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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 -375 lt)rldr a ' BCIS Home Log In User Registration Hot Topics [ Submit Surcharge Stats&Facts t Publications i FBC Staff - BCIS Site Map Links ;I Search r ryi fi B u s i n e s Professional sERdubi Approval 9r^Aunt Arnrov:i Menu>Product or Application Search>hpslicationList> plication tail .g ,.J FL# FL261-1110 Application Type Revision Code Version 2014 Application Status CApproved 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived :��' [[1�'�°G/(�,.[Ire Product Manufacturer PGT Indus 6��a.�'a-_� �� Address/Phone/Email 0 Technology Drive North Venice,FL 34275 Q(941)486-0100 Ext 22318 AUGG 2016 druark@pgtindustries.com �1 PERMITTING Authorized Signature Jens Rosowski St. Lucie County,Y� L Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 " jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category CindSubcategory Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 Date Pending FBC Approval Date Approved 05/25/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 7/19/2016 Florida Building Code Online Page 2 of 2 Summary of Products FL# odel,Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions Limits of UseCertification Agency Certificate Approved for use In H •Yes PL26i R10 C CAC 16-0218.03.pdT Approved for use outside HV es Quality Assurance Cont ion Date Impact Resistant:Yes 05/2 Design Pressure:N/A stallation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for/ FL261 R10 tI I6-0218.03.odf product performance information,and mullion clip anchorage details. Verified By:Miami-Dade BCCO- ird Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: pGhok Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 7/19/2016 M IAWDADE 11IAMI-RADE COUNTY Lie j... PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2510 F(786)315-2599 NOTICE OF ACCEPTANCE MA) www.mtamidade.Zov/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 perforin 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 mat fails to meet the requirements of applicable building code. This product is approved seri d herein, and has been designed to oAluniinu ida Building Code, including the Hi V locity H icane Zone.- DESCRIPTION:Seri " GT"CH ped Extruded Aluminum Tube M APPROVAL DOC NT: Dr mg No. 6300JR, titled "Impact—Resie Mullions", sheets 1 through 25 o 25, prepared by manufacturer, daterevision 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/scries, 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 NOAH 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 N:April - MIAMt-DADE COUNrY Expiration Date: y 26,2021 pproval Date: 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. 10-08.19.OS) 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 5511 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miaini-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Nonie. ManuR. 6-1,218.03 z,P.E. Product Cuntminer NOA N Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 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. 14-1.105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Cuntr1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL ^ 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE _ MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE gC! S EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..........................y � MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................y m o ELEVATIONS...................................yi' cl FIGURE 1: _ 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLT02X WOOD........................2 o x a2 MULTIPLE OPENING.WIDTH FOR VERTICAL MULL-- ARCHES TO BE MULL TO IX&MASONRY..............2 o U MULLIONS - INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE.FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL LL SEEDETAILLS RECTANGULAR NOT HAVE A GAP OF MORE THAN 114•FROM THE CLIP. INSTALLATION NOTES...................2 A D,G,H; SHAPE MULL TO MASONRY.......................3 SHEETS 23 MULL TO STEEL STUD...................3 m _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 . DESIGN PRESSUREMULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180. ANCHOR SPECS.............................3 THE 113 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS.....................4 z IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS,USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION..............4 O 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OX 2 X.125 MULL SPECS...............6 F THESE 1 W 7 7 L 1 X 2X.376 MULL SPECS...............6 _ INSTRUCTIONS. 1 XZ75 X.375 MULL SPECS..........7 cG a b 1n 1 1 X 275 K.65 MULL SPECS-..........8 Z ' SEE DETAILS II III yl- 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.600 MULL SPEG9........0 w O o O SHEETS 2.3 / I i -�— I i I / LI SEE A tHRU G;� ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X4 X.376 TUBE MULLPECS..,.110 p Q — ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN H -i I I III SHEETS 2-3 1 X 4 X.376 T MULL SPECS........11 �! J I I III / I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.26 X 3.166 X.266 MULL SPECS 12 W 0 VERT OPENING z W c 1.25 X 3.25 X.100 MULL SPECS.....13 Dyi MULL HEIGHT g)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.624 MULL SPECS 14 z LENGTH HORIZONTAL 1.26 X 3.94 X.624 MULL SPECS.....15 = Z"; W MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS................18 @ S 2 X 6 X.25 MULL SPECS................17 E DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q to �- SHEET 3 26 X 2. 1. 11 X.126 MULL SPECS....16 r• AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Z H ¢ o 30°X 3.26 BAY MULL SPECS_.......19 REACTIONS. 45•X 3.26 BAY MULL SPECS.........20 Q O Z �- MULLION&CLIP DIMENSIONS......21-23 I- Z oo.O FENESTRATION 6)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2..............................24 J g o� PRODUCTS MAY LOADING EXAMPLES......................25 U5 MUST E Y TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING w W Y Y MANUFAc7uREo CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,MULLIONS ARE ONLY TO BE USED WITH F, Z (1) U) _ BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. ULU ¢ _--_-_I _�– — — ¢. z.O O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ IL 9 O�o �— /SEEDETAILS g2 ma - HORlzorvrAL A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING yl a� MULL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT' FOR THE OPENING USING THE ASCE-7 STANDARD. MULL 1- '-'I HORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. O NINGWI LENGTH 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRIANGULARrfRAPEZOIDAL". E I r I OPPNING = — _ I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT-)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED HEIGHT L I ns complying wIth We Florid THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). OP NG MULL FOR ( Building Codd HEIGHT LENGTH HORI?. VERT. MULLION CAPACITY(LBS/FP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN Aca:ptww No d��• MULL MULL TEP 1). Pir uw Dale r 2Q� LENGTH 5)FROM THE SAME TABLE USED IN STEP 4) E,FIND THE VALUE IN THE NEXT COLUMN OR CAPACITY —� REPRESENTS THE W NDLOAD TRANSFERRED B TOTHESUBSTRATE BY THE ANCHORS AND MUST HBE MET O ATTAIN THE ULL MULLION CAPACITY. Midn' o Product SINGLE MULLION SINGLE MULLION �F OPE AL nT41u 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\��`p.( LYNN Ay OPENIL WIDTH ANCHORISUBSTRATE(ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \ ,\\ (, FORVERTICALMULL CAPACITY IS MET. +��\.''�yGf:NgE'••,Cp `1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7 IF THE MULLION CAPACITY(LBSIFT°)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE ` '>:: r FROM FIGUREI ABOVE. ) _ No.66/0-� OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 6 CiY, X2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 'o'., S T£ F �/� *ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBS/FP)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALLAPPLY FOR THE ENTIRE MULLED FENESTRATION FCORIOF;••' - OALUMINUMDESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY, ••-•••••' •AISI•S100.07/S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN ASPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR APERMIT. A�CNN� }°t,fR1`��E. FL P. 58705 DETAIL A: DETAIL B: MULLION o ° MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED T BucKsralP TYP.ANCHOR d w OR WOOD FRAMING WOOD BUCK AND ONRY AND -PERSUBSTRATE, o ENT SEE SEE TABLESIO•t60 (OFFSET CLIP SHOWN) (STANDARD CL SHOWN) B TH SEE TE 1, N I MULLION I SHE m I- I I n I Z L IL W d I I 11 SEE SHEETS a nb I MIN 2.7 1 EDGE 0 W EITHER THE I I 21-27FORHOLE d I I ONCRE OR CMU I I OI$TANCE, _ _ STANDARD OR n I LOCATIONS n n I ,I 1---F-$EE SEE TABLES OFFSET MULL a EDGE e I n FOR DISTAN ONRY 18.160 Q'$ (n CLIP MAY BE DISTANCE INSTALLED BY d I I I FOR WOOD,(/ a I I ANCHO m Q O Q THIS METHOD. u n SCREWS L n ad 11 SIDE VIEW Z rn 260"MAX FOR to ALL MULLIONS d ~ J d ° e EI7HEa THE n n .da 0 FNDARD OR Z Z c � - CIP MAVBE � Q'F a d ° EXTERIOR , n INSTALLED 6Y _j W A @ yy 5 o THIS METHOD. J (n O u Z d EDGE Q Z r d DISTANCE FOR -4 Q O O MASONRY THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR w C)ems. d FW-FRAMED Cn o EXTERIOR- WINDOWS,BUT MAY W Q ALSO BE USED FOR F- N OTHER FRAME TYPES. V Z Q ? z 0 0 MX �o�o TYP.AN 7YP.ANCH00. PER SUBSTRATESEE TABLES -168 TYP. , ER SUBS ORE, as a� PER SUBSTRATE, SEE TABLES IB•168 SEE TABLES ID-16B �EDGPEND DISTANCE B HSTRIP �- SEE TABLES .—G D A ME I AlTM EMBEDMENT BUCKSBB TRIF I •' 8Y 0T ERS, AD1P EMBE MENT' SEE N TE 1, - ATTACHMENT q. SHE 1. BY OTHEE75 SEE NOTE I,, SHEET 1. MIN 23 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW oe comUCT plying nS REVISED vth Yre Flwm Bollding Codc FRONT VIEW AcceptmceNo G221 Ex iralion[Mte INSTALLATION NOTES: By Mlani de/mdUd 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. \xlgrl N 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �� �Q\ -,.. „-'Ile ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �t'`,.•'\�Cf:NSF' F9 CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. k No.58705 _ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. !u 'T� ' r' 5 FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED COR\4•.••' ELCO ULTRACON OR ELCO 114"S,S.AGGREGATOR MASONRY ANCHORS. S C'•`� 'SlOIVA� A.L{NNIMILLEEZ;P.E. FL P.E.#58705 DETAIL E: DETAIL C: —1 .126•MIN. MULLION TO MULLION INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) MASONRY STRUCTURE 1)MAY BE INSTALLED IN"TEE"OR"GROSS' �^ o (STANDARD CLIP SHOWN) _ INTERSECTIONS. 1 n VARIES S= 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. I TYP.ANCHOR N EITHER THE I I I SUBSTRATE, " 3)SEE LLCLIP DRAWINGS,SHEETS 21.23 S m STANDARD _ I I SE LES IB-13B FOR CORRESPONDING MULLION. 0 �M y OFFSET MULL I I TOP VIEW Z '� CLIP BE I EDISTANCE MULLION r� INSTALLED BY I1 FO MASONRY w THIS METHOD I I ° AN ORS VAR1ESJ W PP I 02 STEEL SCREWS, SELF-DRILLINGORPRE-ORILL Li / MULLICO AND USE SMS � Q W m O F cr) to EXTERIOR 4° n a MULLION Z j EDGE DISTANCETHE OLIP IS FOR MASONRY�° RECOMFFSMENET CDED FOR ANCHORS '' n FIN•FRAMED /INTERSECTION n WINDOWS,BUT MAY U,CLIP 16-0 o OZ ALSO ND WINDOWS, FOR „J OTHER FRAME TYPES. EXTERIOR Q Z .-• TYP.ANCHOR 'A d Z Z Q N O PER SUBSTRATE, r- �SEETABLESIB-130 Q SL Z OSL p TYP.ANCHOR SEE SHEETS 21-23 FOR 01 �L•O 9� BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS U3 J a p AND SEE TABLES 16-13B FRONT VIEW EDGE W ATTACHMENT DISTANCE F N U) BY OTHERS, SEE TABLES F- (n y > SEE NOTE I, IB-130 Q Z Q 7 > EMBEDMEN<•. •• SHEET 1. - •. EDGE D_ Z m O O a• l' •'. ...: •, DISTANCE a °°d' ---'—SEETABLES ' SIDE VIEW MI 7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 10.138 G T SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE ' 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL PRESSING OR STUCCO. TYP.ANCHORPER SUBSTRATE, eFOR SEETABLESIB-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS © PRODUCTREVISL•D ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ;.rnmpl&g with Iho FloridaCORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Bulding CodeFOLLOWING SHEETS.FORDETAILSA-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LOCATIONS Myhre No o�L r.&.3Pxpimli Date3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHE'AD OR FLATHEAD. B4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADECOUNTY APPROVED DISTANCE �Y:ELCO ULTRACON OR ELCO 114S.S.AGGREGATOR MASONRY ANCHORS. SEE TABLES � •••.••STEEL STUDS THINNER THAN QFRONT VIEW GA ANDCOMPLUWTWITHTHEFLBUILDINGODE,A 2X WOOD BACXER MUST USED. �; •j( ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW _ ND.S"""8r'!05 NOTES: r I t L uhf 1)FOR 2X WOOD-BACKED STEEL STUDS,WOODE OF LJ` ANCHOR VALUES MAY BE USED. /i�T`'•• 5'LGRIO�':•' ��9��\ 2)SEE CORRESPONDING MULLION TABLES, ��.� SHEETS 5-20,FOR QUANTITY OF SCREWS. AtYNNjy 4L, P.E. FL P.E.#58705 DETAIL F: DETAILG: DETAIL H: RR FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $ o �o a w SEE DETAILS A-E, 3D'OR 45' S 2 V SHEETS 2 AND 3 FOR INSTALLATION BAY MULL 4, TO SPECIFIC SUBSTRATES. N MULLION I1 L'6'm O 1 O Z O O 0 O O O O O O W O O TOP VIEW �a O SIDE VIEW m U C> O i SHOWN WITH VX 4'X.125' TOP VIEW Z 0 Q O MULLION I I I I I•-• J I I 1 TYP.ANCHOR �L O j EXTERIOR PER SUBSTRATE, U m i i SEE TABLES 15B OR 16B Z g$ I TYP.ANCHOR I 1 9 STANDARD MULLION CLIP 1 PER SUBSTRATE, I I EXTERIOR c� z o CONDITIONS.S.FR FIELD SEE TABLES 1B.14B m I fl Q Zd- CONDITIONS. 2'X SAN CLIP, F Z Q CD I 1 I 2 PER MULLION END,MUST BE Q 0 Z '- I I I INSTALLED INSIDE OF BAY MULL. F. I-B a0N p MULLION I 1 O !n g a O ar I I I I CL Q II i X X II I ANGLE CLIP, (1 Z Q 2 PER MULLION END, Q - z O O I I I MU SIT BE INSTALLED D_ fn (n 1 I I INSIDE OF MULL. I I TYP.ANCHOR b PER SUBSTRATE, _ SEE TABLES IB-14B INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY ALUM.CMU OR MASONRY MODIFIED INFIELD. EXTERIOR.O EDOEOvvo-gX:EXIERIOR - PRMULT REVISED. PER is complying wish The FIOFWX Building Codc INTOWOOD,STEEL, Acceplonce No 6(p-ALUM,CMU OR MASONRY EDGE l Facpimlion DalCZ) DISTANCE By� PER MiNBI a Product ANCHOR EDGE 1 DISTANCE- E ---® 1 \\\� 1j// PER ANCHOR NOTES FOR INSTALLATION OPTION G&H: NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. •�'r,.•4\GENSt; i 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 19-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE .)- 1.�0 59105 LOCATIONS. /—n 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. �)•: l6 : U 1= 3)DETAIL H:SEE TABLES 15B OR 16B FORANCHOR QUANTITIES AND SHEET 22 FOR HOLE (,/SSSfjjrrr...Add K 3)THE 2X5 CLIP ISNOT SUITABLE FOR THIS APPLICATION. LOCATIONS. j�,•. TL ;�\� (jC� �LOR1\��•,•�Q) A'lsY P #4R%p.E. FL 58705 TABLE 1A ®� Mullion Capacity Table Ibe1B2 " 21 Opening dill(for vverlical"parri mLfon3)orOp,9ntngH ght(forhorkortally-6parmirg"tons) YS Q 5010 601n 701. 80 to 9001 100 Is 1201» t401n 160 In Reclugulu TmplTdeng, Aocte'00- TSaprIllano. Rectenaoler Tmp'Tdnng, Rectangmar Ttepmang. ReclanIMar TrapRdeng Retenguler TmpR6.q. Raotangl. Trapfrde�. Remroder Tmpmlang. Racteno.r TmplTdeng. a f 1x2x.126 Loading Loading Loa loading Loadnp LoadaB Loafing Loadng Laadny loed(ng toad ng Loadng Lowing L.." Loafing Laading Laedlno Loadn9 o�Zo V Alum.Tube ^ �'_ _ & ,�• & '_ .S _ £ £ L .& _ F Ar _ k •_ ,. �• _ Mullion aha � � N s�' m 42 In 151.8 408 128.6 332 942 408 i{$.6 326 799 168 107.8 321 69.9 400 104.4 718 621 406 10L0 319 65.8 408 104.0 314 46.8 400 104.0 319 3D.g 406 504.0 319 35.0 408 104.0 319 481- 74.9 912 83.8 2118 82,4 312 73.4 252 53.6 312 67.0 248 46.8 312 832 246 41,8 31261.3 244 31.6 312 814 244 31.2 312 614 244 28.6 312 61,0 244 214 312 61A 244 _ 60,8261» 63.9 281 70.8 234 67.2 281 61.6 226 48.8 281 65.7 224 39.9 281 52.1 222 36,6 281 60,1 220 31.D 201 48.3 219 28.6 281 49.3 219 We 201 49,3 219 20.0 201 49.3 219 0 4 626 247 51.6 207 419 247 49.8 202 31,6 24T 44.6 1D9 32.8 24T 41.5 198 2D.2 247 99.4 1B4 26.3 247 36.4 193 214 247 38.5 183 58.6 247 38.1 193 18.4 247 36.1 193 UJ C, O Wh J6.4 200 41.2 f70 32.0 200 35,4 tee 27.4 200 31.5 163 24.0 200 2a9 180 21,3 T00 27.1 139 192 200 26.8 157 16.0 200 264 148 c0 U) q In 33.1 fill 35,3 165 274 lot A3 152 217 161 2aB 149 20,7 181 24.5 146 10.4 101 22,6 1N 16.0 191 21.7 143 So In 26.8 S65 30.6 t42 24,0 185 26.5 139 20,0 165 215 136 t6.0 165 21,0 134 Z Tn zq -T2 1. 22.2 1J9 23.3 120 18,6 139 19.9 Ito 15.9 1JB 17.6 148 ISM 184 126 18.7 108 15,7 125 10.0 107 76m 1r.6 m 7.7 tot < v F Q N Anehor Capacity Table fibs O TABLE IB ANCHORCAPACITY ADJUSTMENT FORMULA: '� 2 2 I- u) o ANCLI 0R CAP.,,aU) r I g o ' Sumtrete 2,7kCpx+mm 3.SKCanc, t{oBawCMU F✓♦edCMU PTWapd mafal (DP,)%{ ) ANCHOR CAP.,"„ o 5it6•Eko MULION CAP.,,r.,,,� Anchor Type: 3110•Eko Ulbe/on 1r4'Eko UOraeon 3116'Eko U199con 114'Eko Ultrecon 114'SS Eko 5r18'Eleo 114'66 Ek. Yf06tee1 812 918/1 Yt26led AnchorGllp Pattem6 ul0ecan AggmGetor Uamcon Aper/o/tot .clew(G5y 9cmw(G5) It tjm(G6y USE THIS FORMULA TO OBTAIN THE"ANCHOR It X Edge psuiwe(My: I. 2.1? r z-irr ytle• 1^ 2 0 r 2-UP 2• ytre- r 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN U X d. ErtlM:dmmlfin. 1.314' 1J/4' 1.374• 1-3I4" r fala• t-ua• t-v4° t-114' 1•ua' 1-v4• r tale• 1.319• wdea ACTUAL PRESSURE REQUIREMENT FOR THE Q r zA4WMk4.WMk"OC'1Standard arol"tO'P(Fq,tL 3901/) 396ma 4561ba Bebws 7$44r. 27l5a 2wlba 3mYA 740 r. sr4los Ba+tna 9466,6 74tms 4a2ma 666>ns OPENING,WHEN IT IS LOWER THAN THE MULLION < Z Ute} 4 A rchaa W. Min.o.0 r 61/.2),61)oraa0 Cep(Fig.2k 4$01b. 700"6 wA wA wA WA 380Ilia WA WA WA WA WA 0821bs Bps lbs 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED a �a Q 4 Mebpa®3'Mtn.O,a tt7y 2a5 Argia LTips r(Fla,3y: 760 IN 780 fas e80 is f5B0 MS 7890"8 901bs 560 tbl WA -TW-ib. 748 1b, walbs 1992IIrs 682 ba 885 1b. 1120"6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Atwhom®0.45'Min O.C./UClip,Into A14m.(Ftp,4x NIA wp wA wq -WA WA WA wA WA wA wa WA WA NIA r16"s CAPACITY WHICH MAY BE USED TO QUALIFY 1 An4w l F.Qp(Fig.5y: 195 The is$m225". 44SYn 0231. 135 ma i40Ips 177 b) 374 ms 167lbs 332185 4739» 170"8 22t to 260 M. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amtara A 1,15'Mm O.CJ F{O F.e. 240 fbs 350 M WA WA WA WA 190Itn WA WA WA WA 1 WA 1 341 Ins 442 ft 500 ba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: ----�--••''--�����''' TABLE NOTES: • ^_i-� OBVISBD . i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRDUCT Ras DUCT with I1 Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --( 1.000" (--- Building Code Accc��awlc tatta �y 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Sx i FIGURE 3: ny 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Mia HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. t[I ��� 111 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECtFlGATfONS,HOLLOW AND GROUT-FILLED '125" \�� ,�(4YNN CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.80,WOOD SHALL BE PRESSURE-TRF,ATED FIGURE 4: F1G-rUyRE-5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL SE 6053-T6 AND BEA MINIMUM OF.125' �' •;(�� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THIGK(1 t3 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.12 &#12 t•Xr%.125"MULLION _-„: Sf0.5II105 5'TH{CKAND 436.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,I"S.$.OR 410 S.S. 41 L C)��•.- r.LOtz�oP.�1C9 I+y� A.LYNN, ER;A.E. FL P.E.#68705 TABLE 2A Mullion Capacity Table Ibalft2 � 3 Opening Width Mrvoitcagly-spenring mullions)or Opening Haight(for hoilzontargy-sparyIng muillons) C 1 501n 60 In 701, ISo In 901. 100 in 1201n 1401, 160In u O Ra4lengula I TreplTdarg. Reol.,gNer Tmp?danp. Reclarpules Tmprrnare. RaclargJar Tmprtda� Reelan9Nef Tfap7T0alg. RetUreNaf Trap7Tdare• Ratanguler TrapRdvq Recla,gNar TlapRpalp. Rectangular TmplTderq. 1%2x.378 Loading Loading Loadn9 Loading LoadingLooaIV Loading 4oaolno Loaang boadno Loading gLoading Loading Loading Loading Loading Load" LoaaDg '91 Mull Tub e � tS� tS t7 g d tS� g tl a � (S 4 421. 170.0 620 170.0 435 155.3 682 770.0 476 128.7 682 1TD.0 306 1135 t71R 169.1) 018 700.9 682 160.8 617 gas 682 18x8 617 76.7 662 168.9 517 64.9 882 18aB 617 66.7 662 18a9 617 O W 461. 127.6 .1 136.0 418 101.4 507 1`19.2 410 80.8 507 106.7 403 76.0 507 1028 399 67.6 507 98.6 397 60.8 507 99.0 396 50.7 507 99.0 398 43.4 507 99.0 396 360 607 99.0 386 � y 60.5261, 1037 450 114.5 379 86.4 4% Bag 371 74.1 456 90.5 364 046 456 84.6 560 57.6 456 61.3 357 fi1.8 466 60.0 356 432 456 60.0 358 37.0 456 80.0 356 324 450 80.0 356 2 Pi N 541. 85.4 400 93.3 336 71.2 400 80.9 328 81.0 400 72.7 322 63.4 400 67.3 318 47.5 40D 84.0 315 427 400 62.3 311 35.6 100 61.6 313 30.5 400 81.8 313 26.7 400 87.8 313 W m 601, 623 321 60.8 276 61.0 324 ST.5 270 445 324 51.2 284 388 324 46.9 260 346 324 43.8 257 31.1 324 420 2r% 260 j32433 722 324 40.5 253MlOt25 233 co c631, 53.8 294 57.4 151 448 294 49.2 240 38,4 294 43.6 241 33,6 294 39.8 237 20.9 294 37.1 234 269 294 75.2 232 22.4 0 19.2 294 33.4 230 .4 230Be In 48.8 266 49.6 230 39.0 268 42.4 225 334 268 37.5 221 29.2 256 341 218 26.0 268 31.6 215 214 269 29.6 212 19.5 0 10.7 268 27.7 2097.7 209721, 36.0 225 37.9 1B8 30.0 225 322 191 25.7 225 28.4 188 22.5 226 266 185 20A 225 235 182 10.0 225 221 Joe 16.0 7 12.9 225 10.6 1769.6 176 �78M 30.6 100 320 177 15.5 201 27.1 173 71.8 202 23,0 170 19.2 202 21.5 167 17.0 702 10.7 1B5 15.3 271 16.4 183 12.8 0 10.0 202 15.8 1585.8 168 � 0- z78 in 28.3 102 tae 168 238 192 25.1 165 20.2 182 27-0 162 17.7 192 197 169 15.7 192 19.1 157 14.2 iB2 16.8 155 11.0 52 10,1 1B2 14.4 1504.2 150 Q d' ~ 7 Q N O 901, 18.6 144 18,0 726 16.4 114 18.1 126 Q m Z � 9e In 162 127 15.6 113 )- ..yy 00 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: cn "i Anchor Ca aoltv Table Jibs) ANCHOR CAP..,,„,,,, 1L a X Sabalrala. 2.7x Concrete 3.6k Cine, 1(91011 CMU Filed CMU PT Wood Metal (DP-)X( )=ANCHOR CAP.„,° Q' d16'Ek;o 11{•SS Ell dib'Elco 174'SS Ek N10 Steal 012 Steel Meletl MULLION Anch9rCllp Pah9ma Aatgr type: 3776•Elco ultmcon 114'Eka Ullro4an Macon 3116'Elw Ultmcon IN'Elco Ul.C4n Ag9reCialar UBecon AgareGalar Screw(Gs)Be-(G5) Scfee(O5) USE THIS FORMULA TO OBTAIN THE"ANCHOR V x Q O O Ea'pa O)alence 6n) 1' 2-Vr r 2-tr 3-`110' 1• 2•VV r 2-1rr 2° sae' 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING 70 AN IL ` Z 22 �O Embedmanl(h) 1-91' 1.91' 1-94' 1.1/4' r 1-1/{• 1-L{' 7-114' 1-114' 1.11{' 1-174' Y 15f0• 13� lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Atwhae W4.75'Min.O.C.I Standard of ONsel C7lp(Fig.1). 3901. 390 ue 4501. 6901. 1644 b. 270 R. 280 ba 35411). 740lbe 3741. &A b. 94015, 3411. 4421. 56011). OPENING,WHEN IT IS LOW ER THAN THE MULLION S �mQ' 4 Anchors ty 1.75'Min.O.C.181.n4vd Sx0ftel)Clip(Fig.27 480 be Monte WA NIA NIA NIA 3001)s WA WA NIA WA WA 692" 6651. 11291. CAPACITY(FROM THE TABLE)OF THE SELECTED �� 4 Ancbora 3'MM.O.C.1(2)2.5 An*Clipe I(Fig.3Y. 7001)s 700[be 60o I. Me We 18981)6 540 We 5601. WA 7601. 7401. 880105 1W21)s 682 I. 6851. 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchor.®0.45'Min.O.C./U471D,hla.I25'Alum.(Fq.f): WA WA WA NIA NIA WA NIA WA NIA WA WA WP A NIA 7 CAPACITY WHICH MAYBE USED TO QUALIFY t Anchor/F42ip1F1e.51. 195W 195IDs 2251. 4451. SO in. 1351. 1401. 1171. 3701. 7871. 332 I. 473). 1701)s 2211. 2901. ADDITIONAL ANCHOR OPTIONS FROM THE 2An0hara 1.1Y Mln.O.C./F0 Fig.9' 2401)s 350 De WA WA NIA WA 1W lbs WA WA WA WA WA 1 I. 4421be 6601. I 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: FRODUCT REVISED • • • • as4omply9nawith the FlocAla 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BAao4ptanaU 1.000" ildU1g Coda Nol -02 - 3 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � �` Expiration Dale � 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. By FIGURE 3: Mwnr hodtct 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. t 1 I I)) • • • • 2.000' HOLES TO SE DRILLED)N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��� f LY)J7•/ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L •••••••.�7l(e 4) ANGLE CLIP MUST BE USED IN PAIRS. SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED Com`.•''�O.507 C'•.,<•,p .375" � T.• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED - )_ No,50705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063.75 AND BEA MINIMUM OF.125° 'X 2'X.375"MULLION , r THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1 - ' LEAST.125-THICK AND A38a..ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -"O '• :•f.)' THE MATERIAL.910&#12 ANCHORS INTO WOOD MAY BE STEEL,1M S.S.OR 410 B.S. % b IV UUU___LLLLLL _JJJ UU__JJ11��JJ :(� s,:r$l: F [/j,; 5'()NM ', A.6l`NNMII411EF�P.E. FL P.E.#68705 TABLE 3A Mullion Capacity Table IbsV 3_�xV Opening Wdth(forverticalty-spanrirg mUllons)or Opening Height(forIrod2ont0i-spanning mullorls) 601n 80 In 701n 801n 901. 100 in 1 120 in 1401n 1601n '� p 1 X 2.76 X Rectangular TreprTI.N. Rectenild Tiep/Tdaiq. Rectangular TrepRdenO- Rectangular Tin ang, Recangulm TrapRdang. Rectanguar TiaplTdang. Rectangular Vnprhlang• Rectangular Trap7fneng. Rectangulm Troprtdeng. Laadng loading Loadng Loading Loadrp Loafing Lmdn9 Loadng Leading Lowing Loadng Loafing Loafing Laadng Lowing Loading Loading Loading sknw ,376 Alum. Tube a '� .. ;=• >a' .F ',� & 1,. F0 '�,. .�' d M lion ul 421. 170.0 620 170.0 435 170.0 7N 110.0 470 170.0 868 170.0 506 170,0 992 170.0 619 170.0 ftt6 17d.0 625 170.0 1240 170.0 521 140.7 1301 170.0 621 127.5 1301 170.0 621 111.6 1301 110.0 521 411 in 170.0 7118 170.0 524 170.0 630 170.0 584 170.0 992 170.0 630 170.0 1133 1170.411 661 151.9 1139 170.0 677 136.6 1130 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 85A 1139 170.0 660 � T 50.625 In 170.0 747 170.0 663 170,0 696 170.0 631 167.8 1032 1740 686 148.8 1032 170.0 723 130.5 1032 170.0 741 117,4 1032 170.0 756 97.9 1032 170.0 766 83.9 1032 170.0 756 73.4 1032 170.0 756 fn o 54 h 170.0 707 170.0 612 161.3 007 170.0 691 135.2 907 164.7 730 120.9 907 152.5 720 107.5 907 145.0 71 996.8 907 145.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 m C) OF Cl) 60 in 141.1 73S 151.5 625 117.6 735 130,3 611 100.9 735 11&0 599 e&2 735 106.2 690 78.4 735 88.6 583 70.3 735 85.1 678 58.6 735 81.8 674 50.4 738 91.8 574 N.1 735 01.8 674 J { 63 In 121.9 660 130.0 570 101.8 680 111.5 657 e7.0 669 90.9 517 76.2 am 90.1 638 07.7 068 63.9 531 60.9 666 79.0 528 50.8 660 75.6 521 13,6 068 75.0 521 36.1 880 75.8 621 J bt 661. 108.0 607 5124 522 ee.3 607 eg.1 ti11 76.7 607 85.0 601 60.2 607 77.1 183 50.9 607 71.5 486 53.0 607 07.6 481 N.2 607 83.4 476 37.8 607 62.7 474 33.1 607 82,7 474 y CL U1 g ppp�' d „4 72W 81.6 510 85.8 NS 68.0 510 73.0 431 Sea 40 81.3 126 61.0 610 57.8 419 15.4 510 53.3 N3 40.8 510 50.0 408 36.0 610 47.9 102 29.2 510 41.4 399 23,3 510 Na 399 g to Hill 7610 69.6 458 72.5 100 67.8 456 61.7 392 49.6 458 54.1 385 43A 458 48.0 '376 38.8 458 "A 373 34.7 458 41.6 368 26.9 458 37.7 362 24.8 458 36,0 359 21.7 138 35.7 350 J J_� kz 70 In 64.2 435 67.0 381 63.5 475 50.8 37J 45.9 435 49.8 380 40.1 435 N.7 360 35.7 475 10.0 355 J2f 135 36.1 351 26.8 436 31A 311 22,9 135 726 J4f 20.1 135 72.2 310 Q F- to Q N o go In 41.5 327 43.1 290 31.6 327 38.4 295 28,9 727 31.8 280 26,1 327 28,3 275 23.2 327 25.7 271 2019 327 23,7 266 17.4 327 21.0 262 14.6 327 18,3 255 Z 96In 34.4 207 35.4 257 28.7 2a7 29.9 262 24.8 287 211.0 248 21.8 2B7 23.1 2N 18.1 287 20.8 240 17.2 287 19.3 237 14.4 2B7 18.9 232 a o O 1081n 24.2 227 24.7 205 20.2 277 20.6 201 17.3 227 16.0 iga 15,7 7 16.0 195 to X o •- 1111n Lu 0 22.3 775 227 1 194 18.13 215 18.1 IN 15.9 215 16.6 188 N I201n 17.6 101 17.8 Ie7 V TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: IL..X Z O O Anchor Capacity Table lbs ANCHOR CAP.,,,,,^,- �g0 s•.O Subslwtc 2.7kC=re4e 3.5kCaw. Hol-CMU FmedCAN PrYA+od Metal (DP)X� )=ANCHORC1iP.,tt -� E�my� B3-11ar 1/d-SS Eko UlVEleo 1/4-ESEICD B10SIeel Al2Stael 912 Slee) MULLION CAP., ,,a, Anchor Clip Pattering Andwr Type: 7/16•Eko lehacq, 114'EW Ullman 7716'Elco Ulhaeon 114'Eko Upmcan Aggn:Gala Ullmcm AggnlGaW screw(05)Senm(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EdDa oisanee(m): r 2-17 t• 2arr r 2-ttr 1^ x-1R- r a4ra r 9.40' O.SP 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embedmml(hk /J14' 1-3'4• 1-XV 1-3V' 1-1/1' 1-114' 1-114' 1.110' 1.114' 1-1/4' 2• 1.36' file- tok, ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchm 4.75-Min.O.C.l 8lenoard a 01WI Clip(Fig.1: 390 bs 3901bs 450 bs 1190 bs 270@13 200lbs 35410.5 740 b9 �74BIM 864lb. 940lba 341 b9 442lbs560lb9 OPENING,WHEN IT IS LOWER THAN THE MULLION 4A.M.®1.15'Min O.C./Sandml(orORal)CIIp(Fig.2k 4600w 700lbs WA WA WA 3601bs WA WA WA WA 662 lba 885lbs 11120 lb. CAPACITY(FROM THE TABLE)OF THE SELECTED rs4➢3O.C.1(2)215 AnOk C6 /(Fip.3): 7601bs 7BOIbs Geo 169 IS601bs 5401ba 560109 WA 760@9 8801bs 18921b9 6020x, B85 I6a 7120109 MULLION.IT WILL YIELDAMIN{MUM ANCHOR 2 Aroharm g .4Y Min.O.C.!UCap,InI..115'AWm.(Fq.4k WA WA WA WA WA WA WA WA WA WA WA NIA T151b9 CAPACITY WHICH MAYBE USED TO QUALIFY 1 Alwlwr7 NMI(Fq.5k 195 bs 1951bs 225109 4451bs 8721b9 1351bs 1401be 177 bs 770109 332109 473 b9 170169 221 IDa 2801be ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhore 1.IVM41.o.Cl FCIi FIa.6): 240 lbs 350 bs WA WA WA N/A Igo lbs WA WA WA WA WA 341109 N210e 58010.+ ANCHOR CAPACITYTABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 11"1 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT RBVISFD �J as-illyi.il ilh Iho FlOdlh Building Gde 024{8 03 A-Pleaco NO j(0- FIGURE 1: FIGURE 2: TABLE NOTES: Bxpiration D.I. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By Gbnhd SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi 1i do Product 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE LY)•!rV 7yrii FIGURE 3: \��`OCC( .........Yee 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.7`-�" R�a�,.••7�GENS� F.)1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7, 91n...:C705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' I ' FIGURE* FIGURE 5: FIGURE 6; CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED O Q G 6 � YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OFA 26' S}/I f 1' (� • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.SHA THICK N GAUGE),STRUCTURAL STEEL TO BEAT 1'X 2.75'X.376'MULLION ;�� .,r(ORIOP-, :2 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .. .. THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. • A!L�t�R N!�4@R,P.E. FIL .#58705 TABLE 4A a MullionCa fc Table iga Opening Width(for v9Nc69y-spanning mllfiori9)or Opening Haigh!(for Mtizortafy-sperrirg mullions) SOI. 60 In 701n BON 601. 100 In 1201n 1401n 160 in � Reclenww TrmAll.g. P-I.grdu TrepRdwrg. Reclengular Trap/TAen9. ReclenPler hap7Tdenp. RaclanplNr RepTdag. RwenpAwr Trapr7dang Rectangular TreprMang Rectangular TmpRAen9. Regenguler TraplTdeng, 1 x2.75x Loading Lowing Lwdng Loading Lowing Loafing Lwdng Lwdn9 Loading Lmllrq Loading LvAm Loadurg loafing Loading Loadnrl Loading Loading ^02 U .860 Afum. Tube ' ' • • p •s Mullion �g � m a. � p. ez o �� e$ F� 1a. p e. S e €� � �� e p b.€ �� � 5$ to Ido 0 oil 421. 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 we 170.0 we 170.0 DB2 110.0 $10 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1458 170.0 521 158.7 1820 170.0 521 1]0.8 1620 170.0 521 J W 481n 170.0 708 170.0 62A 170.0 850 170,0 584 170.0 982 170.0 870 170.0 1133 170.1) 601 170.0 1275 170.0 877 170.0 1417 170.0 880 111.7 1417 170.0 680 121,5 1117 170.0 680 108.3 1417 170.0 60.625 In 170.0 747 170.0 $63 170.0 598 170.0 631 170.0 1048 170,0 854 170.0 1195 170.0 723 1628 1288 170.0 747 146.3 1288 170.0 758 121.9 1206 17MO 750 104.5 1280 170.0 756 81.4 1288 170.0 756 W p O 54 In 170.0 707 170.0 612 170.0 VA 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 173.8 1130 170.0 837 120.8 1130 170.0 858 100.5 1130 170.0 BB1 68.1 1110 170.0 581 75.3 1130 170.0 561 0 }- � J 50N 170.0 885 170.0 701 1{8.5 815 1823 781 1255 816 144.5 746 108.6 915 1323 735 97.6 915 123.0 725 07.0 915 118.5 720 73.2 915 114.4 716 02.0 015 114.4 715 54.8 915 114.4 715 )--' to 6317 151.11 830 151.9 710 128,5 630 138.8 094 106.5 630 123,2 681 94.9 830 1122 670 844 530 104.8 602 75.9 830 09,4 650 63.3 4130 94.5 649 54.2 53D 94.1 649 47.4 830 94.1 649 (.) 7 t t'a 88 N 132.1 757 140.0 650 110,0 757 119.8 e36 94.3 757 105.9 824 82.5 757 96.1 614 73.4 757 80.1 800 66.0 757 [29.6 500 55.0 767 70.0 593 47.2 757 76.2 591 41.3 757 78.2 591 Z CL m 8 2� j 721n 101.7 638 106.5 552 64.8 838 BLD 640 727 638 60.1 530 8].6 8]8 722 521 565 638 68.5 514 50.9 838 508 424 836 51.2 500 36.3 636 55.3 497 31.8 536 55.2 497 J M 9 w -J J❑ GGG rcZ 76 In 66.5 571 90.4 498 721 571 78.8 468 6. 571 67.4 470 64.5 571 80.6 471 18.0 571 65.5 404 43.2 571 459 38.0 577 47.0 451 30.0 571 44.8 147 27.0 571 4{,5 M8 Q 781n 60.0 542 63.4 474 66.7 542 709 465 57.1 542 621 456 50.0 542 55.7 449 444 642 61.0 442 40.0 542 437 33.3 542 42,9 429 28.6 542 40.6 425 25.0 542 40.1 423 Z Q N 001. 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 3D,8 349 32,5 407 35.3 341 28.9 407 32.1 338 28.0 407 3N 21.7 407 28.1 327 18.6 407 24.1 322 18.3 407 23.0 319 Q Z �U1)e In 429 J35 44.1 320 35,8 358 37.2 714 30.7 358 32.4 308 26.6 356 28.11 304 23.8 150 28.1 300 21.5 356 286 17.9 358 21,0 288 15.3 358 19.2 284 N X' �B N LD 108 N 30.1 283 30.8 Z55 25.1 283 26.8 251 21.8 263 22.5 247 18.5 283 19.9 2k 18.7 263 16.0 240 15.1 283 18.5 237 � r Y Y 111 In 27.6 267 263 242 23.1 267 23.8 235 19,6 267 20.0 235 17.3 267 18.3 231 15.4 267 18.5 278 U X Q 0 U, 120 N 220 719 22.] 200 18.3 228 18.8 205 15.7 228 16.2 202 N O TABLE 4B ANCHO CAPACITY ADJUSTMENT FORMULA: Z m$q to Anchor C acl Table Iba DP a ANCHOR CAP.,,e,,,,�=ANCHOR CAP..r, E� Substmle: 2Tk Cawrefe 3.5k Conn. ViOWCMU FRlid CA1U PT Wood Mehl ( )X o�m-p 5'16'Eko 111'S9 Ekp 'LIB'Eka 1/4'S3 Eko f10 61ee1 d1231ee1 412 MMI MULLION CAP.,K Anchor Clip Patteme Mcha Typo: 3x18'Eko Ulaacon 114'Elco Ulbecm 01lmcon 3r1B'Elco ulDacon 171•Eko Ulbecon ApgreGatar Ultmcon ADVeGator Screw(05)Screw(G5) Scmw(G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dlsleme Ony in 2-12 1" 2-iR' 3-Ire' 1^ 2-1R' t• 2-12" r 1115' Y 0.48' 0.54" 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EmlxMnent My 1-314- 1.314" 1-314' 1-314' 21 1-114• 1-114' 1.111' 1-1q" 1.114• 1.1x4^ 2' 1-wa' 7'0' vada, ACTUAL PRESSURE REQUIREMENT FOR THE 2AM"04.75-MN.O.C.1 Standmd of 011sel alp(Fig.1): 390 Ws 39016, 450166 690 ma =270M380lbs 354 lbs 74015, 37410, 564166 046 roe 34110, 4421be SBO lbs OPENING,WHEN IT IS LOWER THAN THE MULLION4 Anchors Q 7.15'Min.O.C./SNsM,ird(a 06seq CUp(Fq.2): 480016 700 Wa wA WA B0IM WA WA WA WA WA 682108 8851 1120165 CAPACITY(FROM THE TABLE)OF 7HE SELECTED4 A """'A""Gls((Fq.7y 760 IDs 780 W No lbs 150010, 60lbs WA 760lbs 748106 NO lbs 109211, 802 Ne m 1120166 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anctk ®0,45'MN.O.C.1 U[3'ip,Into.125'AWm.(Fla 41 WA WA WA WA WA WA WA WA WA WA WA 7161De CAPACITY WHICH MAY BE USED TO QUALIFY abe1 F471p(Fq.Sy 195lbs 195 gas 225lbs 4451Ds 40lbs 177 ft 370Ibs 187 lbs 3321W n31bs does 2211MADDtT(ONAL ANCHOR OPTIONS FROM 7HE 2 A0sMm491.15'MN.O.C./FL41pffq.By 240166 350 Po, WA WA 9016, WA WA WA WA WA -1. 4/21M 50016, ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. b PRODUCT REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. n,..nlplyi.Swhh9w FIDdh B.ildus9C060 7rb,09 Ic FIGURE I: FIGURE2: TABLE NOTES: 1000' Expinilion Date 12oa1 NO 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. r Mimn'`1d`P } 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I{ FIGURE3: \�`to (`/, \ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' �a �10EIJSt'•. l • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q' ••.'k FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. /n/ ANGLE CLIP MUST BE USED 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1. (/L ¢ L� 71Ct':^ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURES; YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' V S-TAT(:OF \tiV THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT '••,•F'1.pF1t0 LEAST,125"THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.050"MULLION 54�......... '-N •� THE MATERIAL 010 8#12 ANCHORS INTO WOOD MAY BE STEEL,1&85.5.OR 410 S.S. Ir11n1tr A.LYNN MILLER,P.E. Ft-P.E.#56705 TABLE 5A MuIBan Copaelly Table IbehYl 7 OponlnpWidth(for verlicallyspardrgmd1lon9)orOpanlnOHal rh0iaorte6y-spemirgmllfions UW~e 501n BO In 701n 80 in BD N loo N 1201. 1101. 180 in `U o .I.ngAm DaprM.M. Realango TrWTdaag. Roolengdar TopRdang. RaclonB�lar TraprTdang. R.Iaglar TrepRdarg. R-A-Oar Tmprrd.,v. Reclangder Tre rdwg. 1"23.126"x drlg LoadinO Loadag LoadinO Loednp Loadng Loading Loading Leading LwdnB Load1A Loading Loednp Wadne Loading I.oadng WsdnO Loading oY V .500'•Alum r � t r r_ x D ,F 2: �' 2: � �' � Tube Mull F € a u v O O C v u v u d O oo O s� altg �� 2� as. § s� " I- �� � oil 1 11 yp �� o ter=• sem. ate, s a a s _, 3io a sem. d` s d` da s� �a so �a srr d err a ` 42 N 170.0 620 170.0 435 170,0 744 170.0 478 170.0 988 170.0 500 170.0 982 170.0 519 170.0 1110 170.0 521 170.0 1240 1 521 170.0 170.0 i21 179.0 1735 170.0 521 164.4 1802 170.0 521 W f 170.0 708 170.0 524 170.0 950 170.0 664 170.0 902 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 6 .0 1417 170.0 680 157.7 1577 170.0 MA 1577 170.0 680 119.2 1577 170.0 680 $0.825 In 170.0 747 170.0 503 170.0 8% 170,0 631 170.0 1018 170.0 684 170.0 1105 170.0 723 170.0 1315 170.0 747 1 . 141.7 .0 758 121.5 4495 170.0 758 108.3 1485 170.0 756 Ui C3 C3 64 N 170.0 787 170.0 Bf2 170.0 858 170.0 681 170.0 1118 170.0 754 170.0 1275 170.0 80] 188.1 7401 170.0 637 148,6 1401 170.0 858 124.8 1401 170.0 885 108.8 1101 170,0 881 83.4 1401 170,0 801 m M O 00In 170.0 885 170.0 701 170.0 1003 170,0 797 1585 1150 170.0 878 1387 1168 187.0 926 12&3 1150 168.6 817 111.0 1168 140.7 910 025 1150 144.5 003 70.3 1159 144.5 OD3 09.4 1158 144.6 903 {{ 031n 170.0 930 170.0 745 150.8 1048 170.0 850 137.0 1619 155.5 660 119.6 1D4B 141.7 846 106.5 1049 132.0 an 95.8 1049 125.6 828 78.0 1048 110.3 820 085 1019 115.8 819 59.8 1049 118.9 810 U m Fa 691. 168.8 B55 170.0 788 13 B.0 855 161.5 601 110.1 855 133.7 788 1042 855 121.4 776 92.8 055 112.8 185 83.4 855 100.4 167 69.6 955 99.8 740 59.9 965 88.7 746 52.1 955 88.7 748 Z LU LU j 7244 125.6 803 134.9 697 107.0 803 114.9 602 91.6 JIM 101.1 670 90.3 8W 91.2 559 71.4 603 53.9 649 642 503 78.6 842 53.5 DW 722 832 45.0 503 69.8 628 40.1 803 89.7 827 rn 1Z 701n 109.2 721 114.1 529 91.0 721 97.0 610 78.0 721 55.1 WS 65.3 721 76.5 595 Bel 721 70.1 580 54.6 721 65A 670 45.5 721 59.4 569 39.0 721 50.8 6601 34.1 721 56.1 603 Q J 78 N 101.0 684 105.4 599 64.2 884 884 587 722 684 784 576 83.1 681 70.4 567 58.1 654 64.4 6% 50.5 664 60,0 S51 42.1 891 54.1 541 38.1 984 51.3 530 31.0 884 50.6 534 Z o 901n a5.6 514 Bi.9 468 54.8 514 57.3 448 47.0 514 60.0 440 41.1 514 44.6 433 36.6 514 40.5 427 329 614 37.3 421 27.4 614 33.0 412 2&5 $14 30,4 406 20.9 614 29.0 403 h 4�.y4Z o 861. 54.2 452 65.7 404 452 452 47.0 SB0 38.7 452 40.8 380 33.0 452 38.4 384 30.1 452 72.8 375 27:1 152 30.3 373 22.8 452 20.8 365 18.4 452 24.2 350 10.9 152 228 355 U) N 103 In 38.1 357 56.0 322 31.7 357 327 Jf7 27.2 357 29.1 Jf2 23.5 757 25.2 308 21.1 357 22.7 703 19.0 367 20.8 209 15.9 357 18.0 203 1&8 357 162 287 1f.A 357 15.0 257 t�yy LV Itl In 35.1 3J9 J5.8 JOB 28.2 378 30.1 301 25.0 338 29.1 298 21.0 3J8 2J.{ 282 19.5 336 20.6 286 17.5 739 18.0 284 11.8 JJB 18.5 278 12.5 3]6 14.8 27J 11,0 3J9 13.8 280 F Cri y 12044 27.7 259 28.2 283 23.1 289 23.7 259 18.9 289 20.5 258 17.3 288 18.1 292 15.4 288 18.3 2451 13.8 289 14.9 248 11.0 289 128 240 9.9 289 11.4 238 5.7 289 10.4 232 UQ x- 1 Q O O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z 'O�.Q AnchorCe aG Table Obs) ANCHOR CAP., '�� t1: sum9ate 2.7aCacrae &Skcmc. N owt7.lu FneacMu PT WOW MNaI (DP,)X� )=ANCHOR CAP.- ,� o�a'� 91g'EfcD vd•53 Eko 5116'Eko 174'SS Elco 910 S(e9 #1251ee1 #1251ee1 MULLION CAP.,",,,w, Anchor Cllp Paltems AmtorType 3116 Elm unnew 11C EkoUnr4con "Bram 3r16•Elco Ulmon vd•EkoUftwon A971GEtor UNacon AgJmGad" Screv(05)Sclek(G5) SumEG57 USE THIS FORMULA TO OBTAIN THE'ANCHOR E Clstarce0r0 1" &tlr t• 2-112• 3118' 1' 2-v7 t• 2-1I7 r 3118' 7 0.48• 0.54• 0324• CAPACITY REQUIRED"CORRESPONDING TO AN Embeftent n IV4- 1314• 1314• tad• r 1-14• 1-v4• 1-114• 1-v4• 1.114• talo" 7 1.3w tas• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aahon 934.76•MIM O.C.I Sfanda)WO= (Fl 1 39D IDS 39D im 45005 090 ae ISM IDS 770 ms 2001m 3540s T40Ius 374 res 6641m 3411m 442 as OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aahm6 JAY Mn O.C./SlarMMIorO"c�(Rg 27 0180®s 700 wa RIA WA RIA NIA 3�0 ms NIA wA NIn WA WA 602M 565 ms 1127 Ras CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcMn 03•MN.O.C.l l232rb ArpleCupsl(Rg 3j 7BO los 780 Ir6 680 Im 15600. 1H160s 6/0 ms 60 as RIA 76010. 748109 emu 1892tm 652 Dn 965I16 JIM im MULLION.IT WILL YIELD A MINIMUM ANCHOR SAfcMn00. k,O.C.l UC5p,u 0.120*Alum.Tig NIA WA WA WA NIA NIA WA NIA WA NIA WA WA NIA WA _ 107305- CAPACITY WHICH MAY B E USED TO QUALIFY 1Ar1cMr/F (Floa 195M 1959. 725 mf 4451m 922 ma 1350. 140b 17705 3701es 157105 3321m 4731m 170105 2210. Dim ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchaa 01.15•MIM O.Of F-0 (R9,4 2400s 3M 06 MIA WA NIA NIA 1Bo0s NIA WA NIA WA WA 34105 142155 660 ms ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUC3'RBVISEf1 as complying with SIM Fiarift Ir 5.000'-I Ruilding Code Aecep,a.ro7>o lrv"b Zi8.03 FIGURE I: W��' TABLE NOTES: B iralim Daln �f021 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Tay SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Mi UOdo Produp 1j1{{ullrllj 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.125" �y .•• I�• << FIGURE 3: ��'�•Z'C.'L,F.NSf?'•�F^5 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. ��• �� i ' F-0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, l ' L ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �'' Nu•j&70'r' ANGLE CLIP MUST 8E USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500° _ ;-Q •Q CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED _ "0 - FIGURE 4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" :'S� 6(1�I I`- F 1-X 3.125'X.5'MULLION :i71�'•, r,•-C�� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT -.�L OR11�;. IIrII�-7`I II�`�� LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION) :;��(s •.•,.... THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 S.S. VIII,SIO1sj `ER•� LLLL JJJJ� A.LYIIIN�MILL ,P.E. FL P.E.#58705 TABLE 6A Mullion Capacity Table 111:,W ® S;ap # Opening Width(for wdicallyspallrlrgmUlions)or Opening Haight(for hod2onlaly-sparlringmtfion9) �� d 501n 60 In 701n 001n 901n 100h Up in 1401n 1601n p Reclen9.dar T*Tdang. Raebalder Traprfdan0• Realanl;W., T,WTdang. Roclan9Jer TmplTdanti. Reclangula Traprrdan0. Realangdar Trap/Tdan9- Recteeplar Tr1plIfid , Recten04ar TrepRden9, Rectangular Tseprid•g. 0 a w 1204X.126 loading IAadn9 Lowing Loading Landng Loadrg Laedrg Loading Loading Leading Loadna Lwdnp Laadig Laedn9 Laadng Loading Loading Leering dye O Alum.Tube € '.. '_ '� . .�� .£.. .F .' €.. : _ €,. , to . Mullion is Is z W O F 421n 170A 620 170.01 435 170.0 741 170.0 478 170.0 868 170.0 608 170.0 992 110.0 510 170.0 1118 170.01 521 170.0 1240 170.0 521 170.0 1408 170.0 521 145.8 1480 170,0 521 127.6 1469 170.0 521 J W 481. 170.0 708 170.0 524 170.0 850 170.0 661 170.0 992 170.0 830 170.0 1133 110.0 681 170.0 1270 170.0 677 158.3 1303 170.0 660 130.3 1391 170.0 060 111.7 1303 170.0 060 97.7 1303 170.0 880 j = 50.625 In 170.0 747 170.0 563 170.0 890 170.0 631 170.0 1018 170.0 SUM 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 758 117.1 1235 170.0 156 100.4 1236 170.0 750 07.8 12]5 170.0 750 Q'g 64 In 170.0 797 170.0 012 170,0 850 170.0 081 170.0 1118 170.0 764 154.1 1150 170.0 6D7 137.2 1168 170.0 BTT 123.6 1158 170.0 856 102.9 1166 170.0 861 882 1158 170.0 601 77.2 1160 110.0 061 m m O 601n 170.0 BBS 170.0 701 168.7 1042 170.0 797 1129 1042 161.1 832 125.1 1042 146.7 815 111.2 1042 136.0 601 100.0 1012 130.2 791 03.4 1042 125,1 782 71.5 1012 1261 702 626 1042 125.1 702 H J 631. 170.0 930 170.0 745 151.2 092 163.0 618 129.6 992 144.4 799 113,4 092 131.0 782 100.8 992 121.4 766 00.7 992 114.0 758 75.6 992 1D8.4 745 64.0 992 108.0 744 58.7 992 105.0 744 66 In 165.4 047 170.0 789 131.0 917 146.0 756 116,1 047 130.3 760 103.4 947 117.7 752 91,9 947 108.7 738 52.7 917 102.2 727 08.9 947 95.1 713 59.1 947 94.0 711 513 947 94.0 711 Z V i m � 721n 133.9 049 1427 737 113.2 &9 121.6 722 07.0 849 1089 708 81.9 610 98.4 606 75.5 849 08.7 690 87.9 649 92.7 675 66.6 849 75.3 659 48.6 619 726 652 426 619 72.4 651 ? 4. 76 in 116.6 762 120.7 C65 96.3 762 102.fi 852 625 762 90.0 640 72.2 762 80.9 629 64.2 162 74.2 CW 57.8 762 69.2 813 46.1 762 62.0 602 41.3 162 59.9 697 36.1 702 69A 695 J C0 Z :E 78h 106.9 724 111A 1134 89.0 724k25.1274 76.3 724 82.0 609 66.0 724 74.4 699 59.4 724 68.1 691 53.4 724 63.4 $83 44.5 724 57,3 673 362 724 54.3 667 33.4 724 53.5 565 � j 90 h 89.6 1113 71.8 403 50.0 5p 49.7 613 629 468 43.5 513 47.1 450 388 613 420 452 34.8 513 39.5 446 29.0 643 34.9 438 74.0 545 72.1 430 21.7 643 30.7 426 ¢ N O Q Z 00 98 Li 57.3 470 50.9 427 47.8 476 40.0 478 43.2 412 35.8 470 30.5 406 31.0 478 34.6 400 287 478 320 395 23.9 478 28.1 356 20.5 470 25.6 389 17.9 478 24.2 378 to O 8 1081n 40.3 377 41.1 341 33.5 377 26.0 377 30.0 330 25.2 377 26.6 325 224 371 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 304 (n 17 1111. 37.1 357 37,6 323 30.9 357 20.5 357 27.6 313 23.2 357 24A 309 20.6 357 22.0 305 15.6 367 20.1 301 15.4 357 17A 281 U.1 X U Y 1201. 283 308 29.8 270 24.5 386 21.0 306 21.7 270 18.3 308 18.2 267 16.3 308 17.3 263 Q j 1441. 17.0 212 172 196 a c X z U) U) TABLE 6BANCHOR CAPACITY ADJUSTMENT FORMULA: a Anchor Cavacltv Table abs) ANCHOR Sobelmte: 2.7k Canape 3.5k Cmc. tbllp CMU FWW CMU PT wood Mete) (D P,)X( )=ANCHOR CAP.,,, 916'Ell 114'63 Eko 5118'Elco IIV SS Eico M10 Bred N1261ec1 012 Sled MULLION Anchor Clip Pafteme Amber Typo: 3116'Eko Ulwcon 11'r Eke Ulbecon III(- 918•Eko Waco 174•Eko Un- Apprecator ul11, Ago atW Sow(GS)Sa"(05) Scrft(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edae 13Lslame Vint 1' 2-112• 1• 2-10 3-va' I- 2444' 1' I 2-Ire 2• 3-ur 21 0.48• 0.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embcdraeal Wt 1.314' 1.314• 1.314• 1-314' 2• 1-114' 1.114• 1.114' 1-11P 1-114' 1.114' Y 17/6• 1y6• .60. ACTUAL PRESSURE REQUIREMENT FOR THE 2Awhon:04.76'Min.O.C.I Staaderdor Or4et CNp(Mg.152t 390 be 390111. 450 be 090 Ws 1644 W. 270 be 2801bs 354 We 140[be 3741be 684 Ins 9469rs 341 Rn 442lbs 569 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor¢0 2.25-Min.O.C.I StarNard(a OSset)Clip(Fig.3): 700 lbs 7DO 1b. 5601bs 14101ba 950.Ib9 NIA 560111. WA 630 th- NIA 8801bs wA 68216. U51be 1120 Iba CAPACITY(FROM THE TABLE)OF THE SELECTED 6Ambaro 01.15'MIn.O.C.l Standard(WOW)Clip(Fig.4t 968 Ws 1400 IN WA NIA WA RIA 760 lbs WA WA WA WA wA 1363 Ws 1770 lbs 2240 be MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 A.hm Y Min.O.C./(2)215 An le Clip-l(Fig.5t 780Iha 780 D6 680 nn 1560lb. 1698 Ws 610 fan 560lbs WA 160 Ws 748Ibs Sao In, 10921bs 682 lb. BBS Iba 112016. CAPACITY WHICH MAY BE USED TO QUALIFY B Ancigr. 36 Min.O.GI 245 Argb dips/ ,6k 1110 the 11701D. 10211 Ws 23401M 2814 Fa BID We BMW. wa 11401M 11221be 132063 2038 Ina 1022 Wa 132714- 1800111. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Archae 0 0.45'Mn.o.C.I IU-alp.Int.A25•AW.(Fig.7t WA WA WA WA WA WA WA WA WA NIA WA WA WA NIA 14301b. ANCHOR CAPACITY TABLE PRODUCT RF,VISED 2 Amr-02 25•MIn.O.C/F-Mp JF4 Bt 3501.. 350 Wa 298 We 705111. 470 ba WA 280lb. WA 3150x- WA 4401bc WA 711 tbs 4421bs 5W lbs as compl9in6 with Shia Flerlty 4 Amhoie 01.15'Mh O.C/F-alp Fo.9t 48010.. FISH. WA WA WA WA 380lbs NIA WA WA NIA WA BB2 0.s 885111. 1120 0.s 1.000- NOTE: Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANOARDCLIP. { �'-- AcceptancoNo��"'621S,p"j Bvpir�-- VwmTABLE NOTES: By09,FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 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�� : : 1/1 ire 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `N(,CN3C • • • • • • • • • • _��� •-it' 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" I,1 5E1/05 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. %'i! '• {�7 •C>J • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .N SfAI EV•� • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .-- .125' ���n1`.'•.,7'LORIU I`.:•N SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MWIMUM OF.125'THICK STEEL ,90/(1••••"• \ STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK �r77 1 ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410& tX4'x.125' ///I A.LYNN I�IL�ER,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18-8S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A Mullion Capacity Table IbsMe xa Y Opening Width(for veitcally-span dng mullons)or Opening Height(for hon7mlelVsparWng mullion) G C�! 60 in Sol. 701n Go in gO in 100 in 120 In 1401n 1601n g'' 1%4%.376 Rectangular 74eV11dang. Rectangular TrepTdmtg. Rectangular TrapRdang. Reclengdot TrapRdang. Rectangular Traprldang. Rectangular Traplydang, Rectangular TrapirdenB• Reelengder TrapRdeng. Rectangular TreprTdang. 4 Loading Loading Learing Lmdl g Loading Learing Leadng Loadhg Loading Laadhg •Leading Loadng Lowing Loe4tng Loedhg LoadnB Loading LaadOg SY ;c7y Alum.Tube &„T„ x r r a P .F F A £ r 2• F A a z a �' �' LL Mullion ' ' 8 � � � N sIs E 421n 170.0 620 1 170.0 435 170.0 744 170.0 478 170.0 BOB 170.0 606 170.0 992 170.0 618 170.0 1116 170.0 521 1740 1240 170.0 521 170.0 148a 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 135 48 in 170.0 7C5 170.0 624 170.0 850 170.0 581 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170,0 660 170.0 1983 170.0 860 151.0 2024 170.0 6BO _ ig 50.61511 170.0 747 170.0 663 170.0 666 170.0 631 170.0 1048 t70.O 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 170.0 7793 170.0 768 156.0 1919 170.0 756 138.5 1010 170.0 756 D: o' 541n 170,0 797 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1454 170,0 637 170.0 1594 170.0 656 159.9 1709 170.0 Bet 137.1 1799 170.0 661 120.0 1799 170.0 Bat m M I­ 80 801n 170.0 695 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1619 170.0 1033 129.6 ISO 170.0 1063 111.0 lett 170.0 tO63 07.2 1619 170.0 1063 631n 170,0 930 170.0 745 170,0 1110 170.0 B50 170.0 1302 170.0 9{0 170.0 1458 170.0 1015 1(18.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 165.5 1158 100.7 1542 187.9 1167 66.1 1542 167.9 1167 'J 661n 170.0 974 170.0 789 170.0 1t69 170.0 903 170.0 1384 170.0 1002 160.6 1472 170.0 IBM 142.0 1472 150,6 1146 126.5 1472 158.8 1130 IOTA 1472 147.0 1108 81.8 1172 148.0 1104 60.3 1472 110.0 1104 Z 721n 1740 1063 170.0 876 170.0 1275 170.0 1009 IWA 1320 168.2 1101 132.0 1320 149.6 1082 117.3 1320 137,8 1086 105.6 1320 1268 1019 86.0 1320 117.0 1024 75,4 1320 112.6 1013 66.0 1320 112.5 t012 LLJ U 6m� 781n 170.0 1122 170.0 937 149,6 1184 159.4 1013 125.2 1184 139.9 994 112.2 1154 125.7 978 99.7 1184 115.3 964 69.8 1184 107.5 952 74.8 1184 97.6 &75 61.1 1184 93.1 927 56.1 HB4 82.3 925 ? IL d M 78In 160.1 1124 170.0 867 138.4 1124 117.0 905 116.8 112{ 128.8 947 103.8 1121 116.8 931 92.3 112{ 105.8 910 63.0 1121 Be.6 908 89.2 1124 89,0 BOB 59.3 1124 54.3 881 51.8 1124 83.2 078 Q J 1 J 90 In- 108.1 844 111.6 760 90.1 844 94.3 738 77.2 9M B21 724 67.6 844 73.3 712 60.1 644 66.6 702 51.0 6M 81.4 097 15.0 815 84.2 675 38.6 644 60.0 688 33.6 014 47.7 662 ¢ Z N O 961n 99.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 65.7 742 58.6 631 49.6 742 54.1 622 M.5 742 40.8 614 Ji.t 742 43.0 600 31.5 742 39.5 690 27.8 742 37.5 584 to Li � O 1031n 62.5 586 63.9 530 62.1 588 53.5 521 14.7 566 48.6 515 39.1 568 41.4 505 34.0 686 37.1 '598 31.3 555 34.2 492 26.1 556 20.6 461 22.3 566 28.6 472 tB.S $ee 24.7 458 M e � 11111 67.5 555 66.8 003 48.0 655 49.5 495 41.2 655 42.9 407 J6.0 655 J8.0 100 32.0 655 752 47J 28.0 556 31.3 4117 24.0 653 27.1 457 20.6 555 21.3 MB 18.0 595 22.4 112 N 120 In 45.8 473 46.1 4J3 SB.O 175 J8.0 118 326 175 35.7 120 28.6 175 29.8 414 26.3 476 28.8 109 228 475 24.5 404 18.0 476 21.1 395 18.7 /76 187 387 14.3 475 17.2 381 U Q X 14411 26.1 330 26.7 305 22.0 730 221 J01 15.8 330 10.1 207 16.6 330 17.0 203 d- Z U)i TABLE7B ANCHOR CAPACII'YADJUSTMENT FORMULA: a m0 AnchorC act Table(b• m� 8ubslrsle: 23k Concrete 3.5NCona Nalawemu FdledcMu PT wood Metal (DF;y,)X(ANCHORCAP,,,,,,,, ANCHORCAP... � 8 � �-';-' j1bs952 16'Eka 1/4'SSEko5716'Elco 114.6S Elco 910Stael •12Steel912 Sled `MULLOAnctwrType: 3116'EkoUlbecon 1!4'Eko31IB'Eko Ullrecon 1/4'Eko U4ecmAnchor Cllp Pedeme IllOecanAppmOator Ullracan AOgreOator &new(G5)Screw(GS) Screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Mtm.e(hk 1• 2-1,7 1" 3-118' t• 2-ilr 1' 2-17r 2' 3.118' r 0.16' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment @tr 1-3p' 1,14' 1-34- r 1.14• 1.111• 1-114' 1-1l4' 1.114' 1.114' r ta/B' fare' larks ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75'Min.O.C.I Standard ar OBhet Cup(Fig.162r 39010. 390 BA 450 Ibs 16441. 270 Ica 280 tee 354 Na 7401bs 374IM 864 lbs 9461ee 3411bs 4421bs 560 N. OPENING,WHEN IT I5 LOWERTHAN THE MULLION 4 Anchors®225 Mh.O.C./Standard(vOe9e0 Cnp(Fig.3} 700@s 700 Ns 580 Ns 952 lbs WA 500lbs N/A 630Ibs WA 660lbsWA 682146 005106 1120104 CAPACITY(FROM THE TABLE)OF THE SELECTED BAnchm0 LWMin.O.C./SW,,dard("O5.e0 COp(F12.4)r980IOs 140010. WA WA WA 760 We WA WA WA WA WA 1763 Ica 1710 Ws 2240IM MULLION,ITWILL YIELD A MINIMUM ANCHOR 4 Anclara®3'Min.O.C.!(2)2c5Anpkdlps7(Fg.5Y. 780 q9 7601as 6001be 18961ea 540 N9 5601be NIA 76016s 7481bs 88016. 1892Its 662106 885lbs 11201be CAPACITY WHICH MAY BE USED TO QUALIFY eAnchors®3"Min.O.C.IR)2s5Argi0C9pa/(FI9.8); 1170106 1170lb. 1020 Ics 26x4Ica eta lbs 610Ibs WA 114OIbs t121rbs 13nrbs 26381be 1022 Ia3 132710. 70801be ADDITIONAL ANCHOR OPTIONS FROM THE 1 Anch-0 0.45'Mh O.G/U41ip,Mb.125'AUm.(Fq.7t WA WA wA WA WA WA WA WA wA WA WA WA NIA H101be ANCHOR CAPACITY7ABLE2 Anchors®22W Min.O.CJ F alp(FIO.Bi 350106 3501be 290 Bur 418106WA 2801M WA315 r. WA 4401bs WA 341 N. 4421b. 580 NsPRODUCT R[iVISED 4 Anchus Q 1.15•L1h D.C./Falp(FIO et' 480 Its 700Ic9 WA WA WA 300lba NIA NIA WA WA WA e62 I. 8S5 lb. 1120 Ibe as complying sv1B7 Btu Florida Sg Cade NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -�-+ 1.062' �-- � 1.000' �•�- Acmpt cceptertca Nt9 I(p-OZ1$.O� E picot nDale rL02� TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION M(am'Dedo►rodue4 • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t t 1 I I I I) • • • \,YNN/t i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ���(.�t,.......... . • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4 000' 4.000' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Nu 50705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: (1�.- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE -�•' (Tt=dry' U • • • • PRESSURE-TREATED 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' ,375" .375" •i�C- \•,: THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS (- � )rL \�.�' ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL E.XTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X.375' I 1'X 4'X.375' qLS'UN'MILL�F�,P.E. ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. 'T'-MULLION MULLION A. FL P.E.4 58705 TABLE 8A a + Mullion Capacity Table IbsNe q_R Opening Width(for verlically-sponNng mutions)a r Op EmIng Haight(far hOlIzOrdelty-SpanNng Mullions) C Q So In 601. 701n 601n 901n Joe In 1201n 140 in 160 in � p Rectangular 't4plTdang, Rectangular Traprill"g. Rectatgulan 7repr ma• R%torgder Tmp4Tdang. Rectangular Tmp/aiang, Rml..VAer Trop/Trl"' Reabnguler P.plTdang. RecI. w Trep7Tdang. Reetwgula TrwTllmg, 1.26"x Loading loa&ng Loaan9 Laean0 Loaaing Loading Loadn9 Loodiog Loading Laaang Loading Loading Loading Loading U.4n9 Loading loading Loadng 11 n 3.188"x oY .266"Alum �• .F €.. €,. .. Tube Mull ��. 2 a� a 8� •g s� � a8 dig a� It a N 8 c7a 8 d de 0 8a b de b S 3 9 d d b 9e 9 d9 8 �` 9� b� 5 e � a 6� sx � a� t �� � ° § tib T e@ b� rz� ¢ €� ti.e 11.9 �� p� 421n 170.0 920 170.0 435 170.0 744 170.0 478 170.0 688 170.0 508 170.0 992 170,0 519 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 146a 17aO 521 110.0 1735 170.0 521 151.8 1769 170.0 621 Q W 48 In 170.0 708 11C(I SN 170.0 650 170.0 564 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 671 170.0 1417 170.0 691 154.8 1348 1700 680 1327 1540 170.0 660 116,1 1548 170.9 seo 50.625 In 170.0 747 170.0 693 170.0 B95 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 107.0 1468 170.0 766 139.2 1406 170.0 738 119.3 1488 170.0 758 104.1 1488 170.0 758 n $ N 541. 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 764 17a0 1276 170.0 607 103.1 1376 170.0 837 148.8 1378 170.0 B5fi 122.1 1376 170.0 861 101.8 1]76 L70.0 661 91.7 1378 170.0 BBI m 0 0 601n 170.0 B85 170.0 701 170.0 1083 170.0 797 158.8 1158 170.0 878 139.0 1158 187,4 930 123.8 1168 156.0 919 111.2 1168 150.0 912 92.7 1153 144.0 005 79.4 1150 144.9 B05 69.5 115a 144.8 805 Fes-, LU 811n 170.0 030 170.0 745 160.1 1054 170.0 550 137.2 1051 155.9 662 120.1 1051 1420 Me 106.7 1051 132.3 037 98.1 1051 125.7 630 80.1 1051 119.5 022 66.6 1051 119.1 621 60.0 1051 118.1 821 d J F 661n 187.1 957 170.0 760 179.3 857 151.8 005 119.4 951 134.0 700 104.1 857 121.6 777 92.8 957 112.8 767 63.8 BST f06.6 769 68.8 957 100.0 760 59.7 BST 96.8 748 62.2 957 eB.B 746 Z J s m 72 In 1247 801 135,2 698 107.1 801 115.1 884 81.9 601 101.3 871 80A 601 B1A 860 71.5 1101 81.1 850 64.4 601 7fle 013 53.8 801 723 831 Ie.O 006 69.A 829 40.2 604 69.8 818 = �� 761n 109,4 722 $i4l 012 722 87.2 816 Ta.2 722 05.3 BOB 88A 722 76.7 596 60.8 722 70.3 666 54.7 722 65.5 660 45.6 722 59.6 570 39.1 722 56.7 685 34.2 722 56.2 564 J O 781n 101.2 685 64.4 665 89.6 588 72.3 665 78.5 577 63.3 Bas 70.5 66B 68.2 685 64.5 580 60.6 693 60.1 553 422 685 54.3 543 36.2 665 51A 537 31.6 685 50.7 530 Q (D yr ~ N Q 63 p 00 In GSA 715 54.8 615 57-5 419 47.1 315 50,1 M1 41.2 315 M.7 431 38.8 515 40.6 428 73.0 517 37.4 47! 27.5 515 33.1 413 27.3 515 30.5 407 20.8 516 ig.1 401 Q Xz96In 6{.3 433 45.3 463 47.1 397 38.6 453 41,0 391 33.0 453 36.4 355 30.2 453 33,0 379 27.2 453 30,4 374 22.6 453 26.6 368 19A 153 24.3 760 17.8 177 22D 358 1co3. 50g�1081n 38.1 358 31.0 358 32.8 318 21.2 356 28A 313 23.6 358 26.2 306 21.2 355 227 304 19.1 358 20.5 300 16.8 356 10.0 293 U)WIII In 75.1 330 20.3 339 311.1 301 25.1 338 26,1 207 22.0 338 23.2 293 19.5 Me 20.9 209 17.6 338 I9.1 285 x X12DIa 27.8 280 232 290 23.8 260 19.9 290 20.8 256 17,4 290 18.2 253 15.4 290 01 1fl4 249 N Q f44 In 18.1 101 16.3 186 d�`:V �$ TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: f2 g goo AnchorCo scl Table lbs �-m 0��-3 ANCHOR CAP.,",,,,,",` f: o Substrate 276 Wnt ge 356 Cox. Hdlwl GMU Flood CMU PT WOod Mdd (DR-)X( )=ANCHOR CAP... d1G Elca t4'SS Exo Nle EIo V4•SSEIco 910610d 912SIeE] 912 SWI \MULLION CAP. w,r, AnchorCllp Peltem9 �1iar Type She Elco Urt-w V4•ExoUnwon U6racon 3,16•Elco Lxlwm 1/4'Eto Unman AgJ,,3aw Unwot AggleGda s-(GB)Scom(G5) Screa(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Uslarce n r 2.702 14 2.117 3-1x6- 1• 2-112• I• 2-117 7 3-va 7 0.48- 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednrml n 13/4• 144• talo• 944• z 1-V4• 1.94• 1-tfe• 1-114- 1414• 1-114- 7 14a• /411• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arxhms@ 4,76'MID O.C.f Standard OMMC 1 3901bs 390103 450 bs No ba 1646 bs 2701ba 28D Its 3541bs 7401M 914 lbs 66414¢ 5103 11Ds 41296 560 Bx OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arches®7.15•Mh.O.O I SIavUrd(or peel)Cnp(Fla 27 400 IDs 700 bs NIA WA NIA NIA 380 ba NIA WA NIA WA WA 65215 bas 66 112016 CAPACITY(FROM THE TABLE)OF THE SELECTED 4An"" 3-MIn.O.C.1 215 AngleClIPs! D.31 780 ms 780 bs 600 bs 15ma 1896 bs 6401bs 668 bs NIA 1601bs 748 bs 6BOOa IB92 Ms ®2us am- 1127 Is MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 A040T o.45•MYt O.G.f UCI1p,In10.IW Alum Ia4 NIA WA NIA WA NIA NIA WA NIA WA IBA WA WA WA WA 1430 I♦6 CAPACITY WHICH MAY BE USED TO QUALIFY 9ArcmrIF-C6p(Hg 5) 195 Im t96Is tis wa 4451m 871 Ia 135 lbs too ran 77715¢ 37070¢ 1117Is ss lbs d731m 170 D3 221 bs 2110lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anct4m Q IMT Mln O.CJ FL9p g6 240 to 350 Ira NIA WA NIA NIA 10010¢ NIA WA NfA WA WA 94116¢ 4421an 560116 ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ds cnmplyin6 wilh the Flbridlr FIGURE I: FIGURE 2: Auwpi Code Lrp 16.03 TABLE NOTES: Vx! 621 Ilan Date d6ZI X1 • • • • ON LOADING.SEE SHEETS 2-4 FOR GENESRAL1)SEE SHEET I FOR INSTRUCTIONS ON ING INSTALLATION METHODS.THE TABLES AND SHEET 25 FOR INFORMATION Miiuni do Product Coo 1111111III 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, \\�� �(U N11114�1�i�/ FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' �'�t.•'�1C`NS� '•.F� 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. 265" Dia 571106 _ IN PAIRS. _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND p- f f FIGURE 4: FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL , •'.'� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ) Slh1 t O' •'11..' • • 6063-T5AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1.25 �(•"i.•'.•�CGR10H.•' 'X 3.188•X.285•MULLION CJ • .045 THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125"THICK AND A36,ALL 'i�,(`�. •••• Lo-1 H: ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.114'VF MULLION) •,l/>/01�1Ft LL1`1s 010 8 812 ANCHORS INTO WOOD MAYBE STEEL,1&B S.S.OR 410 S.S. A.LY N IMIII 1.P.E. FL P.F.4 58705 TABLE 9A wLhn Mullion Capacity Table((balfe) Opening Width(for vertica*spaming muelone)or Opening Helght(forhorizontafy-6parWnq mullions) a! Q 50 N 60 in 701n 80 in got. 1001n US N 14010 160 N Raclenpular TmpTdanB RlcNnputr Tr rst O 1.75X3.25 apJTdaN R9elenpukr TmpRifan9. Reefenp4ar Trep7idalg Reelengular TmpTdenp. Rectangular Trep7Tdeng Reetingulsr 11anTdarg. Raelanpukr 7rapRdano. Wanl;Llu TmprTd9ng. i %.160 Load.g Loadn9 Leedn9 LD4dNg Leadirq I. no LeaAng Losing Lddiv Lvadng Leading Loadng Leadnp Lead.g Loadlog LcedNp Losing Leidn9 0� U Alum.Tuba P g l$' �� .�' B �'„ '8pg' _ III 1 Mullion zN 42M 170.0 820 170.0 435 170.0 744 170.0 478 170.0 BBB 170.0 508 170.0 092 170.0 519 170.0 1118 170.0 521 151.3 1118 170.0 521 121.7 1118 170.0 521 10g.6 1118 170.0 521 85.6 1118 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 584 167.6 978 $70.0 630 146,7 978 170.0 681 130.4 978 170.0 877 117.3 978 170.0 680 97.8 978 170.0 We 81.0 978 170.0 600 73.3 978 170.0 680 ,Jj W 50.625 In 170,0 747 170.0 663 170.0 896 170.0 631 150.7 927 170.0 684 131.9 827 166.9 708 117.2 827 159.1 age 105.6 927 156.3 696 87.9 927 158.3 695 75.4 927 156.3 695 65.9 927 156.7 695 (Y S � 51N 170.0 797 170.0 812 151.5 889 170,0 BB1 172.6 068 153.9 883 113.8 BBB 141.8 869 103,0 869 131.0 660 92.7 869 128.8 651 77.7 868 126.6 852 BB.2 869 129.8 662 57.9 089 128.6 852 LU 0 00N 147] 746 153.8 631 118.4 748 1127 620 102.3 716 117.6 608 09.5 748 107.8 599 79.8 746 101.0 692 77.8 746 86,0 587 59.7 748 93.3 5&1 St.2 740 BJ.3 583 41.6 748 913 583 m O U) C S 631n 123.7 871 132.0 679 103.1 877 113.2 566 88.4 877 100.4 555 71.3 677 91A US 68.7 677 65.2 639 61.9 077 81.0 534 51.8 077 71.0 629 44.2 677 76.7 529 38.7 877 76.7 629 )- V J g 66 N 107.8 817 114.1 630 B&7 617 97.6 519 76.8 617 60.3 508 07.3 617 78.3 600 69.6 017 72.6 404 51.8 617 68.1 489 44.8 617 64.4 483 38.4 817 63.7 482 33.6 611 03.7 482 a 3 72N 62.9 Sig 57.1 450 69.1 518 742 440 59.2 518 85,2 412 St.a fife 56A 425 /B.1 518 64.2 419 41.4 618 50.1 414 345 516 46.8 106 29.6 516 45.0 406 25.8 516 45.9 405 Z U)i m e J ey Sergi 711, 103 465 73.7 406 113 485 82.6 398 50.3 185 54.0 790 44.1' 465 494 384 39.2 465 65.7 370 35.2 4655 42.2 374 29.4 485 38.3 367 25.2 461 36.5 364 22.D 465 38.2 363 � -'-1 � 1171 6 76 in 65.2 441 68.0 387 54.3 441 67.7 378 /6.8 441 50.0 372 40.8 UI 45.4 368 38.2 441 41.6 760 32.6 441 38.7 356 27.2 N1 34.9 349 237 411 33.1 348 20.6 441 327 345 j �a v �Z 901. 42.4 132 43.8 205 75.4 332 31.0 289 30.3 332 32.3 281 28.5 332 28.6 280 23.0 332 28.1 276 21.2 332 24.1 272 17.7 332 21.7 266 15.2 732 19.6 282 13.3 132 1&7 260 C3 Win 35.0 291 35.9 260 29.1 291 3D.3 256 25.0 29t' 26.4 252 21.9 291 23.5 249 19.1 291 21.3 244 17.5 291 19.6 241 14.8 201 17.1 236 12.5 281 15.6 232 z III In 21.0 230 25.1 706 20.6 230 21.1 205 17.5 230 18.1 201 16.4 210 16.2 188 Ia" X Z M p co 20 gr 1171n 22.8 M. 27.1 797 1&B 210 18.6 194 18.2 218 18.8 191 14.1 218 14.8 186 fn fV 120N 17.9 167 18.2 170 114.9 IBI 15,3 187 W M I] x N U) U 211"! Q it O O TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCapacity Table([be) ANCHOR CAP.,,,,,,,,, Subslmte: 2.7k CAncrel9 3.5k Cone. Ildlow CMU Filled CMU PT wood Metal (DI u,)X( )=ANCHOR CAP.,,, Amisr Type: WIG'El UOmcon IN'Eko UlOaan J34W y10'Eko UNecw 1I4•EI000nrewn 174.55 Ek0 5,16'Eko 14'33 Eha 010 Steel M12 Steel 812 Sled MULLION Anchor Clip Patterns AggmGoiOr In9rlcpn AppeOata serer(G5)Be-(G5) s<mw{G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edpo Oisfence 6nY r z•v2• r 2-vr 1' 2-u2• r 212' z• 3-118• Y o.4e• 0.51• oaz4' CAPACITY REQUIRED°CORRESPONDING TO AN Embedment(mY 1-14' 1+114' 1-v4• 1.314• 1.171• 1.114' 1-114• 1-1/47 1-174• 1-VV 2' lye• fare• wanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancheig@4.75-Min.O.C./Stadard a Offset CIO(Fig.1Y 390@9 390 lbs 4501ba 890 Lbs 70 See 28016. 354 Its 740lbs 374lbs 684 P. 946Its 3411be 442lbs 560 Ne OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anclbis®1.15•Met.O.C.I SteMard(a Oftel)aip(Flo.2Y 400108 TOD lba WA WA WA 380 kbe WA NIA WA WA WA 682 lbe 6651b9 1120" CAPACITY(FROM THE TABLE)OF THE SELECTED 4Aw0ors® Mi. 2z5Aglesips/(Fq,SY 76D Lbs 780 Ite 680 Ws 1560 Me 4011.. SBD Lbs WA 7601hs 748 fba BBO 1.s 1002 lbs 882 Do W511.5 tt201be MULLION.IT W ILL YIELD A MINIMLIM ANCHOR 3 Arch-.&SP iTRO.C.1t1471p,Imo.190'Alum.(Fig.4Y WA WA WA WA WA WA WA NIA WA WA NIA WA WA 9501beCAPACITY WHICH MAY BE USED TO QUALIFY 1 Atshor l F121p(Rp.5Y 195 lb. 195 W 225 lbs 4451be 351ba 1401be t7}Ibe 310lbs 18710e 332 ke 473 rot 170 ms z2f lbs leo lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancbas®1.15'MN.O.QlFL11p(Fq.B). 24011.9 350109 WA WA WA 190{1.s WA NIA WA WA WA 34111.. 442 to$ 560 me ANCHOR CAPACITY TABLE. :'RODUC'r REVI SBD Iu complying with the FI47ttda FIGURE I: FIGURE 2: -1.250 B1rlldu7g Cock .�11a O A<c<ptana 740 TABLE NOTES: Expilalip Date ��ZI . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION jNi Dada lnlduct Cebtre ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE \,Y �fz(�/�,/ ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250° •.a ,••-,1CF.IdSL''•., r� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 't�'• •'••is/: BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. is: NO.58705 IN PAIRS. - A -- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 100' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ')�••. y t L C IF • 6083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %J'�l�-,,•F•/7R101',.•',I'j`.; .045"THICK(1 B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION 1.25•X 3.25"X100" • U10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN MILL pI,P.E. FL P.E.#58705 TABLE 10A wn n 15 Mullion Capacity Table(Ibsife) Opening Wdth(forvedlca"peminDmlaions)or Opening Haight(for horizorte"penning mullions) 1gsg CcSo in 601n 70 in 60in 90m IOD in IN In 140'0 160 in g. R9clongular TraplTrllrg. Raclen9ular Trep/Tda1g. Radengular Treprrdang. Itiogla Treprrdg. Radargula, TrapRdang. Rocten1-' TrepTdeng. Recleigo1. Trop'Tri-ii. R4ctarlyd Treprrdmg. Rectangdar TrWtriong. 126624 Loading Loading Loading Loading Loading Laadin9 Loading Loading Loafing Lowing Loading LoOG'rg Loadrg LoednO loed:g loading Loadn9 Looding �,� x.624 Alum.Tube P v v .v L• se a,. .uF v uS .vE.. 0§• t,. .�' e.,s §•. aMullion R� It Z v v v o rn v m F- $� ¢`& �rc �2 8� �� �a s'� f8 �' 8a � 8a' a �� s€ �a iso �2 dK� Ea �L arc@ 8� s� 8i � �d 8a E� d`�z Z `� 42 in 170.0 620 170.0 435 170.0 744 MA 478 110.0 668 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1408 170.D 521 170.0 1735 1710 621 170.0 1983 17D0 521 � W 46 In 110.0 708 110.0 524 170.0 B50 170.0 594 170.0 992 170.0 630 170.0 1133 170.0 661 1700 1275 170.0 677 170.0 7417 170.0 680 1710 1700 170.0 690 169.7 1979 170.0 680 148.5 1979 170.0 680 _ 50.6251n 170.0 747 170.0 563 170.0 096 1100 631 170.0 1046 170.0 684 170.0 1105 170,0 723 1700 1346 1700 747 170.0 1494 170.0 766 170.0 1793 170.0 766 1523 1817 170.0 766 133.5 1077 170.0 766 U 64 In 170.0 797 170,0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.9 1434 170.0 837 170.0 ISS4 170.0 856 166A 1769 170.0 861 134.1 1769 170.0 061 117.3 1759 170.0 S61 W � m 501. 170.0 085 170.0 701 170-0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 934 161.1 1511 170.0 996 145.0 7511 170.0 1013 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 7511 170.0 1063 I=-• rn j 63 in 110.0 930 1700 745 17D.0 1116 170.0 050 170.0 1302 170.0 940 1566 1370 17D.0 1016 1392 1370 $70D 1076 125.3 1310 164.0 1082 INA 1370 155.9 1072 83.5 1370 1563 1010 78.3 1370 155.3 1070 tL u 661n 170.D 974 imil 789 110.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 1248 158.6 IOU 121.7 1248 MA 1000 108.3 INS 139.0 989 90.0 1248 130.4 978 71.5 1240 129.0 976 68.1 1249 129.0 975 Z j721n 167.8 1049 170.0 818 139.9 1049 150.2 892 119.9 1049 1321 875 704.9 1D49 119.1 NO 932 1049 109.7 048 83.9 1049 1027 838 59.9 1D49 91.3 625 69.9 ID19 91.2 820 52A 1019 91.1 829 I g 761. 142.7 941 149.1 022 118.9 941 12611 805 101.9 911 111.2 191 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 05.5 167 59.6 041 77.6 71, 51.0 941 74.0 737 1,.6 951 73.3 T36 701n 1]2.0 891 137.6 i8J 110.0 894 116.9 767 91.3 891 102.4 753 62.6 694 91.9 740 73.3 094 84.1 730 66.0 894 703 721 65.0 894 7D.7 707 47.1 094 67.0 701 41.3 695 66.1 69D Q i 90 in 65.9 671 08.7 696 71.6 671 74.9 585 6fA 671 85.3 575 57.7 671 50.2 666 47.7 671 529 556 43.0 671 48.0 551 35.8 671 43.1 639 30.7 671 39.7 531 26.9 671 37.9 526 !•-" V4 Q N O 961n 70.0 690 72.8 527 59.0 690 61./ 518 59.6 590 53A 509 1,.3 690 47.6 602 393 690 43.0 494 35.4 590 39.6 488 29.6 590 11.7 ITT 25.3 590 31.6 Ifi9 221 590 29.8 464 F X Z 00 o 108in 493 466 50.8 421 41A 466 42.8 414 36.5 466 37.1 408 31.1 466 32.9 402 27.6 466 22.7 396 24.9 4611 27.1 391 20.7 466 23.5 3ffi 17.6 466 212 376 15.6 466 19.6 370 r/7 LO� F�C> Ill In 45.9 441 46.7 400 382 341 39.3 393 32.7 441 31.1 387 28.6 441 30.2 382 25A 441 27.2 776 27.9 H1 24.9 372 19.1 441 21.5 363 16.4 441 193 356 14.3 441 17.6 351 W M 120 in 3fi.7 3711 36.9 344 30.2 370 31.0 339 25.9 379 28.0 334 22.7 378 23.7 7� 20.1 378 21.3 325 78.1 378 79.5 321 15.1 378 16.7 314 (L' X 1441n 21.0 262 212 242 17.6 262 17.8 239 15.0 262 15.3 236 Q N Q O O TABLE 108 n Z mO s�0 ANCHOR CAPACITY ADJUSTMENT FORMULA: ai Anchor Cepeelty Table(lbs) ANCHOR CAP.,„,,,,,, Su061n1e 2.70 C9MMB kNfA MaOoa CAIU FlnedCMU PT Wood Mdal (DP)X( )=ANCHOR CAP.,,, V4'SSEk.WS'ECO 114'55 EIro NIDSled #126teel #125teel MULLION CAP.,,e,,,,,, AnehorCllp Peltemt 1101 3'SE Etcotm,am vT Exounracon Y1E Elco UOf¢m v4'Elco 0areem rya unra4m Agg,G,tr Strew(C5) sera(GS) sera(cis) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dslaree On 1' 2-112' 1' 2-9r 1• 2-VT 1' 2-4r r 311E r 0.48' 0.54• o.a24' CAPACITY REQUIRED'CORRESPONDING TO AN Fmbednent n 1914' UN- 19/4' 7314' 1-114' 1-94' 1.114• 1-114' 1414' 1-Ile r Isle• iaya vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AIK"@,L7SMIm O.C./Startl9da OMel Cep(Ra 17 3W lbs NOIb0 450%9 890 Its 270IM 2110406 354109 740lbs 374709 661 1[0 91611, 54111, 442®s 560100 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arehasg01.15'MNs0.G 1SlsnWnl(or01eI)CgprgL21 480 Its 1000p NIA WA NIA 38084 NIA WA NIA WA WA 682349 985 Its 112087: CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMtmQ3'MM.O.C.IMZ(SAng*Clps/Plp31 780 lbs leo we 680 les 15M the 64011, &DIbS NIA 7601m 748 lbs 98011, 1092 Its 682 Us 895%5 1120 IM MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AnchoR®0.67'MO.O.0 MOP.Into.10PNurn.(Fla 4) NIA WA NIA WA N/A WA NIA WA NIA WA WA N/A WA 050 an CAPACITY WHICH MAY BE USED TO QUALIFY I Are rear/FCOp(Fla 51 1951M 196 as 22311, 445%6 82211, 135 W140 Its, 41311, 17011, 2 1T7 Its 3701M 187%s 332 Ra 21106 280 elf ADDITIONAL ANCHOR OPTIONS FROM THE 2 Archon®1ATMln O.CJ F•C0p p 20 DS 350 Ib, NIA WA NIA NIA 100n6 NIA WA NIA I', WA 3411M 442%6 F601ta ANCHOR CAPACITY TABLE. pRMUC1'REVISED us complying with 9w FtMi k FIGURE 1: FIGURE 2: Accam=u lra'bZl$,6"j TABLE NOTES: t29O' Ex imlion Date 2 ) • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mlam-Dela product Caatr /7711111/7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `' "( L fJ FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260" ��;..•'1,7GE14,34 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.5870'7 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �• /Q / U: FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL rI7- BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 4' � y7/.IF• 6083-T5 AND BEA MINIMUM OF.10D"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �(�,.''•.F(i)R70h••' • .045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 'i�" "' ••" ���`�` • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25"X 3.25'X.624' #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.7LYNINtv14LL�R,P.E. • �_o j fl FL P.E.#58705 TABLE I i A Mullion Capacity Table pbxll(') , Opening Width((orvedlcely-spanning mullions)orOpening Height(for horizoda9yspanNng mullions) Min 60 in 70 in 1 03 in I it 100 in 1201n 140 in 160(. ffi' 1.25x794 Reel mgWu TrapRlieng. R/4angular TraplTHn9_ Raclmgular Trap?neng. Roeingulw hap/rn g. Q. .1 Traplr1 9. R.,anpWr Traplrnan9. Recton9ukr TragRdeng. RerdangWer Tnprrdang. Raclangular Trap/Trimg. p Loading Loading Lowing Leading Loading Loading La wing Loading Loading Leering Loading Loading La adirg Loading Loading Loading Loafing Leading x.624 Alum.TUbe .E ob @ .La :�Mulit �p- R C4 0o u v u ri u9 v v u u' u m %.4 P % P s Pia 5 %o %' s �€ g s a _ %' i v %'e _' "€ i s 4 e€ U) t- �a is �a $� �d fa f� 1 �- I Ed Z 42 in 170.0 620 770.0 435 170.0 744 ITO0 470 170.0 068 170.0 506 170,0 992 170.0 519 170.0 JIM 170.0 621 170.0 1240 170.0 521 1700 1458 VOLD $21 170.0 1735 170.0 621 170.0 1993 170.0 521 O W 48 in 170.0 700 170.0 524 170.1) 850 170.D 551 170.0 992 170.0 630 170.0 JIM 170.0 661 170.0 1215 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1963 170.0 680 170.0 2267 170.0 680 J W N 60.6M n 170.0 717 170.0 567 170.0 89fi 170.0 631 170.0 1016 170.0 684 110.0 1195 1700 727 170.0 1315 170.0 747 170.0 1491 170.0 755 170.0 1193 170.0 756 170.0 2092 1700 756 170.0 2791 170.0 756 541, 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 17D.0 003 170X 1434 170.0 837 170.0 1594 1700 856 170.0 1913 170.0 661 170.0 2231 170.0 861 160.2 2403 170.0 061 W C� m 60 in 170.0 885 170.0 701 170.0 1067 170.0 797 170.0 7240 170.0 079 170,0 1117 170.0 9N 1700 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 1183 2163 170.0 1063 129.8 2163 110.0 1063 F='• U !D J 631. 170.0 930 170.0 T45 1700 1116 17o0 050 170.0 1302 170.0 940 170.0 1498 170.0 1016 170.0 1673 170.D ION 170.0 1859 110.0 1122 156.9 2060 1700 1169 174.ti 20fi0 1700 1111 117.7 2060 170.0 1171 � (iJ � 66 in 1100 974 11D.0 189 170.0 1169 1700 903 170.0 1364 170.0 1002 170.0 1550 110.0 1086 170.0 1753 170.0 1155 170.0 1948 1100 1210 143.0 1966 170.0 1275 1226 1966 170.0 1286 107.2 1960 170.0 1280 7 U) m 72 to 170.0 1063 170.0 878 110.0 1276 170.0 1009 170.0 1408 170.0 1126 170.0 17DO 170.0 1228 154.1 1734 170.0 MIS 138.7 1734 169.8 1306 115.6 1734 155.9 1364 99.1 1734 160.0 1352 86.7 1731 150.2 1752 � J'L 0 761n 170.0 1122 170.0 937 170.0 1346 17OA 1050 166.5 15% Vol) 1209 141.4 1656 166.2 1285 131.1 1556 1515 1266 117.9 IS% 141.3 1251 98.3 1556 128.3 1229 84.2 1556 122.3 1219 73.7 1556 121.2 1216 78 in 170.0 1151 170.0 967 Iloll 1381 170.0 1116 155.9 1477 169.3 1245 13fiA 1477 152.0 1724 1212 1177 139.1 1206 109.1 1177 129.5 1791 96.9 11n 116.9 1169 71.9 1177 110.8 1158 68.2 14T7 109.3 1164 E z N r 90 In 162.0 1110 116.6 986 1181 1110 127.9 968 101.5 1110 107.9 951 08.11 1110 96.7 936 78.9 1110 07.6 922 11.0 1110 00.1 910 59.2 7110 71.3 091 50.7 1110 656 070 NA 1110 62.7 870 Q N O 96 in IN.O 975 1203 072 97.5 975 101.5 855 83A 915 08.3 642 73.2 975 70.6 029 65.0 976 71.2 017 58.5 975 65A 807 48.8 976 67.1 709 11.8 975 527 776 36.6 976 59.3 767 F X id m 0 100 in 822 771 64.0 696 60.5 771 70.7 605 583 171 61.3 674 SIA 771 64.3 664 55.7 771 43.0 665 41.1 771 N.9 647 34.3 771 33.9 sm 29.4 771 35.0 621 25.7 771 32A 612 In �� ��fir• 111 ie 15.1 770 77.7 661 fi01 730 65.0 650 61.1 Tag 5fi.3 610 47.3 730 49.9 635 42,1 730 45.0 622 77.9 730 41.1 611 31.5 770 35.6 600 27.0 730 31.9 559 23.7 770 29.5 Sgt � ,vj W 1207. 69.9 624 61.0 569 49.9 6N 512 SW 12.6 624 {/.7 552 31.5 621 39.2 544 33.3 624 35.3 637 30.0 624 322 571 25.0 624 21.7 519 21.{ 624 24.fi 509 10.7 624 22.5 501 X N � LO 1N in 36.7 p3 75.1 400 209 433 29A 395 21.0 433 25A 390 21.7 433 72.6 385 19.3 433 20.0 3111 17.7 673 191 37fi Q O O Q..� Z (1) (1) TABLE 11B0 CAPACITY ADJUSTMENT FORMULA: li � AnchorCapaclty Table(lbs) ANCHOR CAP.,_,_) c 8 su9atrate 2.7x ODM lde a6k cmc Hm cmu namcMu FT wood Mdal (DP,)X( =ANCHOR CAP... 916•Ello 1/4'S3 Eko 916•Eko 114'ss E1w w10 filed x12 sled N12 steel MULLION CAP.,,a,,,a, Anchor COp Pattema Ancnarype 3147 Elco uaracm 14'EkOUArazw ul�con 3'147 Bc0 U11racon v4•E7co Ullacon Apgecda uxlacm aggnRsda screw(C95)Scresw(GS) Scim(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR EcIX Olslame ony 1' 2-112 1' 2.717 3-1/3' 1' 2-1/2• 1' 2417 7 34/8• 2 1.10• 0.54' 0.3247 CAPACITY REQUIRED'CORRESPONDING TO AN EmOMnad n VVP 1a74• lard144• 2- 1-14• t-14• 1-v4• 1414• 14/4' 1-14• 7 17'8• tare +a4es ACTUAL PRESSURE REQUIREMENT FOR THE 2AIK1Me 4.79MILLO.C.RS18rd a0lie1C of 3911)5 390 Ds 4501os NO tell 1644 Me 270 m3 2B1 k4 3%1b3 74010o 374 Los 664 ms 946 MS 341ns 442 to %o rte OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors a 1.15•MUL O.C.I S1&XW(a QW)COp(6192y 480 Ds 10D to NIA WA N/A N/A 380105 NIA WA NRA WA WA 6B2 an am im 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcroR 9'Mn. 216 prole / 113$ 780 IDs 780106 680 too 1580 Iba 1096 Me 540 lbs 660 Da N/A ISo1oe 74a DS 880 Ns 169210e 6B2los Mae 1181 Dfi MULLION.IT WILL YIELD A MINIMUM ANCHOR darcrors 0.64•Mln.O.0 R UCO,In10.10P Num d1 NIA WA NIA WA NIA NIA WA NIA WA NIA WA WA Nlq WA I267 ms CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anetlorl FCM g5Y 14151Ds 196 Ra 225104 41510a 0221tr: 135Ds 1400 17t Ds 370100 187 Ds 9921ns 473 IM I71Ds 22110s 260 ins ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancrors iAf?WaO,CJF-0tl p 240 Ds 55010s NIA WA NIA NIA IgD!DO NIA WA WA WA WA 341109 642 Ds 660109 ANCHOR CAPACITY TABLE. PRODUCT REVISBD aI complying wish the Fkxf& a250-- Building Code _ FIGURE I: FIGURE 2: Ace,r',u'w No TABLE NOTES. Expire'on Dote �V 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 1)°d°Pwducl •,111111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3.94' � 1Gi°NSF <<%n 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE �- CL P MUST SHEETS 21GLE -23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Dln.56705 - IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND G- C� r 1;' FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -''J O t� (i) BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �} fArr.01. 6063-TS AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 4• � ,,/GON1gl`,••'('�:`` .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL .'i2 '••••••"L.. + ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL .. ``�\ #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94•X.624' A.LYNN;MILLER,P.E. MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Table Ib61Itz a � Opening Width(for vertically-spanning millions)or Opening Height(for horizomelly-spanning mUllons) 601n 60 In 701. 80 in 90 in 100 N 120 In 1401. 1601. Rectangular Trap7dalg. Rectangular Tmpnxang Raclanguler Trap M.V. Rectangular Tmpridang. Reclangular Trapllil RedarWilar TmpTdang. Rectangular VLOadirV. Redan9dar Treprfdeng Rectangda -IlWnlong f 2X4%.26 Loadrre twang Lamina Loading Laadng Loadng Lnadng Loading Loading Loafing Loadng Lmdng LoadMg lowing l.oadag l,oadng Loading luadng d Alum.Tuba Mullion a`� a b5 hE 6¢ 6� �� b• 6¢- g` fi@' 8 �. fi� e fi fi e 5 e ��' m 21 tu 42 in 170.0 620 170.01 435 170.0 744 170.0 478 170.0 688 170.0 606 170.0 992 170.0 519 170.01 1116 170,0 521 170.0 1240 170.0 521 170.0 1486 170.0 -5291 170.0 1735 170.0 521 170.0 1983 170.0 521 O 481n 170,0 700 170.0 524 170.0 030 170.0 354 170.0 992 170.0 630 1 170.0 1133 170.0 661 170,0 1216 170.0 611 170.0 1417 170.0 680 170.0 Woo 170.0 690 17ol) 1983 170.0 880 170.0 2267 170.0 880 J W 60.625 In 170.0 747 1760 583 170.0 698 110.0 631 110.0 1046 170.0 684 170.0 1183 170.0 723 170.0 1345 170.0 747 17x0 1491 170.0 758 170.0 1783 170.0 758. 170.0 2092 170.0 766 170.0 2391 Woo 756 � N 641. 170.0 797 170.0 812 tro.D 956 170.0 881 170.0 1118 170.0 754 179.0 1276 170.0 eo] 110.0 1431 170.0 0]7 170.0 1694 170.0 858 170.0 1915 170.0 981 170.0 2231 170.0 861 170.0 2530 170.0 681ILLI 0 10 In 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 014 170.0 1584 170,0 BBG 170.0 1771 170.0 1053 170.0 2125 170.0 1063 170.0 2470 110.0 1063 160.0 26M 170,0 1063 631. 170.0 930 170.0 745 170.0 1116 iTD.0 650 170.0 1302 170,0 940 170.0 14aS Woo 1015 170.0 1673 170.0 1076 170.0 1858 170.0 1122 170.0 2231 170.0 1169 166.7 2555 170.0 1171 145.8 2567 170.0 1171 � J BO In 170.0 074 170.0 789 170,0 1188 170.0 003 170.0 1364 1700 1002 170.0 IWO 170.0 1088 170.0 1753 170.0 1165 170.0 ISO 170.0 1210 170.9 2338 170,0 1275 161,9 2437 Woo 1286 1328 2437 170.0 1298 m 721. 170.0 1063 170.0 678 170.0 1275 170.0 1008 170.0 148a 170.0 1128 170.0 1700 170.0 1228 170.0[91.3 IND 1316 170.0 2125 170.0 1387 145.6 2181 170.0 1486 124.5 2184 170.0 1529 1092 2184 170.0 1530 � �m 3 78In 170.0 7122 170.0 057 170.0 1348 170.0 1080 170.0 1670 170.0 1209 170.0 1784 170.0 1524 195.1 170.0 1421 148.8, 1880 170.0 1505 123.0 1890 161.8 1648 108.1 1980 161.0 1535 92.9 1080 162.7 1551 Waa Z 7816 170.0 1161 170.0 867 170.0 7381 170,0 1118 170.0 1811 170.0 1250 170,0 1842 170.0 1389 132.7 170.0 1474 137.4 1081 161.1 1600 114.6 1681 147.3 1473 08.2 1861 138.8 1138 95.9 1881 137.6 1454 Q N 8 r. 90 In 170.0 1328 170.0 11M 749.1 1398 158.0 1219 127.8 1398 130.0 1188 111.0 1398 121.3 1178 99.4 110.2 1162 69.5 1398 101.6 1147 74.6 1785 99.6 1122 63.9 1398 02.7 1105 65.9 1398 70.8 1098901n 147.4 1229 151.5 1098 122.9 1220 127.6 1079 106.3 1229 1112 Will 92. 1719 96.9 1044 01.9 89,6 1028 73.7 1228 82.4 1010 WA 1229 72.2 093 52,7 1228 65.9 077 481 1228 62.1 807 Z �1081. 103.6 971 105.8 877 56.3 BT1 00,0 682 74.0 971 712 049 04.7 871 68.4 037 67.6 61,0 526 61.8 071 60.6 815 43,1 971 19.0 706 37.0 071 44.0 702 32.4 971 40.8 771N01111. 93.497.3 972 79.5 919 81.0 619 66.1 019 70.9 806 59. 819 62.9 784 53,0 60.7 794 17.7 919 61.5 774 393 919 44.6 7511 34.1 919 40,2 742 29.8 919 37.1 732 W X1201. 75.6 me 716 62.0 7110 64.6 705 53.9 7118 55.8 895 47.2 786 40.4 606 41.9 44.1 677 37.7 768 40.6 086 31.5 766 34A 653 27.0 755 3Lo 641 23.6 788 20.4P-q- �7-1441. 437 44.2 60431.2 546 31.9 491 27.3 640 26.2 485 24.3 28.3T470 21.0 MS 22.9 474 1112 540 19.6 464 15.6 546 17.2 455 13.7 548 13.5 x U N ¢ O O BILE 12BANCHOR CAPACITY ADJUSTMENT FORMULA: ,L Z y N m AnchorCe a T•Meilbs ANCHOR CAP.,,,,•,•„ �2� m � sutalmle 27kO3rc19e SSkccm- Nc"cmu FmmcMu P7 Wood Metal (OP..)X� )=ANCHOR CAP.,,, � 5"S'Elco 114•SS Elco s1r Fko v4•SS Elco 610 5104 872 Sled IN2 Steel MULLION CAP.,,a„•„ AnchorCllp Patterns Anclwr Type, am Elco U9r4cal tf4•EkoUllmcbn UOmeon vfr FJco Unr4con v4•Ekouamcan PggreGalm Uaracao AgyeGaa S"m(G5)Scr-(G5) Scraw(G5) USETHIS FORMULA TO OBTAIN THE'ANCHOR Ed99 Ustarce n 1• 2.1)2• 1• 2-117 3-1lr i• f 1' 2-1/2 2 3116' 21 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmbemlmlOn 1314• 13'4' 1314• 134' r 1-v1' 1.114• 1-1/4• 1-1/4' 1-114' 7 13m' tar vale5 ACTUAL PRESSURE REQUIREMENT FOR THE -TA-M" 4.791 MIA O.C.I Standard or06e1 C 18 390103 390 Ota 450 n9 690109 16M ID3 Z70 bs 354 bs 740105 314 las wile 946 as 3411bs 44Z IW 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Andras 2.68•Min O.C./Standar waWI 9' 740103 740lbs 6301bs 1465109 1424 bs NIA N/A 0951D5 NfA SW lbs WA 6B2lbs BBS Iia 1126103 CAPACITY(FROM THE TABLE)OF THE SELECTED 6ArchOm ,.71-MinO.0.ISI mrdoro16e1C � 635 IDS 0501 7588. 1946 It*__NIA N/A NIA 799 Its NIA WA WA 1022 Its 132r its 1swws MULLION.IT WILL YIELDAMINIMUMANCHOR 4 Am hog 3•MIn.O.C.I 200 r 700 m3 7 600 Ds 156099 teas lbs oms WA 760I1s 746m 880IDs 1692 g• 652 ms ears as 1120 as CAPACITY WHICH MAY BE USED TO QUALIFY BArcho6 3'MIn.O.Q/ 215 IaC / 1170tot .117009 IMOms 23401ba 2W b3 a s WA 1140 Its 1122bS 13M bs 2038Its 10221Ds 1327108 1680104 ADDITIONAL ANCHOR OPTIONS FROM THE 3Amhoa 1.341 Mm.O.C.I UC Into.127 Alum NIA WA WA WA NIA NIANIA WA NIA WA WA NIA WA 073 ANCHOR CAPACITY TABLE. 6Arc.o13 0.64'Mh.O.C.rUCI Into.l2P Alum, 8 N/A WA NIA WA NIA N!AN!A WA NIA WA WA N/A WA 21 IDB FRODUCTREVISED 2 Amhara 2691 Min.0,01 FC 370 bs 370 Its 315 IN 743 Its 712 ma WA NIA 348103 NIA 440 b9 WA Man 442Ibs 560 b6 m complying with"Flbrit 3Archant 1,71'Mm.O.Cf F-0 Fl9.10 443 Ws 525 ma 3791bs 473 IDs NIA NIA 3 NIA I 3N Its NIA WA WA 511 D3 WA b5 B40 as Buildu4g Coda ,6ro2t$O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expi ncc too 3 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Pxplmti 919 Date FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: - By 1 • • • • • • • TABLE NOTES: 2.000' Miam ry,1de�r0duct 1j1111111//!/ • • 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. \`,`\n�.\IL,Er)„r•�<<<cp�i� FIGURE 5: FIGURE 8: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • • 4.000• -`'17; 170.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN .2,W _ • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE :•�• • • LOCATIONS. (�( f�7 Al Ii OF •�/✓ FIGURE7: FIGURES: FIGURES: FIGURE10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW CONCRETE BLOCK UNIT '(�''�'•.FLORIOF;•''.(j`�� •• .FIGURES588 (CMU)SHALLCONFORMTO 3-ASTMBEO.WOODSHALLBE 12"THICK.STEELSTUDYELLOWSOUTHERNPINEWITHANSG OF"T0.55. �,r.s•t�'••••-•' r0�� .. LE • MUST BE USED ALUMINUM SHALL BE6083-T5AND BEA MINIMUM OF.725'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 2X 4'X.25'MULLION ��, /1/(J)����.-G�\ )N PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW / I 4•• • THREADS BEYOND THE MATERIAL,#10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A. FL aN.#587,P.E. FL P.E.#68705 TABLE 13A Mullton Capacity Table Iballe ®C Opening YYldth(t0r313r8r4aly-spennllg m110ore)or Opening Haight(forhOrizOrtey-sperr4rlg mullions) 501. 601n71 701n 60 91 90 In 1001n 1201n 1401. lea In >cK Rectangular Tr guler Tr.prld.ng. Rectenpuler T,WTdene. Raclangulm TrapRAeng. R.clan9utla TT Tdeng. R.cla IYT n0 Tmpridarg. R.clengul,r Trsy7Tdnng. Rectangular TmpRdmlg. �9 O gu eplTderg. ReNen riguer 7te de Reclenprtm 2x8 x,26 Landing Loading Loadna Loacing Loading Loafing Lowing Loading Lo.ding Lowing Loading Loading Loading Lo.dag Lowing Lancing Loading. Leading i Alum.Tub• pa a vF.. �s ,. s F a Mu 17 b d c7 S 8 d 3 d t4 8 9 S u 3 A 4�i 9 d r 3� c9 d 3� N LL is 19 J al 421n 170.01 170.0 435 170.0 744 170.0 478 170.0 808 170.0 608 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1210 1 170.01 521 170.D 1408 1 170.01 621 170.0 1735 170.0 621 170.0 1983 170.0 621 1 70.0 677 7 0 l 17 70.0 170.0 1700 170.0 680 70.0 1883 70.0 880 170.0 2287 170.0 080 J W 181. 170.0 708 170.0 524 170.0 850 170.0 504 170.0 982 170.0 070 170.0 1133 170,0 BB1 170.0 275 1 1 0. 4 1 860 1 1 a V) 50.0251. 170.0 747 170.0 683 170.0 BMW 170.0 031 170.0 1048 170.0 664 170.0 1185 170.0 723 170.0 1315 170.0 7U 170.0 1484 170.0 750 1740 1783 170.0 758 170.0 2082 170.0 758 170.0 2391 170.0 758 2 a�-�, fn 541n 170.0 707 17D.0 612 170.0 950 170.0 6111 170.0 1110 170.0 754 170.0 1275 170.0 803 170.0[1194 170.0 837 170.0 1594 170.0 858 170.0 UH3 170.0 801 170.0 2231 170.0 661 170.0 2550 170.0 881 LU a 60 In 170.0 6B5 170,0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 170.0 908 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2470 170.0 1063 170,0 2833 170.0 1003 U) 631n 170.0 030 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 010 170.0 1458 170.0 1015 170.0 170.0 1076 170.0 1850 170.0 1122 170.0 2231 170.0 1169 170-0 2603 170.0 1171 170.0 2875 170,0 1171 j ,y 661n 170.0 974 170.0 769 1TD.0 1189 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1086 170.0 170.0 1155 170.0 1846 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1268 170.0 3117 170.0 12M Z N m b®r 72 In 170.0 1063 170.0 876 170.0 1275 170.0 1008 170.0 1408 170.0 1128 170.0 1700 170.0 1220 170.0 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1188 170.0 2975 170.0 16M 170.0 3400 170.0 1530 (•,) n� TB h 170.0 1318 170.0 1080 170.0 1570 170.0 1209 170.0 1781 170.0 1322 170.0 170.0 1421 170.0 274] 170.0 1506 170.0 2892 170.0 1828 170.0 3140 170.0 1894 170.0 3569 110.0 1705 J Q Z B TB In 170.0 1JBf 170.0 1118 170.0 1811 170,0 1250 170.0 1612 170.0 1309 170.0 1174 170.0 2302 170.0 1584 170.0 2781 170.0 1700 170.0 3223 170.0 1777 170.0 3863 170.0 5788 ~ j 901. 170.0 13281170.0211441594 170.0 iJ20 170.0 1858 170.0 1488 170.0 2126 170.0 1853 170.0 1793 170.0 2858 170.0 1818 170.0 3180 170.0 2125 158.0 3113 170.0 2273 138.5 3113 170.0 2381 Z981. 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2287 170.0 1794 170.0 1952 170.0 2833 170.0 2085 169.0 3199 170,0 2330 137.1 3188 188.6 2d70 120.0 31 gB 166.1 2428 Nz 00 1081n 170.01913 170.0 1647 170.0 at 170.0 1870 170.0 2550 170.0 2078 104,8 0 2271 148.3 2781 161.9 23D3 123.6 2781 140.! 2281 105.9 2781 126.9 2234 82.7 7781 116.0 2180 N N 1111. 170,01888 170.0 1700 170.0 22BJ 170.0 1932 170.0 2821 170.0 2148 151.8 3 2245 136.8 2032 148,1 2216 113.8 2832 128.4 2188 87,8 2632 115.1 2126 83.4 2032 108,3 2080 X 120 In 170.02125 170.0 1859 154A 2252 159.8 1991 135.1 2252 141.4 1881 120.1 1938 100.1 2252 118.1 1815 00,1 2252 99.6 1872 77.2 2252 88.0 1830 67.8 2252 81.4 1806 rn 1nX 1441. 125.11584 106.1 1425 88.1 1581 91.6 1107 70.2 1661 80.7 1390 88.5 1373 82.8 1584 65.7 1358 521 1564 58.0 1730 41.7 1564 492 1305 30.1 1581 14.4 12&1 Q__N z O 0 a o U, (v 0i ARI F 13R ANCHOR CAPACITY ADJUSTMENT FORMULA: �0 ``n� Anchor Ce act Table Ibe ANCHOR CAP.,,,,,,,,a y ��� eublimlo: 2.702 Concrete 3.53,Conn. Holo.CMU Filed CMU PT Wood Metal (DP„)X( )=ANCHOFJ CAP.,,, 5fIV Elea 114.85 Elea 5110'Elea 114.83 Eiao 010 Sleet 912 Steel 912 Steel MULLION CAP.,,,,,,,,a, Anchor Clip Patterns �"�' 3116•Elea Ulirxon tq•Eko Ulvacan Ulvam 116•Eko I9vecon 114•Eka UlUecon AlNreOet« ullmcon ApgraOel« screw LC5)sera.(O5) Sue.(D6) USE THIS FORMULA TO OBTAIN THE"ANCHOR E Wlance In: r atrr, 1• 2.117 3.118- 1• 2-1417 V 2.112' 2- 3.110• 2- CAW 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment[in): 1-314• 1.14* 1-14• 1-314• 2- 1-114' l414- 1-114' 1-114' 1.114• I4L4 2' f_Wr 1J78' Indies ACTUAL PRESSURE REQUIREMENT FOR THE 2AMherr 4.75•MIn.O.C./Slandamcr0ftd CB011.162. 390 Ms 390 Its 450 ks 8901bs IM41bs 270 The 20016s 354 lbs 74096 374 lbs 684 lb. 9481bs 341@. 442101 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom 4.68'Min.D.C./Slendard«ORSe1 Ci (19M.3: 760 lbs 7808. 900 m. 1780 lbs 32321bs 540 W1- 560[be 708 lb. 1480 IN 748lba 1272 the 1892116 602 lb. 8851es 1120 R. CAPACITY(FROM THE TABLE)OF THE SELECTED BAnatlors 1.71'MM.O.C.7 Si.nd«dorOee CII F .4 11801bc 14001es 1010Iba 2595 lbs WA WA 940163 WA 10051bs WA WA WA 1363R. 1770 Iter 2240116 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arw" 3•MIN D.C.1 US la Cfi r .5. 760 lbs 7608, 680lba 1560 led 11898 The 540166 560 lbs WA 76Dms 74811s 880 lb, 1892 N 082lbe 8851b3 1120 Has CAPACITY WHICH MAY BE USED TO QUALIFY 8Anchwe 3•Mia O.C./ 2,5A Caps1(F4.0): 1560les 1560 lbs 1380116 31201bs 379216, 10901m Mattes WA 15201bs 149686 1760[be 3784[be 130386 177011. 2240lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Arnhars 1.V Mi.D.C.122.5 8 / 7: 1660 N4 2100lbe 1440 lbs 3780166 WA WA 1320•a WA 150010a WA WA WA 20451m 265410. 338010, ANCHOR CAPACITY TABLE. PRGOUCrREVISED 4 Anchors 1.34'MIrr.O.C.I U4a Into.125'Alum. .B: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 IDS as complying wllh 010 Florkh 8 Amhara 0.64'169r.D.C./U1Ci Bto.125'Alum.(Fig.91: WA WA WA WA WA WA WA WA WA WA WA WA WA RIA 2061 Bs F�2.000"-�--1 Buildblg Cad' ICO-021/ 2Anchw 4.6WFAn.0.CJF F.10' 390 Bs 390 lb, 4508. 090@. 1B101bs 2701=6 280Iba 3541bs 74011. 374 The 638115 94063 341116 4421bs 560lbs - Acceptance No l�r i8•� 4 Ancllom 1.77'MN.O.CJ FCII .11' 590Iba 7001bs 50589 120811. WA WA 470lb. WA 5331bs WA WA WA 882®s 8851be 1120163 2�, R heli Date �1Q4f,1 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: BY FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURES:FIGUREM FIGUREII: Mien aTroducl' • • • • • • • • • 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. \x\10`�,. G :1 • 2)LINEAR INTERPOLATION BETWEEN MULL LFJJGTHSAND/OR OPENING WIDTHS ISALLOWABLE. ",•'1;C':hfSS•'••F�P • • •• • 6.000' °< ti 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS - - I.Ir;.[iff70[� • • • • • . .. • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON r FIGURES: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - //r ee )b Lti' ANGLE ;:'O '."s•�U 1 /.r;� • • • • N -F CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •' ��AT<.01,(FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �� %'COF iMus?BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125" `USEDIN THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO ,Ir)l()��!'•,�.111 PAIRS. BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 8"X.25' A.LYNtJ'NIILL�R,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEM,18-8 S.S.OR 410 S.S. MULLION FL P.E.#68705 TABLE 14A ® k Mullion CapacU Table Ibsife) ��Fc Opening Width(forterticallyspanring mullions)or Opening Height(for horizontally-spaMng mllilcn9) C E+ Q 501n 60 In 701n 00 In 00 In 1001n 1201n 1401. 160 N O Rectangulor TrepTdorg. Reotarladar Trsprrdarg. Reclargular Tmp1dang. Rod .1. Traprdarg. R.Wplar Trap/Trlarg. Rec.npi., Tra{YTdarg. Rectangular TrapTd3rg. Reelangufar TrapTrlarg. Raolangular TraprTdonp. 1.28"x 211" Loading Loading Loading Loading lnadog LaadinO Load ng Loading Loadlrg Loading Loading Loading Loading Loading LoadYg Loading Leadf.g Loading x.126"Alum a _ 1:_ _ _ _ g _ $ 6 _ _ g _ W Tube Mull d � ` � g (S � is� d �" 0 g �� D d g �$ all � � t9 �� d g N ll CFO- 421. 144.21 626 167.01 418 1211.2 528 198.8 419 103.0 528 138.8414 gal 526 134.6 411 80.1 526 1134.1 411 721 1 528 134.1 411 60.1 628 134.1 411 51.6 526 134.1 411 145.1 526 134.1 411 W IM We 403 1080 333 60.5 4M 94.7 325 69.0 403 68.4 320 60.4 403 BL4 317 637 403 79.1 316 48.3 403 76.6 314 40.3 403 78.6 314 34.6 403 78.6 314 30.2 403 78.6 314 J � � S 623 382 91.0 301 66.6 382 783 294 58.8 382 71.9 289 51.5 362 67.2 286 457 362 64.8 284 41.2 362 636 283 34.3 362 635 283 29.4 362 63.5 283 267 362 83.5 283 e o 67.8 318 74.1 267 686 318 64.2 261 48.5 318 57.7 266 424 318 53.5 253 37.7 318 60.8 250 339 318 49.5 249 283 318 49.1 248 24.2 316 49.1 248 21.2 316 49.1 248 LU p m 49.5 258 63.1 210 41.2 258 45.7 214 35.3 258 40.7 210 $0.9 258 37,2 207 27.5 258 34.9 204 24.7 260 33.4 203 20,6 258 32.2 201 17.7 258 322 201 15.5 258 322 201 F='- U cp 42.7 234 45.6 108 35.8 234 39.1 195 30.5 254 34.7 192 28.7 234 31.0189237 234 290 188 21.4 231 28.0 184 17.6 231 28.8 151 15,3 234 265 163 13.4 239 28.5 163LU37.2 213 39.4 1113 31.0 213 33.7 179 265 213 79.6 176 232 213 27.0 173 2e8 213 25.1 170 18.6 213 237 169 15.5 213 272 167 13.3 213 220 1W 11.6 213 71.0 186 ZU)26.8 179 301 155 239 179 258 152 .4 179 226 148 17.9 7203 14T 129.3 181 75.4 140 20.3 181 21.6 137 17.4 161 725 152 M.6 133 186 152 19,9 131 16.1 762 17.b 128 Q Ln ~ r Q N O E B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ce aely Table Obs) F- X Z � o ANCHORCAP.,�,,,,, aor- SrLslraie 2.7kConcret0 3.SNCCTc. LbIIOWCMU FIOedCMU RiWooO metal (DP,,,)X( )=ANCHOR CAP.,,, Nth'ENO 114'SS Eto NIS'EIefflif 12 SI.I N12 Sleet MULLION CAP.,„,,.,,,, V5 Anther Type W116-Elcotll0acm VP Elco Uaram a(16'Exo Ueraeon IWExo Ullydcon N AnehorClip PetMms ulrecm Alpecatar Uluatmrain icy) acne (O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR w x Y `L Edge Di lame n i• 2-10 1• 2-12 3-u8• 1• 2-1*- 1• 2-ut 2' 3•va' 0.64' 0.3247 CAPACITY REQUIRED"CORRESPONDING TO AN � to U) Emlledrlml pn 1;ya• lyra• t;lr4• 1ar4• 2 1-va• 1-ve• 1-1a• 1-v4• 1-v4• 1-va• - .ales ACTUAL PRESSURE REQUIREMENT FOR THE V C4 Q dAncroB 3'MfI.O.C./ 2a5A ® / 1' 780" 78005 660 Ito 180 fin 189690 540101 650105 WA 760 IDs 748 Its 88010; 18921Ds 6021IK BBS ns +d9011s OPENING,WHEN RIS LOWER THAN THE MULLION Q,a- Z O Q CAPACITY(FROM THE TABLE)OF THE SELECTEDs:0 MULLION.IT WILL YIELD A MINIMUM ANCHOR Of -of CAPACITY WHICH MAY BE USED TO QUALIFY ` +-2 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. •^1.266"-� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1%fiODUCT REVISED us complying with the FlbdL% 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. Build'u1g Godo 16QZla,tl FIGURE 1: Acceptance No 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. BXpiratian Date Qp�� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,716" By SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dade h00ud' ANGLE CLIP MUST BE USED IN PAIRS. 125• .11'.I I I t r f 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G-90.WOOD SHALL BE PRESSURE-TREATEDI- FIGURES ;� tU��.•• (F YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.125' `,�:,•'•�1C;E)•tiE '.'P ' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125'MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ OF Cir.• .AI.Ofi101: ' A.LYf"(N MIELL�'P.E. FL P.E.#58705 TABLE 15A ® R Mullion C■ BeltyTable Ibse) Opening% idth(forverVicellfsparrlirgindions)orOpminpHelyht(forhodwrlta*sparcirgmtifrom) 50 N W In 701. 601n 201n 100 in 120 In 140 N 1601n o Reclenguler Trap/TeenQ. Reelen9Jar RaprTdeng. Reclang4er TrepTdarg. RedenQJa[ TrepRdenQ. Rectangular Trepl7gmrQ. ReNengJar TraplTdarlg. RBctenQJer heplTdenQ. Reclanguler Trepfrdeng. Ralanprlar Trap/nlenQ. a 3.26"30 Lnodng Loadrg LoadnQ Loafing Loadng Loafing Loafing LoadnO Loading Lcadng Loafing Loft Lowing Lowing Lwdng L-dng Loadn9 Loedm cx V DEG.AL T2, a L • r F t L• • A ABAYMULL • off 42 it 170.0620 170.0 435 170.0 741 170.0 478 170.0 SW 170.0 506 170.0 992 170.0 619 770.0 1118 170.0 621 170.0 1710 170.0 521 170.0 1{88 170.0 521 170.0 1736 170.0 621 119.1 1710 170.0 521 .-J-1 W 48 In 170.0 708 170.0 524 170.0 BW 170.0 551 170.0 802 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 162.2 1522 170.0 680 130.5 1622 170.0 680 114.2 1522 170.0 680 d'g 50.626 In 170.0 747 170.0 583 170.0 890 170.0 031 170.0 1018 170.0 684 170.0 1195 170.0 723 170.0 1145 170.0 747 184.2 1M3 770.0 758 178.0 1117 170.0 TSfi 117.7 1117 170.0 758 102.8 1443 170.0 766 W 'o d Q 64 In 170.0 797 170.0 812 170.0 856 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 160.1 1353 170.0 637 144.3 1353 170,0 658 120.3 1757 1740 661 107.1 1353 170.0 881 90.2 1353 170.0 861 m M ~ 601n 170.0 887 t70.0 701 170.0 1063 170,0 787 187.0 1218 170.0 Big 146.1 1218 170.0 9M 129.8 1218 159.0 836 118.9 1218 152.1 824 87,1 1218 148.1 913 83.6 1216 118.1 913 73.1 1216 146.1 813 F- U Ban 170.0 930 170.0 715 170.0 1118 170.0 850 160.2 1150 165.8 813 131A 1150 tW.O 011 118,6 1160 141.8 098 105.1 1150 131.2 686 07.8 1150 126.7 671 75.1 4160 128.2 670 85.7 11130 126.2 670 d 68 in 170.0 974 170.0 789 152.4 1040 165.8 1181 130.8 1048 146,8 B64 114.3 1040 133.1 050 101.6 1019 123.4 039 81.4 t0411 118.8 030 76.2 1045 109.4 821 85.3 1048 106.2 816 57.1 1048 106.2 818 ? EL e 721n 110.8 880 147.8 764 117.4 1160 128.0 748 100.6 880 110.6 TM 88.0 580 100.0 722 78.2 880 92.0 712 70.4 BBD 88.2 703 SB.7 680 70.2 693 60.3 880 76.6 888 44.0 880 78,4 BB6 5 aZ _S 78N t43'1'7 125.1 650 89.8 790 108.4 676 85.5 790 81.3 M3 74.B 790 03.9 852 66.5 780 78.8 843 SB.B 780 71.7 637 48.9 780 85.1 821 42.5 780 82.1 819 37.4 780 61.5 etT Q 781. 116.5 857 923 760 98.1 8M 78.1 760 BS.B W2 892 750 77.1 621 81.5 760 70.8 612 55A 760 65,7 805 18.2 760 69.4 594 39.6 760 68.2 588 34.6 760 65.5 5BB Z~ Q Q N O 00In 74.4 600 60.1 563 62.8 491 51.5 563 64.6 483 45.1 563 188 475 40.1 563 M.4 486 311.1 563 40.8 482 30.0 663 36.2 452 25.8 563 33.3 445 226 No 31.8 442 Q m Z � o F- U.1 961n 61.1 M3 49.5 495 51.5 435 42.4 495 M.0 427 37.1 495 19.9 421 13.0 495 36.1 415 29.7 495 372 409 24.11 495 29.1 400 21.2 495 28.8 344 111.6 493 25,0 390 fn 411 a 1081. 42.6 353 31.5 181 35.8 348 29.4 391 31,1 342 26.1 391 27.8 337 23.2 391 24.9 333 20.9 381 22.8 378 17.1 391 10.7 321 14.9 391 17.6 315 1111. 382 335 32.0 170 33.0 330 27.5 370 28.0 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 248 312 18.0 370 18.1 305 p120 in 30.9 289 25.3 317 28.0 281 21.7 317 22.6 250 18.0 317 1B.B 276 18.8 117 17.9 273 U M Q O I"I. 17.6 I 220 17.6 1 203 d g Z,�O 40 B ANCHOR CAPACITY ADJUSTMENT FORMULA: m�v Ca Anchor C acl Table the ANCHOR CAP.,,,,,,,, T, ��liq Bubelmle: 2.7k Concrete 3.5k Cone, Hollow CMU Flee CMU PT Wood Metal (DP„)X -ANCHOR CAP.,, 5110'Eko 1/4'SS Eko&IV Elco 1/4'SS Sko #1D Steel 812 Steel 012 Mel MULLION CAP.,a,,,,° Anchor Type: Y1r Eko Uilracon 114'Eko Uarazon L1r El-Ultrecon 114'Eka Uilrecan AnehorCllpPatteme ultracm Ag9reGetor Unmoor ApgreGetor Screw(OS)Screw(G5I scmw(05) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edge Mtn"(m7 1' 2-12' I' 1 2-i2' 3.118' P 242' r i 2-12' 2• 3-1/r r 445' 0.51' 4324' CAPACITY REQUIRED'CORRESPONDING TO AN Ems d 3/4' mani(In): 1 1314' t-314' 1-31C 7 I-114' 1-v4' t-t1Pr1114' 1-1/1' 1•v4' 2• wvr t yr yams ACTUAL PRESSURE REQUIREMENT FOR THE 2Andh @5.fAm O.C./ )2a5Angle Capa/(Fig.f7 3901bs 390 os 450160 89D 1. 1700lbs 2701bs 280168 354 IDs946 IDa 341W 442 ft 5801bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhom Ig 3.5'Min.O,C,l )205 Angle pips I(Flo.2y 790Iba 7801h 7901ba I8701Da 2525les 510100 6801ba Wq 748Ibs 11801es IBB2 Ibs 6821bs 8B51be 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED eAnclnm 2.71-M,0.0.1 285 k 7 F .3 1t201bs 1120Ibe BSB Iba 22481bs 225/1b6 wA 810IW WA wA 17211 ma WA 10220>a /327 Wa t6e0 ros MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. rROOUCT REVISED FIGURE 1: 03 complying wish Lha FloWo TABLE NOTES: Bu)Iding Acceptance No{-OZ18.43 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dl7nti0n Dale ,IDQJ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. MI Dade 2mduItI 1/ FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3'250° _ 1, :;8105 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-9D.WOOD SHALL BE PRESSURE-TREATED - AY • • • • 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 �!0�1p /( LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULL ON %'F� IATCffor 7` �)., • • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. Pf ORIO�':•' �C/ ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. I'•1-111` A.L ANN MI LA,P.E. FL P.£.#58705 BILE 16A Mullion Coosoltv Table 91Ra Opening Width(forver6CalVsparvirg mullions)or Opening Height(for horinxtslyspamhg mullions) ��r�� b ¢ `Ain Boln- 7010 so9010 t001n 1201n 1401n 1601n MI1L�I Reclenpalar TraWdeng., Rectangular Trapff0ang. Rectangular TraWdarg. RealmOder 7tepTdang. Reciengder Trep?denp. R.Clangdof Trap/Tdarg. Reclergular TrePlTdrlg• Peclenguler Traprrdang. Rectangular hepRdm9. C 3.26"46 Load"g Loading Leadng- Lauding Loedbg Loafing Lwdne Loading Waring Wadrg Lading Loedne Wading laedinA Loading Wa09 Loedrg Loedlg syr Yc U DEO.AL BAY MULL e9 ^ e ^ 3 S b c4 d 3e t°S o g o c9Cq CO TLSg $} '7�g� a q S. 'y5� 2fi k �• 1111 o F- 9 � a � d`rc �ofid`& �o Zn� ZN� o w /210 170.01 620 170.0 135 170.0 1 711 170.0 /78 170.0 888 170.0 506 170.0 982 170.0 SIB 170.0 1116 170.0 521 170.0 1210 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 18x1 1871 170.0 521 J W 4a In 170.0 708 170.0 524 170.0 850 170.0 581 170.0 1192 1700 030 170.0 1433 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 1180 140.3 1837 170.0 860 172.8 1637 170.0 680 S 50,025 In 170.0 747 17D.O 5113 170.0 ON 170.0 631 170.0 1046 170.0 '644 170.0 1185 170.0 7Y3 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 758 120.1 t652 170.0 756 110.4 1662 170.0 756 U.I v O 541. 170.0 787 170.0 612 170.0 056 170.0 681 170.0 1110 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 155.2 1155 170.0 8511 128.3 1455 170.0 eat 110.8 1455 170.0 881 01.0 1155 170.0 661 im H CQ 08 In 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 678 157.1 1309 170.0 044 139.7 1309 170.0 986 125.7 1309 163.5 R94 104.8 1309 157.1 982 ODA 1300 157.1 982 78.6 1308 157.1 082 F 031n 170.0 93o 170.0 745 170.0 1118 170.0 850 162.0 1247 170.0 940 142.5 1247 184.5 883 126.7 1247 ime .865 114.0 1247 144.3 052 05.0 1247 138.2 93e 61.4 1247 135.7 935 71.3 1247 135.7 935 W J CL d m y 66b 170.0 974 170.0 789 17D.0 1169 170.0 903 146.4 1100 1637 965 129.9 1186 147.9 945 116.4 1190 130.5 828 103.8 1190 12&4 914 88.6 1180 119.6 888 74.2 1100 110.1 893 64.9 1190 1101 893 Z U) 721n 161.6 1010 158.0 877 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 Will 114.7 828 09.8 1010 105.6 all 50.8 late B&9 607 67.3 1010 90.8 765 57.7 1010 67.6 700 505 1010 87.7 789 3 7& YZ J 761n 137./ 808 143.6 792 114.5 006 172.0 775 00.1 900 107.1 781 05.9 ON 982 749 78.3 008 68.2 736 68.7 008 82.3 779 57.3 0011 71.7 718 19.1 908 71.2 719 12.9 908 70.0 708 Q 2 7610 1 .1 681 132.5 754 105.9 861 112.5 738 80.6 861 08.0 725 79A 891 85.5 713 70.0 861 51.0 703 63.6 661 75.4 694 53.0 601 88.1 691 45A Out 61.5 875 39.7 861 63.7 072 F- 27 Q Q N 9010 82.7 a49 66.1 671 80.9 848 72.1 561 69.1 646 02.8 554 51.7 646 56.1 545 46.0 648 50.9 637 41.4 016 47.0 530 34.5 616 415 519 28.6 8111 35.2 511 25.0 648 36.5 507 F W SZ � gab 88.2 565 70.1 508 50.8 568 60.1 409 15.7 668 61.4 491 42.6 668 45.8 403 37.8 See 41A 478 34.1 5116 38.1 470 29.1 5118 33.4 459 24.3 560 30.5 452 21.3 Sea 28.7 447 U3 �� toe In 47.9 440 48.0 405 30.9 449 41.2 369 34.2 449 35.7 303 29.9 449 31.7 357 26.6 449 28.6 382 23.0 449 2&1 377 20.0 440 22.7 SB8 17.1 MB 204 361 15.0 110 16.9 356LU 0 11110 111 425 45.0 385 3e.a 425 37.1 370 31.5 425 326 313 27.1 125 28.1 367 24.11 425 28.2 382 221 425 24.0 3511 t&4 425 20.7 350 15.6 425 16.8 343 w LU LU y H 1201n 34.0 354 35.5 331 28.1 384 20.6 326 24.0 304 25.6 321 21.8 384 22.8 317 19.4 364 205 313 17.5 384 18.7 300 UQ v Q 0 '0 144 In 20.2 253 20.4 233 16.5 253 17.1 230 '� 0 ABLE 168 NNCHOR CAPACITY ADJUSTMENT FORMULA: w. Anchor Capaeltv Table fibs) _ANCHOR ANCHOR Subslrale: 27k Centrale 3.5k Cane. Hollow Glu Fitted CMU PT Wood Metal (DP_)X( )=ANCHOR CAP.,,° 5118•Eke 711'99 Eka 5176'Eico 1/4'SS Eko Wp Steel f12 91001 d1281ee1 MULLION CAP.,„°,„, AnchOrCllpPettema AAohorTypa. 3/10•EkoUltram 114.1--eco. .111-Ekoultrwon 7M•EkoUMecm Umeam Ar SS Ele fIV Elc 14'SS etor 010 t S)Screw(G5) sraew(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dstame(In): 11 2-1/Y 1' 2.12' 3-11V 1' 2-ire 1• 2-172- 3-110' z• 0.48• 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmenl(lnT 1-314' 7;314' 1-314• 1-314' 7 1-114` 1.114 1-1H' 1.114' 1-111' 1-144• 2' 1Jfe' 1.716• mules ACTUAL PRESSURE REQUIREMENT FOR THE 2Awhcre WWW.O.C. 2x5 / .1 3901ns 3 1bs Iso a>S 8901m 100160 270Ibe z801os 354 Ms 7a0 ros 37a ItB 720105 ale Ms 341 Ms 44z1ha SBO Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A.h- 3.5.11..O.C.1 R)2.5A Ups I ft.2T 780100 780 Me 700 Re, 78701ba 2525 Its 510 ms 5601bs NIA 112GIM 718IDs B80lbs 1692Ibs 662.0 0851. neo lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Antlers 271•Min.O.O 1 2 275 An C4 ! .3 1120lba 1120 The 0561ba 224816c 2254 Aw WA 9/a lbs WA 1058IM WA 1320 Oa wA 10721bs 1321 Ma two Ms MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: :at cnnrplyin8 With the Mori& TABLE NOTES: flt'Accopllg Code ' Acapimrn NO • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex irelion Date 9DZI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Miem' 1'lnduct FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �����\l LYI•!P!d.1p 1�i;� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125• 45° 1,U:,.•••� ;�(; �i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• No 58705 3: FIGURE CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" _ r {{ D' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE].STRUCTURAL STEEL TO BE AT 45°BAY ;'c1•:�, $ 66 ;,j LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION -'p�'.; gTp;t O1° THEMATERIAL.910 A#12 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S.OR 410 S.S. ti; ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. I (\1J 1l �'•` A.LYN)j A1CI P-R;�.E. FL P.E.#58705 j 1.000" 1.000' f- 1.062'-•i I� 740° opy gg. .063- .385' rtA.TFi .062' ( �-{ -.125' .438'- I I pp4 4.000° 4.000' 4.000• .125"STANDARD CLIP I 2.125• Tlt tiY 2.625' 2.000' 8063-76 ALUM. 2.000' 2X5 ANGLE CLIP .125' X•SECTION U ILIP 60-SECTALUM ION I I 6063.76 ALUM. X•SECTION N .525' X-SECTION '125• .125' .125' ,m 031• Z �'�� U) .1zs•-r p -_125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W 5° .155' 375° DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR (m a$ ) HOLE DIAMETER:ANCHOR OIAMETER+1116'. W o$ O 1"X 4'X.1261 V X 4"X.375" 1'X 4•X.375' 5.500' LU Q C) F" MULLION MULLION 'T'-MULLION 5.00T Q Z 07 N CUTHERETO 375' Q (O 6063-T6 ALUM. 6063-16 ALUM. 6063-T6 ALUM. 3,125• .375" - I- _ a X-SECTION X-SECTION XSECTION .MIN. - 'I_CREATE FCLIP,SEE MIN, DETAIL F,SHEEr4 MIN. 7 Z 1.250• .375' Z W ----------- CENTER OF r_________ i .375' -7? 1.250' t12W- -22.4' i I 1 I I ANCHOR HOLE j MIN. Z I I I I MUST LIE WITHIN I 1 J D-o I I I I THE DASHED I I a J `-' I I I I I F BOUNDARY.SEE f- U Q Z 0 2.875'�- -'-'I --- SHEETS -20 FOR F _1 _ ___-_1 Q O Z N I I 1 1 THEANCHORO.C. I -,--r, F Z ao 1 I I 1 fn Q 3.94' I I I I F MAXIMUM I I V5 Z� a 3.250' I I 1 1 3. I I I I ANCHOR HOLE I I W O I I I 1 I DIAMETER: .100• .100 I I I I ANCHOR I I J j O .1 D9" L_L _--___J L__-____J L_____-__-_-_ DIAMETER 111W. ---------� C Q _ 2X5 ANGLE CLIP CLmQ`om.100" L 624" 5TANDARD 6063--TO ALUM. 6083-TBLALUM.IP 60TOPVEW3 6 M a -I.820' 1- I --I •820' F'- -•-I .820' 1� 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.624' 1.25'X 3.94°X.624" SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimonlaon Vuluo(In) Por Mullion: Dlmenelon Value(in)For Mulllon: 6005•T5 ALUM. 6005-T5ALUM. 6005.75 ALUM. DIAMETER ANCHOR DIAMETER+1116•. F Sue 7 X4'X F 1.938 1.25'X3.25' X-SECTION %SECTION X-SECTION G 1.000 .125• 0 0.600 X.624• H 2680 Aluminum H 7.438 Aluminum -3 611 5.500' 1 3,000 Tuba Mullion 1 3.250 Tube Mullion 2661" ll 125• .375. .375° F 3.187 1'X4'X F 2.825 1.25' 24' 1.377"--4 .125' 1.877' I MIN.-� G 0.757 .375' G 1.125 X.824' tH 230 Alunlnom H 1.500 Aluminum ,3i)ixt:REVISED -^- ---i1r------- 3.00D Tubo BT 1 3.250 Tube Mullion omplyingwilh the Florida I2250 1.25'X3.25• F 2.913 30'Ba Mull Building Code 125• I I I I 0.760 X.100' F 2.876 45'Be Mull F.Pi m.125' 45' 2.250" i i I i I 1.500 Aluminuma pimti nne30° 3.250 Tlbe Mullion D H i y Mi Dado Product 3.250'45°BAY MULLION I 3.260• I i i i TABLE D 30°BAY MULLION 8083-T6 ALUM. ; I Mull Dimension POT Partk 6063-TBALUM. I X-SECTION - ...-. /((, X-SECTION (sheet N) Mullion Std.Clip OfleatCllp U-0Ilp Angle Clip Q ..C/� 1'X4'%.725'(10) 68384 686111M 6681122M 886241M 666516M `4�:•'��GENSg i ' G OFFSET CLIP •.'it II II .125' I 6063-TO ALUM. 1-X4'X.375'(11) 66610 M112M 6WI123M 666242M 666510M .r' .228" �-,987'-i .228' �-.981'-i .740' TOPVIEW 1'X4'X.375"T'(51) 68853 866112M 6661123M 866242M 880579M - i•10.L18 Ate. _• NOTES: - ,j•7�. K LY, � 1.25'X3.25'X.100'(73) 20180 6681127M 6887124M 6662470M 8665113M !/l/yp��J� 1!1�� 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25'X.624'(14) 20181 6601128M 6681125M 66MIlM 6865116M 17 J 0�� U,/ 1,25'X3.94'X.624(16) 20182 6661117M 6681126M 668241M 666517M A g 1E 0 2)SEE SHEETS 5-20 fOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 De9rea(19) 68649 WA WA WA 6665110M '•���•'•.,FL...... �\Ci\�� 45 pepn:o(20) 66650 WA WA WA --------- 3) 885111 M S,S((�t 4�<' 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LN(`l f1 ER;�.E. ' FL P.E. 58705 TABLE E Mul101menelon PGT Part# i (shoe t#y Mullion Std.Clip U-Cllp Angle Clip -'1 r---125" -^� -•125' �v'' S -� I ` -�I h-•125" xC 2"X4"X.25"(16)1 86602 666281M 686271M 6865172M I k$gx 0 2"X6"X.25"(17) 66604 666262M 666272M 6065113M I STANDARD CLIP U•CLIPL 5 ANGLE CLIP a€ W 6063-T6 ALUM. 6083-T6 ALUM. 63-T6ALUM. o�2'000° X-SECTION 2.125" I XSECTION 2.000" X•SECTION NOTES: I 4 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I "•125 I .125' L 125' "d m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z m,3 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I{ I I-1 480,--I O ~ HOLE LOCATIONS. . }--1.480•.�-I J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" CUT HERE TO - __ 375• 11.1 U O 3.500' CREATE F-CLIP, 375 5.000" MIN. DO Z M N 2.000" .375" I_SEE DETAIL F, .375" r MIN. SHEET4 MIN. H- O �° J ZZ ------ ---;-- -------- - T -- -- - ---------------------� z w� m I I I E. sz 1 J 4.000° 1 j I _I Q J r a .250. -I---- --- --I- - 3.438° E + 3.430" T------- I F U Q m p 2'X4'X,25' I I I Z N MULLION I I 3.438° I I F Z,•Z co 6063-TB ALUM. I I I I i .375° (0 ¢ v�14- X-SECTION I I I I I r CO) Z m ❑ g __ .__ L_____________________J_ MIN. W O J L- STANDARD CLIP 2X5 ANGLE CLIP U a O O U-CLIP,8063.76 ALUM. Q CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2'X 4"MULLION,SHEET 16 CEN7ER OF ANCHOR HOLE MUST LIE 6083-TSALUM. a Z (n U) .250" -WITHINTHE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHINTHEDASHED BOUNDARY.SEE TOPVIEW - e< �'O r.O SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. 4ib i mw DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE --DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1116'. 5.000, �---2.000°----j .375° 3.500° CREATE F-CLIP• 375, MIN.- _sEEDE4 F, MIN- � �-x.375' SHE 0 MIN. .375° I I I I I I I I I I 1 I I I I I 'hOOUCT'RIiVI58D I I j j m camPlying with the Flmi& I I I I Building Code I I 1 I I&-o 11.03 I I Acreplmtce No I I I B pimtion,Date Q07 y I I I _-L 4.688" �- +--------i Mi Fm4ucC .250" 6.000' -I--- T'- I t--- 5.438" I I I I 111111111! I 5.438" 5.438" I I r4�.•''1�CErrsE 2"XB'X.25° I I I MULLION I I I I f" No.58705 8083-T6 ALUM. I I �' = X-SECTION I I I I `- I I .375" -- `--------------- -------' L---------------------� MIN. •'/'• - � go STANDARD CUP U-CUP 2X5 ANGLE CLIP ��ti� \� .250"- 6063-76 ALUM. 6063-T6ALUM. 8063-76 ALUM. `5 TOP NEW USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW 1� 11 t TOPVIEW A.LYNN}HILLER,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1W.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. n 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 26,THE COLUMN USING -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED \ DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE a ER- `SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.T5'X.3T5'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD foo F ION DETAILS, 4x C 'S SHEETS NOT BE SUITABLE FOR THIS APPLICATION. SZ g v AL 2.3 FROM TABLE 4A,SHEET 8,THE VX 2.75'X.650-MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LL MULLION N LEN GTH ^ 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 -T m F- '(� 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 N C4 SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS.WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J LU 2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. a (p IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, m a o 0 NO ANCHOft91N WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF BD PSF: ch --I1—rnU11 WIDTH 63618S F_(60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) _j OPENING WIDTH 72.7 PSF 7) Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A � DESIGN PRESSURE OF+50.01-55.0 PSF. Q r FOR THE VERTICAL MULLION: I`_ Q N `o Z 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105"AND THE OPENING WIDTH IS 36"+3B'+1"=73.REFERENCING SHEET 25, Q Z o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL dr EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N J o S° w _- MULLWIDTH— FROM TABLE 3A,SHEET 7,THE 1•X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH-BT)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.15.1 PSF g y IY _ I� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F FROM SABLE 12A SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=106",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF-1-64J PSF WHICH EXCEEDS THE REQUIREMENTS CL•�� Z � � SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. g m0 `SEE DETAILS, ESQ ma 32 FENESTRATION SHEETS BECAUSE ITIS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36•+36'+2"=74",NOT 73'AS PREVIOUSLY , g-��-� PRODUCT'S \ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.112"+35-112'+2"=73"). j 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED 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` - - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 8, DETAILS, DETAILS, OPENING SHEETS 2J SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORI2- MULLION TYPE COULD BE CHOSEN. LLY PRODUCT REVISED ION 7 1 THE MULLION LENGTH IS 36•AND THE OPENING HEIGHT IS 32'+72•+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE m cenlplyin;with Ow Flori& USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250-MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE A<Icadi.git�0 I.ro-021 g.O,3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Cpimlion pate /jjJQ SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" By SHEETS WIDE,IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CUPS WITH Miem Dade Pm& 23 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED t t I 111 --- ANCHOR CAPACITY OF 521 LBS. \\O`,{ _ 38',HORIZ. I 38•,HORI2. --1 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 120 FOR THE U-CLIP SHOWS THE ANCHOR \��`,•''1,\CEIV3f •'-`'S' MULLLENGTH MULL LENGTH CAPACITY IS 1074 Las WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. J37CJ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: a �, +1-64.7 PSF FROM THE VERTICAL MULLION; i? o +1-170.0 PSF PROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; Ill" +1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). (�`-- s AfF.0' �J` THE LOWESTOESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. •.,�'10FttD�:'••• VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �i� "�C)(\f PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LY MILLE:�2,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: r a PW 6 _ PW PW - na I 82f SHIDH SHIDH - SHIDH SHIDH PW pW Z �N km - _ UJ B 0pu m C3 w Lu 0LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I O (DD HINGED F- J J DOOR - j _ SGD - __ -_ Z m �2 PW LOADING OF VERTICAL MULLION = O lz LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q PW I _ z I ¢ X Z OD p PW PW PW WOE PW Lu Z SHIDH SHIDH` - - _ - _ SHIDH SHIDH 1Q J O O Z SHIDH- - � €a LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW PWHR I _ I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL __ I MULLION i 1 PIA HINGED 1 �lU(:T ItEVISBD DOOR PW PW I NOTES: %;tC .. ..._ - _. I a--plyingwilh&hs Ftatide 5)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL Acoeplanx Ne O j PW CONFIGURATIONS. �imli Dale 20� PW - - CONFIGURATIONS NOTSHOWN I MAY BE EXTRAPOLATED FROM Mime' a�roduG °O / THOSE SHOWN. I /J I 2)IF THE LOADING TYPE CANNOT %'" Ly, BE DETERMINED,USE ?r Iri )V 1 r; t I _ �PW RECTANGULAR LOADING. or, PW .r PW PW 3 SEE PRODUCTS'APPROVAL FOR No.CiG705 ' ACTUAL ANCHOR LOCATIONS. = _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLIONfy I - PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j `� -'D '•�� N �lb? 1 SGD _ ~'��y .• 5:'(r\'fr�:JF [ri; LOADING OF VERTICAL LOADING OF HORIZONTAL `Ny ' I .L �' .E. MULLION MULLION A.LYNN .#587 i A.E. FL P.E.#58705