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Home My WebLink AboutProduct Approval (2) a Ili N 1....k:,+J� `—� LR�. }�I''""1� J `� I. UCS CO LNG DIVISION REVIEWED FOR CO, IANCIr ` REVIEWR VY DATE,,, r' PLANa PE T 'S T BE IaP ON.TOB M I®p,QpE OR NO LNSPECTION WlI,L BE MADE. MIAMI-DADE 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.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- IDESCRIPTION: Series"PGT' Mp1y -Eztruded-Aluminum Tui be 111ullion :I�3 APPROVAL DOCUMENT Drawing^No. 630038, title d-"Itnpac Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 MIAMI DADE COUNTY Expiration Date: May 26,2021 Y41111 Approval Date:April 14 2016 Page I 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. ManuR6-10218.03 ez,P.E. Product Contaminer NOA IN Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'T'TED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube: Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuely",P.E. Product Contr I E miner NOA Na. -0218.03 Expiration Date: May 26,2021. Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE o � x MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE '�4A 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.............................. p ELEVATIONS..._.............................1 0 FIGURE I: MULL TO 2X WOOO............. 2 u _ 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS �� O MULTIPLE ---OPENING WIDTH FOR VERTICAL MULL- ARCHES TO BE MULL T01X8MASONRY-............2 0 MULLIONSINSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES..................2 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY...................3 SHAPE MULL TO STEEL 1 STUD_.................3 N SHEETS 2-3 m 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MOLL To MULL...............................3 F DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS................._.........3 U) LLl ALTERNATATE CLIPS..................4 Z W IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, SAY MULL INSTALLATION............4 125 LL ECS � 1 X2 75 X.37 MULL SPECS...._....6 ---1 I-IIIFIIIi\ �\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..............8 --1 W / T INSTRUCTIONS. 1%2.7b%.375 MULL SPECS..........7 � � � _ 1X2.75 X.65 MULL SPECS............5 Z SEE DETAILS I I III IyI 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_......9 m O O O A THRU G; / V / 1 I / \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS._............10 m F M ~ SHEETS 2.3 1--_ I _ 1 1%4%.375 TUBE MULL SPECS....11 Q N SHEETS 2a ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 U MULL SPECS 11 � J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W OPE LIG 1.25 X 3.185 X.285 MULL SPECS VERT III HEIGHT 1.25X3.25X.100 MULLSPECS.....13 Z LU m 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 HORI7ANTAL 1.25 X 3.94 X.624 MULL SPECS.....15 '$¢ 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.26 MULL SPECS......_........17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED CORROSION RESISTANT F- to SHEET 3 i.28 X 2.11 X.125 MULL SPECS.._18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT ~ Q N O 30'X 3.25 BAY Ml1lL SPECS.........19 REACTIONS, 45'X 3.25 BAY MULL SPECS.........20 Q O Z MULLION&CLIP DIMENSIONS 21-23 F- Z CO.,c) FENESTRATION B)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2................_...........24 TA _J 6 PRODUCTS MAY LOADING EXAMPLES................... W Q BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING IL y Y 14- MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z U,MANUFACTURED W BY PGT, PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q SEE DETAILSQO O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 3 •p s0 � m� I NORIZOMAL A.D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 0 a'w . 1-- MULL SHEETS 2a WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. L LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD. MULL [—OPEWNG WIDTH I HORIZ.MULL LENGTH-1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. "-1 LENGTH I� F 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAWTRAPEZOIDAL'.OPENING — - 4 FWD THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCTg>!Lh e HEIGHT ) --plying wilh Wa FIDTtd• THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE IiuildinS Codo OPENING MULL p �' HORIZ, y VERT. MULLION CAPACITY(LBSIFTII OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFTI)FOR THE OPENING OBTAINED IN Acoegmco N° �'S• HEIG� LENGTH MULL p MULL STEP 1). a pireti Dol° L 1H L L 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 8E MET TO ATTAIN THE FULL MULLION CAPACITY. �B"' °hOdU�� OPENING 1410TH 8 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��1�1 LYNN /��i SINGLE MULLION SINGLE MULLION FORVERTICALMULL' ) �� pNY .....,A%/( OPENING WIDTH ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ,`�>, ,•( '�FORVERTiCALMULL CAPACITY IS MET. \��:. �1GENSF •.•� MULTIPLE MULLIONS '1:' '1 SEE CORRESPONDING DETAILS 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE _ No.50705 �- FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS qTrE , VALUEALOWERANCHORCAPACITYOPTIONMAYBESELECTEDFORTHESAMESUBSTRATE STANDARDS USED: B)VERIFY THE DESIGN PRESSURE RATING(LBSIFTI)FOR THE FENESTRATIgN PRODUCT TO BE Ua..j AND COMPARE WITH THE FINAL MULLION '.c� •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FTI)OBTAINED FOR THE MULLION SYSTEM.THE LOWER O THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION 1� •..,FLORIUP••••Gam\ •ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. *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. \ Lh M� I/��ylF�A.E. •AlslstnaA. o7lsz-nolo FL P.�#58705 In v O qqq MULLION DETAIL A: DETAIL B: F$n LL MULLION MULLION TO 2X WOOD BUCK MUTYP.ANCHOR MULLION ATTACHED TO 1X eucKsrwP OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, 2 ATTACHMENT SEE SEE TABLES 1D-160 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYSEE HEROTE;; N 1 MULLION I SHEET I. — r o Ym • •' N j I I SEE SHEETS I MIN 2.7 KSI .. .'• EDGE )rJ 21-23 FOR HOLE 4 I CONCRETE OR CIA -, I DISTANCE, J W LTNE °' I. I LOCATIONS I SEE SEE TABLESRD OR ° 1 I EDGE DISTANCE 1B•16B (L'^ U) MULL + pIAN� m ° I a FOR MASONRYW Q O Y OE I II FOR WOOD I I ANCHORS m O QEDBY 4 I SCREws ISIDE VIEW7� 7 0u)THOD. n \ 260'MAX FOR 4 Z f0 J ALL MULLIONS d °� O J V ° n ERHERTME n 4 ° STANOARDO O U yi m ° OFFSET MULL ? ° < � CLIP MAY BE D' 7.. °� 4 \ ° EXTERIOR iHsrnoo. N Z °4 EDGE 4 .. Q ? 4 DISTANCE F Z 4 FOR Za � 0 MASONRY e m Q 0 THE OFFSET CLIP IS ANCHORS F Irk/, RECOMMENDED FOR EXTERIOR °° wlNFIN-F urDMAr W Q y - ALSO BE USED FOR q OTHER FRAME TYPES. ` OO a` Z fiO 10 TYP.ANCHORTYP. ma. PER ANCHOR E, PERSUBSTRATE, vS TYP.ANCHOR SEE TABLES 1B-160 PER SUBSTRATE, SEE TABIES 1B- 16B SEE TABLES 18.166 EDGEIEND BUCKSTRIP DISTANCE AND SEE TABLES ATTACHMENT NT BUCKSTRIP 1B-16B T BY OTHERS, EMBEDMENT / AND / EMBEDI.£NT' o•,.•. SEE NOTE 1, ATTACHMENT I �. ,'• SHEET 1. •- BY OTHERS, .. ... SEE NOTE 1, SHEET I. •' MIN 2.7 KSI CONCRETE OR CMU CTD SIDE VIEW FRONT VIEW "c"niplyingwith the Fluid• FRONT VIEW DBll Code ac«p1an�ND V..inion Date /jQ% INSTALLATION NOTES: MielBl hodud 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I Ilt- 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `\��0�� LYNN 4, ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE •'v%OENSF 'P CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �• FOLLOWING SHEETS.FOR DETAILS A-D,EITHERTNE STANDARD OR INTERIOR CLIP MAYBE USED• ND. iY 58705 _ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. — - L R- T1 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. �'� g E OF j 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED �'O^�(�'••.FLOft1OP•'•NO ELCO ULTRACON 0R ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. ql A.LfNNIMILLER��.E. FL P.E.0 58705 DETAIL E: a � —1 .126-MIN. MULLION TO MULLION DETAIL C: — INTERSECTION NOTES: �c MULLION DIRECTLY ATTACHED TO MuuloN (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR-CROSS' ffi� o MASONRY STRUCTURE ' INTERSECTIONS. ° (STANDARD CLIP SHOWN) VARIES \ I 2)MAY BE INSTALLED HORIZONTALLY W+ L (SHOWN)OR VERTICALLY. I TYP.ANCHOR c N EITHER THE I I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 s m STANDARD 0 _ I I SEE TABLES 1B-135 FOR CORRESPONDING MULLION. U) OFFSET MULL I i - TOP VIEW MULLION Q H CLIP LNV BE I I lL INSTALLED BY li n FOGEUISTANRYNCE VARIESi-----1 J W THIS METHOD. '\ I -ANCHO SS I ANCHORS _ S02 ELF-DRILLING SCREWS, ki 6ELF-DRILLING OR PRE-DRILL � �oW U) MULLION AND USE SMS w p Q 03 m O H ~— ^ MULLION Z J J EXTERIOR °o s g O n THE OFFSET CLIP IS c \� Z V z' EDGE DISTANCE RECOMMENDED FOR FOR MASONRY w FIN•FRAMEDLINTERSECTION ANCHORS WINDOWS,BUT MAY r2Z ALSO BE USED FOR UCLIP EXTERIOR Q B V g n OTHERFRAMETYPES. Z '.. TYP.ANCHOR .q ~ PER SUBSTRATE. .4 Q Q Z lz SEE TABLES I8.I73 Y SEE SHEETS LOCATIONS � TYP.ANCHOR ...QJJJ PER SUBSTRATE, HOLE LOCATIONS ( w BUCµOiRIP -SEETABLE5IB-138 FRONT VIEW soca K " ix Q Y Y ATTACHMENT I OR -- i BY OTHERS, — SEE TABLES C) (n •. - SEE NOTE 1, 10-738 Q ? Q Q (0 EMBEDMENT SHEET I, EDGE a$ ZmU)�('1 ' •'' • �. • DISTANCE o i1 LY A, F•—�— Lr SEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN2.7KSICONCRETEORCMU 15.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH:. vI) ' STRUCTURE INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, / SEE TABLES 18-130 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEET SS PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-x3 FORS H complying wish the Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Araplm,ca NB1�0-bL/$.63 Building Coda FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS ` \ Bxpi,all u D MULLION e �ZI 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. Dodo Lt 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED _ DSANCE \V.�` LYNN ELCO ULTRACON OR ELCO I/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEETABLES t�D.', ENSC •F, �` FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING 1B-138 CODE.A2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. _ NU.50705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: LY 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �. gl E OF //U'• r+ ANCHOR VALUES MAY BE USED. %,<;t�", Fl OP10P:•'•`1G'`�� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. , 'A,IYNAIIt�i)4LEf3,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: �3�x FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION k� a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) a' $ / SEEDETAILSA-E, 62 BA M U SHEETS 2 AND B FOR INSTALLATION LL TO SPECIFIC SUBSTRATES. BAY MULL N ,,-MULLION kkDO O O z �d O O 0 O O O O O O W O O TOP VIEW B SIDE VIEW m V o SHOWN IUHLl 4'X.125' I TOP VIEW "''MLONI i i H to m U) I I I / T YP.ANCHOR EXTERIOR I� I i PER SUBSTRATE. F- 11 / SEE TABLES 168 OR 16B z b m I ��I!llJJJ I TYP.ANCHOR I I STANDARDMULLIONCLIP I PER SUBSTRATE, t- I I EXTERIOR Tj u Z OO TO FIT FIELDd SEE TABLES 18-148 46 Q Z CONDITIONS. I I �/�2•X6'ANGLE CLIP, Z Z Q O7 p j I 1 I 2 PER MULLION END,MUST BE Q 0 Z N r INSTALLED INSIDE OF BAY MULL. F, F pp p MULLION I I I I I I I © W F- / 2•Xu^^X.125• Cn II I I ANGLE CLIP, U Z Q O O I I I 2 PER MULLION END, MUST BE INSTALLED ¢ Z cn co go m I I I I INSIDE OF MULL, s.0 Cb m go � � I TYP.ANCHOR b -PER SUBSTRATE, \ SEE TABLES 113108 INTO WOOD, (f STEEL,ALUM INTOWOOD,STEEL, STANDARD CLIP TO BE EXTERIOR / ORMASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. //A/�r �'�` EXTERIOR ED151�,RE _ OG _�' �� 1'RC'.OUCT REVISED OF E PER A1lCta na complying with the Florida Bulldleg Code m� INTO WOOD,STEEL, 1 ncoplvlcallo�-e21$.p� ALUM.CMU OR MASONRY O Expimlimi Dalc 2 EDGE DISTANCE By PER MlNlll o hOdUCI ANCHOR EDGE�_ ——� DISTANCE E 1\1 PER ANCHOR NOTES FOR INSTALLATION OPTION G 8 H: `\��N,l tiYN CJ O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: .1t�U''��GENSE •F+ t= i[ 2)DETAIL G:1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X2.11-X.125-MULLION. LOCATIONS,SEE TABLES 16.148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE -�- tytl.1,5705 2)SEE TABLES IB-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE =•,U �7 g 16 L(I 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. %�(�', TE P � ••. rlonto,. aG.,: FL F. 58705 ' A�•ItYf}V.��f� I14A R;p.E. TABLE 1A „ Mutlbn Ca aci Table IbslRt �'7�:�� Opening Wtdth(tar va7ticaly-apartritg mtAlons)Or Oponing Haight(tar hOri2r-lilt-sparring mu5at6) �>< 501n 601n 70 d1 60 in 90 in 10DIn 120 In 1401n 1601n W$� uD Ractangvlar Thpilttang. Rcaian6dar Traptidang. RRctongatar lhgTd.0 Raeimgatu Tra".np. Recian9das TrapJTdRne. Rectangan 7mpTdeng. Ractanpdar 7tapTdang, ftaetangdar TrapRdang. RRcfangaiar TmptTda�. 145 4 y. 1 um Tubs l.asdn9 Loading Loading WodSsg Loadnp Loading Loading Wading le9dng loading Wading Loafing Waring U di g Loading Loading Loading Loaang sY fC Aum.Tubb P S 1 1 _ b' �.III _ . .L'_ _ .SMulllon 91 � tk3� _ yy J 3yL yy y #¢� �q� 66 q t! 4¢ � ¢ p� cS 4 4` 5 101, s' d d d s d 3 8 $ 2 3 5 d � 2 � 2 d 3t 3 Zm 421n I1t.9 406 129.5 332 93.2 408 115.6 325 79.P 408 107.8 321 64.9 406 tO4.4 319 82.1 408 1044 lie 664 406 104.g 312 48.11 408 104.0 319 39.9 408 1044 319 354 406 104.0 319 0 461n 14.0 312 638 258 62A 312 734 262 53.0 312 87.0 248 46.8 312 83.2 246 U.8 312 8LJ 244 37.5 J@ 61.0 2M 31.2 042 81.0 244 26.8 312 01.0 244 23A 312 01.0 244 � Z 50.825In 83.0 281 70.6 23i 6J.2 2511 01.5 228 46.8 201 55.7 224 394 2811 52.1 222 35.6 28t 50.1 220 31.9 281 49.3 2t9 26.0 281 49.3 jig 22.8 281 49.3 219 20.0 Zai 49,3 219 B c54111 SZ6 ZA 67.0 207 43.0 247 40.8 207 37.0 247 44.8 199 32.9 247 41.5 146 20.2 247 32.4 194 26.3 247 36A 103 214 247 311.1 193 1&11 247 36.1 193 10.4 247 381 193 � m 601. 3a.4 200 41.2 170 J2,0 200 35.4 166 27.4 200 31.5 103 24.0 200 28,0 160 21.3 200 37,1 1159 19.2 200 x0.9 15T 180 200 20.0 150 (0 J J a tel 3Sd 165 Z7,6 i81 30.3 152 23.7 181 28.9 149 20.7 181 24.8 146 10.4 181 22.71 iM 18.0 tat 21.7 N3 IS g 6bN 2de 185 30.8 142 24.0 166 26.1139 20.6 165 23.1 138 10.0 tat 2t.0 134 Z U m `� 7251 229 29 23.3 120 15.0 1J0 19.9 Ila 15.9 139 17.6 110 z 76b 58,P 125 10.7 508 187 t28 16.607 78111 17.5 I1@ 169 104 J r cf TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ .1i z O An horCepacltv Tablefibs)--- F O ANCHOR CAP. ` rA civ §l SWilmle� 2.7k CororMa J.Sk Caw. Ha7ow CMU F6cd CMU PT Woad Mold (DP,)X C 1=ANCHOR CAP.,,, 8 MULLION Snit`Eba 514'88 Ekr 6736'Elca iti'BS Eko Ot06tRN gi26lRd rix 8tcd W Anchor Typo: 3/1B'Eko Winton 1//'Ebo UerRom 116•Eko WURcon SM'Eko UNam AnehorCllpPattem9 uldacon AgpneGatar uniaem Ag9raGbWr Bamr(05)8cmw(GN scmw(Os) USETHISFORMULATOOBTAINTHE"ANCHOR N Eaae Clamrwa ani t' 2.111• I" I 1-r }tta• 3• 2-Irr I 1• I 2-3/r r 3-1/117 r OAA 0.54• 0.3z4• CAPACITY REQUIRED'CORRESPONDING TO AN x Embadmrnl W 1-314" UYP 1.314• t-3/4' T 1•tR' 1-44' i-1R' 1.1/Y 1474' 1414' Y ta/6' t-a76• tams ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors 494.TS Mat C.C.l8tordaMatOSaat CZlp fFtg.17 39394 390 Wa 459 ba 890 Wa NO Wa 270 Ow 280M 354104 740 lot 3741W f#Wa 048 Wa 341 iba M21bs 560 Wt OPENING,WHEN IT IS LOWER TIWN THE MULLION a.OE� Z to tJ3 4Arwhaa®1.15'Min.O.C.!61andW IorOdep C9p(Fig.2): 400 Ws 700 Wt WA WA WA WA 380lba WA WA WA WA WA 88x ids 881 lbs 1120 Wt CAPACITY(FROM THE TABLE)OF THE SELECTED g rbO 4AswiR7ra®3•g4a O.Gt(2)2t6Aryb C5pa7(Fg37 T80 Wa 780 W4 Me lb. 1580 lbs 18961bs 040 The WOfli WA 764Poa 74616. 840 ib4 1692 Its 052 W3 U5 Joe 11201t4 MULLION.IT WILL YIELD A MINIMUM ANCHOR c i¢) •� 2 Atkhae®045•Mn.O.C.I U{71p,W1o.125•Alam.lF10.4} WA WA WA WA WA WA Wq WA WA WA WA WA WA NM 715 WR CAPACITY WHICH MAY BE USED TO QUALIFY O "� tAochor7 F•Ctp fFq.57 les Wa 14S W4 22S tOs 4ls iba 112:O+a 135 Ws 144 iba 177 P4 3J0 Wa 1977➢. 3327m 4731bt 170 W221 lb, 280 The ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arkhom @ 1.15'MW.O.CJ FCy(FI .6} 2411106 3511 rat WA WA WA WA 1B0 iba WA WA 11A WA I WA 341 Ws I 4412lbs 560 Wa ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: • • i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCT Rwith 1b0 FiaritL ED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ._� y 000' f"'- Boildinit Coda Ac plat No •O`L) FIGURE 3: 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE. r Ex im71 Dela t ! I3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, B y . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2000' Mtam1 elrodac( FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. tjJ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '126• \�� \�l�'11...... FIGURE 4: FIOURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65.ALUMINUM SHALL BE 806375 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X2'X.125"MULLtON ��; 140.5870} LEAST.125"THICK AND 438.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • U-7L.--�J LL...1L...__.�J THE MATERIAL.#t0 8#y2 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. sl TF Osw': A.LYNM R�p.E. FL P. 58705 TABLE 2A n Mullion Capacity 7.3410(than?) �H� Opening Width(for witcaRy-SpatvingmWoas)or en(ngHetght(for hDd7nntalty-spamtngmUllons) RJR 601n 00 In 701n 00 N 9D In too in 120 In 1401. 760 N M fteeiaroutar haplTdalg. Recta%.1w TwiYldae4l. RuW.Wiar Trapt7rterp. Rectaa;u]or 7mplTdaro. RKSaro0lar 7r rt L apR am. Reclanpuwr 7w ild"'s Rectan9dm Tr.#TAarg. Recw.gl4ar Traprrdam. Redaagutm T'.wf arp a$ 1 z 2x.376 lcatllrq Lwadlrg Lat6n9 LoaaIna L d.V Loa6ro Loadro Loadbp Loedhg 1.0"ro Loading Lcowng Loading Loadam Lmum Lm6n9 Loadlro L.Afta tiY V Al Mullion aZ � 421n 1700 020 1700 435 151.3 Bell 170.0 478 12&7 602 1 170.0 we 113.51 662 169.5 518 1000 6m 188,9 517 90.6 e62 Isae 517 75.7 862 168VI 617 1 61.0 662 188.9 617 66.7 662 186.8 817 461. 121.8 607 136.0 410 101.4 607 118.2 410 68.8 507 706.7 403 7&0 607 1028 309 67.6 507 99.0 397 00.6 607 90.0 390 50.7 607 99.0 306 1 43.4 507 99.9 300 30.0 607 62.0 398 � W 60.0225 In 103.7 456 114.6 310 004 456 9&e 371 74.1 458 90,6 354 84a 466 eC8 360 57.6 458 61,3 357 51.8 458 me 353 43.2 456 80.0 356 37.0 456 a00 356 324 456 Me 358 (Y S (J) 541n 86.4 400 83.3 338 71.2 4W 909 328 01.0 400 72.7 322 63.4 400 67.3 316 47,5 400 64,0 315 427 400 62.3 314 366 400 61.0 313 30.6 4D0 81.8 313 267 400 81.0 313 �W d Q 601. 62.3 723 69.9 278 51.0 324 67.5 270 M.5 321 61.2 284 30.9 324 460 280 34.8 324 43.8 267 37.4 3U 420 255 28.0 324 40.6 253 22.2 324 40.5 253 186 324 406 253 M SO s 6314 $3.8 294 57.4 252 44.8 284 49.2 249 384 284 53.8 247 338 294 39.8 237 29.0 294 37.1 233 288 294 35.2 232 221.4 294 &15 230 70.2 294 33.5 230 t6a 2Pf 33{ 230 6814 48.6 260 49.6 230 39.0 266 424 22$ 334 269 37.5 221 29.2 286 34.1 218 2a0 268 31.6 215 23.4 268 29.0 212 195 268 28,0 210 16.1 260 27,7 209 14.6 268 27.7 209 Z Cyd 7214 38.0 225 37.8 196 30.0 226 322 191 287 725 28; 188 226 225 266 185 20,0 725 23,6 18T 18.0 275 2Z1 780 15.0 225 20.3 177 129 276 10.6 176 11.3 275 fD.B 778 W 781. 300 202 320 177 25.5 202 271 t73 21.8 202 23.9 170 19.2 202 21.6 167 17.0 20219.7 165 133 202 10.4 163 Me 202 187 16D 10.9 202 169 158 9.8 202 15.8 159 J N 781. 28.3 11.0 28.0 1e8 23.6 192 25.1 103 202 1B2 22.0 162 17.7 192 19.7 1501517 102 181 157 14.2 102 16.6 156 11.8 192 15,2 152 10.1 102 14.4 1508.0 192 14.2 150 OOIn Sfl6 144 19.0 128 164 lid 18.t t28 J '' r OBN 1fi2 t27 15.8 1t3 Q z N 4 !- 1i) o 0 TABLE ANCHOR CAPACITY ADJUSTMENT FORMULA: M Anchor C¢acMy Table(lbal, ANCHOR CAP. ` t21 Subslmla: 2.7k CK .la 3,5k Cam. moibw CMU Filed CMU PT Wood Meld (DP_)X( J=ANCHOR CAP. LU X 5 x Y78'Eko tt4'SS Ett4 51f0•Eba 114.83 Eko ¢108("1 01281W #128fed MULLION CAP.,.,.,,.. F N V3 (1) Awwr Typo: VI6-Eko Ullmm 114-Eta tnUmm 3116'Eico t9lmcan iN'Etco Ugmcan Anchor Clip Patterns Unw.0 A99mGstn' S91rown A9peGatw San"(GS)Scmw(G3) Scmw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR x Q �+ Etyle Olctm4e On): I- AW 1• 2-Ur 3-116• r 2-11r f• 24rr r a•u6' r 0.44' D.64• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN d•• Z 00 Embedmml Ml: 1.3'4' 1.1x4' 144• i V4' r 1414' I-114• 1-1H• 1.04' 1.114• 1-114' r I-Ne" 1.V8' Wrtee ACTUAL PRESSURE REQUIREMENT FOR THE 2AKnora 0 MY Min.O.C.1 Stmdardor aml Cup(Fig,tk 3900. 38016.3 4501ba eNMs 164491$ 2709. 2000. 354148 740 Dn 374lbe 664W 948169 3419. 442 lbs 5600$ OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aootmra®7.15'Mh O.C.1 SlanQrd(an Olpall Cllp(fig.2): 480 9* 793 ma NIA WA NIA WA 3e00s WA NIA WA WA WA 682 IN 685lbs 11200s CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anctaxa 4D 3'ABn O.C-1 f2)2X5 A.pta Cllpar(Fq.3k 18001 70)04 8B00s 1560fba 18960.3 440 a. 6W lW WA 750 thr 748 1b. 880 Ib. 1892 lb, 6929. 8850.3 nm� MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arch-0 845•W.O.C,lUL7ip,Into.125•ANm.(Fig.q: WA WA WA WA N/A WA WA WA WA WA WA WA WA Nu 77314.3 CAPACITY WHICH MAY BE USED TO QUALIFY 1A h.I FZup(Fl9.5): 185 bs fes roe 2159. Ms Oa 92214 1350. 1401" 1771bs 77008 1I'1b6 33214.3 4731bs 1700$ 22114$ 2800$ ADDITIONAL ANCHOR OPTIONS FROM THE 2Amtxxa 1.15-Min.O,CJF-Mp(N.8): 24D Me 3500.3 WA WA N/A WA 190th WA NIA WA WA WA 3410$ N2am 560 @s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ORODUCT REViSBO udc9nlplyindlyi0W9Flatld¢ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building la Cade SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -� 1.000' )••- E.Pilmonce Ni 1 'la?. •D�' Explmlion!Talc / �( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: Miami Ikndlml 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2 0pQ, l 1 1 I F0 E0 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23- 1 1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 \\��f��Q�I LYNN n '/,, )41. ANGLE CLIP MUST BE USED IN PAIRS. a)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 374' �`Q�;'• 4tCENst'•.�C;fy � CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 7' tdo.58705 7i 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' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 2'X•375•MULLION --I�� THE WOOD MAY BELEAST.125'THICK AND ATB.ALL ANCHORS INTO METAL SHALL IXTEND. LEAST 3 SCREW THREADS BEYOND '-U t tt b '�• OR4fOS.S. %'fJ '•, -O 5T VIE F ,4A'4 ON `- T '• J A.LYNN MIhhr4 P.E. FL P.E.#58705 TABLE 3A + Mullion Capacfty Table Ibeht2 7(� Opening Width(for varicaly-span79ng millions)or Opening Height(for horizontally-spanning MWions) �+ 501n 60 in 70 In 501n 001n 1001n 1201n 14 in too in ' 1%2.76% Reet-.0. Trep'Tlterl9. Reetenpda Trap/TdanO. Roetm9der Ttwrni<m- Recte.2d3r TnplTAen9. Rectongder hopRAmp. Reclerpder Tmprrdena. RectongAa 7rep/TAorla. Recm�der Tro1JTd1n9. Rxten9ula Tr4pRAen9. i LoaAne Lowing Loafing Loadn9 Loadhq Lowing Luadn9 Loadln L-15-9 Loodnit Loadnp foadYl9 Lowag Lowing Loadn9 Loadn9 Loamnp Loadn9 .376 Alum LL Tubb 7�i�� Y� Y� t*�y � t� �1� � � pg�• � � t� � ep$� � _ � � ¢l� gp`�� Mullion d8 i d d dd 2 i d d8 �2 Z z@ d 38N 5 6 6 6 p �E }• fi ¢ 6 6 ,� fi 6 B ym O 421n 170.0 620 170.0 435 170.0 744 170.0 QO 170.0 060 170.0 005 170.0 992 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 148.7 1301 1 170.0 521 127.6 1301 Veit 521 111.6 1701 1170.01 621 451. 170.0 708 170.0 524 170.0 670 170.0 581 170.0 992 1 170.0 630 170.0 1175 170.0 BB1 1s1.8 1139 170.1 077 130.0 1139 170.0 580 113.9 1139 170.0 NO 976 1139 170.0 680 85.4 1139 170.0 610 50.625 In 110.0 747 170.0 593 170.0 899 170.0 631 167.8 1032 170.0 6114 140.11 1612 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.8 1072 170.0 756 07.8 1072 170.0 756 73.4 1072 170.0 756 "9 541n 170.0 797 170.0 612 151.3 907 170.0 591 138.2 907 164.7 T30 120.9 907 1626 720 107.5 007 145.0 714 90.8 907 141.1 710 60.8 807 USA 709 69.1 907 140.0 700 50.5 901 140.0 701 m O O Ih 00 la 111.1 735 151.6 625 117.6 735 170.3 011 100.6 735 11e.0 699 58.2 735 1 100.21 590 70.4 735 99.6 683 70.6 770 05.1 670 SSA 735 91.8 574 50A 735 91.0 574 44.1 735 91.0 574 � Q J 63 h 121.9 089 130.0 570 101.6 898 111.5 557 67.0 665 98.9 547 79.2 668 00.1 536 07.7 588 53.9 531 11MO We 79.6 526 50.0 665 76.6 621 43.5 669 75.6 521 38.1 866 75.6 621 `2 1n J U Sol. 100.0 601 112.4 522 65.7 607 90.1 511 75.7 B07 65.0 501 68.2 007 77.1 4W s59 001 71.5 480 63.0 507 87A 481 44.2 007 63.4 47a 37.9 807 62.7 474 33.1 807 02.7 474 Z d$ m 721n af.9 510 85.8 447 66.0 510 73.0 434 66.3 10 94.7 420 51.0 510 57.9 410 45.4 Hit 53.3 413 40.8 MO 50.0 408 34.0 510 45.9 402 20.2 510 44.4 399 25.5 510 14.3 390 7051 98.4 456 72.5 400 57.6 450 91.7 382 49.6 450 64.1 385 43.4 458 43.6 "778 39.6 450 44.0 377 34.7 458 41.6 366 26.9 455 77.7 762 24.8 468 36.0 369 21.7 130 35.7 350 J J Z To In 64.2 435 67.0 381 57.5 435 68.6 373 45,8 435 49.8 360 40.1 435 44.7 300 75.7 435 40.8 756 32.1 435 38,1 751 20.6 436 34.4 344 22.9 435 32.9 741 20.1 435 32.2 340 Q = r 0091 41.0 327 43.1 290 34.11 327 30.4 285 29.9 727 31.8 280 25.1 327 29.3 275 212 327 25.7 271 20.9 327 27.7 268 17.4 327 21.0 282 14A 327 18.3 268 Z Ln Z N r Be h 34.4 287 35.4 257 .7 207 20.9 252 OD 21.8 287 25.0 210 21.5 287 23.1 244 10.1 207 20.9 240 172 287 19.3 277 1{.4 287 10.6 232 X y 8 p IOBh 24.2 227 M.7 205 20.2L217 20.8 201 17.7 727 18.0 198 16.1 227 150 1B5 W111in 22.3 217 22.7 1B4 18.0 19,1 191 16.9 215 10.6 188 11- N fYA (X17 120 In tt.e 134 17.9 1117 U X a 0 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0_ Z min N Anchor Ca ecll Table Ibe ANCHOR CAP.,,,,,,,, ...RRR �r•1 Subsimto: 2.7L Canorde 3.51;Cono, Hallow cmu Filled CMU PT Wood Mehl (DP-)X( )=ANCHOR CAP.,,, Of 5111-Eko 114'SS Eko 5111-Elco 114'111 Eko 910 Stool 812 Steel 112 Sled MULLION CAP.,d,,,,, AncborCllp Patterns 3116'El..Utuazan 114'Elco Uwacon 116•Elco UlOroonjkoUlUecontnveeon A(pMieta unncan Ap9ra0e1ar strawIts)9amw(C{�) Suaw(as) USE THIS FORMULA TO OBTAIN THEANCHOR 1 2-trr f' 21rr sve t 2-Ire2-1rr 2- 3-ve 2 0.411 0.54` 0.324 CAPACITY REQUIRED'CORRESPONDINGTOAN Embedmml lht 1.314• x314• 1.314• 1-314• r f-04' 1.114• 1-v4• 1414• 1-ile r talc 1-ve• taAee ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amtm®4.75,Min.O.C./StmWd aO8ec10p t.I) 390 k0. 390W 450lbs 890 W9 1644W 270W 2801os740W 374165 W4Ios 940W 341W 4421be 5601W OPENING,WHEN IT IS LOWFJ2 THAN THE MULLION 4 Ankh..®1.15'MIA.O.C,I StoiWwd for Offset)Up(Fig.21 490IN 700 to, WA WA WA WA 36011, WA WA WA WA 6B2 W 685149 11x0 W CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Alore Q 3•Min.o.C.1(2)x55 A.&CWP I(Fig.37 750 W Teo Itn BBO W 15FA Ibs 1699161 540 W, 5601MTeo the 7/816. 8801w 1892134 get bo 8e51D5 1120 M MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchas C 0.45'Min.O.C.I Ualp,Into.12Y A3wn.(Fig.4): WA WA WA WA WA WA WAWA WA WA WA WACAPACITY WHICH MAY BE USED TO QUALIFY t A, I FtW ff11 5): 11 W 195 bs 225 W 445163 622 W 135 W too Itq3701bs 1871!4 332lbe 473 W 170 W 221 Iba 2BO W ADDITIONAL ANCHOR OPTIONS FROM THE 2 A hom 0 1.15•Mh.O.CI F121p(Fl9.61: 240811 350 W wA WA WA WA ISO W WA WA WA WA 311 W 412161 SBO Ibs 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 REVISED m complying with the Floritb Uu(Iding Gale Ac«p1m100 No 16-021$ FIGURE I: FIGURE2: TABLE NOTES: 1.000' B3plmtimDett QQZI ---' �-- • • • . • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1By i Product Can SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750• \��•;•''�1GENSC HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - No.60705 �( ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 011, - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL 13E PRESSURE-TREATED 376• ,'0:,FIGURE4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.124' } •THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 'I I1 UF .) 1•X2.76'X.376'MULLION-JI THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STCK AND A36.ALL ANCHORS INTO METAL TEEEL 8 B B.S.OR LEAST AT 10 S.S,CREW THREADS BEYOND „^,, ,P.E.� ��;P.E. FL 58705 TABLE 4A w Mullion CO ea Toble Ibe7R' �� Opening Width(for vedcafy-sparvi7g m Cons)or Opening Height(for horizonts*spaming mNBons) ��•- 501n 60 In 70 In BOF BD In 1001n 120Emt-'o 160E O Reclon0.ior hepiTban9. Raatanodar 7ropRdang. Ractongtar hap7Tdarlg. R.,IwGd4r Tie7J'fdang, Recian w 7C dm PW p•7dwq Rectsnawnf TtVrtdwo. Ractanpxar vwrdeng. 4 1 x 2.76 x 9d 4N7 0• argdar Tm Loafing Loadn9 LoaSng Loading Loading lnedeg Loadlp L.4:91 Loading Loadng Loafing Laedhg Leila. LoWngLondog Loading sY U .660 Alum. Tuble � 2 � it 1 , i H9 , 11 , 1 21 1 � Z o 42F 1740 020 NQ.Q 435 170.0 744 110.0 i7a 170.0 888 170.0 54@ 170.0 802 170.0 319 170,0 5116 f70.4 621 170.0 1216 170.0 621 170.4 1488 170.0 521 138.7 1620 170.0 321 136.8 Ion 17o.0 521 48 In 170.0 708 170.0 524 170.0 0.W 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 651 170.0 1215 1700 677 170.0 1417 170.0 650 141.7 1417 170.0 Sao 121,6 1417 170.0 680 100.3 1417 170.0 080 50.025 In 170.0 747 170.0 603 170.0 890 170.0 031 178.6 1045 110.0 604 170.0 1195 170.0 723 1826 12M 170,0 747 140.3 1286 f70.0 766 121.9 1280 170.0 756 164,5 1288 ITOD 730 SiA 1288 170.0 756 W O B a S4 In 170.0 707 170.0 612 1700 056 170.0 Oct 170.0 7116 Ina 754 150.7 1130 170.0 603 1319 1130 170.0 837 120.6 1130 f7o.0 658 iDo.S 1110 170.0 685 65.1 1130 170.0 88t 76.3 1134 574.4 881 60W 170.0 885 170.0 7D1 148.b 015 162.3 701 125.5 018 144.5 746 100,0 915 132.3 735 97.6 015 123.9 720 87,9 9f5 116.5 720 732 915 114.4 715 02.8 915 MA 715 64.9 016 114.4 715 4'- J 83 in 151.6 030 1519 710 12&6 830 130.9 691 1085 830 721.2 801 91.9 630 1122 670 640 630 104.6 802 73.9 870 99.4 558 631 830 91.5 540 543 630 91.1 048 47.4 830 94.1 049 C 680+ f32.1 757 140.0 850 110.0 767 110.6 eae 81.3 757 145.9 824 82.6 757 96.1 814 730 757 59.1 0.08 88.0 757 843 800 55.0 767 799 593 47.2 137 78.2 $97 41.3 757 763 39f Z d m 72 F 101.7 Bag 1089 552 81.0 am 91.0 340 727 610 60.1 530 61.8 875 727 521 56.5 836 88.5 314 50.9 830 82.3 608 424 038 572 500 3013 670 56.3 497 31.5 638 65.2 497 2 LU U) r .3rNin 0615 571 OOA 496 721 571 70..8 {08 6. 571 01.4 470 54.1 571 60.6 471 480 511 65.6 464 43.2 671 61.8 458 3B.0 67t 47,0 45f 30,9 571 44.6 447 27.0 $71 N,8 448 -�; z i` 80.D 542 83.4 474 68.7 542 70.6 465 37.1 642 82.1 456 50.0 $42 55.1 "a 44.4 542 5t9 442 40.4 612 47,5 437 33.3 642 42.0 420 286 542 40.8 425 25.0 W2 401 423 }- ,� `- •-' Z p d O 52.1 107 57.7 701 41.4 Itl7 454 355 37.2 407 30.0 N9 326 407 73.3 343 380 407 32.1 316 28.0 407 28.8 1N 21.7 401 28.1 727 160 407 2111 322 16.3 407 21.0 -mi- GO 19 12.0 330 H.1 720 !23.1 0 150 172 314 30.7 35832.4 30c 26.5 3% 28.8 304 23,5 336 281 300 211 156 21.0 200 17.9 356 27.0 28D 15.3 355 18Z284vyX 30.1 283 30.8 256 .Y 281 259 251 Zt.5 283 22.5 247 18.8 281 i9.c 2{4 76.1 283 180 240 15.1 263 16.5 237 17) �27.6 267 28.3 211 287 23.8 238 10.8 287 20.8 235 17.1 287 183 231 15,1 261 19.5 228 120 to 22.0 229 22.1 200 18.3 278 186 205 15.7 220 10.2 202 TABLE 4BV x 0' 0 a.� z o a ANCHOR CAPACITY ADJUSTMENT FORMULA: g mQ Anchor Ca ecl Table(lbs) AN 'Al.,-_) u S.S .1w, 27kCarcrae 3.skcom. Hwd-cmu FmedGmu PT Wood Me1.1 (DP,,,)X[ ANC710RCAP,, $ Glc Eko 17/'88 Eko GtG Elco 1/4'99 Eko etO 9tM 012 9ltd YI281ad l MULLION CAP.,,�,,,, r~ rX rs�z�x P Arctw type: 8lt6'Eko ulaecm 114-Elco Ulaecm 31i8•Ebo uWacm Im,Elm umwon oolsc>wa Wu54m A90reGetor 95ww(Os)screw1w 0128IGS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor CN Patterns Warm A Edge Dlstsnc.(F): I- 2•Irr 1• 2.112' 1-110' 1• 2-172• I' 2-err Y 3.118' r 0.46• 1 0.54• 0.124• CAPACITY REQUIRED*CORRESPONDING TO AN Embednont(W), t-Y4' 1.3141-374' 1-114' r 1-114' 1.114• 1.174• 11414• 1.114• 1 1-114• r lata• 1-n wtks ACTUAL PRESSURE REQUIREMENT FOR THE ZAnchola!$4.75•Min.O.C.I SIaWeId Or Orsel alp ffq•11 lea to 390 m6 =W38 1644156 270 an 280Iw 354155 740Iw 3741ba 6641w 9461w 341 IN 442 WWI ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ambm@ 1.a-Mm.O.¢/Stmdmd W 031.1)cap ffq.2t 483M room. WA WA MOW WA WA WA wA wA 682W5 0.651 112D roa CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchom 0 3'Mtn.O.C.f(212x5 Anak alp,7(FIQ.1C 760 W 760 me ION W3 540 Ib5 56016e WA 760 ros 748 ib Me fw 1692165 w2ba t12obs MULLION,IT WILL YIELD A MINIMUM ANCHOR 2AmDd.Q 0.47'W.O,C.1 UCLA.Wo.12Y AWm.(Fig,4): WA WA WA WA WA WA WA WA WA WA WA 71510. CAPACITY WHICH MAY BE USED TO QUALIFY 1 AmtW I FC.1p(Fig.5): 195 ma 103 m. 822 WS 135 m. 140(be 177 me 3'70 ma 107lbs 3721D6 473 ms 1T0bs 221 ibs 2801b. ADDITIONAL ANCHOR OPTIONS FROM THE a@1.15'MIn.O.C1F4lp(Fq.6) 240W 350 ms WA WA 1901w WA WA WA WA WA N1 m. 442113 SBOIw 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 REVISED as complying wish d19 Florida FIGURE I: FIGURE 2: TABLE NOTES: Boldins Calc %6.s72s8.4x3 Acctpmanw 140 • • • --i 1.000' r^ Bspi"tion Data /2667 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dy • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mxvn " \\t 777 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS lSALLOWABLE, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' �'� LVGL-I4SC •.`.P rl HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, �T FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No..130705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ;�;A Q �,[ CONCRETE BLOCK UNIT(CMU}SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED 650• -`U ✓( tl `" FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' S NIL OF THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045`THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT - ,{�'•. �. _` • LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75"X.650'MULUON ',b,v •{OR14P. ('7' • • �� THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE ST£EL,18-6 S.S.OR 410 S.S. f1j7/1will '\1 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A ah Mullion Capaoity Table IbalRt X Opening%Mdth(for verticoly-sperrirgmullions)orOpening Height(forind2nrdaiVsp6mirgmUGons) 501n 80 in 701n 801. 001n 1001. 1 1201. 14091n loo in ' 0 R.Ianguler TreprMam RocImoar Tre7Ytdang. RacwngWar Tlepfrdaig. Radwgdar TradTdarg. Roolongilor TiapRdarg. Raclen9dar Tmp'Wang. Reclengdar TnpMang. Racten9War Traplfdarg. Rmtang w T(aplTdang. 1".3.125"X LoadnO Loafing Loadng Loadn9 Loafing Loadng Lwdn9 LoadnO Loadlg Mro Loadng Loodng LeahLoafing Loafing Loafing LoadW Looting sx a .600"AlumLL•g•'. F$ kg• g Tube Mull 3 3 �B � B � U � � � 3� � � g c� � c�� cV 8 m Sc 2 5 Sc o: Sc 3c Y 3i 2 1 71 1 O 421n 170.0 820 170.0 435 170.0 744 170.0 478 Woo BBS 170.0 508 170.0 692 170.0 519 170.0 1118 170.0 $21 1 170.0 1240 1 170.0 521 170.0 1488 170.0 521 170.0 173$1 170.0 521 154.4 1602 170.0 521 J W 481. 170.0 708 170.0 524 170.0 850 170.0 584 170.0 922 1 170.01 030 170.0 1133 170.0 081 170.0 1275 170.0 077 170.0 1417 170.01 M 157.7 1577 170.0 660 135.1 1577 170.0 880 118.2 1577 170.0 880 7 E 2 50A25 in 170.0 747 170.0 563 170.0 696 170.0 WI 170.0 1016 1 170.0 064 1170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 {494 170.0 758 1413 1495 170.0 765 121.5 1495 170.0 750 706.3 1495 170.0 768 W O 8 0 54 In 170.0 797 170.0 612 170.0 950 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 186.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 801 100.6 1401 170,0 861 93.4 1401 170.0 681 j M 601n 170.0 665 170.0 701 170.0 1063 170.0 797 1505 1156 170.0 876 138.7 1156 167.0 028 123.3 1156 156.5 017 111.0 1158 149.7 910 02.5 1156 144.5 003 70.3 1150 144.5 003 60.4 1158 144.5 003 F- 63 -• J 631n 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 080 119,5 1049 141.7 546 105.5 1649 1320 030 95.0 1049 125.5 028 79.9 1040 119.3 520 63.5 1049 118.0 610 59.9 1049 115.9 519 2 In y t CJ Ea ea h 168.6 955 170.0 789 130.0 055 151.3 801 119.1 055 133.7 788 1042 955 121.4 775 02.5 955 112.8 765 83.1 955 106.4 757 695 033 99.8 740 59.0 655 96.7 746 621 955 98.7 745 Z LU g ?$2 a- 72 In 128.5 663 134.9 697 107.0 603 114.9 632 91.8 663 101.1 070 60.3 803 91.2 659 71.4 803 53.0 649 64.2 603 78.6 042 63.5 803 722 832 45.9 603 59.8 828 40.1 803 80.7 5*P U) ,=g7 761. 109.2 721 114.1 629r31.7 721 97.0 016 70.0 721 65.1 605 08.3 721 70.5 595 60.7 721 70.1 686 54.0 721 85.1 519 46.5 721 li9.{ 589 39,0 721 55.5 661 34.1 721 66.1 563 Z Q V 79 in 101.0 054 105.4 509 684 59.4 557 722 654 78.4 $75 63.1 604 70.4 567 65,1 684 64.4 558 50.5 ISM 59.9 551 42.1 661 64.1 541 36.1 684 61,3 536 31.0 084 50.6 534 Z Q c- 90 In 901n 85.0 $14 67.9 456 514 67.3 448 47.0 611 50.0 440 41.1 514 44.5 433 36.5 514 406 427 329 514 37.3 421 27A 514 33.0 412 23.5 514 30.4 400 20.8 614 29.0 403 Fa' )n Z w G ae1. 54.2 452 65.7 104 452 17.0 398 38.7 452 40.9 300 31.9 452 36.4 364 30.1 462 32.0 378 27.1 452 30.3 373 22.6 452 28.0 385 19.4 452 24.2 359 16.8 452 22.8 355 U) X o �� 108 In 38.1 357 30.9 322 357 327L259 27.2 357 25.4 312 210 357 25.2 300 21.1 357 22.7 363 19.0 337 20.8 209 15.9 357 We 203 13.6 357 16.2 207 11.9 357 15.0 263 w1111n 35.1 330 35.6 300 336 30.1 25.0 338 25.1 298 21.0 338 231 292 105 338 20.6 268 17.5 338 19.0 284 14.5 338 16.5 276 12.6 335 11.6 213 11.0 335 13.6 209 [M U)X 3201n 27.7 208 26.2 263 289 23.7 10.5 269 20.3 256 17.3 289 15.1 252 15.4 289 18.3 249 13.9 289 A. 246 11.0 260 126 210 0.B 209 11.{ 230 8.7 289 10.4 232 Q. Z O (7 TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: D-$ mO;p AnchorCO acl Table[[be) ANCHOR CAP.,-,_) �m� s'"Wa 2.7L Co rrle 35a Conc. Rdww CMU Fled CMU PTWo03 Mda (Op-)X( =ANCHORCAP. '� -3 low 511E Fico JKWA EtN1E EKo vP 3S Elco 510$I d rH2 skxl 9125104 MULLION CAP.,,,,,,,,., AnehorCllp Palkma Ancnor Type 3•tCEtco unrsm V4'EkONracon Uarazoo 3'16'Elco Uancdt vP EkoUBracon U6mcm AMMGGatar scros(G5)saew(G5) scrn(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgc nsla-9n) V 2.112• t• 2-vz 31ff V 2-uz V 2-12' 3-1/5• z o.4a- 654• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Fmbednent n fEIP ,-TC talo• 13'4' r 1-w• 1-v4• 1-v4• 1.14• 5114• z 13'5• 1aa v les ACTUAL PRESSURE REQUIREMENT FOR THE 2Am"t9 4.75*Mtn C.C./Slandxd ar081e1 C9p(R0 1) 3W Ibs 300 ax 450 ms Do S, 1611155 270 ms 260 ms 364 ft 7401b1cs4 ms916 ms 341 a, 442m660 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arctas®1.15•Mr.O.C.I Slanmal(d Omel)CUP 094 460 ws 700 ms N!A WA NtA NIA 950 w0 NIA WAwA WA [39269 B659n 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmMm@ 3•Min.O.C.7 235 AIgleC"I(R03) 780 ms 7005s 6W 63 1560] 1896163NIA 76O It. 6W m5 1692 ks w2 os 865ma 1120Ms MULLION.IT WILL YIELD A MINIMUM ANCHOR SAnw,00.45•M6LOC./UC ,Inlo.125'Num.0`g f3 WA WA NIA WA I. NIA WA NIA WAWA WA N/A WA 10736s CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMWI FCUp(Ra 5) 196 IM 105 m6 ffi 6s 445 ab 622 gn 193 ms 140 R0 1771bs 370 ms352105 473 ws 1700, 22t Ito 280 0, ADDITIONAL ANCHOR OPTIONS FROM THE 2 Antro,®1.I V MIM 0.01 FCU 9 240 M I350 ms wA WA N!A N/A 190 9, NIA WA NIA WA WA 34169 412 mt M0 09 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. P1<000LF REVISBD m complying tv(Ih 9w Florirbs H 1.000•�I Building Cod. FIGURE I: FIGURE2: TABLE NOTES: Ac 4.11-ro CM 14,0 218-03 irali.n Dalt EAP 101 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. 111110 i Dodo Product' 11((11177!77 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - 3.125' ��C�� J74(((.I��i FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ;��,•''1,1GEIJSC''•,'P • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. '•TIT ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -'i No.511705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED D.500" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -•-O '• (_,f� Jr,b 1l7 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' f •'• 5'I A(T- 1'X 3.125'X.5'MULLION F .'•'�U\ • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (1•VF MULLION) 'C� ••.FLUR(OI�•' SCh �� • THE MATERIAL.N10&N12 ANCHORS INTO WOOD MST.125'THICK AND A36.ALL ANCHORS INTO AYBESHALL EXTEND S.S.OAT LEAST 10 S.S.CREW THREADS BEYOND /�S U(q A`- • A.LYW&LER,P.E. FL P.E.#58705 TABLE 6A aw Mullion Capacity Tobin(IbsIR) Opening Width(for n9Wcaly-span irg mullons)orOponing Natant(for horizontsiy-Bpaming mations) 60 In 601n 7I 60 in F. I00 In 120 In j 140 in 160 in IQ 65• Rmtenw1ar Trapt7dwg, Re4tingator Trap7Tdan9. tiadan0ller Rapridwg. Fectangul. TrapTdang. Roctanguiaz TtapTAmg, Redavd. Tf-1Tdana. Rml.prlar Ttapfvan9. Raetmou TtaptTdanp. Rectangular TtWTdug. a 1x4 x.125 Loadirp Luadihg LadNe Lording LaadinD Loading Lowing Loa•og Loading Loading Loadno Lad41g Ladog Loading Loading Lowing Loafing Loedn4 QY4 Alum.Tube S S A fl Mullion � �� d rS�' �' � � � �' � � � cS�' � �` ��' � � /R� � ��• � � � � �� N � z ml I mil I z Q � 4213 170.0 $20 {70.0 436 170.0 744 170.0 478 170.0 $88 170.4 606 170.0 982 170.061P 170.0 1118 170.0 621 170.0 t240 Me 621 170.9 1368 Mal 521 146.61 1469 170.0 621 1127.6 1489 17CO 621 451n 170A 706 170.0 624 170.0 650 170.0 684 170.08Pe 1]0.0 870 170.01 1137 1170,0 681 Me 1275 170.0 877 168.3 1303 170.0 650 130.3 1303 170.0 680 711.7 1307 170.0 680 07.7 130.1 170.0-We- 50.W&I e60.8251n 170.0 747 170.0 683 170.0 age 170,0 631 170.0 1046 170.0 654 174.0 1195 770,0 723 188,7 1236 170.0 747 140.6 t235 170.0 roe 117.1 1235 170.0 766 100.4 1236 170.0 1 758 87.8 1235 17all 75a a,��, to 64 Y1 170.0 797 110.0 612 170.0 958 170.0 691 170.0 the 170.0 764 154A 1165 170.0 603 1372 1768 170.0 637 123.6 1158 170.0 656 102.9 1168 170.0 661 66.2 1tO 170.0661 77.2 11611 170.0 061 m 11 80u 170.0 687 170.0 701 168,7 1912 170.0 707 142.9 1042 I6L1 832 125.1 1042 148.7 016 111.2 1012 136.0 001 100.0 1042 130.2 791 83.4 1042 126.1 762 71.0 1042 126.1 762 02.6 1042 125.1 782 (mD J 8313 470.0 970 170.0 716 7612 982 183.8 816 129.8 982 tMA 798 713.4 842 1}1.0 782 100.8 892 121.4 766 907 992 114,8 765 76.8 922 108,4 746 64.8 892 108.0 144 56.7 992 704.0 744 S 6813 186.4 047 170.0 TBP 137.0 047 118.0 704 tl6.1 947 130.3 706 10.7.0 047 117.7 772 OLD 417 10x7 738 02.7 817 1022 727 BS.B 417 85.1 713 69.1 947 94.0 711 $1.7 047 94.0 711 Z U) `L M N 135.0 849 142.7 737 1132 Be 121.6 122 97.0 840 106.0 796 61.9 614 88.1 096 76.5 619 60.7 668 d7A 840 AV 875 68.8 $49 76,3 659 46,6 640 72.6 662 426 840 72.4 861 ? w 7813 116.5 762 120.7 663 C47.4470 102.8 852 92b 762 06.0 640 72.2 762 80.9 820 843 782 742 820 67.8 782 682 813 4ai 782 62.8 6P2 47.5 762 59.9 687 38.1 782 64.4 685 ..Z Q J <t 701n 105.0 724 711.4 634 94,8 621 76.3 724 02.9 609 60.8 724 747 6P9 59.4 T24 88,1 691 W./ 724 83.4 553 44.6 721 57.3 573 382 T24 64.3 667 33.4 724 53.5 566 _I DO to 69.6 543 71.$ 483 60,7 414 44.7 643 62.4 466 43.6 843 1T,7 458 386 613 42.8 452 34.8 513 30.5 448 28.0 843 34.0 438 24.8 643 321 430 21.7 543 30.7 428 Z O 4661 67.3 476 56.8 427 49.7 4tP 40.4 476 452 {t2 38.8 476 36.5 406 31.p 478 34A 400 26.7 476 320 395 23.9 478 28.1 388 20.5 478 26.8 380 17.0 478 24.2 378 )- t7 �p0 ggO tO81n 10.3 377 11.1 341 73,5 J7T 13.8 335 28.8 }77 30.0 JJO W221 22,4 771 24.0 321 20.1 577 220 717 10.0 377 19,0 710 qA 777 17.1 301 •,N-Iii N 37.1 337 37.6 323 349 737 37.6 310 ZSE 357 27.8 317 MIE3308 22A 305 18.5 357 20.1 301 15.4 357 17.i 294 1(1201n 24.3 305 29,6 279 24b 306 20.1 214 27.9 300 21.7 270 17.3 287 (!) y(n 1H In 17.0 212 172 195 U x ,� 7 TABLE 66 IL�� z ANCHOR CAPACITY ADJUSTMENT FORMULA: µ Anchor Capacity Table Iba 4'$P suaaale: 2.7A cb .16 ANCHOR CAP.„,,,,,•, 3.6Y Casa. Ho6arCMU Filed CMU PT Wood Maui (DP)X t }a ANCHOR CAP."„ `3 ytB•f-Jco 1/4'SSEko 61I8•Elco 1N•93EIco 01081083 91281881 6f291ed MULLION GAP.,,,,,,,", Anchor Clip Patterns Anatxxiypa yI6'Eka tabacan iN"Ek.Umaem t80mon 3118'Eko{Atraeon it4•Eka unracon ApOn4aur Maxon A9araCamr Senar(as)a,mvr CG31 S 12rr I�5} USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Ixelenoa Mk t• 2-Ire• t' 2-112` lire• 1• 2-Vr 1' 2-V4' r 3416• Y 0,40' 0.64• D.324' CAPACITY REQUIRED"CORRESPONDING TOAN Emaamant(Ink I.31r 1.314' 1.314• RV r I-ire I-u4' 1.114' 1.tir 1.14• 1.14' Y tali• 1046• sadea ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMxa®4.76•Min. .C.18uMprd a 061047 cap(Fig.182): 390 ant 380 me iso roe 5B0M 1644 151 2704104 280 me 3544w 7409n 374104 8811a 916 the 311 ant 412163 580 @e OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom @ 225'Min.QC.7 Sundatd(0r06e1}C6p(Ftp.3) 10043 700•a 58D W 1410104 852 to WA We rw WA 830IDs WA 890Iba WA W2 @3 1165 Ica 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED eAtw6we®7.15'Mh.O.C.I Suwurd(w0beq Clip(Fq,41: 960108 14001W WA WA WA WA 7601ba wA WA N/A WA WA 1383 fa 1110 me 2240104 MULLION,IT WILL YIELD A MINIMUM ANCHOR 4Ancswrea3•M9Loc.r(2}2e5AtWe( attFlp.S}: r6oma 794 roe beoma t5eala 188668 stoma s6ol6a MIA 760@8 74stm 8601ba 169ziw 062 we 05 lb. 112498 CAPACITY WHICH MAY BE USED TO QUALIFY B Anclan IP a'Mln.Q.G.I(Z)7045 Anpk Oipa/(Fla.s): 1170104 1r701a 10211 me 234016, 2614 Nn 510 m6 510104 WA 1140 lbs 1122 Oaa 13201be 2638104 1022104 1327 lbs 1680 m9 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Are110m 0OA5'S9n.0.0.1Utap,In1o.t25'Alam.(fip,lk WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 ant ANCHOR CAPACITY TABLE. 2 Arctan 04 2.28•Mu.O.C7 FL11p(Fig.Bk 350 Dm 3501a 280 ma 705 me 476 m1WA 280101 I WA 315108 WA 440104 WA I MIN 1 442 lbs 560104 PRODUCT RBVISEt) 4Anabom 1.15•Min.O.Ct f4alp(flp.B}' 460 me TOO toe WA WA WA WA1 380la I WA I WA WA WA WA 682104 667104 1120 m1 as c01"plylna with to Flefiba NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, --j 1.000• t-- Aca hrr"Dddc}(o•b2i$ p a Expiration Data �D$I TABLE NOTES: By FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4i FIGURE B: FIGURES: Miamf do! 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 7757 i+5+TTTj�1 • • • • • • • + + • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4 • • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Q�••''�.)CE:NSF ''•FNA i it 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'000" " 'r: No.50'105 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW = ~' FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. Y.0 �•TTAN' f!r"-"�- CONCRETE 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW ND GROUT•FILLED BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125" � fi .,j'LORtpN '.. SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125"THICX,STEEL lin •L R1•• 7C9`` ( > AND A38 ASTUDS TO LL NCEA IHORS INTNIMUM O MEA SHALL EXTEND AT LEAST E 33 AND.045'THICK(18 9 SCREW THREADS BEYOND THE MATERIAL#10126- t5K 1 t' ANGLE CLIP FIGURES 58,6 MUST BE USED IN PAIRS. .STRUCTURAL STEEL TO BEAT 1"X 4'X.125' 1 1 #12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.Oft 410 S.S. MULLION A,LYNN AL�ER,P.E. FL P.E.N 58705 TABLE 7An Mullion Capacity Table lbse tr Opening Width(for asruca0y-Spamin9 mullions)cr Oponing Hatght(for hoAzonauy-span/ung muilons) 501n 60 N 701n 40 N 901n f0q N 120 N 1401n 1601. • O 178etangl4ar i4aptTrlang, Recta-pilar Ttaprfdang. R.I.War Trapfti. Rodan ilor Tia den R4ct p•iitenp, R aaaw T"'fo "' Reclsnpolm Trapfrd-pe ReotangWar Trap?denp. ReWanputar T'"'TrIang• lid i xdx.376 PR 4 M Tn QY4 tnae.p LatdnO 4oeAnp LoaaNg LaOnp Laafng LaMO laaAnp 4!!04.0 Landing •loa0rig Lading LOedtq Loadlnp LoadNO Loadlnp Lading LadiDa B Alum.Tutee T¢tll ) AGI 4�a tui �gG �rt Mullion T _ p� ${' � s _ $g� T `�¢' Ct s' -i � tS 6 �' d 'cps ' �' tf11111 ,1 N a' 3 11E i d S R d I � i 1 2 Ill 11 g 111, Z "� � W H 4?In 170.0 620 170.0 435 170.0 754 170.0 478 fl0.0 Na 170.0 600 170,0 992 170.0 619 1701 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 021 170.0 1735 170.0 621 170.0 1983 170.0 821 1!J 181. 170.0 708 170,0 624 17x0 050 170.0 661 170.0 992 170,0 W0 1701 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 1700 660 110.0 1983 170.0 600 161.0 2034 170,0 680 � x 50.82bN 1701 747 170.0 683 170.0 688 114.4 8.71 574.0 1018 1706 884 176.0 iiS3 1704 723 170.4 1345 174.4 747 170.0 7494 170.0 756 170.0 1793 17OA 750 150.0 1918 170.0 750 138.6 1819 170.0 756 ZE a 11) 641. 170.0 797 170.0 012 I)0.0 eS6 1)0.0 891 170.0 1116 170.0 761 170.0 1275 170.0 803 170.0 143! 170.0 637 170,0 1594 170.0 INN 1691 1709 176.0 861 137.1 1799 170.0 861 120.0 1799 170.0 681 LU O 60N 170.0 065 170.0 701 170,0 1063 170.0 797 170.0 1240 170.0 675 170,0 1417 170.0 944 170.0 1694 170.0 908 155.6 1619 170.0 1033 129.8 1819 170.0 1063 111.0 1619 170.0 1063 97.2 1019 170.0 1063 J 831- 1700 830 170,0 745 170.0 ilia 170.0 550 174.0 1302 170.0 940 170.0 1408 170A 1018 168.7 1642 170.4 1075 141.0 1542 1700 1122 ILLS 1642 108.5 1189 100.7 1642 187.9 1167 88.1 1542 107,9 1157 J {, 681. 170.0 974 170.1) 759 170.0 1169 170.0 90.1 1)0.0 1304 170.0 1002 180.8 147? 170,0 1088 142.0 1472 186.5 1148 128.5 t4T2 160.0 1130 uv.i 1472 147.8 1108 91.5 1472 148.0 1104 60.3 1472 146.0 1101 Z r1)a m ,}�•, 72 in 1701 1063 1701 e)8 170.0 1273 170.0LLI 10a9 150.8 1320 480.2 1101 1320 f320 1149.9 1082 117.3 1320 137.8 1060 105.8 1320 128.0 1049 00.0 1320 117.0 1024 76A 1320 112.0 1013 e8A 1320 112.5 1012 U } 76N 170.0 ft?2 170.0 937 1491 1154 159.4 1013 1253 }184 139.9 904 1123 1154 128.7 978 99.7 1154 1183 954 89.8 1184 107.5 962 74.8 1154 SIX 935 64.1 1164 93.1 027 W1 1184 923 925 7 CO z 781- 188.1 1124 170,0 901 130.4 1121 147.0 go 110.6 1124 128.0 947 103,0 1124 116.5 931 02.3 1124 105.8 915 53.0 1124 95.0 906 99.2 1124 89.0 090 59.3 1121 641 861 51.9 1174 53.2 578 Q J t� a 90 in 108.1 BN 111,8 760 90.1 54{ 91.3 736 17.2 $44 82.1 721 87.8 614 73.3 712 B6.t 814 86.5 102 641 8#i 81.1 893 45.0 544 54.2 078 38,8 841 50.0 068 33.8 644 47,7 682 Q m 6 54 N 09.1 747 01.0 983 74.2 742 77.2 632 83.9 742 87.2 811 36.7 712 69.6 811 41.8 742 64.1 872 44.5 742 411.8 614 37.1 742 43.8 040 31.8 742 39.8 690 27.5 742 37.0 864 )a• k y Z OD p C0 q ELS r 1081. 62.8 506 83.9 070 62.1 $06 63.6 621 54.7 608 {8.8 613 79.1 686 11,4 505 31.9 608 37.3 498, 31.3 609 51.2 192 20,1 664 79.0 481 Z1.3 666 26.0 472 19.6 565 24.7 466 Jf tit be 37.0 355 50.0 503 48.0 SS5 405 495 41.2 655 429 467 35.0 65S 30.0 100 32.0 658 34.2 473 281 550 31.3 467 ?!,0 0465 27.1 457 20.9 565 24.7 446 180 505 22.4 442 7( �S X 1201. 488 476 48.4 473 30.0 476 59.0 428 32a !73 33.7 420 20It .5 173 28.5 414 26.3 454 26.8 409 225 47S 24.5 404 19.0 470 21.1 395 18.3 475 15.7 787 14.5 476 173 761 U X Q 144 N 26.4 370 28.7 3(15 22.0 330 Z2,4 301 18.9 330 19.3 297 16.6 330 17.0 293 Q z O O TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: N m0 m AncharCd Capacity Table(lbs) ,g zpt �R' � samtnn: 2tk Carcras 3.5k Caro, R03ow CMu FOee CMU PTtWoq Meias (OP,,,,)XtANCHOR CAP.,,a,, l=ANCHOR CAP•,,, F Ti o'�a� Site'E100 1/4'88 Eko 5/16'Eloo 1/4'68 Elco 010 Slael 012 81eo1 YI2 stall MULLION CAP.,,,„„•„/ Aneba Typa; 3116'Eko Wtraem 111•Eko UfOeoon 3118•Eka Ulba. 11/4'Ek.Ulfraeon ARCt7arCllpPaOame u6amn Agpnaata Urtrocon A2Dr6Gat0r So-srr(45y 90n:wtGi3 so-(a5) USE THIS FORMULA TO OBTAIN THE"ANCHOR EaOe daUrca(N) r 2.1re r z-1n• 3.118^ 1• z-1/r r 2-1rr 2' 3.116• 2• 0.45^ 414• 4.3x4• CAPACITY REQUIRED'CORRE5PONDING TO AN Embedment Mk 1374' i•3/i' i3ta• }aN• 7 1-t IV Mi' t-I(4• 1-114' 1-11/4' 1 1.114• 2- 1.318' 1;110' ase.. ACTUAL PRESSURE REQUIREMENT FOR THE 2An 11 4l. O.C,IstSndala00sal C9p(Fie,152): 390 b1 390 lb, 4501. 6801. 1814 b7 27015! 2801. 354 k5 7{01. 3741. 604 lbs 0480u 311 I. 412159 6801. OPENING,WHEN IT I5 LOWER THAN THE MULLION 4 Ancfwm 543.25 Mh.0.C,lsia.lad(aWhat}Cep ff>Q 3}' 704 ma 704 res 55005 1416116. 05215! WA Seo ke WA 633 U. WA Wo The WA 662 we 985 the 11z4 roe CAPACITY(FROM THE TABLE)OF THE SELECTED 9 Anon®1.15•MN.O.C,/slander!(or 09581)Cep(Fig.Q; 960 On 1400154 WA WA WA WA 76014* WA WA WA WA WA 13631. 1770 I. 2240 k4 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AtkMn 3•Min.O.C.tC2Y 2a5Angia Caps J(Flo,Sk Me 9» 780 JIM 680 @ 560 a 51 1896 ib 540 t. 56 U- WA 760@.1 7481. 8801. 1892 lbs 682 N5 085(ba /12o r a CAPACITY WHICH MAY BE USED TO QUALIFY BArchon®31 Min,O.C,!(21253An&Cope l i ilr eR 1170144 11701! 1020915 20401. 2544W3 6101. 5401. WA 11401_ba 11221. 13201. 253816! 10221. 1327154 1 1680 N4 I ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amtlan0DAY Mal.OX.lUgip,Nto,t25•AWm.(FW.7): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14301. ANCHOR CAPACITY TABLE. 2 Arwhau/y 2.25'MN.a.CJ F43ip(t'Ip,8): 3501. 350 015 3901. 703(. 4761. N!A 200 1. WA 3151. WA 440157 WA 341•a 412 iba 5601. PRODUCT REVISED 4 Ancien a 1.IV Min.O.C/F431p(Fig 9); 4801. 7001. WA WA WA WA 3501. WA WA WA WA WA 062154 885165 1120104 as OamO{yi-g with dta Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Buildi.8 Code ^� 1.062` '--- -� 1,000- �^•- Ac.pla m No 16-d)ZI$.405 P Pi1m Date ?A2( TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By FIGURE 7: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Miam,IMo� • • • • • • • ♦ • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��`l�l`(VYNN 41/4( �f/i • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE R�",• .;C SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS COLO' 4.000' SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N.,55'1()G_ �- FIGURE 5: FIGURE B: FIGURE 7: - r _ • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND f U GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM 690.WOOD SHALL BE ` ' 4 1'�t�-•--•-�'�gqf� • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE ;�{} t t£O� 4 • • 6063.76 AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046. i� •..,�I.URSOI',•'',�t.?'�:.. .376' ,375" THICK(1861UG£).STRUCTURALSTEELTOBEA7LEAS7.f25 THICK ANDA36.ALLANCHORS -(� ,.�`•y �� ANGLE CLIP(FIGURES 566)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&1112 I"X 4'X.375' I I"X 4"X,375� / t ANCHORS INTO WOOD MAY BE STEEL,18-8 SS.OR 410 S,S. o 'T'-MULLION MULLION A.LS'NN�MILLEI�,P.E. o FL P.E.#58705 TABLE BA - Mullion Capacity Table Ibsth2 Opening Width(for vartce9y-sparring mu'1ore)or Opening Height(for hod7oraaly-spanning mul0ons) k' Sol. 601n 701. 50 in 90 In 100 In 1201n 140 in 160 in 7.26"% Recleno UapfTd.ng. Rodanoor Tr.pmlang. RW.gular Treplydanp. Roetangulu It. Mang. 14acbn01AW Tmpmlen0. Rectangular Trsp/idang. R"Wlluly TropRdang. R.clen9Uor Tmprill-w. Rectangular Tragmang. 4 3.188"x Loadnp loading Loading Loading Leading Loedilig Loading landing Loading Loading Loading Loading Loading Loading loading la.dinp Loading Loa.. ox .286"Alum F¢,_ _ >jg;' _ _ +�Q',_ Tube Mull 1� 1 1 11 a' 61 1 �' d ` � e7� `�' � � � � � � N In 421n 170.0 620 170.0 435 1 170.0 741 1 170.0 47a 170.0 668 170.0 500 170.0 892 170.0 510 170.0 lite 170.0 521 170.0 1240 170.0 521 170.0 146a 170.0 621 170.0 1735 170.0 521 161.6 1789 170.0 521 481. 170.0 708 170.0 524 1 170.0 850 1 170.0 ISM 170.0 092 170.0 630 170,0 1131 1 170.0 661 170.0 1275 1 170.0 677 170.0 1417 170.0 580 154.8 1545 1700 600 132.7 16{6 170.0 680 110.1 1618 170.0 eW _ _ WAH In 170.0 747 170.0 583 170.0 686 170.0 631 170.0 1048 170.0 68! 170.0 1195 170.0 723 170.0 1316 170.0 747 187.0 1488 170.0 758 139.2 1468 170.0 765 118.3 1468 170.0 756 180.4 1465 170.0 758 N 51 N 170.0 797 170.0 612 170.0 955 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1378 170.0 837 146.8 1776 170.0 858 122.3 1376 170.0 661 104.8 1378 170.0 661 91.7 1376 110.0 661 m 417 M O 601n 170.0 885 170.0 701 170.0 1083 170.0 787 165.9 1105 170.0 875 139.0 1158 107.4 930 123.8 1158 156.6 Big 111.2 1155 150.0 912 02.7 1155 144.8 005 70.4 1158 144.8 805 89.5 1155 144.8 9D5 )_-. W U) W In 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1031 155.9 882 120.1 1051 142.0 808 106.7 1051 1323 537 D51 1051 1257 630 80.1 1051 1196 022 as 10.51 110.1 an aao 1051 116.1 021 '> I1- � 601n 167.1 957 170.0 78D 139.7 867 151.6 505 119.4 957 134.0 lag 104.4 957 121.6 T77 02.0 957 112.8 767 536 957 108.6 769 68.8 057 WILD 750 59.7 957 98.9 74a 622 857 98.9 745 Z J g m 721. 128.7 804 1352 698 107.3 804 115.2 684 91.9 804 101.3 671 80,4 604 91.4 680 71.5 604 84.1 550 64.4 804 70.8 843 53.6 504 72.3 633 45.0 So! 80.9 628 40.2 604 69.5 ISM 7a In 109.4 712 114.4 830 01.2 722 87.2 016 76.2 722 ab.3 006 68A 722 78.7 590 80.6 722 70.3 806 54.7 722 65.6 580 45.6 722 59.5 670 39.1 722 68.T 665 34.2 722 88.2 584 V Z S 781n 101.2 685 105.a 600 B4A 655 59.0 NO 72.3 685 76.6 577 63.3 605 70.5 WS 66.2 885 64.5 600 60e BBS 60.1 553 42.2 055 64.3 613 3a.2 805 61.4 537 31.8 805 50.7 536 c0 ~ H Q C) �O Win 65,9 615 68.0 457 64.9 515 57.3 446 47.1 515 50.1 441 41.2 515 44.7 434 311A 515 40.6 428 33.0 515 37.4 422 21.5 516 37.1 413 23.5 516 30.5 407 20.6 516 29.1 404 X Z W In 61.3 453 55.0 401 45.] 463 47.1 307 38.8 453 41.0 301 33.9 453 38.4 305 30.2 453 33.0 379 27.2 463 30.4 374 22.0 !63 26.6 360 19.4 453 21.7 380 17.0 463 229 356 o s0 108 In 36.1 158 39.0 323 J1.a 368 32.8 316 27.2 350 254 313 23.5 358 25.2 300 212 356 227 301 10.1 361 20.5 363 18.0 JOS 150 293 (n 111 h 35.1 375 ]S.6 708 29.7E 70.1 301 25.1 338 29.1 297 220 375 23.2 29] 10.5 350 20.9 259 17.6 JJB 193 285 )( 1201. 27.0 263 28.3 284 232 23.8 260 10.9 263 20.6 250 174 290 182 253 15.4 290 18.4 240 U � Q N 144 In 16.1 201 1e.3 I. Q Z O O CL O A TABLE 86 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q'm� AnchorCa Scl Table(lbs) ANCHOR CAP.,„•,�, Summ 2.7k 0=nta 35k Calc. HWCMU FOWCMU PTwIt du (DP_)X( )=ANCHOR CAP.,,, 51C F1r0 Vd•BS Eka al6•Ek0 114'65 Elco ata start alt sleet MULLION CAP.,,,,,,.. AnehorCllp Paltnma Anclxr iype 3'fa Hco unram uc Ekoulracon Uua<an yte•Ocou6ram v4'EkoUprocon �,eana UBracal AW.:Gda Screrl(CA) scras lG5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EOge Oislame On) 1• 2-1121 1• 2-I/7 31ar 1' 2.12' 1• 2-v7 7 11/6' 7 0.48• 0.324' CAPACITY REQUIRED'CORRF�PONDINGTOAN ErnbcAnml n VW4' I-4' talo' IS'4' r 1-u4• 1414• 1-v4' 1.14' 141,4' 1414• 7 I.M. rales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AmIum®4.76•Min C.C.I Standard ar OIOel Cep O19 n 663 es SM p6 450144 600 is 1641 IDs 00 ms 263 gin 351 ms 740 be 374 IDS 664103 94606 341 IDS We OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15'Mln O.C.IStond id or Cf6e1)C (Fla R 4m m9 700 m NM WA Nu WA 380 Its NIA WA MIA WA WA 182 W 1123IDS CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amhon0TMin.O.C.1(n215Angle Clps/(Ra 9) 763 IDs 763 Me Gro los 1560 ms 180666 54DM 6609; N/A 760116 740ws 6w lbs 169266 6a2ro8 n2gm MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 NxIDn Q 0.45'Min.O.C.I UCUP,In10.121t Alum.Ift 4) NM WA N/A WA MIA NIA WA NIA WA WA WA WA NIA 1430108CAPACITY WHICH MAY BE USED TO QUALIFY l Ammon FClp Ina S) 225 fos 446 He 62263 135 us 1401061T71DS 3701b8 167619 3321De 4731DS noes 20O IDS ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anton 40 IMP Min O.CI FCS (Flg 210 Us 350 m WA WA NIA N/A 163 ft N/A WA MIA WA WA 341 gin 560 b9 ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ul ODUCT EwithVI E FID4im lluildu1s Codd �6„Oz! FIGURE I: FIGURE 2: TABLE NOTES: a ape�Dalcld= 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ByON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Miami , 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPE-IING WIDTHS IS ALLOWABL� Q !! FIGURE 3: tin,.• F ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' �,\C1-N•SF. '•,'P i CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `�'• y,- BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265, _ '` Nu.53765 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ '• Ly GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ;-� •. D �b FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL SE T ::1(,)•.. S,{1C O' / • 8063-T5ANDBEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �'�`7�'•,,,A•10N(OI"..•' �•,:• • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LFAST.125'THICK AND A36,ALL 1.25'X 3.188'X.285"MULUON • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.114'VF MUWON) •121 /�N/��•F\s�• • #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.L 1YNNMILL�K,P.E. FL P.E.1/5B705 TABLE 9A Mullion Ca aelty Tablo(Ib51ff) Opening Width(for wMcaIV%pervdng mugone)or Opening Height(for horizonte(y-0peminp mUDoro) 50h Be 701. Win BO In 1001. 1201n 1101. 160 In ry99yy��1 uO 1.26113.26 R.clenpuYr TI.p/Td.ng 11.Ynp laf Trep/TA.np. RwI.nB.YI Trap/TrYnp. Rect.ngel.r TreplTd.np. R..I..gkr TnPrT"n9. Rmt.UuL r -pffrfam It.cllnpW.r TngiMnp. Rxl.nguYr Tr.pfrb,.% RecYrOW.r T.War4np. a[3 K x.100 Loetl4yDAq Lwonp gaa Lo.dng Loading U.dkp Lwd^p Lwdnp Londkp Lwdrq Lwdnp In.Oinp lo.dkq Lwdrp Lwdnp Lo4dtq Lo.dkp lwdnp Lwdnp pY Alum' b® Mullion55 Uhh y �' 6 pp q g h TSI { h�' [ 4 h�• [ q�' h` 5 h y` r� ¢ [ p g p y Nbs Z � m N 42 In 170.0 620 170.0 435 170.0 744 170.0 418 170.0 1168 170.0 1 608 170.0 972 170.0 file 170.01 1116 170.0 621 153.31 the 170.0 521 127.71 file I 170.0 521 109.51 lite 1 170.0 521 95.6 1118 170.0 S21 48 h 170.0 706 170.0 624 1TOA 050 110.0 661 187.6 970 1 110-01 530 14e-I 916 170.0 Bel 130.4 978 170.0 677 111.3 918 170.0 See 97.6 976 110.0 880 83.6 970 1700 580 73.3 978 170.0 Sao LU 50.626N 170.0 741 170A 563 110.0 686 1/0A 831 150.7 927 170.0 661 131.9 927 166.5 706 117.2 927 159.1 699 1015 921 166.3 See 87.9 927 156.3 695 76.4 027 155.3 885 hie 927 158.3 695 64 N Me 707 170A 612 154.5 869 1700 BBI 172.5 061 153.9 BBD 115D 669 141.8 669 101.0 609 134.0 660 92.7 669 126.11 654 77.3 BBB 128.0 652 68.1 56.9 126.6 852 57.9 869 2266 652 LU 0� Q 601. 143.2 746 153.8 634 IIBA 146 132.3 610 102.3 746 117.6 808 89.5 745 1D7.6 599 79.6 746 101.0 592 71.6 746 B6.0 607 59.7 746 93.3 68] 51.2 746 91.3 65.1 44.6 118 D13 583 (� V) V) 63 kt 123.1 677 131.0 679 101.1 677 1137 565 664 677 100.4 5S3 77.3 577 91.4 545 68.7 877 85.7 539 51.9 617 61.0 534 61.8 617 77.0 529 44.2 611 76.7 529 38.7 677 767 529 (� O J 66 N 101.6 617 114.1 530 89.7 817 97.6 519 78.9 847 60.3 We 67.3 617 78.3 800 59.6 617 72.8 494 63.6 817 68.7 469 44.8 617 64.4 483 38.4 617 63.7 482 318 617 617 482 5 d 121. 82.9 516 67.1 460 69.1 616 747 440 59.2 616 85.2 432 61.8 516 68.6 425 48.1 SIB 54.7 419 41.4 510 50.7 414 34.5 618 46A 408 29.6 616 45.0 405 76.0 518 45.0 405 Z U)i fe ISN 70.5 465 717 4D0 56.7 185 S2.6 3811 50.3 465 64.0 300 44.1 465 48.4 384 39.2 465 45.3 318 33.2 465 42.2 374 2D.4 465 3B.3 387 25.2 465 35.5 361 22.0 465 36.2 303 ^2 W IBh 65.7 441 BBA bl 54.3 441 51.7 379 48.6 441 60.8 372 10.8 441 45.4 308 36.2 441 41.6 350 316 441 38.7 358 17.2 441 34.0 34D 23.3 441 33.1 348 20.4 441 32.7 346 J cl Z 00 N 42.4 331 43.8 296 35,4 332 37.11 289 30.3 332 72.3 284 28.5 112 28.8 280 23.9 332 28.1 278 71.2 332 24.1 112 17.7 332 21.3 280 15.2 332 19.8 262 113 332 18.1 260 ¢ 08N 35.0 291 76.0 760 28.1 281 30.3 266 26.0 791 28A 267 2L9 701 218 246 19A 281 21.3 244 17.6 201 18.5 741 14.6 201 11.1 736 12.6 201 15.0 232 O tmb 21.0 230 25.1 200 10.6 230 71.1 706 17.6 730 16.3 201 15.4 230 16.1 IDB N Z O O 111 in 72.0 110 23.1 191 160 710 10.1 1N 15.2 218 18.6 191 f/.1 110 14.9 188 ,- 1201. 17.0 107 16 2 110 14.0 107 16.3 187 N x X � N a z TABLE9B ANCHOR CAPACITY ADJUSTMENT FORMULA: � � Anchor Ca ad Table lbs ANCHOR CAP.,,o,,,, 40 3 5u uaw 2.7k C-le 3.5k Cmc. HaODW CMU Fdbe CMU PT Wood Mel.l (DP,)X( >=ANCHOR CAP.,,, 5716•Elm 111"88 Elco Ii118'Elm 114'68 Eke 610 Elm] 512 Slee) 912 Sled MULLION CAP.,,,".._. Archil Type: 311W Elm Ullrsoon IN,Eke Ulbocm R135 U6rscm 114•Elco UOrmm USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor CBp Patterns (Mrocm AppiBGelol Ulhacm Apge6eYr 8atew(G5)SoreW(GS) Ecm1(GS) Edge Diolance 8n) t• 2-1n• r 2-112* 3.1W2-lir 1• 2-0!r r 3.116• r 0.48• 0.64' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emmdmea(Y +-94' 1-314• 2.94• tAl4• r 1-114- 1.114• 1•/M• 1414• 1-114• r I IB• 1JI8• 1erl.. ACTUAL PRESSURE REQUIREMENT FOR THE 2A.F. 04.7VMkLbO ./SI.AWdor O0.elaO(Flg.ly 7110 R. 390 b3 4501w ISO lbs 1944 b. 28D bs 35415 740 the 37415 664 b. &film 341 be 44215 5130 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchors Q 1.15•Min.O.C.I Slendard(or OMel)Olp(Fig.2} 480 Bs 70o 169 WA WA NIA380 lbs WA NIA WA WA WA 6821b. 81151M 1120 V. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors Q 3•Min.0.0.1 R)235 Angle CI1W I(Fig.3) 780I* 715015 BBO bs 1560 lbs Ism bs 5001ba WA 76015 74810. See F. 1672 P. 662 be 06515 11201b. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Arches.®0.54'Nn.O.C.I U.a4,InI0.100•AWm.(Fg.;F: WA WA WA WA NIA WA WA NIA WA WA WA WA WA 050 Des CAPACITY WHICH MAY BE USED TO QUALIFY I Arotor/F4:ig(Fg.5} 195 W. les lW 22515 445 b. 82215 1401w 17715 370 The 1571b. 3329. 47315 11015 121 Im 2BO ID. _ iTIUNAL ANCHOR OPTIONS FROM THE 2 Anchors 1.15'Mb.O.0 I FCliy(Fig.6): 210 D.' 35015 WA WA WA WA 10010. WA NIA WA WA WA 741 ge S,4IM 560 Yu ANCHOR CAPACITY TABLE. P11=upl TREVISED ru complying with the Florida Building Code 16-CYl)9.Of FIGURE I: FIGURE 2: TABLE NOTES: 1.250' Acaplwlm No lAlpimfion Dale ZO�� • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Dade Mc7 odu '1111jil" 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. LYNN FIGURE 3: ` �, ••• • ' % ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' .�� \1C(=NSF ••,fin CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �` •'•,yrr/ • BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '7 N,),570705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND j "RT GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100• ., - � FIGURE 4: FIGURE 5: FIGURE B: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE f 1 7 U,/- '.'�.'• 5A1::T 8063-T6 AND BEA MINIMUM OFA 00"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,•'•.• p ( - • �. lDR1f,}•' i .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38.ALL i .\ • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25"X.100' 100- /S 5/ `•- '��` 8-0 #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,1S.S.OR 410 S.S. UNC^� A.LYNN�MILL2k E. • FL P.E.#58705 TABLE10A --_ Mullion Capacity Tabta 6b. ) Opening Wtl6f(forvedi6a"Panning millions)orOpening Height(for hokonte9yspenni g mWlions) SO In min 70 in 8041 90 in IODin I in 140n 160'' 9'• ,4y Raet tW Tu ion. R.I..o., Ra 1$b%s2b ""S 9 pRdar4, Racivtgutar ingt{dzg Roctanpotm TrapTdtng. Rana dor Ueptrrisng. Rasta.edar Trap?da.g, R4ctovgohr 7tapeianp R4cianpolir TmpRdanp. Ract4rgWot hap'trie.g. ci 0 X L..&g Loading Loading Loading Lud'ng Loadip Loift Loa4lnp loafing Loading Lading Loading LO."ll Loading Loudnp Loading Loading LaMnp py,4 Alum.TubaTull �'.. s' s £�. & ,s .n '.. ,g .f .g .t .H '.. % € .E .a Mullion r te . g . 8�,s U � e &E � sc g �G a �� it �a as 83 31 a 1� fa I a fa � a , �a �a f fa d �a i �a �a 10- &a a �a s' a z Nra 42 in 110.0 $20 1 170.0 435 110.01 744 170.0 478 110.01 868 1110.0 506 11100 092 170.0 519 1100 1116 170A 621 IIIA 1240 110.0 621 170.0 1488 VOA 621 170.0 1735 tIO0 $21 110.0 1983 1179.0 521 1 O 481n 170.01 708 1170.0 624 170A 550 170.0 581 IND 992 1170.0 630 1 110.0 1133 170.0 661 110.0 1275 170.0 677 170.0 1411 170.0 660 1TOA 1700 1700 660 169.7 1978 1100 650 148.6 1979 170.0 NO j LU Sa.62S n !!OA 747 IIAO 56} 170.0 896 IN.O 631 110.0 1946 179.0 6O{ 170.0 1195 tN.O 723 170.0 1345 170-0 747 170.0 14U 170.0 766 170.0 1793 170.0 766 1525 1977 170.4 ?56 133.5 1877 170.0 766 7'L` 641. 170.0 1 191 170.0 512 170.0 956 170.0 691 170.0 1116 POD 154 110.0 1216 170.0 003 170.0 1434 170.0 931 170.0 1594 1104 8SO 156A 17691 170.0 061 134.1 1159 110.0 061 117.3 1759 170.0 B61 m O ),• 601. 110.01 885 1170.0 701 17&O 1063 f7O.0 797 1700 t240 170.0 870 110.0 1417 170.0 944 161.1 151t 170.0 996 145.0 1511 1700 1033 120.6 15t1 1 170.0 too 1016 16111 1706 1063 90.6 7511 VO.O 1063 7A (cO N 63 in 110.0 970 170.0 146 170.0 1716 1700 060 170.0 1307 110.0 NO 166.6 IND 110.0 LOIS 09.2 1370 110.0 1076 126.3 1310 164.0 1082 1D4A 1319 165.9 1012 06.5 1310 166.3 1070 70.3 1]70 ISS.2 1070 ~ W _j IL 661. 170.0 974 170.0 709 170.0 1169 170,0 903 165.6 1240 170.0 1002 1362 1246 158.6 1013 121.1 INS 147.1 1000 IOB.B 000 139.0 969 904 1240 00A 916 17.0 1248 129.0 976 68.1 1218 f29.D 976 � (n72 1. 167.8 1049 170.0 818 1399 1049 156.2 892 two 1049 t32.t its 104.1 1069 119.11 860 932 1048 1091 848 83.9 1049 7023 530 694 1049 06.3 825 544 1049 951 820 62.4 1041 91.1 829 Z Z $ g 76 in 1/1,7 941 149.1 57! 119.4 911 104.0 BDS 101.9 961 111.2 191 89.2 BN 100.0 577 79.3 941 91.7 766 71.4 Sit 86.5 751 59.6 941 77.6 744 61.0 941 74.0 737 44.6 941 73.3 736 Z) z 78 in 02.0 896 137.6 783 1104 894 116.9 767 944 841 102.0 163 02.6 885 91.9 740 /3.3 094 81.1 770 66.0 896 78.3 721 65.0 604 10.7 107 17.1 041 61.0 701 41.7 094 "A 690 901. 65.9 671 80.1 596 71.6 611 74.0 585 61A 611 66.3 STS 517 671 58.7 $66 47,7 671 62.9 668 43.0 671 484 SSI 35.8 67t 411 639 30.7 671 39.7 631 26.9 611 37.9 626 Z m Q 03 6 96In 70.0 590 72.9 627 69.0 590 61.4 510 60.6 69D 514 $09 44.3 $90 47.6 602 32.3 590 43.0 494 354 590 39.0 488 19.5 590 34.7 411 04.3 690 31.6 459 22.1 510 29.8 164 )Q X z O 1081n 49.7 166 509 421 41.4 466 428 414 3S,6 12.62 %3 406 31.1 466 32.9 402 27.5 466 24.7 396 14.9 466 27.1 391 20.1 466 23.fi 382 i7.e 468 21.2 375 15.5 466 59.6 I70 to N 1111n IS.O 470 46.7 Igo 30.2 141 39.3 393 37.7 387 286 441 30.2 382 26.4 dot 272 376 rl.9 470 21.4 ]71 18.1 441 21.6 781 164 701 19.J 356 11.3 701 11.0 351 ((!!'n!� i*? 14 In 383 378 36.9 U4 30.1 370 31.0 339 253 334 22.1 310 23.7 929 20.1 375 21.3 326 18.1 ]7B 19.5 ]71 15.1 374 163 314 2' X Utin ISA 262 21 2 242 175 262 11.1 239 ISA 236 U N Q z In TABLE 108 - AnANCHOR CAPACITY AD:USTMENT FORMULA: chorCapaclty Table{tbs) 'Al Su43lmtt 2.7k Carrels ask Corc. kion+cmu FMWCMU PTWOW Meld ANCHOR CAP.,,,,,,, {DP,,,)X t �=ANCHOR CAP.,,, N1PEIro WssEko NIPEko tl4'ssElco atD5lerd rN2sICG 012 Steel MULLIONCAP.,d,,,,, AncborCttp Panama Anchor type Will EIII m usmon 174'•Eko04won 61Etc 8tc Elco tuta.n ora•EkaU6racOn Aggcaffiar UA(Koi AIaRGdu SCMW(W)5(reY(GS) SCIM(GS) USE THIS FORMULA TO OBTAIN THE`ANCHOR Eago nslarce n) r 2-114, r I 2-u4, 3.1/0' r aur r 2-vr r ]-Ire• r 0.40• ase 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN E ibe4neni n Iar4• 1-yr 1.374' tart r 1-v4' I-1/4, 1.414• 1-114, 1.114, I-VC r 1-w t wr vdies ACTUAL PRESSURE REQUIREMENT FOR THE 2Antt.M04.7P Mtn O.C.r standam or OOtet CUP(Fl61) 390904 390 is M.IAWA Wo 16U lbs 270 IDS 280 Im 351 IDS 7401cd 31443 66443 0468° 341 IDS 4421m Gram OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Atraa5Ql.tS•Mla o.arstuxmm{64,aeegcnp{tag zl 400 IDs 743 as NTA NIA 380 no NTA wA NIA WA WA 6821bs 66590 1120Ro CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arrlurs®?Min:O.C./M215 Angle C6p4/(F7g 31 7434* 700 as Imsm 51043 58043 NIA 760X0 748 me Irwin, 1892 43243 ea9lbs 1120 MS MULLION.IT WILL YIELD A MINIMUM ANCHOR S Arctsrs Q 0.51'MUL O.C.f UCI •into.100'ftm. 4R 4): NA WA NIA NIA WA NIA NTA NIA WA N1 NTA WA 050 ft. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arrtn7l FCup(Rg d? 145Ibe im m 822143 138lbs 140 Its 177IDt 37011)5 107 m 9321bt 479143 1109ri 277 IDY 2110ls ADDITIONAL.ANCHOR OPTIONS FROM THE 2Altcfot5 1.iPMtBO.ClFCY p6) 740 m s'�&S WA NtA teD is NTA WR WA WA WA 341045 412105 660 WM ANCHOR CAPACITY TABLE. pROct tcT REVISED m complying Wtth Tho 1`10VI(I s FIGURE I: FIGURE2: Acoeptmco�NO 'bR.18.63 TABLE NOTES: 1.250' Ex imtion DDlc 1Q()?) 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS" Mi Dad°�roduet tltillllll , 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS ISALLOWABLE. 1, FIGURE 3: ,�• 1Q' ..... •• ,•.<<� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE ;•'ytc C•NS� / ANGLE 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. Fln.51;105 IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 8: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G r TI. i, 90.WOOD SHALL0'• �j 7(j BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE .624" ��•, . • 6063-T6 AND BEA MINIMUM OF.100*THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .c��•,•r(O7,, F.,.• .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL �r�`,St," •••••• `.; , « ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X 3.25•X.624' #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A LYNNIMILL�R,P.E, FL P.E.#58705 TABLE 11A Mullion Capacity Table Laurel �3 q Opening IMdth(Iory itically-sparWng mdliofd)orOpsning Height(iorhbdzonlo*spanning mdli s) ## so in 60 in 70 in BO in 94 in 100 in 120 in IID in 160 in yf ffi� 1760394 RactangWar TropMiang. RafangWar Tnp/rdarg. RedmpWn Tmpgdon9. RW pular Tiapgdmt. RaclangWai Trap87dang. Radan9Wu TnpRdarp. Redugubr Tnprldong. Racnenp,dar Tnprrdan9. Recill r Tmplydng. cs Loafing Lmdng L.= Loadng LoaOOg Lnadng Landing Loodn9 Loafing Lnoding Loring L.Wig Loading Laadng Loading Loadirg Laadn9 Loading PYA X. .624 6 Alum.Tube .5 E!. L amu„ .�• E .t'� .� .rG: .e .�-. '� E 'E '8 3 '6.. 'H �.. 'E 'B: � .5--- �.-- '� '�.. '� ^ '� E •E .. ', '9 4' Mullion a� N u v u ue u ue u u ia9 ug ua u � u' u � � a a 0 1 4. f� �a 3 �a �€ s"la ��. fa ��. fa 3 as fe9 as � �a o 42in110.0 620 170.0 435 170.0 744 110.0 478 170.0 668 170.0 606 170.0 592 110.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1489 110.0 571 17DA 1775 170.0 521 170.0 1993 110.0 621 (!) 48 In 110.0 708 110.0 524 IND 650 110.0 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1215 170.0 677 170.0 1411 170.0 560 170.0 1700 170.0 6110 1700 1983 170.0 680 170.0 2267 110.0 680 _ 506251. 170.0 74/ 1700 563 IToo 896 170.0 631 110.0 1046 170.0 684 170.0 1195 110.0 723 170.0 1346 170.0 747 170.0 1494 170.0 IN 110A 1193 110.0 766 170.0 2092 170.0 766 110.0 7391 170.0 756 641n 170.0 797 170.0 512 170.0 956 170.0 691 170.0 1116 170.0 161 170.0 1276 170.0 803 170.0 1434 170.D oil 170.0 15U 170.0 956 170.0 1913 110.0 661 110.0 2231 1700 551 160.2 2403 170.0 061 W l]] 601n 170.0 805 170.0 701 170.0 1067 170.0 797 110.0 1240 170.0 876 170.0 1111 170.0 804 170.D 1594 110.0 996 IWO 1771 110.0 1033 170.0 2126 VD.0 1063 140.3 2163 170.0 1063 129.0 7163 110.0 1063 63 in 170.0 930 170.0 746 110.0 1116 170.0 860 110.0 1]02 170.0 940 110.0 1488 170.0 1015 170.0 1513 170.0 1076 170.0 1859 170.0 1122 166.9 2060 170.0 1169 134 5 2060 170.0 1171 117.1 20M 170.0 1171 W CL c 661n 170.0 974 170.0 789 170.8 1169 170.0 903 170.0 1304 170.0 1002 170.0 1558 ITO.0 1086 170.0 1753 170.0 1155 170.0 1946 170.0 1210 1430 1966 170.0 1276 122.6 1966 110.0 1266 107.1 1966 170.0 1286 = U)'i m 121n 170.0 1063 170.0 618 1700 1275 110.0 1009 170.0 1499 170.0 1126 170.0 1100 170.0 1228 154.1 1734 170.0 1315 138.7 1734 168.0 1306 116.5 1734 156.9 1364 59.1 1734 MA 1352 85.7 1731 150.I 1352 � � 761n 170.0 1122 170.0 937 170.0 1316 11D.0 1060 165.5 1556 110.0 1209 141A 15% 165.2 1255 13 L1 1556 1516 1266 117.9 1656 141.3 1251 993 1656 129.3 1229 041 1556 t22.3 1211 73.7 1656 121.2 1716 � �� ' �W s z i 7611. I70.D 11fi1 170.0 961 170.0 138102 .. 155.8 0477 169.7 1216 136A 1177 152.0 1221 121.2 1177 139.1 1706 109.1 1477 129.6 1191 90.9 1177 116.9 1169 77.9 1171 110.8 1150 68.2 1171 109.3 1104 � 90 in 112.0 1110 116.5 986 118./ 1110101.6 1110 107.9 951 88.8 1110 98.3 936 78.9 1110 67.5 927 71.0 1110 00,1 910 592 1110 71.7 091 60.7 1110 65.6 810 11.1 1110 82.7 610 (NO QN117.0 976 120.7 872 97.6 975W.6 975 08.3 042 17.7 976 78.6 629 66.0 976 11.1 817 6116 916 65.1 047 48.6 916 57.1 789 11.8 976 62.3 716 ]66 976 I9.] 767 X Z �108 in 82.2 771 04.0769.7 771 51.3 674 61.4 771 64.3 604 457 111 49.0 666 41.1 771 44.9 647 34.3 71183! .1621 7b.7 711 M.d 6121111. 75.7 730 77.3 661 53.1 13064.1 730 56.3 640 113 130 49.9 631 42.1 no 45.0 622 37.9 730 41.1 614 31.6 770 35.6 600 I/.0 730 ]l.9 609 21.1 770 29.6 681 LU in C7201n 59.9 fit/ 61.0 569 19.9 62411.8 671 11.7 652 77.5 674 39.2 604 ]].3 624 35.3 677 ]0.0 621 32.2 671 25.0 624 77.7 619 21A fiH 21.6 509 18.7 621 22.6 501 X U) 14411. 04.1 137 J5.1 400 28.9 173 29.1 3% 14.8 437 26.1 390 21.7 177 22.1 385 19.7 433 20.0 381 17.7 133 181 376 (..) N Q 0 TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCapaclty Table([be) € mW, ANCHOR CAP.,,,, , Su.121e 2.7K Core Me 3604 Cu1c. Hd1ow CM FlBeO CMU PTWOoa 1401.1 (DP,)X( )=ANCHOR CAP...,919'Elco 1/1.85 UlVa3•t6' ECa SIE ECO 1Id'39 Elco 610 51ed W2810d W2 BIce1 MULLION AnchorCllp Pat.me AAc1lar Type. 3'I6• =unnco `11COe EkOt.111MR con Elco U6ucul v4•ErouOmcm AgveGdor Ullimal Aggns7dor Sc-(r9])Sam(O5) Sam(65)_ USE THIS FORMULA TO OBTAIN THE'ANCHOR E Mime n) r 2-11? 1• 2-VZ 3-V8' r 2-vz 1• 2-1/r r 3-vr r 0.49• O.s4• o.37A' CAPACITY REQUIRED'CORRESPONDING TO AN Embednml n) 144• 144• 1574• 1 144• 21 1-114• I-ve I-1/4• 1-v4• 1-v41 i-174• r tare• 148• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 A.M.®l7e'Min O.C.I Standard uOOset Cop 0%ty 390 lot 39098 430 IDs m0 M 1671 IDs 270IDs 280 to 354 lbs 7401. 374 ms 664 IDS 946®, 341 IDs 442 to 5601. OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMhan®I.is,Mn O.C.1 Stalmm lu 018et)CLp(Ng 27 480 IDs 70069a WA NTA 380106 NIA WA NIA WA WA 682 M3 am 1. 11209u CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Are.n®3•MOI O.C.1(4Ab Angle CIM 1093) laD os 700 I. IBM IDs 540 IDS 66098 NIA 7601. 748 Its BOD I. 19921. 6112 Its BBs rob 11281. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arctws®0.54'Mon.O.C.I UCop,Inta AW Akin Tip/) NIA WA NIA N/A WA NIA WA NTA WA WA NIA WA 1267 Its CAPACITY WHICH MAY BE USED TO QUALIFY I Amn"i FC6p Pa 5) 195IDs las lbs 822 I. 13slbs 1401. 177 bs 3701. 187 bs 3R La 473 ua 170 gH 221 nn 280 on ADDITIONAL ANCHOR OPTIONS FROM THE 2 AMhoM 1.19'Mln O.WFC 240 W 350 b N/A NLA I80IOa NTA WA NIA WA WA 311 IDs 442 Ds 6601. ANCHOR CAPACITY TABLE. PItODUCT RlivISBD as complying with th6 Flor1d's 1.260' Building uilAcceino C da«00268.0'3 FIGURE I: FIGURE 2: TABLE NOTES: fixpi/oljon Dat. 90,Z) • • • • 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. Mi Dado 6roduct .1Ii 11111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: �(j: •,.,..,,,•<<` it GLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' �'��'�.• �1%EN SE CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - F* BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND re GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL �•),••�/ N Or 1] FIGURE 4: FIGURE 5: FIGURE 6: 2, �. It,BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ti(A'E O \ 6083•T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -L •C` /�C c3111up;.•'•C": .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL -.�S- ••••" ��'�� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. IN- �"N 1110 g#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3.04'X.624* A.LYNN'MILR,P.E. MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Tabl4(ibelle) Opening W)dlh(for wrtically-spanrirg mUilons)or Opening Haight(for 7orizoMe9y-spara g mWions) 1,15 50 in 606 7014 606 gala 1006 1201. 1406 tee In Gf Rulanqular Pwrdrg. RmtervAt Trnprrdeng. Raclnnaulnr Trepltdm g. Radaneular TmpWdana, Rulpdu TreplTdg. Radwwwsr Tmxrnane- Rules ler P2%4X.26 Loafing L.,Ag L.dng todkiq fawnp 1--dag LanMg LoadnO L-&V Lead Load Pr Mal.9 Re and ul0r hepRdng RL a.0m T L-dnn9mi np t.ednp Lond.p Landnfl Landngtmdoq Li6ng tnadafl aM�, °e r hl I I I I I TH111 I IMB U) 421n {70.0 620 170.0 435 170,0 744 170.0 470 170.0 660 170.0 606 170.0 9Y1 170.9 610 170.0 1110 170.0 321 170.0 1240 170.0 621 170.0 RBB 170.9 021 170.0 1735 170,0 621 170.0 1883 170.0 621 O {. 486 170.0 708 170.0 524 170.0 050 170.0 661 170.0 992 170.0 630 170.0 1133 1704 der 170.0 1275 110.0 071 t70.0 1417 170.0 600 170.0 1700 1709 460 1110.0 1603 170.0 880 I im-10 2257 1709 680W J UI 50.6251. 170.0 747 1709 663 170.0 696 170.0 631 1170.0 1046 1170.0 661 170.0 1103 170.0 723 170,0 1345 170.0 747 170.0 1481 1 170.0 756 170.0 1703 170.0 766 170A 2042 170.0 764 1700 2301 170.0 758 � x m 0) 54 In 1709 707 1T0A 612 570.0 958 170.0 601 170.0 1116 170.0 754 170.0 1275 170.0 903 170A 1434 170.0 837 170.0 1694 1700 806 170.0 1013 170A 881 170.0 2231 170.0 661 170.0 MW 1709 001 W 601n 170.0 867 170.0 701 170,0 1003 170.0 707 170.0 1240 t70.0 87a 170,0 MIT 170.0 944 170.0 1064 170.0 096 510.0 t77t 170.0 5033 170.0 2125 170.0 108) 170.0 2479 170.0 1063 iW6 2860 174.0 1063 ro N (10 83 In 170.0 030 110.0 745 170.0 1116 170.0 850 170.0 1302 170.0 010 170.0 1466 170,0 1015 1704 1073 170.0 101a 170.0 1850 170.0 1171 170.0 2231 170.0 1169 160,7 2663 170.0 1171 1469 2653 170.0 1171 F- 66 In 170.0 074 t70.0 789 170.0 1168 170.0 K3 170.0 1365 170.0 1002 170.0Me 570.9 {098 t709 1763 170.0 {t55 170.0 1048 f70.0 1210 170.0 2336 1700 1275 151.8 2437 170.0 1200 t32.9 2477 1700 1288 7 m 726 170.0 1063 IMO 678 170.0 1275 170.0 1009 170.0 1480. 170.0 1t28 170.0 1700 IM 1226 170.0 1013 110.0 1316 170-0 2126 170.0 1387 1469 2164 170.0 1486 124.6 2084 170.0 1520 1002 2184 170.0 1530 706 170.0 1122 170.0 037 MA 1346 170.0 1000 170.0 1510 110.0 1209 170.0 1764 1700 1322 105.1 1900 170.0 1421 148.8 1960 170.0 1605 123.0 1960 161.6 1618 106.1 1060 114,0 1535 029 1060 1627 1531 5 W� L$Gt PLL}l 761. 170.0 i16t 170.0 087 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170,0 1309 062.7 1641 170.0 1474 137.4 Will 163.1 1600 114.6 1881 147.3 0473 00.2 1881 130.0 1469 85.0 1681 137.8 1481 901n 170.0 13M 170.0 1144 140.1 1308 158.0 1210 1274 1368 IMA 1106 MA 1399 121A 1179 09A 1390 1102 {162 60b 1398 101.6 1147 74.6 1398 894 1122 034 1396 827 1105 559 1366 709 1096 F- -jj O 08 6 117.0 1229 161.6 1086 122,11 1229 171.0 I%B 1053 1220 111.2 1061 02 1710 09.6 104{ 610 1220 69.8 1020 73.7 1220 824 1018 81.4 1220 72.2 gg3 62.7 4229 85.4 977 18.1 1220 62.1 007 Z 1066 141.5 971 105.8 OTT 86.5 975 69.4 662 74.0 971 77.2 e4D 64.7 071 66.1 637 bTb 871 Bt.D 625 61.5 971 68.5 6td 13.1 071 46.0 798 37.0 071 44.0 782 324 871 40.6 775 to N � 111 h 95.4 OIB 97.3 8]2 70.5 948 819 Of0 681 010 700 538 69 gig 820 753 63.0 919 34.7 784 41.7 019 51.8 774 10.7 910 MA 750 34.1 619 401 742 206 gig 31.1 732 W ' 1206 75.5 700. 780 716 02.4 766 64.5 705 63.0 186 50.8 890 17.2 186 40.4 686 41.0 786 HA 877 31.7 788 40.5 b60 31.5 766 K,A 803 27.0 706 31.0 841 239 766 25A 031 x 1441. 43.7 me 44.2 504 38.4 bei 379 496 31.2 618 37.8 447 27.3 640 28.2 460 24.3 618 26.3 410 21,0. 544 22.8 474 182 648 te,b M4 we SIB 17.2 ;76 13.7 658 16.5 iib � tV 4 a Q TABLE128z CAPACITY ADJUSTMENT FORMULA- An ORMULA: Z m AncharC6 act Tablejibe). O 51"traie 27kCoicree s6kCmt. "been OAU FlkdCMU PrWOW Meal (Dl,,,)X(ANCHORCAP.,„„y.\_ANCHOR CAP.,," �g� Ste Eleo v4`ss Eta fine Ekb 114'631:110 4106104 812Sleel 01223110. MULLION CAP.,",,,, Anchor Clip Pateril0 Ancba Typo ate Elco Winton yr Eko unr4cp4 Ueruon &10.Elco Uumcm 114•Ekoudracon AQWWalar unman Aggramor strew(06)screw(CS) screw{Gs) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eden UslmeO.) Y 2-IIr 1` 2-117 3-118` r 2.112 i` Mir r 3-Inr r a.43` O.Sr 0.32- CAPACITY REQUIRED`CORRESPONDING TO AN EmbVnen1 n 1,W4" tare ta/4• 10.4• 2• 1.114• 1AI4• 1.114- 1-vr 1.114- 1414• 7 lace• 1a'e vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AM1ars494.1YIDn0.C.1WnWxd0rOt6et C9p(Fla t82y 300 Me 390ms 4WvIs am its tau iM 270ibs 270Ie 354 Ibs 740{Os 374 las i;m is 94896 341146 41292 664 ibe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMW3®2(H•Min O.C.I SIMO d(m Oftel)Cup(R9.3) 74D Ins 740 m 630 los 1405 k0. 1424 W NIA 660 mn NIA n451e N/A Be)loo WA 6821. 005 me 112011. CAPACITY(FROM THE TABLE)OF THE SELECTED 6ArcbMot.71`M61O.Clstaimd(or Orset) OQ4ii ffi56s 050. 7W)bs 1946 fba NIA WA 70550 NIA 799 nn NIA WA WA 102210. 1327its 16676¢ MULLION,IT WILL YIELD A MINIMUM ANCHOR 4AmhDm 4D T Mln.O.C.I 2r5Ar#e cups/(Flu q 7801b3 7 680.1bs 1660 Rs 1896 @s 0915 ISM 08 WA XOIbs 748 lbs 890 ks 18021bs 652 lbs 6659. 1120 60. CAPACITY WHICH MAY BE USED TO QUALIFY 6Aremmflr3•Min.O.C.I(r)2.5Anile COO IIla6y 1170 fee finite 1020m 2W We 28001s a afows NlA it4aac 1 1122 Ms I tuOlos 2s36ks 1 tcazu. 32V t' lseg7z ADOtTtONALANCHOR OPTIONS FROM THE 3AMh=@1.34•MbIO.C,IUCIIp•Nto.12s'AAIm.{llgir NIA WA NA WA N'A N/A WA NIA WA N4A WA WA N)A WA 073 ANCHOR CAPACITY TABLE. 6Artboe 00.66•Mhi O.C.l UZAA lato.127 A7ran,(FIg N!A WA WA WA WA N7A WA NtA WA NIA WA t{lA NIA WA 21 ®a PRODUCT REVISED 2 ArKaam®264'MI0.O.CJ FCtp(Fill6Y 370.101 3711 IOv J15 an 7150. 71210. N1A 260 536 N/q KB le tUA 4401e WA 341 lbs 442 0.e 65010. i cemplyint{with dal Fluri& 3AmIws01.71`MkL0.C1F-ap{ .toy 44306 0239s 374 ms 013153 NIA WA 1 353 We I NIA I 39910. IWA I WA I WA I Silibt I WA- 1 840 Ra Building Coda troro2T$,a NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. AccI ptAUm No '.'S CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. �P'gl�al},'.'�i�n eeff,,ee,,,,��) FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: BS 7 ' r s • • t • • • TABLE NOTES: -2.000' Mimn Dnd;o ductf/ • • \\\i11I1)/111 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. ti�� v\nta(�tNSFAlfllFp'"i FIGURE 5: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. {•' ,•"1 ♦ • • •• 4.000° DIMENSIONS,3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT IJu 51;705 • • • • � IL____._._..J E FIELD FO OWS WING DIMENSIONAL RESTRICTIIONS SH N O HEETS2.3SP .FIGURE HOW SUGGESTED,A ROXIMATE HODIN .260`LE LOCATIONS. FIGURE 7: FIGURE 8: FIGURE 0: FIGURE 10: 'f(},,'• y}-J�t nl' ...�-a.: ANGCE CLIP 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED CONCRETE BOCK UNIT '•.,F20RiD�:''� 4' • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, %I:`SI '•.....• `.. .. MUST BE USED ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125`THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 ANO.046-THICK(18 r X 4'X,25*MULLION �l j 5/` (�i�1�,-G�><' IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST-125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A. AU &R t\,,,\R,P.E. • •s ♦ • THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S,OR 410 S.S. FL P.E.#58705 TABLE 13A Mullion C9 ao Table Ibs7R' � ~ Oponing Width(for t9lfica*sperrirg mJOors)or Opening Haight(for horizonda*sperrirg mullions) 501n 60 In 701n 80 In 90In 100 N 120 In 1 1401n 160 in ( ReclengWer TiopfWag. Roclangdw Tnpfidmg. Recleng w Talrrdong. Raclen9rlar TnplTdang. Roctangul•r TepIT1leng. P-1 ngulsr TapRderg. Ralangulm TrapIT9mg. Roclangodd. Tie4rTdang. Rectangular 'heplTdeno. If��y6� O 2118%.25 Loading Loading Loadfin ng Loafing Loadfg Loadng Loading Loadng Loading Lowing Lowing Loading LoaMg Loedng Loading Laednd Loodng Lowing nSr Alum.Tuba rp@._ r^ _ •L1)¢• _ pD[L_ _ A$a. •c$ _ y@•._ Mullion 0� � 3 �' O�" �" ` 0� 17 � •� 0� �" O�' ` c7 �' c7` � �' N 42 in 170.0 620 170.0 175 170.0 744 170.0 478 170.0 588 170.0 506 170A 092 170.0 610 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1736 170.1) 521 170.0 1981 170.0 521 46 N 170.0 708 170.0 57A 170.0 650 170.0 584 170.0 992 170.0 030 170.0 1133 170.0 861 170.0 1275 170.0 577 170.0 1417 110.0 6110 170.0 1700 170.0 680 170.0 1933 170.0 650 170.0 2267 170.0 680 _J _ 50.625 In 170.0 747 170.0 583 170.0 800 170.0 001 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1315 170.0 747 170.0 1494 170.0 750 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 " N 54 h 170.0 797 170.0 812 170.0 956 170.0 891 170.0 1110 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1013 170.0 651 170.0 2231 170.0 681 170.0 2550 170.0 661 m CD a 601n 170.0 885 170.0 701 170.0 1063 170.0 701 170.0 1240 170.0 076 170.0 1417 170.0 914 170.0 1594 170.0 990 170,0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1053 t70.0 2633 170.0 1063 J 63 h 170.0 030 170.0 745 170.0 1115 170.0 550 170,0 1302 170.0 940 170.0 1455 170.0 1016 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1180 170.0 2803 170.0 1171 170.0 2975 170.0 1171 681n 170.0 974 170.0 789 170.0 1169 170.0 803 170.0 1354 170.0 1002 170.0 1658 170.0 1066 170.0 1763 170.0 1155 110.0 1916 170.0 1210 170.0 2336 417 170.0 2727 170.0 1266 170.0 3117 170.0 1286 S721n 170.0 1003 170A 676 170.0 1275 170.0 1009 170.0 1466 170.0 1126 170.0 1700 170.0 1226 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 8 170.0 2075 170.0 1fin 170.0 3400 170.0 1530 L) 3 LU LIJ 7a in 170.0 1122 170.0 237 170.0 1346 170.0 1050 170.0 1570 170.0 1209 170.0 1704 170.0 1322 170.0 2010 170.0 1421 170.0 2243 170.0 1505 170.0 2892 9 170.0 3140 170.0 1094 170.0 SM 170.0 1705 � rcZ i 761n 170.0 1151 170.0 067 170.0 1381 170.0 1110 170.0 1611 170.0 1200 170.0 1642 170.0 1389 1704 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 3723 170.0 1777 170.0 3M 170.0 1708 Q J _ V 90 In 170.0 1328 170.0 1144 170.0 1594 170.0 1320 170.0 1059 170.0 Halt 110.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2850 170.0 1916 170.0 3168 5 IWO 3113 170.0 2273 138.53113 170.0 2161 Z J796In 170.0 1417 170.0 1232 170.0 1700 170.0 1114 170.0 1963 170.0 1622 170.0 2287 170.0 1704 170.0 2550 170.0 1952 170.0 2533 170.0 2095 Iwo 3199 8 137.1 3190 106.5*12. 9 150.1 2425 F ..Z 0011000.0 1109 170.0 1913 170.0 1647 170.0 2231 170.0 1670 170.0 2560 170.0 2076 164.6 2751 170.0 2271 146.3 178f 161.9 2373 121.8 2151 1 105.9 2761 125.8 1 116.0 2190 N 1 III In 170.0 1838 170.0 1154 170.0 1986 170.0 1700 170.0 2297 170.0 1932 170.0 2021 170.0 2149 151.8 2812 162.3 2745 130.6 2632 146.4 2216 1U.8 2632 128.4 7188 9TA 2032 115.1 32 100.3 2090 wX120In In 170.0 1771 170.0 1566 170.0 2125 170.0 1558 154.4 7252 159.0 1991 135.1 2252 141.4 1954 120.1 2252 127.2 1838 100.1 2252 116-1 1916 90.1 2252 99.8 1672 TT2 1252 50.9 52 81.4 1606144 In 125.1 1681 125.6 1445 101.3 1561 100.1 1425 66.4 1561 91.6 1407 70.2 1564 80.7 1390 09.5 1581 72.3 1373 62.6 1584 55.7 1358 521 1584 W. 1330 41.7 1564 49.2 4 44.4 1263 Q N Z � O a mO sA TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: � � AnchorCa act Table Ibe ANCHORCAP.,,v,,,, N -3 6ub31mla: 2.7k Cele 3.5k Cane. HO-CMU FWed CMU PT Wood Molal (DP,)X( )=ANCHOR CAP.,,, 5116'Eko 114'6S Eko 5116'Elco 1/4'6S Eko 010 3tn1 •12 Sl.e1 012 610d MULLION CAP.,„,,,,, Anchor Type: 3/16'Ek UlUacon 111-Eko UWa.w 3116*Eko UIUacm 114'Eko UIUaKa Anchor Cllp PaltOme uuam AggroG•tor UNncm AgpreGala scrax(o5)somv(65) 6cnew(OS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dinence(n) 1' 2-frJ' 1' 2-W ave' 1• 2.17 1• 2•1tr 2' a-liar r 0.46' 0.54' 0.320 CAPACITY REQUIRED•CORRESPONDING TO AN Em0.Mnen1(k): tall' 1-314' 1-v4- 1.314• r faM' 1-174• 1.1M' 1-174' 1-114• 1.1/4' r late• lave' lad8• ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchor®4.76'Min.O.C.16MrldWd of Clbet Clip ffp.1821 3000s 390 We 4500 890M. 1544.. 2701bs 280100 354 P. 7401. 3741ba 6541. 946 ks 341 t. 442Ib1 SSD i. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors04.66'MIn.O.C.l SIarMM("Oldel)CUP(Fig.31 100 D. 780101 900100 17801ba 32021. 540106 5001. 7000. 148016• 7481. 1272Is 1692166 652 W1- 685 It- 1120Ibe CAPACITY(FROM THE TABLE)OF THE SELECTED I Anatan®1.71•Mh.O.C.!SLerdre(a OhaI)C9p ft.4y 1160100 1400100 10101. 25951. WA WA 9401. WA 10651bs WA WA WA 13631. 17701. 2401ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchor.Q 3'MIn O.C.1(.I.6 A:2 g1p61(Fq.5y 7801. 760 W1- 660w 1560 Me 169010• 540 W1- NoIbs NM 7001. 7461. 6801b3 1092 It. 802 h 6951. 1120100 CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anohon®3'LOn O.C.1 R)2,t5AtpM CAP./(Fig.8)' 1560 Ib. 15601. 13601. 31201. 3792 W1- 1080 We 1120 I. WA 15201. 1496 W1- 17601. 37611. 1363 d 1770 ma 22401. ADDITIONAL ANCHOR OPTIONS FROM THE 12 Archaa I.5'MIn.O.C/(2)2aSAI Glpe!(Fp.7): 1660 1b, 21001. 1410 W1- 37801. WA WA 1320 W6 WA 15001. WA WA WA 2543101- 26511. 33501. ANCHOR CAPACITY TABLE. PRUi)uC'I'RBVLSITD 4 Archon®1.11'Mn.O.C.111421p,N10.125'Alum.(FIg.8). WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1/301. 01-c-plyin{with 9w Fluial 6 Arotnr•®0.&'MIR O.C.11147ip,WIo.125°ANm.IFq.B): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2861 M I+-2.000'--4 Duildbag Code 2 Anchal®4.69'W.O.CJ F-05p(F1).1 n: 3W 38016• 450 n1- 600101- 18161be 2701. 2801. 354 Be 740 m 3741. 6381. 948 5. 341 We 4421. 5801bk Ac plonm tuo�0-0218.03 4 Anc1.n 1.71'Min.O.CJ F-CU (F1).117 590 We 70096 6051. 12981. WA WA 4701. WA 533 Iba WA NIA WA 6621. 6a61. 1120 Un 250, B imt(o Rde it NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: 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. `�� (1. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. i�\�(1 �%cI.11SC •SFr° �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS -� I•lu,69705 _ • • • • • ' • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ FIGURE 5: FIGURE 8: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1() (.✓- ANGLE ^•V.••'a-� 11Z&7J: • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED )) hi,l;OF ,I (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL BE PRESSURE-TREATED ';U.C•••••. I7 . 1pP,.•'. ' U ('i • • • • • • • • 5.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125° C5,• '••• ..••, MUST BE THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO •, �/ • • • • • • • • USED IN /i1 ONf',1.L.111� PAIS BE AT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2°X 6'X.25' A.L11NNI fr11LLCR,P.E. THREADS BEYOND THE MATERIAL.7710 87112 ANCHORS INTO WOOD MAY BE STEEL,18.5 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A w� Mullion Capacity Table IbsM1 3,�3 Opening Width(for 5er8celly-spanning mullions)or Opening Height(for tlodzontallysparsirlg mullions) C^& a 601n 601n 701n 801n 901n 1001n 1201n 1401n 160 in �']g O RKlarcula TrepTdarg. RKtargWar TreprManp, RKtangula TrapRdag. RadwgWar Tnpr7dary. RKmn9Wa Tr4p/Tdarg, Redan9War Trapr7Mna. RmtarVAar TrWTdan9. Reclanoul,, TreprTri.G. RKlagula Traprldan9. YR'c 1.2W'%2.11'• Loadlrg Laadrg Loadhg Loailrg Loww Loadlrg Loading Loading LoadYg Loadrg LOMtrg Loadrg L.adirg taadln9 Loadrg Loadr$aa L..dIM Loadrg PY u� x Tube Mull R ` � �' �• � �' S � gg• � 6 � 5 0p� 6 Nbb FLL �� ` � �� 421. W2340L 167.0 128 12%2 578 14ae 419 103.0 626 138.0 414 Cal 526 134.6 411 60.1 526 134.1 411 72.1 628 1341 411 80.1 628 134.1 411 51.5 626 134.1 411 45.1 526 1311 411 48h 10&0 333 80.5 403 94.7 325 Bao 4W 88.4 320 60.4 403 81.4 317 63.7 403 78.1 316 4&3 403 7&6 314 40.3 403 76.6 314 34.6 403 78.6 314 30.2 403 76.6 314 J = a 60.035 In 81.0 301 6&B 362 70.3 204 5&8 7R 71.9 269 61.6 382 87.2 786 41V W2 64.6 2114 41.2 361 83.5 283 34.3 357 63.6 1B3 29.4 352 63.5 283 2&7 382 67.6 283 -7 a 6441 74.1 167 66.6 318 64.2 261 4&5 318 67.7 159 429 318 535 253 37.7 316 50.9 250 339 316 49.5 249 2&3 Me 49.1 240 74.2 318 4&1 248 21.2 316 49.1 248 m O O 601n 63.1 210 41.2 269 46.7 214 353r234 40.7 210 30.9 25a 37.2 207 27.5 258 34.9 784 24.7 259 WA 203 20.6 256 322 101 17.7 258 322 201 16.5 16B 32.7 101 0319 4110 200 35.8 234 30.1 185 30.6 34.7 102 26.7 234 31.e 189237 134 29.4 166 21.4 234 2&0 184 17.9 731 78.6 183 15.3 234 26.6 183 13.4 734 20.5 tOJ LU �56 in 39.4 10331.0 273 337 1792115 29.8 178 23.7 213 27.0 173 70.8 213 25.1 170 16.8 213 23.7 169 16.6 217 71.1 181 13.3 713 720 186 11.8 213 ?2.0 160 Z (n 72N 30.1 166 239 179 25.8 162 10.4 225 149 17.8 179 20.3 147 159 179 10.7 N676In 24.3 1e1 26.4 140 20.3 181 218 137 17.4 19.0 135 167 1B1 17.0 t3376 in 6 162 23.6133 18.0 162 19.11 531 1&1 17.5 126 Q U) ~ r Q 61 p TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: X Z o�0 Anchor Cepeel Teble Obs) (DP-) /ANCHOR CAP.,,o,,,,,,� ANCHOR CAP.- co 6121e 2.7k Calcrele 3.5k Cott. Fi.Ow CMU FIRM CMU PT Wood Mdb ( )X`MULLION CAP.,,o,,,•„ 6/16•Etc 1M'SS Eko 6/tfi'Eko UI'SS Eko We Suri 012 Simi 01281ml LU nj _ AnchorCllp PeN6m• r Typ. 3rte•Eko unrsm v4•Etcou6re:tn 3716•Ek.Ubacm 1N•Eko Ullracm tnbam a oxor screwm scrw s strew 5 USE THIS FORMULA TO OBTAIN THE'ANCHOR X Y Y U11-an A99 W ( ) L0.I (4 1 ::EZd-jeDIs1amc04 1• 2-12 r atrr ave• 1• 2-1rC t• avrzsva7 0.411 9w 0.324• CAPACITY REQUIRED'CORRESPONDING TO ANatl(In3 1114• MIr 1-31e MIM z t-v4• 1-v4• 1.1r4• 1-v4• t-ur 1-v4z 1116• tytr rale ACTUAL PRESSURE REQUIREMENT FOR THE U N 4AmWa03•Mm0.C.7aI215Ar0e r 1 750116 1 7eolbs 16BOtba1 1560105 I te961m I 5m_ I 76016s I wA 1T60ma 716 m+ eaow te92ms 6B2Ws 6e5cs 143099 OPENING,WHEN IT IS LOWER THAN THE MULLIONQ0.0*' Z0 N CAPACITY(FROM THE TABLE)OF THE SELECTED gg ym O,p MULLION.IT WILL YIELD AMINIMUM ANCHOR _�@ 0 � CAPACITY WHICH MAY BE USED TO QUALIFY Etff 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. r•Hr;43ucT RBVISBD r1 288,-� SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. T us complying wi{h YW FlOti� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 1 BuiIftil Cod. teptwoo m kpw11On FIGURE 1: Ac ��4DZ�•03 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. E2nZ) 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M' Dela ANGLE CLIP MUST BE USED IN PAIRS. 125, "1 I I I I I I I 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �• 1\1-,( CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' 1 -� \�;,.•'�,10EfJS •• 'P i THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL.STEEL TO BEAT 1.29'X 2.11'X.126'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =•rl: No.58705 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. (•7• I.LI F`.'• SV.Tc OF A.Ly L6,P.E. FL P.E.#58705 TABLE 15A $^ p Mullion Capnotty Table(Ibee) '+61H n Opening Width(for verticaily-sparring m+,0ions)or Opening Haight(for horiwnlalty-sparrirg m+dions) r!-c! mi. 601n TO In 001. 901n 1001n 120 N 1406, 160ln li O Rmtmgder Tmp' .q. RwlwuWar TapRllMg. R"ImgNv TiapM o9. Redwader lrep/.an9. R.1.0er Tr-13mlang. Reclangdar Tmp/Tdan9. Rectangular TI*Mang. RectwgdOr Tlap/Tdmli. Rmtmgl. T KIii.ng. 4 336"30 Lowing LoafiLow ng ing Loadng L"AV Icadn9 Loadng Loadno L_&V Loadng Loadln9 Loedln9 Loafing lowing 1-ling Laadng Loadn9 I Loadng �Y DAY MULL11 1 E 8 g� a � � � �� Ila 11 11 N LL 9 5 6 5 6 6 5p 6 � 6 6 5 6 @ 6 U) B� m $SII ; 1.11111 $1 X111 1 1� I11111 ! 1 1 , II'I o �r N 421n 170.0 620 170.0 135 170.0 7N 170.0 178 170.0 668 170.0 600 170.0 1192 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 Me 170.0 521 170.0 1735 170.0 621 140.1 1740 170.0 521 - W 40 In 170.0 708 170.0 624 170.0 BSO 170.0 604 170.0 092 170.0 We 170.0 1133 170.0 fief 170.0 1275 170.0 677 170.0 1417 170.0 850 1522 1522 170.0 on 130.5 1522 170.0 660 114.2 1622 170.0 060 n w A U) 50.8261n 170.0 747 170.0 587 170.0 8004 170.0 811 170.0 1018 170.0 891 170.0 1105 170.0 727 170.0 1745 170.0 747 104.x 1M7 170.0 766 138.9 1{u 1}0.0 750 117.7 1N7 170.0 766 102.9 1{17 170.0 766 W o O 641n 170.0 797 170.0 612 170.0 956 170.0 091 170.0 1116 170.0 761 170.0 1276 170.0 8W 160.4 1353 170.0 837 144.3 1757 170.0 056 120.3 1353 170.0 MI 10.1.1 1753 170.0 561 902 1751 170.0 861 m M 601n 170,0 585 170.0 701 170.0 1001 170.0 797 167.0 1219 170.0 070 148.1 1218 170.0 944 129.9 1218 159.8 078 118.0 1218 1511 924 97.4 1219 146.1 917 83.5 1215 149.1 913 77.1 1215 14x.1 917 U JJ 631n 170.0 WO 170A 745 170.0 1116 170.0 8511 1502 1150 188.9 013 131.4 1160 161.0 914 116.9 1160 141.9 a98 105.1 1160 134.2 863 87.6 1150 126.1 671 75.1 1150 120.2 870 65.7 1160 126.2 570 LL � W � 681n 170.0 W4 170.0 7eB 162.4 1046 155.6 Set 130.6 1048 146.8 864 114.3 1048 133.1 560 101.8 1048 123.4 579 01.4 1048 1168 830 78.2 1049 109.4 521 68.3 1016 100.2 818 57.1 1046 100.2 510 Z _j 72H 1LU 40.0 890 147.9 704 117.0 000 128.0 748 100.0 050 110.8 731 89.0 660 100.0 722 78.2 800 82.0 712 70.4 680 ee.x 701 65.7 880 7B.Z 697 60.1 690 76.6 608 44.0 960 78A 688 7 70 In 119.7 790 125.1 690 e9.a ?so 108.4 676 95.5 790 93.3 663 T4.5 700 83.8 652 666 790 76A 017 59.8 760 71.7 635 48.0 790 55.1 621 42.8 790 62.1 810 37.4 700 01.5 817 Q E 78 In 110.8 750 115.6 677 D2.] 760 09.1 8M 79.1 750 83.9 632 69.2 750 77.1 621 01.6 760 70.6 512 65.4 780 86.7 605 402 7W 58.4 681 78.0 750 682 655 34.6 760 65.6 688 901n 72.1 887 74.4 600 50.1 liOJ eZ.D 191 61.6 603 64.5 453W145.9 475 40.1 603 44.4 466 36.1 561 10.9 402 70.0 567 36.2 452 26.11 557 37.3 445 225 561 31.8 NZIn Z � OF W" OgBB N 59.1 493 01.1 113 19.5 495 61.5 438 4x•1 493 44.8 1279 421 7].0 195 35.1 413 29.7 495 33.2 109 24.5 185 ?9.f 100 21.2 {95 26.6 304 15.6 405 26.0 780 t-- 41.7 391 42.6 357 34.0 391 35.9 348 20.8 791 31.1 3426 337 2]2 791 24.9 117 x0A 301 22.8 328 17A 791 19.7 721 11.8 391 17.0 316 w ED 111 b 36.4 370 302 735 72.0 370 37.0 370 27.5 370 286 Y53 320 21.4 770 22.6 316 19.2 370 20.9 712 18.0 770 10.1 706 Ot20N 10.4 317 30.9 289 25.7 317 28.0 261 21.7 ]17 22.6 2809 278 169 717 17.9 Z7J Q M Z 144 in 17.9 220 17.a 203 m�y;Q TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: m� Anchor Ca a Itv Table Ibe ANCHOR CAP...-,,-) 2.7k Cawrele 3.5k Caw. Hollow CMU Fded CMU PT61bod Maw (DP-)X( )=ANCHOR CAP.w, 5116'Eko 114'86 Eko 5119'Eko 114'66 Eko 010 81"I 112 Steel 912 Bled MULLION CAP., ,,,,, AnchorCllpPatlema Ar,r3wrType: L16EkoUlbacm 1M'EkaUOmcm 3116*VC. 1/4•EkoUlBacm Ulvaam Appaoalor Uanwm Apye0ala ecmn(175)Boraw(G 5) 6aaw(051 USE THIS FORMULA TO OBTAIN THE'AN OR Ed90 p.w wa l at r aln r x•18 8118 t 242 P x-trr 2- 1-114" 3 v9 2• 6.481 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embadnenl Ont 18H• 1.3/4' 1.314• 1.714• 7 1.114' i-114' 1-114' 1.111' 1-114' 1.114' T 1316 1.3(0' eda9 ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMM.665'Min.0.C.1(2)V5AnWb alp a/(FIg.It 390168 390bs 45o r. ago IToo Ibs 2701m 280W 3518w 1409w 374 lbs 7201m 9401. 3419w 442 UA 550 tm OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctwr3®7.5'Min.O.C./21245 Anpk C9pe I ffq.21: 7804 Ws 780 ba 7B0Im 197011w 252566 5101m 5801m WA 11211168 740163 8801bs 18921M 682168 885 IN 1120 W CAPACITY(FROM THE TABLE)OF THE SELECTED 9 Amhaa 19 271'Min.O.C./ 285 Anp10 Clips/(Fq.3t rtzo gn 1120 uw 950Im 2:48Im 2251 b9 wA e4o 168 wA 1050lm r4/A 1321 be WA 1022 bs 1327 03 1050I 3 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. '111MUCT REVISED FIGURE 1: m cemplying wish"Florida TABLE NOTES: DWilling Cade Acceplmce No 16.0218.,03 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. P17aI'-�1.d.,., ZI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7;y 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mi D FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '126" `�� 1`l'(,1....!•.A1/�� a a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _30. `••.••�lOEI•IS(=•''•.'�' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •;i % 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' 110•;;6•/!05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED y _/--+ (1• a a YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125' !(//�� Z: THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY -''j)••. fi ff-of ((1 LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION v' 01 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BESTEEL,IB•8 S.S.OR410 S.S. (�'f,'••..Fl.oR1DF:•'`�C�\, ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. i�A.'L'AN ' ` MIL'L'�R,P.E. FL P.E.#58705 FM4 Mullion Capacity Tablo Ibsel F OponingWidth(for keNceiVsparrirgmilions)orOponingHeight(for)nrizonia*spomingmillions) C C a5 SOI. 00 In 701. 60 in o In 1001n 120. 1401n I so in p r TopTang. Rodangaler Poprrdarg. Roclanwlm Trit"ong. Rodan014or Tmp/Tdan9. Fact anadv Tra"ang. Rildarg,dar Tre{V7dena. Rectangular TfWdang. Ralengolar TraprTdeng. RectongiA. TintwilanB. tl Lmai Load Load. Loadna Load Load Loading Loading Loadng Lmdng Load. Loading Load. Loedng Loodng Loading Loading G 0 ng B M n0 0 B a 0 oY DEG.AL Cq AL � to �N�m W > o U) 42 n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 666 170.0 500 170.0 P92 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 14511 170.0 521 170.0 1733 170.0 521 160.3 1571 170.0 6211 481, 170.0 706 170.0 524 110,0 850 170.0 551 170.0 092 170.0 570 170.0 1133 170.0 1181 170.0 1275 170.0 077 1709 1117 170.0 050 183.7 1637 170.0 650 140.3 1837 170.0 550 122.a 1637 170.0 680 _ P 50.0251. 170.0 747 170.0 503 170.0 606 170.0 671 170.0 1016 170.0 064 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 147.1 1552 170.0 760 128.1 1552 170.0 756 110.4 1552 170.0 758 111 o m 0 54 n 170.0 797 170.0 012 170.0 050 170.0 601 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1114 170.0 837 155.2 1455 170.0 658 122.3 1455 1170.0 881 110.8 1455 170.0 Bill 97.0f'241 170.0 501 m m U- rn eon 170.0 505 170.0 701 170.0 1083 170.0 797 1700 1240 170.0 576 157,1 1309 170.0 011 130.7 1309 170.0 no 125.7 1309 163.5 964 10/,6 1306 157.1 082 80.6 1300 167.1 982 78.8 157.1 082 8 � a 63 In 170.0 970 170.0 745 170.0 1110 170.0 850 102.0 1247 170.0 B40 1425 1247 164.5 087 126.7 1247 152.0 955 114.0 1247 144.3 952 95.0 1247 135.2 036 81.4 1247 135.7 635 71.3 135.7 PoS Lu a- 88 1a 170.0 W/ 170.0 700 170,0 1186 110.0 003 146.4 1180 107.7 905 120.0 1190 147.8 045 116.1 1190 176.5 028 107.0 1190 126.4 011 80.8 1100 110.6 6Po 74.2 1160 116.1 607 04.0 115.1 893 ? +mgt 72 n 161.6 1010 168.5 877 134.7 1010 144.0 559 115.4 1010 127.2 812 101.0 1010 114.7 828 89.0 1010 105.0 017 $0.8 1010 06.0 807 07.1 1010 90.8 7115 57.7 1010 67.6 790 50.5 07.7 700 g 3� 701n 137.1 906 147.0 702 114.5 BOB 122.0 775 08.1 9011 107.1 761 85.9 008 952 749 76.3 908 68.2 738 68.7 600 623 728 57.3 905 74.7 718 49.1 006 71.2 710 429 70.0 706 tS66 i 781n 127.1 081 132.6 754 105.9 861 112.5 736 90.6 501 90.0 725 79.4 581 88.5 717 70.5 801 51.0 703 03.0 061 75.4 694 67.0 551 58.1 651 45,1 801 64.5 675 39.7 W.7 072 F- ¢ a N O 9010 82.7 BIO 66.4 574 68.0 040 711 564 59.1 04(1 02.9 SM 61.7 518 56.1 545 40.0 BIB 50.9 537 41.4 6411 47.0 530 34.5 648 41.5 519 29.5 6/11 78.2 511 25.0 616 30.5 507 Q m Z H UJ Fn w.. 00 O 8110 BBs Sae 70.1 506 30.6 580 38.1 4110 46.7 566 51.1 IBI 12.0 508 45.6 483 37.9 566 41.1 470 u.1 Seg 36.1 470 211.4 660 73.1 ISB 21.3 586�30.5452 21.7 SOB 28.7 117 Ln 0r 108. 47.9 410 15.9 105 3a.8 MO 411] 300 31.2 416 35.7 487 22.6 N9 31.7 387 20.8 119 42.1.6 362 23.8 SM 28.1 377 26.0 NO 22.7 306 17.1 MO 15.0 IIB 10.9 756LLI111 n 44.1 125 45.0 765 18.8 125 179 376 71.5 125 32.6 J7J 27.0 20. 367 21.6 423 20] 362 221 425 21,0 150 18.4 125 20.7 350 13.0 42S 0 j N 120n 34.8 764 35.5 331 22.1 384 28.8 320 219 781 25.5 321 21.6 361 228 Jf7 10.1 364 20.5 113 17.5 304 70.7 300 U 1-T Q 17 0 1Mn 20.2 263 211.4 233 18.5 233 17.1 230 ...,�@@@ Z mU)y,Q TABLE 160 ANCHOR CAPACITY ADJUSTMENT FORMULA: g � Anchor Ca acl 7.3119119 ANCHORCAP.,,�,,,,, 9aDslrile: 2.7k Coocrale 3.5k Con.. Hallow CMU Filed OAU PT Wood Metal (DP_)X( )= Anchor Clip POtteme Ultrocon ANCHOR CAP_ y18'Eko V4'SS Eko WIG'Elco 111'88 Eko 010 81ee1 012 8fael a126ted MULLION CAP.,,,,,,,,, Arplgf Typo'. 7110'Eko IAkacon 114'Eft.Ulkocon 311B'Eko UlOaon 14'Eko Unmcon ( I AppmOelar unmoor Agpm0olor Baler(05)sonrw(G5) suave as USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Wanc.(N): 1• 2-Irr 1' 2.12' 3.178' 1' 242• 1' 2.1rr r 3.1/8• r 0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment M) 1.34• 1-//' 1.34' 1-314' 7 1.114- 1 1-14• 1-171• 1.14 1-114' 141• 2• 1-76' 1.716• venae ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclo6@6m Mm O.C.1(2)2.5ANIOOlp3in.1): 390819 390 a. 450 Wil 890 Wa 17001w 2r01m 2801bs 354 Iba 14011.3 374 Ilia 720 Ilia we lm 341w 442 IN 560 as OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arc1ae.@ 1.5'hon.O.O l(q 205 Angle(SDs l ff4 211 7601ba 760a. 7900w 1070 Ilia 25251Ds SID Ibs SBO IM WA 11101W 7481ba ON lbs 189211. 6112 Oe U51h4 1120 93 CAPACITY(FROM THE TABLE)OF THE SELECTED s Ancl.ra 2.71'MIn O.C.I(2)2r5 Angle Cepa? ig.3): 1120 lbs 1120 lbs 958119 2246 lb. 2254 as NIA BIO Ilia WA tO591d HVA 1720 roil IBA 1022 ma 1327 as Iwo roil MULLION.ITWILLYIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. /•ItOiIUCI'REVISED FIGURE 1: :u emeplyin6 rviLh Lho Ftundb TABLE NOTES: rtuildGr9 Code Aeuplanca l4a 16.0218.00 • t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. E.Gallon Dale ZO2 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. nti Product FIGURE 2: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. \��, ( (YNN HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45°--__` `�� *C1,�,,.......,. • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `��,.•'V1CL•NS/; . 'l 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260' 1411.57C"" i _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED - = • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063-T5 AND BEA MINIMUM OF.125' - �. N 1k'-- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45'BAY LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION THE MATERIAL.#10&#'12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1' ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. E. FL P.E.#58705 H1.000•-I 1--1.250'-{ �� 1.000' -( 1.000' 1.000° r1.266-1 o 125' pp Y O 2.750° 2.760' .125' 3.125' x-•125" 3.188' 6ti -.125' -.125' N 2.000" 2.000' .125' D_ 285' a OD L 125" I - 655-0• 60" .125' O N a f� r L " r 2.115' 800° J W 1"X2X.125'MULLION 1'X 2'X.375'MULLION 1'X2.75'X.375'MULLION 1'X 2.75'X.050'MULLION 1'X 3.125'X.6'MULLION 1.25"X 3.188'X.265'MULLION 1.26'X 2.11'X.125'MULLION _ 8063-TB ALUM. 8063-T6 ALUM. 6063.76 ALUM. 6063-T6ALUM. 8003.78 ALUM. 8063-T6 ALUM. 6083.76 ALUM. " 0 X-SECTION X-SECTION XSECTION X-SECTION X-SECTION X-SECTION X-SECTION LLJ U) o Z CO 1n {-{-.125' {^{r'-.125' �I 1125' rL O TABLE A Z W g 2X5 ANGLE CLIP LU STA3-T ALUM. All Dimension Value(In) For Mullion: �i 60b3•T6 ALUM. I 8083-TB ALUM. � ❑ W 2.000' 2.126" X-SECTION U-CLIP 2.000" XSECTION A 1,g�r _I Q.71 6083-T8 ALUM. II •12� B 2.1354 1'X2'X.125° U ',• .x- .125" X-SECTION L Aluminum ZZ Q 8 p C 0.895 Tube Mullion Q ❑Z Z N J D 0.740 Q I ro .125' � E ZH B A --I.740" - B 2.404 1'X2'X.375' W O Y Y 6.500"- - Aluminum ,-1 17 co 3.125' �� cuiHERETO _.375' 5.000' --{ ftA O.B35 TubeMulllon 0 g Q O O .375' _CREATEF-CLIP.SEE MIN. E r ,375•MIN. I'� 0.490 Q MIN. DETAILF,SHEET4 _ 1,875 8Zm0 s.0 338"fMIN.-------i ------- U-CLIP AVDASHED -----_ _ 3.000 1'X2.75"XL_. _____J L_______J 6083-T6 ALUM. -----' 2X5 ANGLE CLIP 0,757 .375 Aluminum TOPVIEW 8063.76 ALUM. 1.118 Tube Mullion TOPVIEWSTANDARD CLIP F ANCHOR HOLE MUST LIE WITHIN THE .450 Min. 6063-T6 ALUM. OUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X 2.76"X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+•1116'. B 3.000 .650" SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED -DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER•1116". SHEETS 6.17 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLES DISTANCE.MAXIMUM PGT PartN A 2 000 1'X 3.125°X ^R0DUCI'REVISIID ANCHOR HOLE Mull Dimension(sheetQ B 2.637 m cumplying with%a Flarilts 5.500' .375' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Cllp Angle Clip .500'Alum Building Coda .375' MIN. DIAMETER 1116'. C 0.883 Tube Mull Ac.plaambio 14-02! -03 MIN. 1"XZ'X.125'(5) 66605 666113M 6661118M 666243M 666511M D 1.137 piomti Dale /fp21 _____________ 1"XZ'X.375"(6) 668006 666114M 6661119M 6BB244M 668512M A 2.625 D j 1"X2,7b"X.375"(7) 66607 688115M 6881120M 868245M 668513M B 3.282 1.25°X3.188' Mian DadoTrodua I X.26b'Alum t"X2.75"X.850"(8) 66608 666116M 6661121M 666246M 666514M Cont C 0.862 Tube Mull \%'�7 L.l'NN Ai! --- --- -D i B 1"X3.125'X.500"(9) 66637M 6661116M 6661114M 686242M 6WS15M D 1.782 U�l •:....,•C(F� 1.28'X2.11'X ;��,.•'`�GINSt I I I I 1.26'X3.188"X.285'(12) 66641M 6861117M 6881113M 668241M 668516M A 1.813 .121'Alum r ' `-------J -----J 1.26"X2.11"X.125'(18) 69370 WA N/A WA 666517M Tube Mull {1o.b0'10!i ' - R. LY C OFFSET CLIP 6083.76 NOTES: `I LI�" - ALUM. '-� '• I TOPVIEW 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ,mol X125' . 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. i��Ci'1131 �l � 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNMII�145870 FL P.E.#56705 - 1.000• 1.000 r• �i.os2•-� 740'II..--. S„ .063' 385" rt I (--125" --1(--,125" G .062' .438' J I I 1a 4.000" x.125°STANDARD CLIP 4,000• 4.000" 2.000' 2.125' 2.625" 6063-TBTION 2,000' 2X5 ANGLE CLIP 4+ - --.125• XSECTION U-CLIP 8063.78 ALUM. I I 6063-T6 ALUM. X•3.66 ALN ,125• N .125• X-SECTION .125' .125-- .031' Z w 1 .125'7 2 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W l'125 375' .156"� 375• DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR L m w 0 !q HOLE DIAMETER:ANCHOR DIAMETER r 1/16'. 1'X4'X.125' 1°X4X.375' 1'X4'X.375' 5.5001 m LU z O Q MULLION MULLION 'T'-MULLION 5.000' Z M CUT HERETO 375' 6063-T6SECTI N 6063-TOSECTI N 6063-T6 ALUM. 3.125" .375" F- J .376'_ -{_CREATE F-CLIP,SEE X•SECTION X-SECTION X-SECTION MIN. I MIN. Z J DETAIL F,SHEET 4 � � Z 0 1.260" t .375" Z w 2 r______-, r______-, r_________ ___________i .376' I I I I CENTER OF 1.250' t12110' I I 1 I I ANCHORHOLE I I MIN. 0 Z 1 I I 1 I MUST LIE WITHIN 1 I J d I I I I I THE DASHED I I ¢ J I I I 1 I F BOUNDARY.SEE I I ~ V O I} _-_ - SHEETS 5.20 FOR Z N 2.875•E I I I I I THEANCHORO.C, F I I .,co I I I F DISTANCE. 3.94' I I I I MAXIMUM j j W ZO H $ 3.250' 3. I I I I I ANCHORHOLE I I Q' J Y Y I I I I I DIAMETER: I I , J (/� x.100' .100' I I I I ANCHOR I I .IOD• L__ J LJ L______________ I DIAMETER r 1116' -------� Q Z O fJ 100' r2X5 ANGLE CLIP mb 6 f4• �6�` 56063-T6 ALUMTANDARD . 6053-T6LALUM.IP B�TOPVIEWM °� --1 .820" Fes-- I �1 .820' 1--' --1 .820".F•-• CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 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. MULLION MULLION MULLION k=ER MUM ANCHOR HOLE DlmenHan Value(In) For Mullion: Dimension Value(In) For Mullion: 6005.75 ALUM. 6005-75 ALUM. 6005•T5 ALUM. OR DIAMETER r 1/16-. 7 X4' F 1.938 1.25'X3.25' X-SECTION XSECTION X-SECTION G 1.ODO .125' G 0.500 X.624' 3.469' 5.500" y H 2.800 AluTube Mullion H 1.436 Aluminum 2.661' !� 125" ,375I 375" I 3.000 Tuba Mullion I 3.260 Tube Mullion -1 .126' 1.877" MINF 3187 1'%4•X F 2.826 1.25"X3.94' 1.377 I G 0.757 .375' G 1.125 X.624" _--_-_� H 2430 Aluminum H 1.500 Aluminum -� I r- � 'REVIST•D I I I 3.000 Tube&,r 1 3.250 Tube Mullion m complying with die Florida I I F 2260 1.2X51.X326' F 2.813 30'Be Mull Duli d'Code (fo-OZl$ C3 I I I I G 0.750 X.100' F 2.875 46'Ba Mull Acccplence No .125' I I I I P_piem' Date .125' 46'� 2.250' 1 I I I I 1 H 1.b00 AWnlram 2.�) 30°-t I 3.250 Tide Mullbn By I I H I 3.2b0' Mi Dodo�mduM 46'BAY MULLION I 3.250' I I I I TABLE D 306 BAY MULLION 6063-TB ALUM. 1 I I _ _____� Mull Dims slon PGTPer1H �� AAi 8083-T6 ALUM. I X-SECTION J I (shoet a) Mullion Sid.Clip Ofleel Clip U-Clip Angle Clip \.��(>~`..... X-SECTION I ••'�CENS, R �i 1'X4'X.126'(10) 266.7553t6.66112M 11M 6801122M 888241M 888516M OFFSET CLIP ,Z ,•iC 228'�I I T'I 11 .125' G 6083-T6 ALUM. 1'X 4•X.376•(11) 2M 66B1123M 666242M 666519M I4U.50705 I-,881'-I .228' f--,881'^f TOPVIEW 1-X4-X.376"7(11) 6661123M 660242M 668519M - NOTES: 740'-+ � 1.25•X3.25'X.108'(13) 201C_ 1601127M 6881124M 6662410M 8865115M VV II ,IC7(` UI 1.26'X3.25•X.624'(14) 20181 6681128M 6801125M 668241/M ONSI16M '. f�I( 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'%3.84'X.824'(15) 20182 8001117M 8881126M 86B241M 808517M ��'�•'•. 5` "- f1�fA 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 06649 WA WA WA 6665110M �'��.'•.,r�OR��F•' 45 Degree(20) 66850 WA WA WA 86&5111M /�is1 t5'),J 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. AA,L'YN R,,'Y.E, FL P.E. 58705 TABLE E Mull Dlmenelon PGT Pert# F3 (shoot#) Mullion Std.Clip U-Clip Angle Clip -^I x•125' --1�--.125• 2"X4°X.25"(16) 66802 666261M 606271M 8665112M I �{ o L2"X6'X.25-(17) 66604 666262M 606272M 66651131A I STANDARD LIP U-CLIP 2X6 ANGLE CLIP R.6063-T6 ALUM F6063-TB ALUM. OD03•TB ALUM. 07-` O 2.000' XSECTION 2.125 X-SECTION 2,000' XSECTION 4' NOTES: I I fV 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125' ,125' .125' g m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L zmN� N 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE I I---1 450,--I T 0 HOLE LOCATIONS. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. CUT HERETO 5.000' .375" W U o O 3.500'�'� CREATE F-CLIP, --2.000' .375' Y I SEE DETAIL F, 375' r6 MIN. O J MIN. _ r-SHEET4 MIN. .375' (� J �________ ___I_ _______� _ __ Z 7 1---------------------1 Z W i m I I I 0� W I I J D- Z 4.000' j - j Q J @ _I --- --- --1- 3.438' @ + 3.438" --- 1 --------I .250'-- 2'X 4'X.25' I I I I Z l] N MULLION 3.438' I I ~ Z..Z ..o 6063.76 ALUM. I I I I to Z mc)m� XSECTION 1 I I I I .375' to t -------- 1 -- -- L---------------------J MIN. W O �- ------ ------ Y Y �- STANDARD CLIP 2X5 ANGLE CLIP U-CLIP,6083-13 ALUM. Q a O O CENTER OF ANCHOR HOLE MUST LIE 8083-TB ALUM SEO FOR 2'X 4'MULLION,SHEET 1g CENTER OF ANCHOR HOLE MUST LIE 8083-T8 ALUM. p- Z�(q y .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW / TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW a m 0,0 SHEETS 5-20 FOR THE ANCHOR O.C. L// SHEETS 5.20 FOR THE ANCHOR O.C. � x -DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE m DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER E 1116'. SHEETS 5.20 FOR THE ANCHOR O.C. 6.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER ANCHOR DIAMETER+1/16'. --6.000' )•`- --�1 .375' 3.500' CREATE F-CLIP, 375' IN. _SEE DETAIL F, . M .375" MIN. r SHEET4 MIN. MIN. 375' I I I I I I I I I I I t---------- fRCNDUCT REVISED I I I j j m complying with dm Fig" I I Building Codc 1 1 I I I Amxplmt=1&-o-,IB-03 1 E pLdim.D u, goo) I I .250" 6.000" -j- �-- --j 4.688' Q t 5.438' -------_I Mi m Hodua- 1 5.438' t I 11111I11ff 5.4313' I NYNN y........ iee, 2'X 6'X.25' I I I I I \}GENS�r '•,F.)> MULLION No.56705 _\ I t 6003-T6 ALUM. I I 1 I _ X-SECTION I I I .375' I /1 `-'-- ------------ -------� -- - L---------------------� MIN. '-..L1 '. ^• N CC STANDAROCUP U-CLIP 2X5 ANGLE CLIP L��S'••••..•• .250' 0063.76 ALUM. 6063.76 ALUM. 6063-TB ALUM. TOP VIEW USED FOR VX 6'MULLION,SHEET 17 TOPVIEW 1 1111 TOPVIEW A.LYPItS ALLER,P.E. FL RE.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4',THE OPENING REQUIRES A DESIGN PRESSURE OF-H30.01-60.0 PSF. n pl 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 ® �L1 RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1l4'AND WILL MEET OR EXCEED THE REQUIRED -- DESIGN PRESSURE OF+00.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. C k EEr. �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 t!•58.3 PSF AND WOULD DETAILS, NOT BE SUITABLE FOR THIS APPLICATION.SHEETS g 27 02 FROM TABLE 4A,SHEET 8,THE 1-X 2.75'X.650•MULLION(LENGTH=72',OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION _. -. N LENGTH — 2)USE TABLE 40 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 Is 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 .04 SEE 0 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 -3 ILLLLLII /-2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. i4N .- 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, U.1 o 0 Ho ANOrloRsiN 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: m 32' 32• UO --I MULL vnDTH (60 PSF)X( 636 LBS\-524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 40) J OPENING WIDTH T2.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMV ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A 7 DESIGN PRESSURE OF+50.01-65.0 PSF. J o aZ FOR THE VERTICAL MULLION: C 1 0 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'=731.REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2J18'AND WILL U)2 o m� EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-65.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N W w D. FROM TABLE 3A,SHEET 7,THE 1'X 2.75"X.375'MULLION(LENGTH=108',OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF 2 !Y MULL NDTH--I r- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U InQ FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=80•)HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z fn En SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m0 s.Q DETAILS, m� 31' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36+36'+2'=74',NOT 73"AS PREVIOUSLY � � 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL\ THE 73'DIMENSION(35-1Y!•+35-1/2'+2'=73'). PRODUCT'S 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR TH-CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASC'JME THE POURED VERTICAL 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 FASTENER'S EDGE DISTANCE. MULLION \_SEE USING THE STANDARD CLIP WITH(6)3/18-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. A DETAILS, DETAIL E, OPENING SHEETS 2-3 SMEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.25D"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER I2. MULLION TYPE COULD BE CHOSEN. MUU LLION 72• PRODUCT REVISED as complyin`With Ow Florift 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72'+2'=106•.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL//RIANGULAR LOADING MAY BE Building Code USED.FROM TABLE 12A,SHEET 18,THE 2-X 4"X.250-MULLION(@ LENGTH-42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE A«p..l 16.02)8.0.3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E Piration Dato �LOZ SEE klI.ETAL s, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' ByETSWIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mi—Dada Product (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1 I IANCHOR CAPACITY OF 521 LBS. \\01�( 1.YNIV_ 30'•HORIz. 36•,HORIZ. _I 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TOVERTICAL MULLION,USE THE SAMEANCHOR CAPACITYOF 521 LBS.TABLE 128FORTHE U-CLIP SHOWSTHEANCHOR �IIf--MULLLENGTH ULL LENGTH -111 CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE •' OPENING WIDTH FOR VERTICAL MULLANCHOR TYPE IS A#12 STEEL SCREW. +l 14D.53705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - TIA11T.:"I., +/-64.7 PSF FROM THE VERTICAL MULLION;+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; ,O 14+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). -:()'• THE LOWEST DESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. <�,'•. F/OltlpI, VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION1�ON��-, �" 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 Wl',P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: PW PWU o PW 1 - --- -- u / ES Tz tLSWDH SWDH SWDH- - -PW PW - � m LU o a o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / D] ca F• SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / c J DOOR _ SGD PWLOADING OF VERTICAL MULLION = w _ I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION a QPW Pw in o z Pw .W N Y HIDH SWDH SWDH SWDH Z O O 4 4 i SWDH a„� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION l SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PW PW HR I 1 � LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED PW PW NOTES: DOOR - Ckmucr REVISED —-- - I as complyiu6 eiN Yw Florida 1 _ _ 1)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL Acatwenco Na p3 I — PW CONFIGURATIONS. E inti Date �2) 1 PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM mb hnaluU D c THOSE SHOWN. I 2)IF THE LOADING TYPE CANNOT \\ �C,�a,( )LYNN ll, I BE DETERMINED,USE v j / PW RECTANGULAR LOADING. �.•'�,�CFI.ISF''•(�Q PW PW 1 / 3 SEE PRODUCTS'APPROVAL FOR No.5070r, ACTUAL ANCHOR LOCATIONS. - •, LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION (t-I / = .•. ;;Ind PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I v-- SGD �()`•., STI\YL OF L!/: LOADING OF VERTICAL LOADING OF HORIZONTAL A. S�N'A ' \ A.LYN S �RI'f�.E. MULLION MULLION FL P,E.#58705