERTHANTHEMULLION Q Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED tl m0 s.D MULLION.IT WILL YIELD A MINIMUM ANCHOR ma. CAPACITY WHICH MAY BE USED TO QUALIFY --3 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 1,266'-� I•Hc:DucT RB VISSD x SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, T os complying wiYr the Florida 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1 Duil&g Cod. I�Qzlg•o Acaplanm No FIGURE I: Bxpimli.n Dm 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Fe HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118• IIy FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M' Dela 125' /11111111 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -f. `�11 ``(1;x1 41/, CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T >U ,• F' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.78 AND BE A MINIMUM OF.125' 1 ���',.•'t,�CEfJSC •• 'P ! THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 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) THE MATERIAL.#10&812 ANCHORS INTO WOOD MAY BE STEEL,16-6 S.S.OR 410 S.S. • S -_ FCi ' Sub OP .. A.LYtfW'NIIILL�,P.E. FL P.E.#58705 TABLE ISA Mullion Capacity 7•bU IbeM1 Opening Width(tar vergratiy-apsrcirat mWions)orOponbtg R9lght(for horimntaksparritp mtaions) 5010 601n 701n 800 901. 100 in 120 In It1401n too In LLO Rectongdar Tra".ag. Rectw Wnr Traprldang, Reciangda Ttap7T11a.g- Rectengdat AaptTrintp. R6atangr!at 77ap7Tdang- Raci.ngdir TiaplTOang. Ra"mawal TrAwmang. Raaiangdar Tmpr[dnng. RealMgdu Ttapli0ang. c3.26"30 Wedng Loading Loading LoedOg Ladn�A4•. W.drp Loadng loadng LO"-G 4aedng Loading Loe1Wg �g•Wading londng Laadng Lmdng Wa409 Loadng pY u DEG*AL SAY MULL hl t4210kI 170.0 020 170.0 435 170.0 744 170.0 478 ST0.0 866 170.0 We 570.0 902 170.0 519 f70Atl0.Q 525 170.0 1486 170.0 521 570.0 1738 170.4740 170.0 321 LU µIn 570.0 708 170.0 624 170.4 650 170.0 6B1 170.0 092 170.0 030 170.0 1133 170.0 6Bf 170.0 677 1700 1417 170.0 aW 1522 1671 170.0 68(1 1]0.6 1622 170.0 860 114.2 1622 170.0 06050.82610 170.0t147 563 1700 886 1780 631 170.0 1046 770.0 864 170.0 1196 110.0 773 t70.0 747 164.2 iµ3 170.0 768 536.0 1443 170.0 738 117.3 1NJ 170,0 768 8028 1443 170.0 768 W to 641. 170.4 612 1708 958 170.0 691 170.0 iiia 710.0 764 170.0 1276 1700 6933 170.0 857 tµ.3 1153 170.0 856 529.31333 170.0 661 103.1 1353 iTO.Q 881 90.2 1353 170..0 865 03 C3co 170.0 701 170.4 1083 170.0 797 187.0 1216 170.0 876 148.1 1216 170.0 Bµ 169.8 W8 118.9 1216 552J 924 974 1218 146.1 013 W,5 1218 lµ.1 013 73.1 1218 148.1 913 )- In C) tD83M 170.00 745 170.0 tt18 170.0 860 1602 t150 168.8 033 131.4 1150 161.0 914 141.8 898 105.1 1150 134.2 665 67.6 1160 120.7 871 75.1 tido t26.2 870 85.7 it60 128.2 870 � LU _=-t 68h 170.00 789 152.4 1048 165.8 get 130.8 We 14x8 WI 114.3 t0µ 133,1 650 101.8 t0µ 123.4 838 01.4 1048 118.8 830 702 1048 149.4 821 66.3 1046 IOQ2 818 57.1 1045 1082 Bib Z rq m 7210 U0.09 784 117.4 004 128,0 740 100.6 860 110.6 734 88.0 660 100.0 722 782 880 82.0 712 704 680 $112 703 68.7 680 79.2 693 50.3 8B0 75.5 6E8 µ.0 880 78A Oas W 76M 11871 d90 90.8 790 108.4 078 85.8 790 93.3 653 74.6 790 83.6 632 66.3 7110 IBA W] 69.8 790 7Y.7 835 48.9 790 65.1 824 42.8 786 62,1 819 3TA 790 81.6 617 Z I Q V 78 In 110.6760 155.6 867 8'1,3 760 98.1 8µ 70.1 760 65.8 W2 69.2 760 77.1 421 61.8 760 708 612 66.4 760 116.7 1505 40.2 750 58.4 601 394 759 68.x 6811 144 750 65.6 698 F kC Q � 0 8010 72.1 6W 744 600 BOA 603 024 491 51.6 663 64.6 483 45.1 503 45.9 475 40,1 683 µA 486 30.1 303 40.9 482 380 563 38.2 452 254 663 33.3 445 22.5 563 31.5 µ2 � !n >- w z 88 h 604 495 81.1 µl 40.5 495 61.5 438 42.4 495 µ.e 427 37.1 483 39.0 421 13,0 405 36.1 ii5 29.7 491 33.2 409 24.8 485 29.1 400 212 493 26.8 304 $&a 496 23.0 390 4' 10014 41.7 391 4211 363 34.8 391 36,9 348 29.8 391 MA 342 26.1 301 27.8 337 23.2 301 24.9 333 20.9 361 22.0 328 17.4 391 19.7 321 14.9 391 17.8 316 � 0. 11110 JaA 370 382 335 32.0 370 33.0 330 27.5 370 28.6 320 24.0 370 26.3 320 21.4 370 22.8 316 10.2 370 20.0 312 18.0 370 10.5 J05 U1 Y Y p tq u7 1201. 30.4 317 30.9 289 25.3 317 280 284 21.7 317 22.5 260 19.0 317 19.0 270 t&0 317 17.9 273 µn 278 203 Ud Q7 z TABLE 15B 4 0 Anchor Ca act Tebta iba ANCHOR CAPACITY ADJUSTMENT FORMULA: g mCk S.Wnna: 2.710m,ate 3.59 Caw, Hoaaw CA4U F15ed CMU PT Woo} Matal (pp�" X ANCHOR CAP.,,,,,,,,,, =ANCHOR CAP.,,° Y56•Eko 114'SS Eko Yt0•Eko 514•SS Eka 810 Qta61 #1254.0 612 Suet MULLION CAP-„y„„", Anchor GII Patterns Anchor Typo: 311E Eko UltRaon 114'Ek.NOacon Ulamon We,Eko Uiaecon 114'Eko Macao A Clip pgo0ala Uaranan Appret+ala Dorew(05)Boraw(G5) &tax(175) USE THIS FORMULA TO OBTAIN THE"ANCHOR Ea9a xalmw0 iaa r I z srr t 2-frr 3 itflj270 • 24tr 1• 2•trr 2- 311E 2• 11.46• 0.54' 6,324• CAPACITY REQUIRED•CORRESPONDING TO AN Embndmmt 807 ta✓4• b314" 1.314' 1.14• 7 ro• 5114• 1114^ 1-v4• 1-in• 1.114• r I-wr 1.318' Aedae ACTUAL PRESSURE REQUIREMENT FOR THE 2A.etan4i!6•MinO.c.7(2y2xsAng+agtpar(Fy.t7: 390 be ]aotm 4wDn s96w ttogha _ z6atm 354t6s 74oca 3u 1m 72otm 940 YM 34i FS 44ztm 68o1Ds OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AOcnga Q 3.5'Min.0.C.1(212c5 Angle Qip9 I(Fig,2): 180 01s 7801ha 1901m 18701m 26251bs go 560 18921m b821m 8851m S 120 Ors CAPACITY(FROM THE TABLE)OF THE SELECTED Anolx.sµ2.Tt•M1n.A.C.! 24s A+g19 g>arSFq.si: nzolm 112ocm esD lm nie lm 225404A e4atm wA tris lm wa 1124lDs wA fo2z w6 132795 sag4ms MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. PRODUCT REVISED camplyin5 Mot tiro Flo" TABLE NOTES: m Building " n Lw. Acmptanee 740 I�"4OZIS Q t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pimdan pya ��! SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mi DadaProduct 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 23-23. •125" LYNN Aft rf • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 25-23. �� ?C1p�.• •• lfFj���,a FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -30' ,�•:,.•'4trr-rar.''•;r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3'250• _ o.'+8,10 5 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED .. �,.• .,�"r • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE W63-TS AND BE A MINIMUM OF.125' _ '+� Cr.: THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 30'BAY '`U 78 t itU� LEAST.526•THICK AND 436.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND {AYE OF / MULLION % • • THE MATERIAL•#10 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. (�'�„'••, 'I.ORSO •'`•G`•.` ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. A.LYNN MlLIE�R,P.E, FL P.E.#58705 ' 0 TABLE 16A Mullion Capacity Table Ibeme ** OpenlneWidth(for tertica*spalvin miAiom)ofOpening Nolght(for bodzcaa*sparrirgmWions) 3 $014 0414 701n OD In OO In 10014 120h Uoh IpON W Ractangu)er TrapTdmre. RodpogWr Traptdeng. Bealarigdar TrOP(T OV. Rectangdw TrapTdera Ractanpdv BapTd nc, Ranarptder Teep'7danp. Rcctanpdw TrNYTdany. Renter+near TrepTdang. Realangutar Trap lrlMg. � ct0. 1,25"46 AnadnyyyyyyggB leading Lee LOadn9 Leading Leading leading L-kni; Loading L.d00 Lmdn@ Loading lnadNg Inadnp loodng L.dnp leading Loading 4 AY MULL b� � F T! i �' �• � � � � � �� a �TH, �><m � I H11 1In 11 N U) 421n 170,0 620 170.0 435 170,0 744 17D,o 478 170.0 806 770.0 $00 170.0 882 170.0 678 170,0 1118 1700 521 170.0 7240*85.6 145a 170.0 521 f7d.0 1739 170.0 521 160.3 1674 1740 521 J 40 in 170.0 706 170.0 32{ 170.0 8517 170.0 5M 170,0 992 1740 ma 170.0 1137 170.0 BB1 174Q 1275 170.0 007 flOD 1417 1637 770.0 see 140,3 1837 1700 608 122.6 1637 770.0 800 _ 50.B257n /70.0 747 170.0 SB3 t70.p 888 7740 831 170.0 1044 1740 864 170.0 1195 170.0 773 170.0 1345 270,p 7{T 570.0 1491 5552 178.0 751 128.7 7552 7700 759 170.4 5552 1746 7517 w 51h 170.0 107 170.0 1172 170.@ BSB 170.0 641 770.0 1118 170.0 751 170.0 1275 17,00 807 170.8 1434 170.0 007 153.2 7455 7455 770.0 881 710.8 1455 770,0 Of g7A 5455 1740 811 m p BOh 170.0 885 170.0 701 170.0 10@3 170.0 7PT 1700 1?AO 170.0 07B 157.1 1309 170.0 041 178.7 130p 170.0 000 125.7 111" 103.5 OBI 104.6 1308 157,1 Pat 80.6 1309 157.1 902 78.8 ism 167.1 962 � (A 4(0 CO 4) J 47N 170.0 970 170.0 746 170.0 1118 770.0 830 162,0 1247 170.0 8{D N2S 7247 tBf.S P63 120.7 72{7 152.8 6d5 111.0 7247 144.3 852 06.0 1247 17,02 93B 81.4 1247 135.7 O36 71.3 1247 735.7 935 ltd 7 3 68N 170.0 874 170.0 760 170.0 7789 770.8 O03 116.4 7700 107.7 Oft 129.8 1180 747.0 945 115.4 7190 134.5 028 103.0 1100 126.4 014 60.8 1190 110.5 606 74.2 1100 116.1 Of b.P 7190 176.7 8O3 ,Z EL 72N 101.@ 1010 180.6 877 131.7 7010 1N.8 Bag 116.1 1010 127.2 M2 101.0 1010 111.7 628 59.0 1010 105.6 617 ep.6 1010 96.P 807 07.3 1010 00.6 705 57.7 1010 07.4 700 30.9 1010 87.7 769 3� 70N 737.1 960 743.9 TP2 N{,S 008 121.4 773 98.1 906 107.1 781 83.9 ON 962 749 76.3 008 86.2 738 68.7 904 623 728 67.3 1 806 74.1 718 49.1 908 71.2 710 ;2O 808 76.6 706 :3 7 78N 127.1 Bal 172.6 754 105.9 BBI 1129 770 90.0 601 9B.5 725 70.4 601 @0.5 713 10.5 001 610 741 63.0 801 75.4 @P4 610 581 58.1 -iBI 45A 861 -i;.6 675 30.7 061 03.7 @72 R 00h 82.7 810 66.4 571 00.9 648 72.1 5M 50.1 846 02,9 SSI 81.7 046 SB.t 515 16.0 BIB 60,9 037 41.4 048 47.0 570 348 e4@ 41.5 519 29.5 640 34.2 511 25.9 640 38.6 687 4 m N O 90 in Sax 588 70.1 508 58.6 588 6P.1 189 447 558 51.4 491 12.4 606 45.8 453 37.9 568 45,4 476 34.1 586 38.1 470 28.4 688 33.1 454 24.3 568 16.5 452 21.3 %a 28.7 447 W p � tOBh 47.0 MB IBA 405 IgA 148 41.2 TBP N1 4{0 35,7 3O7 20.9 NO 31.7 387 246 44B 28.0 762 2J.0 N9 26.1 377 240 449 227 7B8 17.1 N9 20A 3@t 140 44O 16.0 356 (7 x 711 h 44.1 425 45.0 365 3BA 429 37.9 370 31.5 425 32A 37J 27.6 425 2P.1 367 21.6 425 24.2 Sat 221 {25 24.0 355 i8A 125 x0.7 350 19.6 425 Ia.S 347 a p N S20N 34.8 ;84 35.5 431 28.7 381 28.4 320 24.8 364 25.6 327 21.d 304 228 317 iB.t 344 20.5 SS3 17.5 364 16.7 SOB U) Q -T44h 20.2 267 20.1 233 18.6 2U 17.7 230 Qg � TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: •�RObC Anchor ca . 71844{b9 ANCHOR CAP.,,,.,,,,,, $ `3 Bulatnle: 2.7k Concrete ].SkCano. Flo9owCAlU Filled CMU PT Wood Metal (DP„)X( )=ANCHOR CAP.- Sttr Elco 114`64 Eka N74•Elce 114•BSEko 010 Steel #128tee1 e12$led MULLION CAP.,,,.,,,,,, AnchorCll Patterns AnOMfrypa 3/18'Eka40tnkm 114"Elcollkrecan Ultracar 3/t0'EkolllBacan Yt;'EkeUNecon P Appm(ietoe U6moon Ap9raGalor 801pW(OS)S."(W) suew(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgo Ctstama pn} s• a+rr r 2-+rr 3-trs• 7' z-f2• r alrr z• s•uB^ r oAs' C. o.324• CAPACITY REQUIRP-O"CORRESPONDING TO AN Emb4tkmant 0n) 1.314' 1.7/4' IJ14" t•9/` T t•1N• t-vP 1.171• 1.171• 1-114' 1.11P x• 1418• 1.39• reMa ACTUAL PRESSURE REQUIREMENT FOR THE 2,0411044495'Mi4.O.G/(2)245 Angle alpsr¢7g.1): 190•. 390 em 4506rs 880700 77004ba 276100 2501. 35/Iba 740). 374 120181 OaS Ma 341)11 442It. --Ore.- .OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Andra{D 3.5*?An.O.G I R)213 Angle Caps/¢4.21 700154 TOp ma 190 as 5610 t. 2a2s ros aw ws 5601. wA t 120111 745 711 B6P I. 1592 ma 662 ms 665lbs --fl-20 1. CAPACITY(FROM THE TABLE)OF THE SELECTED B4O44411 x.11',064O.C.1(2)2c5AnpkCBpa/¢q,3Y. 1120781 1120 lb. us61w 22;e1. 4444. WA Mp1. wA ID59IN wA 13201. WA 102 27W 13277. f6acr. MULLION.IT WILL YIELD A MIN IMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. PRODUCT REVISED TABLE NOTES: os muply wilt the Fbukb4 HuildinS Coda Acwr4wCe No t�o•4?Zi8 4',7-'«,� • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. F.im i-Dale �2a) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, A4iu4i imduat 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 126•QBAY �� �(lYt4N rtgl� lli� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ••, ,, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOC ti ��;•' �L> .�. JCGNS;• , 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090,WOOD SHALL BE PRESSURE-TREATED _ • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126' _ x •:fY. THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,046•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ="C) l. 41LF.RST.125'THICK AND A36.Rtt ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCf7EW TtiRFADS BEYOND _(THE MATERIAL.#10$912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S, :,AS L;Of: \\; ANGLE OLTP(FIGURES 1•3)MUST BE USED IN PAIRS PI omv 6" i4„/((;r.. G\`, A LYNNjt}�12R�b.E. FL REX 68705 _.1 1.000" I --i t.ODO" -1 1.000 I' -) t.000• h` F i.2ss { It�� ��.. o p a 2.750° 2.764' .125' 3.125' --.126' 3.186' - � 2.000' 2.000' .125' .125' 2 118' N 205' I I .f 25' 650' L -.125° v1 c~•i 375 m !t! C ' O t 1'Xr .800• O W 2'X.125'MULLION 1'X2'X.375'MULLION VX2J5'X.375•MULLION PX 2.75'X.850"MULLION 1'X 3.125'X.5'MULLION 1.25'X 3.186'X.265'MULLION 1.26"X 2.11'X.125'MULLION T 6063-TBALUM- 6063-TIIALUM. 8083-T6 ALUM. 6063-TS ALUM, 608346 ALUM. 6063-T6 ALUM. 6083-T6 ALUM. s O XSECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X•SECTION LU 4 o s O (MD 1 O STANDARD CLIP IIII+ 2X5 ANGLE CLIP TABLE A Z w$ 2.000• I 6063.76 ALUM. i 2125• 6063-T6 ALUM, DlmenNon Vaiue(JR) For Mullion: „? X-SECTION f 2,000' XSECTION A 1.625 Q Z UTB AL I I 6083-76 ALUM. .125' j X-SECTION .125' B 2.854 1'X2`X.125' Q ,j r L C 0.895 Aluminum A g Na 4 �- D 0 740 Tubo Mullion Q .125' I sim.- 740'I-- A 1.125 Z $ B 2.404 1'X2°X-375' t1F O CUT HERE TO _.375" Aluminum J N cf) .375" 3.126'------(-CREATE F-CUP.SEE MIN. 5.000• C 0.835 Tube Mullion U O ?}° MIN. DETAIL F.SHEET _� .375'MIN. D 0.490 Q_.� < O O .338"MIN. A 1.875 D' m t I i A A i U-CLIP A t _ __ _ _ B 3.000 V X2.75"'X L_______J 6063-T6 ALUM. `- -------------------' 2X5 ANGLE CLIP C 0.757 .37S AIumleum TOPYIEW 8063-T6 ALUM, D 1.118 Tube Mullion STANDARD CLIP TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN 711E E .450 Mln. 8083-T8 ALUM. _DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE ZCTEROFANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 V X 2.75'X HIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER tJS6'. $ 3.000 .6w. SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE,MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER 1116'. SHEETS 6-17 FOR THE Tube Mullion ANCHOR D.C. TABLE 8 D 0.638 DISTANCE.MAXIMUM PGT Part# ANCHORHOLE Mull Dimension sheet# A 2.004 1'X3.1261X PR00UL'FRGVLSBD 5.500' .375• ( ) Mullion &td.Clip Offset Clip LI-Clip Angie Clip C 0.883 .500°Alum LTailding Cosa DIAMETER:ANCHOR B 2.837 m cumplyinIl wilt 2w FWdb .375" MIN. DIAMETER*1116'. (�O'CIZI •03 MIN. 1"X2"X.125'(5) 68605 888113M 6881118M 688243M 668511M Tube Mull Acccpim ccM D 1.137 pimli Oats /jp2) ------------- 1"XZ'X.376"(6) 686006 666114M 6661119M 688244M BM12M A 2.825 nr V X 2.71"X,37b"(7) 66607 666115M 6681120M 666245M 666513M 8 3.282 1-25'X3.188• M;an Dada rrah ct k X.206'Alum 8 1"X2,76"X.85a'{8) 88808 8681t6M 688112 411 1M 666246M 666514M C 0.862 Tube Mull t i D 1.76241'NFt tiIC!7�i� i i I t"X3.125 X.500"(9) 66637M 6661116M 6661114M 666242M 666516M : ,p\" ...•.....' ,J 1.26'X2.11'X �'c.•'�1G1�NS0 '-. F i i 1.25'X3.188"X.285'(12) 66841M 6881117M 8861113M 668241M 666516M ------- I -------- A 1.813 .121'Alum L 1.26"X 2.11"X.125'(18) 69370 NIA NIA NIA 886517M Tube Mull n;: No.58-105 `- OFFSET CLIP -- 4Er 6003-TBALUM. NOTES: ',Y1,' No l I.Ij TOPVtEW ij HOLES TO 6E DRILLED IN THE FIELD FOLLOWING DtMENSiONAL RESTRICTIONS 4NEN ON THIS SHEET. .740- FI:ORNUP'' 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS S ANCHOR O.C.DISTANCE. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL REX 68705 -1 1.000' 1.000• 5' .74 - .0633' � .062'.. I }-{ .125" 4.000 -125' 62- .438' l STANDARDCLIP ' YY w 4,000• R 4.000' 2.625" 2.000' 6063•T6ALUM. I 2.125' 2.000' 2X5 ANGLE CLIP 4' 45' XSECTION U-CLIP 6063-TB ALUM. 6063.76 ALUM. X-SECTION ,125" N125'- 126" .125' X-SECTION �� m .031' r2 `�N�.125'- Qr CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W•125 .155"J 375, DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE 0__ ANCHOR O.C.DISTANCE.MAXIMUMANCHOR m of 8 If HOLE DIAMETER:ANCHOR DIAMETER+1118'. - W O O 11'X 4'X.375' 1'X4-X.375" 5,500' m m O 1- - MULLION MULLION 'r-MULLION 5.000' Z c) to 6063.76 ALUM. 6003-T6 ALUM. 6063-TO ALUM, 3.125' CUT HERE TD 375' Q f0 J X-SECTION X-SECTION XSECTION 'MSN.- __1_CREATE,SHE SEE '376" �^MIN. ? z DETAIL F,SHEET 4 _ 1.260'- .375' Z W ..� -I CENTER OF r_________ i .375' I I I I ANCHOR HOLE j j MIN. 7 0 Z L 1.250' },250' I I I I MUST LIE WITHIN I I Q a I 1 I I THE DASHED I I 1 I F BOUNDARY.SEE j I O ¢ N _y.___ - SHEETS 5-20 FOR S I Z 2.875' I --- I I I E THEANCHORO.C. F --^--- -----I )- �yI m �o 3.94" I I I CF I DISTANCE ISTA C (� ZMAXIM 3.250' 3.250" I I I I I ANCHOR HOLE I I Lr O I I I I I DIAMETER: I 1 -.100' ,100" I 1 1 I ANCHOR 1 1 100' � _� �_______� L_____ I DIAMETER 1/1 ----------------� Q..� Q Q Q .100' 2X5ANGLECLIP ZmO Q 624' 624' r1: STANDARDCLIP U•CLIP 0083-T6 ALUM. 2 -L -�' CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. 606.76 ALUM. TOPVIEW A �'7�-•T --I .020" 1-- -1 .820" 1--- --I .820" l-- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25'X 3.25'X.100' 1.25'X 3.25'X.024' 1.25'X 3.04'X.624- SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. DISTANCE.MAXIMUM ANCHOR HOLE MULLION MULLION MULLION Dimension Value(In) For Mullion: Dimension Value(In) For Mullion: 6005•T5 ALUM. 6005.75 ALUM. 6005.75 ALUM. DIAMETER:ANCHOR DIAMETER 1/16. 7 X4' F 1.938 1.25'X3.25' X•SECTION X-SECTION XSECTION G 1,000 •126' G 0.500 X.824' 3.469' 5.600"� 1 2.880 AWnlnxn H 1.438 Aluminum 2.661' / 1P6• ,375' 375• 1 3100 Tube Mullion I 3.260 Tube Mullion -1 .126' 1.077' MIN. F 3.187 1'X4°X F 2.826 1.25'X3.94' 1.377" G 0.767 .375' G 1.125 X.024" _______ r_______�_ H 2.430 Aluminum H 1.500 Aluminum CEOi]I1CI'12EVISED 1 I I I 3.000 Tube 3.250 Tube Mullion complying with dip Florida I I I F 2.250 1.26"X3.25' F 2.813 30'Be '2 Building Code I I I 1129-0Zl$-03 .125' I 1 I I 0 0.750 X.100' F 2.875 46'Ba Mull Acee utign No .125' 46'- 2.250' H 1.600 Alunlnan B pirmin Dme -30'-+ I 3.250 Tobe Mu11bn B I I I i H I y Miem Dndo►Ivducl 3.250'46'BAY MULLION I 3.250' I I I I TABLE D \\0- 30*BAY MULLION 6063-TB ALUM. L �_______.; I �__ _____� Mull Dimension POT Parl6 ����0, I_YNN i11///�11� 0063-T6 ALUM. I X-SECTION I (shaet tl) Mullion 51d.Clip Offset Clip U-Clip Angle Clip ���qN�.... ...��F X-SECTION I G 1'X4'X.126'(10) 811384 668111M ti61122M BW241M 665leM ,•''�•�CF-NS[ i OFFSET CLIP II r f .125' 6063•TBALUM. V X4'X.376'(11) 86810 66112M 661123M 660242M 66519M �- 11u 5870 ,228' �-,001'-1 .226'J I+-,881'`-1 .740' TOPVIEW 1'X4'X.375"T'(11) 6663 68112M 661123M 660242M ON519M NOTES: � 1.2T X3.25'X.100'(13) 20160 661127M 6661124M 662410M 6661%M - :�- (Y. + L J.25-X3.26-X.624-(14) 2DI61 6861128M 6W1125M 662411M 6685116M "' 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.84'X.824'(16) 20162 861117M 861126M 088241M 66517M g\',TE T �� 30 Degree(1o) 68648 WA WA WA 6MI10M /. ,n�•'• AL...... • \�I:� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. '. ` •. 45 Degree(20) 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 86850 WA WA WA 86611tH A. A. P.E. A.E. FL P.E. 58705 TABLE Eh Mull Dimension PGT Part# (aheot#) MUlllon Std.Clip U-Cllp Angle Clip �' •125' -�r-.125 -.1[--•126' ^� Q 2"X4•X.25"(16) 06802 666261M 666271M 6665112M I - 2"X 6'X.25'(17) 66604 666282M 866272M 6665113M STANDARD CLIP U-CLIP2x5 ANGLE CLIP 6063-T6ALU8063.76 ALUM. 6 M. 083-T8 ALUM. oY U 2.000' I XSECTION 2.125 XSECTION 2.000' X-SECTION rt NOTES: La 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •125' I x.125' .125' >g rr m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L �L Z CV 3 U) 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I I-1 480•--I T O HOLE LOCATIONS. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --- W 6.500' y CUT HERETO 5.000' 375' W C3 B 0 3.500'� SEE TE DETAIL •375' MIN. ro Z M U) 02000- .375' Y I_SEE DETAIL F. .375' 4-• O MIN. r SHEET4 MIN. U) J --------------- -------1 -- -- Z m �' I---------------------T Z W g g I j I 0 W I I ao Z I 1 r 4.000' I 1 J rx --I-- - --- --1- 3.438' rY + - 3.438' max- -j--------I I••' U .250' 2'X 4'X.25" I I I I Z Q N Or, MULLION 3.438' F Z..Z 0 p 6063.76 ALUM. ZO mr- X•SECTION I I I I i I •375' W �i I 1 I -- -- L L---------------------i MIN. W O Y InY L- STANDARD CLIP 2X5 ANGLE CLIP U-CLIP,6083-TB ALUM. Q O O CENTER OF ANCHOR HOLE MUST LIE 6083-TB ALUM CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. (n SED FOR Y X 4'MULLION.SHEET 18 IL§ s; to WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW m O m..0 SHEETS 5-20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. 0-' 0: DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE w DIAMETER:ANCHOR DIAMETER•1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER�1116'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1116'. 6.000' 3'500' CREATE , AIL F. •375' .375" MIN. r-SHEET4 F. MIN Ct MIN. 375` I I I I I I I I I I I I I I I ^ii(2UUCT------------ REVISED I I j j m Colnplyingwith lha FlmiM I I I I Iluildu,g Cd I I I I I A' III nce No 1(o-O'j l x.03 I I B Dieanon Dme Q04 1 I I I I I I I .250•-- - 8.000, Q -�---_- T_ __ - 4.688' Q t 5.438' rC +-_-_-_-_i Mien hoduct 11111 uI rr, 5.438' I I I 6.436• 2•X 6'X.26' I I I I ��,.• ��GENSE' '.,F.n MULLION 6063.76 ALUM. I I I _ No.50705 _ X-SECTION I I I i i .MM. /, I _- -------� - U •, rA'- �_.__ .___ -----------____� !QUI S'1 i L F (/: STANDARDCLIP U•CLIP 2X5 ANGLE CLIP �i���iS�' • .250' 0003.78 ALUM. 6063-T6 ALUM. 8063-T6 ALUM. rF,-``��� TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW 11 TOPMEW A.LY�tS wIILLER11,P.E. FL P.E.#56705 C_- 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 160.0/-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65.REFERENCING SHEET 25,THE COLUMN USING ® H p1p�I ----�-- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. a � g..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+658.3 PSF AND WOULD 0 FENESTRATION DETAILS, Q PRODUCT'S SHEETS NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL 23 p2 FROM TABLE 4A,SHEETS,THE 1-X2.75'X.850-MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. Lo MULLION -- N LENGTH2)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 8 m %/ ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z v`,L,, l SEE O 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 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J /-23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. } IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, m C3 O NO N1CttoRS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 31' 32' C7 --I MULL WIDTH 636 LBS J (60 PSF)X( )=b24.9 LRS (MAYBE USED TO QUALIFY 1!10 STEEL SCREWS FROM TABLE 413) OPENING WIDTH- 72.7 PSF - - Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318".THE OPENING REQUIRES A § DESIGN PRESSURE OF+50.0/-55.0 PSF. J I Z -J FOR THE VERTICAL MULLION: Z 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, Q Z N 00 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 23/8'AND WILL 00 sr� MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. In LU EXAMPLE 2:MULTIPLE MULLIONS W a FROM TABLE 3A,SHEET 7,THE 1'X2.76-X.375-MULLION(LENGTH=108",OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF a Y Y MULL WIDTH--1(-- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U) FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=SO")HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d - Z In O 0 SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. SEE DETAILS, m�m 32• FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADO 2"TOTHE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36+36"+2"=74,NOT73'AS PREVIOUSLY ° PRODUCTS 2-3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL" THE 73'DIMENSION(35-12'+3512'+2'=73"). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED TICAL _ , I 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 FASTENERS EDGE DISTANCE. MULLION` - `- USING THE STANDARD CLIP WITH(6),V16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. d DETAILS. DETAIL E. OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ. t' MULLION TYPE COULD BE CHOSEIil1D N. ` MULLION Ul"1'REVISED 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAU RIANGULAR LOADING MAY BE os complyin With fin Fled& USED.FROM TABLE 12A.SHEET 16,THE 2"X 4"X.2MULLION(@ LENGTH-42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF-P170.0 PSF WHICH EXCEEDS THE Building o )6.021 S•03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Attcpl k K No E piTation D2 SEE DETAILS• 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 B. Ily SHEETS 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 CLIPS WITH limn Ow10 Product 23 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 11 1 III 1/ } �J ANCHOR CAPACITY OF 521 LBS. v\\0 `�( LYNN' Y ' U ! i Lm"OPENING 30'.H36-,HORIZ.. 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 1213 FOR THE U-CLIP SHOWS THE ANCHOR ` t� •ULLLENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. .':T NO 53705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - _ - +/-64.7 PSF FROM THE VERTICAL MULLION; LL�; +1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ��'•• o I^+;' 1U-7 +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). (�'. SIATI O• 4t, THE LOWEST DESIGN PRESSURE IS+664.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �"< ,'•. FLUf210N'••'�� ;:\ VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �i�S�nNnL��1'���` 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 MILLER,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUrRIANGULAR LOADING: ::-z- — j ------ RJR I PW PWS O \ x PW � ---- - Sa / ];/DH SH1DH SH/DH PWI PW Z Q - Q - i / / o �w Lu LU / LU W LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I HINGED DOOR _ I SZ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION VER m l - - - _ §g PW I LOADING OF TICAL MULLION J W a�Z ��QQQxW((Iq Z ZZ _ PW PW pw 0Ji go / I O PW Z D U) Y SH/DH SHIDH SHIDH SHIDH Q•.� Z O O �o LL SH/DH LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 / I PW PW HR I I I LOADING OF(Z)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION P HINGED PW PW I NOTES: DOOR ,i GOUCT REVISED as comPlyiag"Ah 9w Florida 1)DRAWINGS RERESENTATIO E Doil rA Code � RERESENTATIONS OF TYPICAL AccePtanco No 03 I PW CONFIGURATIONS. E imli Date �2j I FW CONFIGUR-TIONS NOT SHOWN - I / / MAY BE EXTRAPOLATED FROM Mtalli L•mdou o o THOSE SHOWN. I j 2)IF THE LOADING TYPE CANNOT o LYNN I BE DETERMINED.USE ;�'�i�i,,••••••••..�((F•. PW RECTANGULAR LOADING. `•.•'��CEI.ISF •.••f 31 SEE PRODUCTS'APPROVALFOR (lp.5U701 ---- -- j / ACTUAL ANCHOR LOCATIONS. = _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I —_ PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I r SGD LOADING OF VERTICAL LOADING OF HORIZONTAL A.L'VNN'AI��RI•d.E. MULLION MULLION FL P.E.#68706