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Product Approval (3)
Florida Building Code Online Page 1 of 2 RECER'rD JUL 2 12016 il-'E4 OR c u'- � g _ :fir r t;F BCIS Home q Log In , User Registration Hot Topics Submit Surcharge Stats&Facts Publications.; FBC Staff BCIS Site Map j Links # Search Busi:;nesq + a�: Product Approval Profess0i nal usER:Public User i.. Regulation Product Approval Menu>Product or Aonlication Search>AnpiicatioFed etail a i .rt`-tSa EFL# Application Type Code Version Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Techn y Drive nice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com 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 oWindowsSubcategory 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=wGEVXQwtDquaucoIwmuGtb... 7/19/2016 Florida Building Code Online Page 2 of 2 Summary of Products FL!f Model,Number or Name Description p 261.1 IMullions for All Doors and Windows Aluminum/Vinyl Mullions �! Limits of Use1-1 Certification Agency Certificate 7 Approved for use in HV FL261 R10 C CAC 16-0218.03, of Approved for use outside HVHZ:Yes =Instructions ontract x n Date Impact Resistant:Yes Design Pressure:N/A uctionsther:Please see Miami-Dade County Notice of Acceptance(NOA) or -0218.03.odfproduct performance information,and mullion clip anchorage detail i-Dade B n entThird 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 mall.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: - 0 01� Whes T�.� Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 7/19/2016 M IAWDADE 1'IIAMI-DADS COUNTY . PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vyww.mtanridade.govleconomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to com 1 with the Florida Building Code, including the Hi V DESCRIPT :Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 630 tit a npaut eststant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the lmiami-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 Miarni-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. MIAMI-DADS COUNTY x-plration Date: May 26,2021 Appi o `f( Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted corder NOA No. 10-08.19.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance`rest, 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 5"" Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Imanue a ez,P.E. Product Cont o[ aminer NOA N . 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr miner NOA No.—V-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 Y MISSILE IMPACT•RESISTANTPRDDUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 9C EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.......................... 1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS...............................1 3 a o ELEVATIONS.................................. FIGURE I: a>< MULLT02X WOOD.............._........2 0 lu MULTIPLE r—OPENING WIDTH FOR VERTICAL WDLL---I ARCHES To BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLIONS MULL TO 1X&MASONRY..............2 o Y 2 O MULLIONS If - -� I INSCRIBED BE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 &' SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY.......................3 SHEET A-D,G,H;2, SI4APE MULL TO STEEL STUD...................3 S m I - -— - 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 o }}-- %� T�r DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L(180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 07 III ........ (n IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS. AL75RKATATE CLIPS__......... 4 z BAY MULL INSTALLATION..............q 9 /! 1 X 2 X.126 MULL SPECS...............6 -{ !! \\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS...............6 J !! \\ INSTRUCTIONS. 1 X 2.75 x.375 MULL SPECS..........7 ; _ \ _ 1 X 2.75 X. MULL SPECS............8 z a!!— SEE DETAILS II III /I� W O ATHRU G; \ 6}USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND i X 3.526%.500 MULL SPECS........0 m O o SHEETS 2.3 / I _il 1 SETM�GILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X 4 X.376 TUBE MUL SPECS_..11 Q �� I / ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I--' -1 'I---- - - SHEETS 23 1 X 4%.376 T MULL SPECS........11 LU J I I. PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.168 X.265 MULL SPECS W VERT. �I 111 OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 = LU HEIGHT 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25X 3.25 x.624 MULL SPECS.....t4 Z LENGMULL TH MORFIZ0OR11TAL 1.26 X 3.114 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...............16 Q Z SEE DETAIL E, 2 X 6 X.25 MULL SPECS........_......17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q Tn •o- SHEET 3 30 X 2.11 X.1126 M B MULL SPECS....1 r• AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENTF 39" 20 X 3.26 SAY MULL SPECS......... z 8 Q 67 p REACTIONS. 45'%3.26 BAY MULL SPECS.........20 Q Q Z � MULLION&CLIP DIMENSIONS...._21-23 1-- z OD.o FENESTRATION 6)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOAS EXAMPLES 1 6 2..............................24 S o`- PRODUCTS MAY LOADING EXAMPLES............._.......25 w Q BE OFTYPE. LU 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Ui MUST BE BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 0) N MANUFACTURED 11 BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. (� Z O 0 -, 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ, g �•O%+o MU�— /SEE DETAILS f�mlY How2oNrAL A-D.G,H: I 11)QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING SHEETS 2-3— W IDTHIHEIGHT 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 ILBSIFT)FOR THE OPENING USING THE ASCE-7 STANDARD. HDRIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. MULL F---OP TH� I— "�'1 II_--t LENGTH 1— _I _ _ _ I —'I 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR-TRIANGULAR/TRAPEZOIDAL'. OPENING _ -I I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT'1 FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT RBV{SED HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE ns complyingwilh we Florida OPENING MULL FOR ( Y) Building Cudo HEIGHT LENGrH >� HORIL VERT. MULLION CAPACITY(LBS/FM M OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM)FOR HE OPENING OBTAINED IN Acceplenca i4o d��• MULL 'N'G STEP 1). pimli Dale xU24 LENIGTH OR TY REQUIRED L .� -�� -- —J- RE RESENTS HE W ND OAD TRANSFERRED TOFROM THE SAME TABLE USED IN STEP 4) THESUBSTRATE BY THE ANCHORS AND MUST ND THE VALUE IN THE NEXT COLUMN HBE MET TOIATTAIN THE FULL MULLION CAPACITY. Mi Mlelni oBS.THIS VALUE By hoduetCm �I OPENi9WIDTH \\\ !/! SINGLE MULLION SINGLE ION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `\\0" (LYNN&�����,!!/ OPENING WIDTH _ ANCHORISUBSTRATE(ANCHOR-CLIP PATTERN MAY APPLY SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR FORVERTICALMULL CAPACITY IS MET, a '•�,\CENSE Q SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 1�C FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE .fr No.56705 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 J.D •.i(e_ STANDARDS USED; •2014 FLORIDA BUILDING CODE(FSC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION N TE F .4J •, •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION AO\'� FLUb;. OR1G�` *ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. •••fggq•��,•' •AISI-S100.07/52-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORA PERMIT. A.CNN� I},yF1Ft\`P�E. FL P. 58705 p�n �h� u DETAILA: DETAIL B: /-MULLIONo ° MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP 7YP.ANCHOR a OR WOOD FRAMING WOOD BUCK AND MASONRY AND —PER SUBSTRATE, o j (OFFSET CLIP SHOWN) (STANDARD CLIP SHO BYO HERS, SEE SEE TABLES 18.168 SEE NOTE 1, LO N I MULLION I SHEET L - gg m I— I [ to IIN Z IU d I. I 11 SEE SHEETS a b 1 MIN 2,7 KSI °� EDGE W EITH£RTHE 1 I I Zt-27 FOR HOLE d - I I CONCRETE OR CMU I I DISTANCE, J W STANDARD OR n I LOCATK)NS n I ,I F--1-SEE SEE TABLES Z _ OFFSET MULL ° EDGE c I I e EDGE DISTANCE 1B-160 W E (Q CLIP MAY BE DISTANCE FOR MASONRY INSTALLED BY d ° I I I FOR W000,(/ I I ANCHORS m Q O Q THIS METHOD. n SCREWS I 50•&MFOR n°d I I SIDE VIEW 7 Z ° q l ALL MULLIONS ° F_ O d n e EITHER THE ° STANDARD OR (~J e OFFSET MULL z d e ° _ q CLIP MAY d' E a " EXTERIOR ° n INSTALLED BY H jL EDGE �? _ THIS METHOD. J Z DISTANCE o u Z n Z FOR Z Q p MASONRY a Q N THE OFFSET CLIP IS ANCHORS F-• {— - 00 O ° RECOMMENOEDFOR EXTERIOR n d LN-FRAMED _ to WINDOWS,BUT MAY W ALSO BE USED FOR Q' (SC OTHER FRAME TYPES, U Z Q Q Z �$ ma Q m TYP.ANCHOR PER SUBSTRATE, RSU STRATE, PERSUBSTRATE, SEE TABLES IB in �rc� -16B S ETAS SIB-16B SEETABLES ID-16B / EDGEIEND DISTANCE BUCKSTRIP SEETABLES AND EMBEDMENT BUCKSTRIP 15-16B ATTACHMENT AND EMBED NT' BY OTHERS. SEE NOTE 1, ATTACHMENT SHEET I. BY OTHERS, SEE NOTE 1, % ' - MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCT REVISBO as complying With ala FInTial FRONT VIEW Baild[ng Code Ac¢eplan<e No �• 2) Ex ilslion Uale INSTALLATION NOTES: By Miani de Tlvdacl 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I I I I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `��� ��{GYN N ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE U.•';GFyBF••.(F.p 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. 58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ /,��.����J -•—'�- 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. � Q'. S 1[:OF 5 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED FLOIiIOP.•'\(j ELCO ULTRACON OR ELCO 114"S,S.AGGREGATOR MASONRYANCHORS. '98101 ' •" C•,� A.Lj NNiMILLEFk,P.E. FL P.E.#58705 DETAIL E: MULLION TO MULLION --I�.126'MIN. DETAIL C: INTERSECTION NOTES: ��- 5 MULLION DIRECTLY ATTACHED TO (U-CLIP) a MULLION = ( ) ' MASONRY STRUCTURE F _ I MAY BE INSTALLED IN'TEE"OR"CROSS' � qo o� (STANDARD CLIP SHOWN) _ INTERSECTIONS. VARIES S 2 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. I P.ANCHOR c N EITHER THE I I SUBSTRATE, r 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 8 y m STANDARD OR $ TABLES 1B-138 OFFSET MULL I j TOP VIEW FOR CORRESPONDING MULLION. Z M rc CLIP MAY BE _- I I ITNHSITSAMLELETDH0D0Y I III I < EDGE i----I MULLION O OR MASONRY VARIES ANCHORS J }tLU ' #12 STEEL SCREWS. 69LF-DRILLING OR PRE-0RILL IY rn MULLION AND USE SMS ❑ DWO m 00 ° [� -MULLION I— Z O J EXTERIOR AP _O j THE ST CLIP IS F- m EDGE DISTANCE RECOMMOFFEENDED FOR = \ z U g FOR MASONRY A WINDOWS BUT MAY LINTERSECTION g yy ® ALSO BE USED WR U-CLIP Q aE U` z OTHER FRAME TYPES. EXTERIOR TYP.ANCHO A Z Z Q 01 O PERSUBSTRAT a Q O Z N r 00 SEE TABLES IB-13 — _ Q TYP.ANCHOR SEE SHEETS 21-23 FOR F-N t O; PER SUBSTRATE, HOLE LOCATIONS Ln 1n J BUCKSTRIP SEE TABLES 1B-138 J AND FRONT VIEW DISTANCE ATTACHMENT SEETABLES 1- ~ N U) BY OTHERS, — Ol EMB WENT _ + a SEENOTE I, l ttl-17B a--Z Q SHEET 1. I EDGE n'sc Z..� • • i DISTANCE Co '-- -SEETABLES SIDE VIEW 9i Y,I MIN 2.7 KSS CONCRETE OR CMU MIN 23 KSI CONCRETE OR CMU 18.138 H ❑ � � FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) ' INSTALLATION NOTES: STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o PER SUBSTRATE, \ SEE TABLES IB-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS Q PRODUCT RBVISL•D ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR I*complying wish Iho Florl" CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. \� LOCATIONS Ac"plwlre NoIG-COZ IS'63 P.pimli Date WZ) 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION ® B 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ® 9 Dade ct 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ON LY MIAM I-DADE COUNTY APP ROVED EDGE ����`ty�YI•:,V lq/�rr��i� ELCO ULTRACON OR ELCO 1A'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES q� .•••• •• �(.• �� FRONT VIEW 16 GA AND COMPLIANT WITHTHE FLBUILDING 18-138 �t'.•�CCPISS '•,'r -CODE,A 2K WOOD BACKER MUST USED. ��;• �(�� ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS y� EXTERIOR SIDE VIEW NOTES: U- 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ANCHOR VALUES MAY BE USED. /:�T�, S.LOP10�,.••C��: 2)SEE CORRESPONDING MULLION TABLES, (�( F�fG`� SHEETS 5-20,FOR QUANTITY OF SCREWS. A.�L'YNNI aEFk,P.E. FL P.E.#58705 h n W�N DETAIL F: DETAIL G: DETAIL H: i� 7S FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION rk a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) g� o �o SEEDETAILSA-E, 30*OR 45' o� U SHEETS 2 AND 3 FOR INSTALLATION BAY MULL li TO SPECIFIC SUBSTRATES. N MULLIONO ' O o'T W O O 9 W O O O O O O J J U1 O O TOP VIEW U) SIDE VIEW m V o O SHOWN WITH VX 4'X.125• TOP VIEW I 1 Tn M MULLION I (1^j D I }- Z to J !�•-/S7 1 I l TYP.ANCHOR �2 0 EXTERIOR i / PE SERE TABLES SUBSTRATE, ise OR 16B Z Ug m I TYP.ANCHOR 1 STANDARD MULLION CLIP I 1 PER SUBSTRATE. i 1 EXTERIOR -1 n��Z MODIFIED TO FR FIELD I SEE TABLES 113.1413 O CONDITIONS. 11 I G/- Z I I I 2'X5'ANGLE CLIP, z Z Q m I I 1 I CD 2PERMULLION END,MUST BE Q D Z N I I I I INSTALLED INSIDE OF BAY MULL. co p � a MULLION I CD � Q R c"' ii I I - I� U Q 2'X5'XA25' U) (??n (/) 11 I ANGLECUP, () Z Q 7 I 2PERMULLIONEND, Q — 0 0 I I I MUST BE INSTALLED app Z m fn (n I I INSIDE OF MULL. �'6 0 x0 Of I I H x \_TYP.ANCHOR - Cb -PER SUBSTRATE, SEE TABLES 18-140 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM.CMU OR MASONRY MODIFIED INFIELD. 1 EXTERIOR O EppEO �N011 06 FRODUCC REVISED pEF _F m complying with the Flafidn 4� BuildingCodc © ® INTO WOOD,STEEL, AceCpl.21.16--21B•^Q1z ® ® ALUM,CMU OR MASONRY EDGE O Ezpimlion Date 'WZ) DISTANCE Dy PER Mini cProduct ANCHOR EDGE DIsrANCE—- NOTES FOR INSTALLATION OPTION G&H: \ LYNN PERANCHOR r.,A NOTES FOR INSTALLATION OPTIONS F: -- -- 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ;�t;• \GENSF.' 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.125'MULLION. 2)DETAIL G:SEETABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE .t; 1`p.5B 105 _. LOCATIONS. _ 2)SEE TABLES 1 B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �) VV K g' f 6 LL!_ LOCATIONS. /7.•. �;•�'TG 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �o'.'•. FIOR\nr•' -� FL 58705 TABLE 1A ® 99I Mullion Capacity Table Ibalfe rd�i OpunlngWiddi(for yert(cally-sparwring mullions)or Opening Height(for hodwritally-spam1nG"ions) C Q 501n 601n 701n 601n 901n 1 W In 1201n NO In 160 N p Reelanguler TrepTlanB- Raeten9dw heplTdene. R«lengder TrLoadenB. Recta Rag 7replitfeng. Rectangder 7ropfTrlarq. R«fengaor TreplTdaq. Roctenguler lleplTdeng. Rectengder Trepll8eng. Ractanguler TreplTdang, i 1X2%.125 Wadln0 Loading Loading Loading loafing Lwdng Laadng laedng Lowing Loading Loading l.oedrq Lowing laedng Lwdn9 laadkq LoadnO Loafing sy, U Alum.Tube ^ .+i F _ s a .� .;, 'a s F LL Mullion g� g H g� g . g �. g� a qs $. >� � s g a $ a� g N 3 8 d^ d d $y^y d h A i- d 5� d m 19 141 b b,G s9 $. a¢ y b. b c 5� s� 5� -19 �> 421n 111.9 408 129.6 332 93.2 408 116.6 325 79.9 405 107.8 321 69.9 408 104.4 319 821 408 104.0 319 55.9 40B 104.0 319 46A 408 104.0 319 39.9 408 101,0 318 35.0 408 104.0 319 J W 481n 74.8 312 83.8 268 624 312 73A 252 53.5 312 67.0 248 48.0 312 632 246 11.6 312 61.3 244 31.5 312 61.0 244 31.2 312 61.0 244 28.8 312 61,0 244 23.4 312 61.0 244 2 a:b� 50.6M In 61.9 281 70.8 1234 63.2 281 61.6 228 45.6 281 55.7 224 39.9 281 152.1 222 35.6 261 60.1 220 31.9 281 1 49.3 219 26.6 281 49.3 219 22.6 281 49.3 219 20.0 281 49.3 219 lL C.- O 54 In 828 247 57.5 207 43.9 247 49.0 202 31.6 247 44.8 199 32.8 247 1 41.5 196 29.2 247 39.4 194 263 247 364 103 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 3B.1 183 m O F- m co C BOH 3eA 200 41.2 170 J20 200 J5.4 188 27.4 200 Jf.S 167 21.0 200 26,9 180 21.3 200 27.1 169 19.2 200 26.9 157 1e.9 200 26.0 168 F- J 631n 33.1 181 35.3 155 27.6 181 30.3 152 23.7 161 26.9 149 20,7 181 24.8 146 16.4 181 22.8 144 16.6 101 21.7 143 661n 25.8 165 30.6 142 24,0 165 26.1 139 20.6 165 23.1 136 16.0 166 21.0 134 ? 1(f(f(fil 721n 22.2 139 23.3 120 18.5 139 We lie 15.8 138 17.5 116 2 a � 781n 18.9 126 19.7 109 15.7 125 18.8 107 a J d 761n 17.6 Q N O TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: I¢• rc7 Z y 00"O Anchor Capacity Table Ib9 ANCHOR CAP.,,„,_) N a� Suaslrola' 2,Tk Cororelo 3.5k Cane. Hallow CMU Filled CMU PT Wood Metd (O-)X( 1=ANCHOR CAP.,,, N S o MULLION CAP.,F,,,,, A«har Type: 3116•Eko Ultmwn 114'Eka UlBaaon S16•Eko 3116'Eko UltrKm 114•Elco UNacon 1144SS Eko 5116'Elw 1l4•S6 Eko 910 6leel N12 9tee1 N12 Sled � N Anchor Clip Patterns Ulu.. Aggn,Gala Umeaon A99reoator Screw(G5)Screw(05) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance 07 1' 2-trr il zarr 3.10• 1' Z1rr 1. 2-Ur 2' 1 316• r 0.49' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U X d }� Embednent(k7 1.311' 1-314' I•Sr4• 1-314' r 1-va• 1414• 1-14• 1.114• 1-114• WIC 2• tale tars• tarles ACTUAL PRESSURE REQUIREMENT FOR THE Q Z O O 2 Anna.®4.75'Min.O.C.r Slardwd or Dint 00(Fig.11 390 ZS 390IOs 4501bs 690 Ica 1644Ibs 270163 290 ma 354 bs 740 r. 3741b4 664 lbs 946U 74tres 442 lb. 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4.= mUo o 4 A.haa®1.15•Mia D.c.1 Slandad(a Opset)C9p(Frg.2j 48011m 7001bs WA WA WA WA 3501bs WA WA WA WA WA 602 lbs 8851m 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED m� 4Amhae®]'Min O.C.1(2)215 Angle Clips I(Fq.3T 7601n 780Ibs SBO Iba 1560Iba 1596 tea 5/Olbs 360 I1b WA 760 Wa 748Im 830Im 1092163 682 ks 885IDy 1120 Ib9 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhara®0.45 Min O.C.I UOp,Into. Abm.(Ftp,4j WA WA WA WA WA WA WA WA WA WA WA WA WA NIA Tis les CAPACITY WHICH MAY BE USED TO QUALIFY 8 1 Anchor 1 F4:0p(Fq.57 195 Na 195[be 2251bs 445 ke 622 Ns 135 de 1401bs 177 ma 370 r. 187 lbs 332 lbs 4T3IN 1701be 221 The 280 Na ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amhas@ 1.15•Min.O.C7 Fit (Fig.8. 240W9 3501be NA WA WA WA 110%, WA WA WA WA WA 3N Ioe 4121bs 5801ba ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT Ri:VtSBD • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with the Fkatida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' r--. Building Code ) Acwplmrce No�(d�028•C.� FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. Ex,imli Dale /�` 13 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. iami a Product • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \\ 7j ANGLE CLIP MUST BE USED IN PAIRS. LL .125' CONCRETE BLOCK CONCRETE SHALL CONFORM TOASTM C-90.WOOD SHALL BEPRESSURE-TREATED D r \•�t'�O\.'oCfbt SF••'•�� i FIGURE4: FIGURE 5: FIGURE6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125' I •-�r THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 78 GAUGE.STRUCTURAL STEEL TO BEAT = r lU5 _ ® ( ) 1'X2'X.126'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ; _ THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ;/"� 1 ��•• L-_ L.( Lu Z: OF t(1 A.LYNNTy1�lt�ER;A.E. 1 P.E.#58705 TABLE 2A ® x R Mullion Capacity Table IbeHO 7i Opening Wldlh(foreertica*spenNngmUllons)orOpening Helght(forhoilzonlaGysperri7gmUbn9) 501n 60 In 701n 001n 901n 100 in 120 in 1401n 1001n LL O Reptergular Trapridarg. R401m90a1 TMpRriang, RmIargulm TnlWnarg. Regmlg dar T. dans RKIl Wular TraplTOang. Reclargutar Trap/ aigrx trt . Rlarrgular Treprtl nit RBCtAnular TiapRMo. ft pan 7rapR8Ong. 1%2x.178 Leading Loadim Loafing Loading Loading Loafing Loading Loadhg Loading Loadirg Lotdig Loading Loading Loading Loading Lcadln0 Loading Loading ox u$ w AIUm.Tubeu,. ,�• S $ r p p F P Mullion g g• B S• t? 14 5 a F P f 4;W 770.0 870 170.0 435 155.3 682 170.0 4711 04 129.7 662 170.0 506 113.6 W! 169.5 515 100.9 662 168.9 617 80.8 682 W8.9 511 75.7 662 166.9 517 64.9 962 1869 617 66.7 662 16a9 517 0 W 461n 121.6 607 136.0 418 407.4 5W 119.2 440 60.8 607 108.7 403 78.0 507 1028 399 67.8 507 98.6 307 60.8 601 99,0 396 60.7 507 99.0 398 43.4 607 99.0 396 380 607 99.0 396 50.625 In 103,7 466 1148 379 86.4 456 B69 371 74.1 456 90.5 364 840 456 84.6 360 57.6 456 61.3 35T 51.8 466 80.0 356 432 456 60.0 350 37.0 456 B0.0 350 324 450 80.0 356 (n 541n B5A 400 93.3 336 71.2 400 60.0 328 61.0 400 72.7 322 53.4 400 67.3 310 47.5 400 64.0 315 427 400 623 314 35.0 400 61.8 313 30.5 400 61.8 313 28.7 400 61.6 313 W C3 B {, 601n 623 324 Gee We 51.9 324 57,5 270 44.5 324 51.2 261 389 324 46.9t26011463244 43.9 257 31.1 324 420 255 26.0 324 40.5 253 722 324 40.5 253 19.5 374 40.5 253 Ht63 M63.6 294 57.4 252 446 294 49.2 248 38.4 294 43.0 241 33,6 294 39.894 37.1 234 28.9 294 35.2 232 22.4 290 33,5 230 19.2 204 33.4 230 16.0 234 33,4 230 2661n 48,8 268 49,6 230 39.0 208 424 225 33.4 268 37.5 2221 29.2 266 34168 31.6 215 23.4 268 29.8 212 19.5 268 28.0 210 16.7 268 27.7 209 14.6 268 21.7 2099 721n 38.0 225 37.9 196 30.0 226 322 791 25.7 225 28.4 168 72.6 225 25.625 235 182 18.0 225 221 180 76.0 725 20.3 177 129 725 18.6 176 11.3 225 19.6 176 w78W 30.8 2W 320 577 25.5 202 27.2 173 21.8 202 23.9 170 19.2 202 21.502 19.7 105 15.3 202 15.4 163 728 202 16.7 160 10,9 202 15.9 158 9.0 207 16.8 150 2 78 in 283 191 29.6 168 7.48 192 25.1 1&5 20.2 1922 220 162 17.7 192 19792 18.+ 457 14.2 182 16.8 155 11,11 192 15.2 152 10.1 792 14.4 150 a9 192 14.2 150 Q J 90ln 10.6 144 19.0 128 16.4 444 16.1 126 ~ J e- 7 ¢ N o 881n 162 121 156 o yZ g0 o TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: mm© 0 0 An shot Ca se Table(lbs) ANCHOR CAP.,„,,,,,,, W 2 SuOalreta: 2.1i Canmete 3.6k Cpnc, Flpfon CMU Filed CMU PT tNood Moat (DP)X )=ANCHOR CAP."„ LIB'EX. 1/4'S9 Elco 6116'Elco 94•sS Eko 010 SIN 1 612 0kW 912 sled `MULLIONF- AnchorCllpPalkma Anchor Type: 3116*Elm Uftww 1WEimutroopn 3/1VEl.1.111acon IN'Eko Utt cm U x Q O O Ultramn A99MCWx Oltr- AOWGekr screw(G5)6pren(G5) Scrcrr(a3) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eaa6 Dioleroe(nr 1• 2-u7 1' 2-1R' 3-t16• t• 2.172' 1• 2-1rz' 2' 3.1/8- 2' 0.45- 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EL o r Z W (p Embedment(10 1-314' 1.314' 1-314' 1 we Y t-1/4' 1.114' 1414• 1-1/4' 1.114' 1-114• Y 1-wv 1118• modes ACTUAL PRESSURE REQUIREMENT FOR THE �� 5 w s:0 2 Anchun Q 4.75'Mm.O.C.1 Standard or Oftel Clip(Fig.1): 3901m 390 We 450 W5 890 In 1514 ft 210105 200 W5 354104 7401m 3741m 884 the 9401Rs 7411m 4421m S601m OPEN INGo WHEN IT IS LOWER THAN THE MULLION a mar 4 Anphas Q IAV Min.O.C.1 Slandad(W Oftel)Olp(Fg.2r 490105 1000m WA WA NIA WA 300 In, WA WA WA WA WA 682 05 0851m 11201m CAPACITY(FROM THE TABLE)OF THE SELECTED A 4 Anclsde 3'MN.O.C.I M 2x5 An*Qipe I(Fig.3r. 786W3 700 Wt a001m 1580 Wa 1098 We 640 Wa 1.1m wA T00Im 1401. Beg W3 1.1106 6021. .11. 112o as MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 pnctwre Q 045'Min.O.L.!U{21p,info.125'Alum.(Fq.41: WA WA WA WA NIA WA WA WA NIA WA WA WA WA NIA 71 in CAPACITY WHICH MAY BE USED TO QUALIFY 1 AncAW/FClip(FI9.5r. 195 Ws 195 p5 2261bt t4s Im 8221m 1351bs 1401be 1771m ]70Im IBI Im 372 toe 4731m v9 Ws 221 In zao Im ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancnare 1.15'Min.O.C.!F47f F .8' 210106 350 Ws WA WA NIA WA 180103 Wq WA WA WA WA n lbt M21o3 6601w 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: rROOUCT REVISED . • • • as complyingwith1hoFPjdh 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ^nldrlte pjp I -D2 D SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. T�•� 1.000" �-- Sxpileli0n Dale ) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I By FIGURE 3: I Mremt Noduct 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.000' • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21.23. ��4 ( LYIJ;y ��� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \` ��01�,.•••Nfv I ANGLE CLIP MUST BE USED IN PAIRS. .315' P•'• �7CErdSC ••<<-P 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED , CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED !'' No.5.0705 FIGURE 4: FIGURES: FIGURE Q YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0063.75 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045"THICK(16 GAUGE).STRUCTURAL STEELTO BE AT VX 2'X.375'MULLION LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -"O g b rl,� THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEEL,18•BS.S.OR 470 S.S. iJ •'• :•iU- Uuu-ll��JJ U��-1�1'.-..• U s,:rr F C<1; A.&NN MI4hEkIP.F. FL P.E.#58705 TABLE 3A a Mullion Capacity Table baffe) Opening Width(forvertlealy-spard mullions)orOpeningHaight(for honzonlaly-spannigmUllonv) 601n 80 in 701n 80 in BO In 100 N 120 in Me In 160 in 1 X 2.75 X Rectengular TrePfnI.g. Rectmodar Trep7Tdarp. Ractarrgular Twil"I " Rectanoar TmplTde 376 rg, RectengNer Trep/TOarry. ReetangWer Trep7Tdalg. Reclenpllar TretYMeng. RectengUrt Treplrrleng. Rectangular TreprTrlang. d Lding Loadrg Loadn9 Loadng Loafing Loafing Loading Lmdng Loading l.oe Ing Lowing LoadNa Lowing Leadng Lowing Loading Lowing lnadng . Aluoa Tuba • .. .. .+u' .& .. F •u.. ,. �c �` e� �$ E p € $ s �$ � e E E e� s E �p P E �� s p$ fi a lt. 15 m z LU 42h 170.0 620 170.0 435 170.0 714 170.0 479 170.0 860 170.0 506 17DA 992 170.0 Me 170.01 the 1 170.0 621 170.01 12401 170.0 521 148.71 1301 1170.0 621 127.6 1301 1 170.01 621 111.6 1301 170.01 521 O E 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 181.6 1139 170.0 677 138,6 11J8 170.0 680 113.9 1139 770.0 BBO 87.0 1139 170.0 1180 65.4 1139 170.0 880 _j 2 50,025 In 170,0 747 170.0 663 170,0 888 t70.0 631 167.8 1032 170.0 684 146.8 1072 170,0 723 130.5 1032 170.0 747 117.4 1032 170.0 TSB 97.9 1032 170.0 756 83,9 1032 170.0 756 73.4 1032 170,0 758 � �� N o 541n 170.0 707 170.0 812 161.3 807 170.0 691 130.2 9W 164.7 730 120.9 907 152.6 720 107.5 907 145.0 714 08.6 907 141.1 710 80.6 007 140.0 709 69.1 907 140.0 709 60.5 907 1{0.0 709 m p ch 60 in 141.1 735 151.5 625 IVA 735 130,3 611 100.8 735 116.0 699 0&2 735 106.2 500 78,4 735 99.6 583 70.5 735 95.1 675 58.8 735 81.8 674 50A 735 91.5 674 44.1 735 91.8 514 F 4C J 631n 121.9 660 130.0 570 101.6 609 111.5 657 B7.0 666 00.9 547 76.2 666 90.1 538 67,7 686 63.9 531 60.9 668 70.6 526 50.0 660 75.6 321 436 666 75.0 521 35.1 885 75.6 521 J {{ U FA 661, 108.0 007 112.4 522 60.3 607 96.1 611 75.7 607 85.0 601 68.2 607 77.7 493 56.8 607 71.5 480 53.0 607 87.6 481 44.2 607 63A 470 37.8 607 62.7 474 33.1 607 62.7 474 Z W EL 7201 61b 510 65.0 443 68.0 310 73.0 /71 SB.J 10 81.3 426 31.0 610 57.0 119 45.4 510 55.3 413 40.6 510 50.0 4011 31.0 610 43.8 402 202 510 4L4 399 25.5 510 44.3 388 fA ww ayW 761n 69.4 458 72.6 400 67.8 458 81.7 382 18.6 458 51.1 305 13.4 456 16.8 '376 38.8 158 44.8 373 34.7 459 11.6 300 28.8 158 37.7 382 20.8 450 38.0 369 21.7 158 35.7 350 J J 5 dZ 761n 84.2 135 87.0 361 63.5 175 58.6 373 15.9 435 40.8 388 40.1 435 44.7 JCA 36.7 435 10,9 355 J21 135 36.1 351 28,6 435 31.4 311 22.8 435 328 341 20.1 435 32.2 340 ¢ = r 80M 41.6 327 4J,1 20D 34.8 327 36A 285 29.0 327 31.8 260 26.1 J27 283N244 23.2 327 25.7 277 20,9 327 233 268 17.4 327 21.0 262 14.9 327 18,3 265 ZQ � Z N 4 961n 34.4 287 35.4 257 2&7 287 29.9 262 24.6 287 211.0 248 21.6 287 23.118.1 28720.0 210 17.2 287 10.3 237 14.4 207 We 232tOB In 21.2 227 21.7 205 20.2 227 20.8 201 17,3 227 18.0 198 16.7 7 i&0 (n 1111n 223 216 227 194 16.0 215 79.1 191 16,9 215 16.6 180 N Y 1201n 17.8 184 17.0 167 U Q TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d'r Z U) N Anchor Capacity Table Iba ANCHOR CAP. ,,,,, 040 9uhstmtr. 27KC..We 3.5k Cm.. HolowCMU FWedCMU PT WOW Me1a1 (OP)X( )=ANCHOR CAP.u" x 5116'Eko 1/4'SS Eko 5116'Elco 111'S9 Eko 610 Sleet 012 Steel 612 Steel Anchor Clip Patterns Anch«Type: 3116'Ek o I6hacon 111'Eko Ulirecan wuecon 3118'Elco UlGacon 114'Eko Uprecm Ap9reGalar Ullracon Aglreael« Screx(05)Screw(G5) Su"(0) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Uslam.(Ink 1. j760M P 2-712' 3-116' r 2-vr r 2-112' r 3.1/0' r 0.46• D.5V . 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embedmml(1,7 1-31C1-314• IAN' r 1-114• 1-114• 1-114' 1.114- 1.110• 1-114' 2' 1116' 1118' lade, ACTUAL PRESSURE REQUIREMENT FORTHE 2Anctro 4.75-Mh.O.C.ISteMmd«Ofealdip .1: 390Ibe 4501bs 690 lea 1644 Ms 27016, 280 Ib. 354 Ibs 740@. 314 lba 6041bs 9481be 341 IDa N21M 500 Ws OPENING,WHEN IT IS LOWER THAN THE MULLION Anchars 1.1S MN.O.C./Standard(«Offset Clip(Fig.2K 460 Be WA WA WA WA 3801bs WA WA WA WA WA. 6021bs 885110 1120lbs CITY(FROM THE TABLE)OF THE SELECTED 4 Arxtprs®3'Min.0.G 1(2&S Angle C6 l(Fig.3): IBO Ibs 660165 15601bs 1895 bs 5101bs 5601bs WA 760 an Ila the B60Ib5 1892Ihs 6B21bs BBS Ibs 1120 ps MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Aechars®0.45'Min.O.C.l U421p,N1a.125'Akm.(Fig.47 WA WA WA WA WA WA WA WA WA WA WA WA NIA T151W CAPACITY WHICH MAY BE USED TO QUALIFYI AndarlFLlipTig.Sr 1951bs 225161 44510 6221bs 1351ba 14O Iba 177160 310Ina 1071he 332M 47316, 170169 2211M 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2AMbore IAV Min.QCI F.CII Fig,By 240@9 WA WA w" WA 190161 WA WA WA WA WA 341161 4421be 56010.1 ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISBD as complying wish the Florkk ""'ding Code FIGURE 1: FIGURE 2: Acttptm+ec No 1 •03 TABLE NOTES:to B6piretion Data 2D$I -'•1 1.000' �-- 07 i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi li add M1Oduct ConMl FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111 L X1 \`��t��C\( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.7`x" ��,.• 1�CENSF Fi(9 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �'•' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No...r,Li705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - FIGURE 4: URES: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED 375' _ 0•. 1 6 FFI-G-p� YELLOW SOUTHERN PINE W ITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" 810 !,(! THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 11"X 2.75'X.375'MULLION ;(��•,, S/1 E F �.': • LEAST.1 25"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •.•FLORID..•'•C���� THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. i��S+S�•'1�(/, A(Ll/t11 �(v)1 ER;P.E. FL #58705 TABLE 4A Mullion Capitchy Table Ibise g r Opening Width(for verflca*spaM nitflors)or Opening Height(for hodwrtal!Y-spe mulions) 501n 601n TO In I00 In 901. 1001n 1201n 1401n 180 In 1 x 2,76 x Ralenpdar TrayMang. Rectwngular Ttlydwg. Reclanprlar TrW111I rM. RaclerpUer Trep(Tdana. Reclang ler Trapr7daM. Roclerp dBr TraplTdeng Realongular Trap7T11wng. ReClazigAer Trepri'den9. Reclengar TreMdmg. Loafing Loafing Loafing Loafing Loadn9 Lowing Lowing Ladng Loading Leedna Loadng Load% Loadmg LoadrM Loafing Loadng Loadog Loadrig .860 Alum. 0 Tube „ ' r r r a_ •a '� p n '',. •� �' o G,. �' _ a i i LL Mullion 9 B 1) ffi o 9 �B 8 6 B B N U e U U 0, V U U V U V U U V U U U U U U v U a Al o F 42h 170.0 820 170.0 435 170.0 7U 170.0 478 170.0 080 170.0 506 170.0 602 170.8 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 14M 170.0 521 158.7 1820 170.0 521 1388 1620 170.0 521 _-1 W 48 In 170.0 708 170.0 524 170.0 050 170.0 581 170.0 992 170,0 830 170.0 1133 170.13 fiat 170.0 1275 170.0 677 170.0 1417 170,0 680 1 141.7 1417 170.0 680 121.6 1417 170.0 680 108,3 1417 170.0 680 7 = 60.625 In 170.0 747 170.01 563 170.0 808 170.0 631 170.0 1048 170.0 604 170.0 1195 170.1) 723 1628 1286 1740 747 146.3 1286 170.0 756 121.9 1288 170.0 758 104.5 1200 170.0 756 81.4 1288 170.0 758 W o o O 54 In 170.0 797 170.0 612 170.0 VA 170.0 691 170.0 1110 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 858 100.5 1130 170.0 881 86.1 1130 170.0 881 75.3 1130 170.0 891 m O 1- 00 (A SO It 170.0 885 170.0 701 148.5 D15 102.3 701 1255 015 144.5 740 100.8 915 1323 73S 07.6 915 123.0 726 87.8 915 118.5 720 71.2 915 114.4 115 62.5 015 114.4 715 54.0 915 114.4 715 ♦- = 83h 151,0 670 161.9 710 128.5 030 138.8 804 1085 630 123.2 681 91.9 630 1122 870 81.4 830 101.8 682 799 830 99,4 850 83.3 1130 BI.S 019 54.2 630 84,1 846 47.4 870 01.1 810 W m Tp 68 In 132.1 757 140.0 850 110.0 757 119.6 630 04.3 757 105.9 821 925 751 88.1 814 73A 757 80.1 a0 68.0 757 64.2 600 55.0 757 70.0 693 47,2 757 76.2 591 41,3 757 78.2 581 S 72in 1D1.7 038 100.8 552 04.0 838 OLD 640 72.7 638 80.1 530 03,0 838 722 521 645 038 158.5 614 50.9 83a 62.3 500 424 038 57.2 500 38.3 838 55.3 467 119 036 552 197 � J� sW CD S IZ 781n 80.5 571 00.4 480 721 571 78.8 408 B. 571 87.4 479 64,1 671 80.6 471 48.0 571 55.5 404 43.2 671 61.8 459 38.0 571 47.0 451 30.8 571 44.8 447 27.0 571 44.6 Ma Q mom, Talo 80.0 512 83.4 474 68.7 542 70.6 185 57.1 542 62.1 156 58.0 512 557 146 44.4 542 51,e 442 440 542 47.6 437 313 542 42.0 429 26.8 512 48.6 425 25.0 512 40.1 121 Z p Q N 00 In 52.1 407 53.7 301 43.4 407 45.4 3% 37.2 407 3B.6 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 29.8 334 21.7 407 28,1 327 18.6 401 24,1 371 18.3 407 23.0 MI] Z O 00 Ba In 426 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 350 289 304 23.8 350 28.1 300 21.5 356 24.0 206 17.0 358 21.0 260 15.3 358 19.2 284 N x SO B� 108 In 30.1 281 30.6 255 25.1 283 �Z. 251 21.6 283 22.5 247 18.0 283 19.9 2nd 16,7 283 18.0 240 15.1 283 18.5 737 W L' 111 h 27.8 287 28.3 242 23.1 267 238 19,6 267 20.6 235 17.3 267 18.3 231 15.4 287 16.5 228 N (x12o In 220 719 71,3 200 18.3 228 205 15.7 228 16.2 202 Q x Q O O TABLE 4B Z ANCHO CAPACITY ADJUSTMENT FORMULA: m O Anchor C act Table Ibe ANCHOR CAP. F- 1)g0 Substrate: 2.7k Ca rete 3.5k Cont. HoOcw CMU F91ed CAU PT Wood Metal (DP o)X( )=ANCHOR CAP... 5116'Eko 114'89 Eko 5118'Eko tf4•SS Eko Y10 Steel Y1231ee1 Y12 Sled MULLION CAP.,,,,,,,, Anchor Cllp Patteme Anchor type: 3116'Elm Ul6acon 114'Elco Ultram Ul9aon x/B'Eko Ulfraon 1!4'Eko UNacan A00reGalor Ullmcon AgWeW& Screw(05)13 a (G5) Screw(G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Csrence(m): 1• 2-Irl* 1. 2-In' 3-116• 1• 2-lIr r 24fr 2' 3.08• 21 0.48• o.64- 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Mk 1•314' 1.3V• 1-34' 1-3P r 1--l/4'- 946 -114' 1-1N' 1•tM' 1-114' 1.114• 1-1f4' r 1-16' i-VON feriae ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aalkn@4.75'Min.O.C.f Standard or OYad Clip(Fig.1): 390 ft 39016. aso 1136 ego lbs 16a41ba 276Ibs 280169 334!be 740 lb. 374 1w 6841W 916IDe 141 ms 442 lbs sag los OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhwa®1.15-Min.O.C.I Slandwd(or Oesel)COP(Fb.2Y 4801135 700 Ns WA NIA WA WA 3801b9 WA WA WA WA WA 682166 B85I 112095 CAPACITY(F ROM THE TABLE)OF THE SELECTED 4 Aalora®3'•MJn.D.C.1(2)245 Angle Ceps/(Fig.3): TOO W 780 w 8801bs 1560169 18961ba 6401be 5601bs NIA 760 We 746[bs 8801be 15921bs 0821b9 886 fie 11201b5 MULLION.IT WILL YIELD A MIN[MUM ANCHOR 2 Anctan®0.45'MIn.O,C.1 Vat Inlo.125•Alum.(Fig I)c WA WA WA WA WA WA WA WA WA WA WA WA WA 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anobor f F4:fq(Fb.5): IBS Lbs 195Ibe 225lba 445 @w 671 he 135 Lbs 140!be 177109 370 @s "1871be 3321W 4731bs Ito lbs 221 Iba 280lba ADDITIONAL ANCHOR OPTIONS FROM THE 2 AaMm®1.18'Mh.O.CI F{41 (Fq.al' 240 @a 350 Ns WA WA WA WA 180169 WA WA WA WA WA 7416*s 1421136 5601bs ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. :1s rnmplyin6 vvllh Choto Florid B.IldinBCodd t6,O2a&.03 FIGURE 1: FIGURE 2: TABLE NOTES: Acecptamm No -•-� 1.000' r•-- Papinaliar Date x$01( • 401)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 7- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I n ' I` Mimn de P�qt�ct 11111 , 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � 1 3: '``'`�•'• E.IJSE'C FIGURE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" Q�.•' f•1C • . • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ••,-;T FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4': NG.68705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .650' �r J,[ 0• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED ;''. L'v : 111 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125' U•. 5'iAT1-OF Z. THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT - �• '•..FI.UFt4D?•• (� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76"X.050'MULLION ��s��'••••-• \'v: THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,i8-88.S.OR 410 S.S. ..JJ 'If111111`1 A,LYNN MILLER,P.E. FL P.E.#56705 TABLE5A e Multlon Ca ae Tabl6 IboAf rgmtlllons)orOpaning Height(fothoria9nta"perrirgmUfiore) SOIn 60 in 701n 00ti 80b t00N 120 in 1101n 180N 42tl o Reclangdar TrWTAeng. R4cloo-W TrWTrierg. TraplTAerg. ReclangWd' TreprtAang. R4ctengder Trap111tang. R"wwler T1aplTdenp. RecWrglaar Trap/fAeAg. Reclenguler T140dang. o R 1"x3.125"x LOadnO Loadne LOadn9 LoadnO Lo6dng Lo0dnA Losdng Loafing Loading Loafing La¢dng Lwdng Loadn9 Loadn9 Loadrg Loe�Ing Lo44n0 Lsadn9 0� u .£`� cu�d Vs`� auae,grc-• £ie u�e� s€=, Fue'rc Foo•� Fya ui�� .£a fs€ .£ Ing Ls_tt� s`em. d�-,. fi$� �aa: m £u ufB�o' d oa: c`s�<. d8rc �u• u$.o�, £`� £• 6 •`,. s U u u u0 .500"Alum Tube Mull is e N° i; m s 1W-- 12 12N 170.0 820 170.0 435 170.0 741 170.0 478 170,0 86D 1700 506 170.0 BB2 170.0 519 170.0 1110 170.0 521 570.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1602 170.0 521 W /8N 170.0 700 170.0 524 170.0 050 170.0 604 170.0 082 170.0 M0 170.0 1137 170.0 681 170.0 1275 170.0 677 170.0 1417 170,0 680 157.7 1577 170.0 800 MA 1571 110.0 680 116.2 1577 170.0 680 � �� � 50.025 In 170.0 747 170.0 563 170.0 we 110,0 631 170.0 1048 170.0 694 170.0 1105 170.0 723 1700 1345 170.0 747 170.0 1484 170.0 756 141.7 1405 170.0 756 121.5 1495 t70.0 758 108.3 1485 1700 756 LU C3 Q 64 N 170.0 707 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 B03 INA 1401 170.0 837 149.6 1401 170.0 856 124.6 1401 170.0 861 106.8 1101 170.0 001 93.4 1401 170,0 801 m M 7 170.0 885 170.0 701 170.0 1003 170.0 707 158.5 1156 170.0 876 138.7 r74 026 123.3 1156 08.5 917 111.0 1156 140.7 910 026 1156 144.5 003 70.3 1168 144.5 903 50.4 1158 144.6 803 1- 631n 170.0 930 170.0 745 158.8 1019 170.0 650 137.0 1049 155.5 000 118.5 1049 106,5 1049 132.0 8316 95.0 ID49 125,5 528 70.9 1049 118.3 620 OB.5 1049 115.9 919 50.9 1019 118.8 810 U BS In 166.8 065 170.0 789 139.0 055 155.3 801 110.1 055 133.7 788 104.2 9% 775 82.0 955 112.6 765 63.4 055 108.1 757 69.6 955 99.6 718 69.6 955 88.7 748 52.1 955 88.7 748 ? Wd j 721n 128.5 803 134.9 697 107.0 603 114.8 662 91.6 803 101.1 670 60.3 603 559 71.4 803 53.8 049 64.2 903 79.6 642 53.5 803 721 832 45.9 603 09.8 628 40.1 803 98.7 B27 fA W u 1z 70 In 100.2 721 114.1 629 91.0 72l 97.0 516 75.0 721 85.1 005 66.3 721 $95 607 721 70.1 588 64.6 72t 65.4 570 45.6 721 59A 589 38.0 721 56.6 561 34.1 721 56.1 563 76 N 10.0 604 105.4 599 04.2 861 80.4 557 722 604 76.4 616 63.1 801 667 58.1 654 04.4 658 50.5 684 68.8 551 42.1 881 54.1 511 38.1 694 51.3 530 31.6 894 50.8 534 ZQ01n 55.6 511 07.8 458 54.8 611 67.3 449 47.0 614 60.9 HO 41.1 514 433 36.6 514 !0.5 427 329 614 37.3 421 27.4 611 33.0 412 23.5 511 30,4 400 20.8 6f4 29.0 403 h u<z o BB In 641 452 35.7 401 151 462 l7.0 398 38.7 452 40.8 390 33.0 452 30.4 384 310.1 452 312.9 370 27.1 152 30.31 373 22.6 152 20.8 305 16.1 452 2{1 358 1S.9 162 229 355 In X 4 mfr �h o 108N 36.1 SST 316.0 322 31.7 357 327 5f7 27.2 357 2&/ 312 21.8 157 �21- 21.1 797 22.7 703 10.0 3157 20.8 299 15.9 357 18.0 293 13.6 397 15.2 287 11.0 357 15.0 283 CV 1111n 35.1 338 35.0 3108 28.2 359 30.1 3101 25.0 338 26.1 290 21.0 SJ6 19.5 330 20.6 280 17.5 736 18.0 284 11.6 338 16.6 270 12.6 3310 14.0 273 11.0 3138 13.6 269 M to (n 120N 27.7 209 28.2 263 23.1 289 23.7 259 18.0 269 20.5 256 17.3 289 10.5 252 ti.! 289 16.3 248 13.8 288 14.8 240 11.8 289 128 210 B.9 269 11.4 238 6.7 289 10.4 232 Q X Q O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCe 9U Table Itn ANCHOR CAP.,,_,_ su0d181e: 233 COrxlde 3.5k C(nt. M o6 a4U FWw CMU PTWwO Mdd (DP,)X( >=ANCHOR CAP.,", YIP EILO 14'SS E%o 5N5 fJco 11C SS Elto NIO Sled N72 Sled N123ted MULLION CAP.,_, , AnchOrCllp Pollema 311P VCO Wrsm vb'E%ou0racon u0won 9t5 Eicoudrum v4•E%oU62ton A9PCGdor UlOacm I Agomwlor 5cMw(G5)sclw(G5) Scrw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Eow 0131mep t• 2-1Jz 1• 2-1/2• 31111' 1• 2-VZ 1• 2-11z z 31111' 1 z 0.46• 05C 0324• CAPACITY REQUIRED'CORRESPONDING TO AN E1ntedAMI n 1ar4• I-TV 1-74• 11+4• 21 t-v4• 1-vv 1414• 1-1111' 1.141 1-1m z 1"* 111P "ales ACTUAL PRESSURE REQUIREMENT FOR THE n®4.75 MIA O.C.T SW=aOrWCA (Fig 1 390105 390 Its 45D 015 090 Its 5641 IDS 2/0105 28D 354®5 MOWS 314 IDs 861 MS Its 341 IDS 442 ms ma OPENING,WHEN IT IS LOWER THAN THE MULLION I Arehm@ 1.15'MN C.C.I Stand=(XG(Set)Cop N pd NIA WA WA CAPACITY(FROM THE TABLE)OF THE SELECTED r1: s p1g 37 7BO Ibs 78O 9s SAO IM 15w 9>6 1606105 51oa>s t60lrs Nr T60I06 7411 las ee0 us te�1Bs 0420n 9651611 N2olta MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anct78s�0.45'MN O.GJUCip,0no.125 Alum.(F NIA wA NTA WA I1n NTA WA NIA WA NIA wA 11 HIA IgA 10x3 ms CAPACITY WHICH MAY BE USED TO QUALIFY 1 AmhWIF-CUPOR9 al 105 Ns 1961Ds 726IOs 445100 621m 1351Ds 14D Ba 177V 370105 1071bs 332104 4731Ds 1700)5 721 Na 780104 ADDITION LAN OPTIONS FROM THE 2 ArKhM@ 1.15 MIA,O.CJ F-0 (91;611 2401b 350106 NfA WA NIA N/A 1801Ds NIA WA NIA WA WA 947104 /ag RS 105 ANCHD CITY TA NOTE FOR THE OFFSET CLIP,USE THE SAME ANC TERNANDANCHORVAL SAS THE STANDARD CUP, pIiODUC'1'RLiVISEP os wnnplyin8 wilh 9111 Flo" Rodding Code Acceplanw No«'��i{8.0� FIGURE I: FIGURE 2: TA LE NOTES: 8 �rau on Daln X02) 1)S SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOA ING. By SEE HEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miario P/odue4 51111111 2) NEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 9125° �• �V •;I 1//� T�� FIGURE 3: �C''�pEht S7= '•.F4� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-3. �•' 1-0 • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • Nu.STi705 ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500° Q �b� yCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATED "0 • ( _FIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" � 5ii�l( THICK STEELSTUDSTO BEAMINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 14X(1-VF MULLONLLION ;'71``•..•�L O.... ••'•\�j�,� LEAST.125"THICK AND 130.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND Sc ..• C'•�, THE MATERIAL.010 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. TTT rj r'«)�`;F\�•�1`� A.LYII IN JIILER,P.E. FL P.E.4 58705 TABLE 6A Mullion Capacity Table Ib111H2 Opening Width(for vaillicaN-spanning mililons)or Opening Haight(for hoOzontally-sparding millions) NEI 501n 601n 701n BO In 901n 1001a 120 in 1401n 1601Reclnwlar T,*Td19. ReclmgLdw TrwTdeng. Rectanwlar Trap/Tdmg. ReelenpJer TraplTdanp. ReclarlgJar TralJTdenp. Rectanguar Treplydeng. Rectangular Tro11`Tdmg. RectengJer TraDRdang. Reclanwla Traprllfsnp.1x4%.126 LOndinu Wading LoafingWading L.Arig Loedrg Ldg Lond.g Loading Loadng Leading Loading Lae&g Loadn9 Leading Loedne L.adng Leadrgw Alum.Tube €. Mullion a� � � & z � � UJ Ir- 421 170.0 820 170.0 435 170.0 7N 170.0 478 170.0 668 110.0 We 170.0 882 170.0 010 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 145.8 1489 170.0 521 127.6 1469 170.0 621 O W 481 170.0 706 170.0 524 170.0 638 170.0 881 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 150.3 1307 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 880 87.7 1303 170.0 680 _ 50.625112 170.0 747 170.0 583 170.0 898 170.0 871 170.0 16/8 170.0 861 170.0 1195 170.0 72] 158.1 1235 170.0 7!7 140.6 1235 170.0 758 117.1 1235 170.0 766 IOOA 1233 170.0 756 67.6 1233 170.0 768 B LLJ 641. 170.0 707 170.0 812 170.0 858 170.0 BB1 170A 1118 170.0 764 154.1 1158 170.0 807 137.2 1156 1740 837 127.6 1156 1740 636 1028 1158 170.0 861 682 1158 170.0 6141 77.2 1166 170.0 861 O O M 61 In 170.0 647 110.0 101 188.7 1042 170.0 787 1428 1042 161.1 532 125.1 1012 148.7 615 111.2 1042 136.8 601 100.0 1042 130.2 791 63.4 1942 123.1 782 71.6 1012 1x5,1 782 826 1042 125.1 762 h t0 J 631 170.0 030 170.4 715 1512 892 167.8 618 129.8 992 144.4 789 113.4 992 1]1.0 782 1o0.e 992 121,4 768 90,7 881 111.0 738 75.6 892 IOB.4 717 64.0 992 108.0 714 68.7 982 105.0 711 J p 681 185.4 047 170.0 769 137.8 947 145.0 7116 116,1 947 130.3 76B 103.4 947 117.7 732 91.9 817 106.7 738 a2.7 047 102.2 727 68.9 947 05.1 713 59.1 047 94,0 711 51.7 947 94.0 711 z 4'n 6 m d 7211 135.9 649 1127 737 113.2 649 121.6 722 07.0 840 100.8 708 84.8 648 844 686 75.5 619 69.7 886 87.9 &0 827 675 68.6 849 75.3 659 16.6 919 726 652 126 618 72.1 651 W a 70 In 116.6 782 120.7 665 96.3 782 102.6 652 526 762 90.0 610 72.2 762 00.9 628 84.2 762 74.2 620 67.8 762 89.2 813 46.1 762 62.8 602 41.3 762 59.8 687 36.1 782 69.4 595 jZ ° q J 781 108.9 724 111.4 671 69.0 724 81.8 621 76.3 7xA 82.9 809 60.6 724 74.4F31.0 24 60.1 691 63.4 724 83.4 583 44.5 724 57.3 673 38.2 724 51.3 687 33A 724 63.0 385 J r 90 In_ 89.8 6q 71.8 163 68.0 513 80.7 471 49.7 fi13 62.9 488 43.6 613 47.113 42.8 452 34.8 543 39.5 446 29.0 60 34.9 430 x4.6 543 32,1 430 21.7 643 30.7 426 Q Z O N 081 57.3 470 58.9 427 47.6 478 49.7 419 40.0 478 43.2 {12- 35.6 478 38.578 34.9 400 2&7 478 320 385 23.9 476 28,1 386 20.5 476 25.6 380 17.9 47a 24.2 376 U) L0O bINIn 40.3 377 41.1 341 33.5 377 34.6 335 20.8 771 30,0 330 25.2 377 26.877 24.0 321 20.1 377 22,0 317 18.0 377 18.0 310 14.4 377 17.1r111112 371 357 37.6 323 70.8 357 St.e 318 28.5 337 21.6 313 23.2 337 24.1157 22.0 305 18.6 367 20.1 301 15.4 357 17A 284 XY120h 28.3 300 29.8 270 24.5 SOB 25.1 274 21.0 306 21.7 270 18.3 308 18.2308 17.3 263 U x q ? 1411n 17.0 212 17.2 196 q O Q TABLE 6B '�.-��� o ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorC act Table b• a� ANCHOR CAP.,,„,,,, suMlmta: 2.7k Camrele 45k Cmc. Fidlow CMU fYted CMU PT woad Metal (DP,)X( >=ANCHOR CAP.,,, 51167 Elco 114'SS EV,.5118•Eke 114'SS Eko 1110 Sled 02 Steel 51281ed MULLION CAP.,•,,,,,,,, Anchor Clip Patteme Anchor Type: 3I18'Eko U6pcon 1146 Eta Ukeeon Ubocon 3'16•Eko Uuecm 1144 Elea Uttrecm Ag9recalor Ulu.. AggreGatar Gl,W(05)Scle (GS) Scr-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edpa Mune 9nk 1• 2-1m 1' 2-Ur 3.110' 1, 2.112' r 2.12• r 3.118- r 0.48• 0.54- 6.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednmt(1k 1.314• 1.314' 1.314• 1-3/4' r 1.114• 1.114' 1-1/4' 1-111• 1-114• 1-1/4• r har tale' vedes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctars®4.75'Min.O.C.7 S1eMard or Oftel CAD(Fig.la2Y 390 M 3901be 450lba SDO roe 1644 Na 2714912 xe0lba SS41ba T40IW 371169 884Ibs 9461bs 341 Ib5 412 ha 5601as OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.25-Min.O.C.I Standard(or Oftel)CIID(Fig,3): 7001ba 700 lbs 580 lbs 14101ba 0521b8 WA 560 lbs WA 630 ne WA 880 lbs WA 682 ft B85lbe 1120 MCAPACITY(FROM THE TABLE)OF THE SELECTED IlAmb.a®1.15'MIn.O.CJ 51arAard(o,0IbeU C6p ft 4) 060@8 1400 lbs NIA NIA WA WA 760 lbs WA WA WA WA WA 1383 W. 17701ba 2210 ft MULLION.IT WILL YIELD A MINIMUM ANCHOR 4-A..®r Min.O.C.1(2)2145 Angie Clip Ifig.5): 780 1 780 Ills 680Iba 156011,5 1896 ha 6401bs 560lbs WA 760 W 74616. 880lb. 1802 IW 682 W BBS IM 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 0 X-mh- 3•Mtn O.C.! 2.5 Aaph C9pe 1 .fiY 11T01bs 117.3168 1020 W1- 7340 Me 28441ba 810 @5 6101as WA 1140105 1122 roe 1320 qs 28361.3. 102216.3 1327las 1080 he ADDITIONAL ANCHOR OPTIONS FROM THE 4 An:Ma OAS'Mn.D.C.I U{21p,In1o.12Y Ahem.(Fig.73 WA WA WA WA WA WA WA WA WA MA WA WA WA NIA 14701bs 1 ANCHOR CAPACITY TABLE. 2 Amba.Q 2 2S MIM O.CJ F-Op(Fig.Btf 350 M, 350 W1- 280 Ws 705 be; 470 bs WA 280 The WA 315 As WA 1 4401bs WA 341 @e 4121.. 1 b601. PRODUCT RF,VISED 4 Anchm 0 1.15•Min,O,CJ F47Ip ft.91 18016+ 700 Ilia WA WA WA WA 380 lbs NIA WA WA NIA WA 602 W 885 lbs 1`120 lbs 13 crlilnmIlyingCwith the Fluid• 1.000• Bcn:ptanp gc0de1�6Z1a,0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -'-I I'- Acc Nto Expiration Dale Wz( TABLE NOTES: Ry FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Ivhaml de t-A 1St nTd • • • • • • • • • 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 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �\>�`�•Jccl`SF (!��' • • • • • • • • • • ��'• '•,i4'' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" t. 10 56705 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. ,C) a- r' J 16 :' r (r { Ul • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' >,•. /�L�,IyI(t h.•'• SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL 'i r 15`x•-'.•• STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(1 B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK � 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.1110& 1•%4'X.125' A.LYNNII LER,P.E. H12 ANCHORS INTO WOOD MAY BE STEEL,18-BS.S.OR 410 S.S. MULLION FLP.E.q 58705 TABLE 7A • i Mullion Capacityf Table Ibse A R Opening Width(for wevically-sparning mullions)or Opening Height(for horizortally-spannIng mullians) 601n 801n 701n 80 in so N 100 in 1 1201- 140 in 1601n 1%4X.376 IteclanPier lta4dTdan9. Reclenpuler Tm{JTdan9. ReclanV3lar TrapRdan& Rectangrdm Trepfrdenp. Recten9dar 7rapRdanp. Reclerlpular TrapRdme• Realarpuler 7repfida-p. Reelan9dar irapRda3re• Rectanpuler Trap7Tden9. a K Laadng Loadrlg Loedrg LaedN9 Londtrl9 Loafing laedn0 Loadhl9 Lowing Laadnit 'Loedn9 Loading Loadig Lnndfn0 Loading load.e LaadnB lasdng �oY r0 Alum.Tube &.7., a r a a p s F a r p F a a i F k P x a a LL Mullions N $ s e e� m w asp s z 421. 170.0 620 170,0 435 170.13 744 170.0 478 170.0 888 170.0 606 170.0 992 170.0 518 170.0 1116 170.0 521 170.0 1240 17D.0 521 170.0 1486 170.0 621 170.0 1735 170.0 521 170.0 1907 170.0 521 O UjW 481n 170.0 706 170.0 524 170.0 850 170.0 584 170.0 082 170.0 830 170.0 1133 170,0 601 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 860 170.0 1983 110.0 880 151.6 2024 170.0 680 50.825In 170.0 747 170.0 863 170.0 896 170.0 631 170.0 11348 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 75a 158.0 1919 170.0 756 138.6 1819 170.0 766 2 m U) o 54 in V0.0 797 170.0 812 170.0 SW 170.0 691 Wail 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 831 170.0 1594 170.0 856 158.9 1799 170.0 661 137.1 1709 170.0 681 120.0 1799 170.0 881 m M � 601. 170.0 885 170.0 701 170.0 1063 170.0 787 170,0 1240 170.0 576 170.0 1417 170.0 944 170,0 1594 170,0 996 155.5 1619 170.0 1033 129.8 1819 170.0 1083 111.0 1619 170.0 1083 87.2 1619 170.0 1063 t0 J 63 In 170.0 910 170.0 745 170.0 111$ 170.0 B50 170.0 1302 170.0 940 170.0 1458 170.0 1016 166.7 1542 170.0 1076 141.0 1542 170.0 1122 IVA 1542 168.6 1156 100.7 1542 167.9 1161 85.1 1542 167.9 1167 � 'J 661n 170.0 974 170.0 789 170.0 1169 170.0 003 170.0 1304 170.0 1002 460.8 1472 170.0 1086 142.6 1472 168.6 1148 126.5 1472 158.8 1130 107.1 1472 147.0 1106 91.8 1472 146.0 1104 00.3 1472 146.0 1104 Z w y' m }} 721n 170.0 1063 170.0 076 170.0 1275 170.0 1009 150.8 1320 19a2 1101 132.0 1320 149.9 1082 117.3 1320 137,8 1068 105.6 1320 12&5 1049 880 1320 117.0 1024 75.4 1320 1126 1013 56.0 1320 112.6 1012 9p� 7 761n 170.0 1122 170.0 937 149,6 1184 159.4 1013 128.2 1184 139,9 994 112.2 1164 125.1 978 99.7 1104 115.3 984 69.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 93.1 927 58.1 1184 02.3 925 = D-)S u Z W lain 166.1 1124 170.0 957 138.4 112! 147.0 985 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 818 83.0 1124 88.6 908 89.2 1124 89.0 690 59.3 1124 84.3 601 51.9 1124 83.2 878 Q ~ = Q N `o 901n 108.1 544 111.6 760 90.1 844 94.1 736 77.2 844 52.1 724 67.6 844 73.3 712 60.1 644 66.6 702 54.0 844 61.1 693 45.0 844 54.2 678 36.8 BM 50.0 666 33.6 844 47.7 662 Q Z r, 96 in 89.1 742 91.5 581 74.2 742 77.2 652 63.8 742 67.2 ell 55.7 742 59.8 631 49.6 742 54.1 622 44.5 742 49.8 614 37.1 742 43.5 600 31.8 742 39.8 600 27.8 742 37.5 584 t-" ..0 o WS In 02.6 588 63.9 530 62.1 588 63.6 521 44.7 588 46.8 513 39.1 556 41.4 505 34.8 686 37.3 498 31.3 586 34.2 4912 28.1 566 20.6 481 22.3 506 26.6 472 19.5 568 24.7 466 M - LLI IIIIn 67.8 555 65.8 W3 48.0 655 49.6 495 41.2 655 42.9 487 35.0 655 38.0 480 32.0 555 34.2 473 26.8 556 11.3 407 24.0 655 27.1 457 20.0 555 24.3 448 16.0 SW 22.4 442 Y 3201- 45.0 475 46.1 4J] 36.0 ITS 39.0 !28 12.6 475 31.7 420 28.6 475 29.8 {14 26.3 476 26.8 409 228 473 2{.5 461 19,0 {76 21.1 395 18.3 176 1&7 787 14.3 476 17.2 361 X 1441. 26.4 330 26.7 305 22.0 ]30 224 301 te.9 330 19,3 287 16.5 330 n.9293 ¢ ¢ O O asp zm0 s0 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: u Dna. Anchor Capacity Table lbs ANCHOR CAP.,a,,,,, +� Of�§ 8ul.lmle: 233 Cele 7.5k Cane Hou"CMU Filled CMU PT Wood Metal (DP,,,)X{ >=ANCHOR CAP.,,, 3.16'Etc' 114'SS Elco 5116'Elco 11r SS Elco 810 steel X12 Steel 812 Sled MULLION Anchor Type: Lib'Elea UlBacon 114'Ebo Uuraean 3718'Eko UlbOcon 11d-Eko UDroem Anchor Clip Patterns ul6ecan Awm0alar uuma-n Awreoator Screw(G5)Screw(GS) screw(GS) USE THIS FORMULA 70 OBTAIN THE'ANCHOR Edge Distance(i3): r 2-1r IN 2-172- 346' if 2-Ir14 1' 2-1rr 2- 3-176' 2' 0.48' 0.54' o.37A• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(61). 1.314' +-314' 1-Y4- 1-314' r 1414' 1-114^ 1-11C 1.114' aur 1-106• r 1-yr tare• lw.s ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom9415'Min.O.C.I Standard w O%el Mp(Fig.152L 390 lbs 3909. 4501bs 806 n. 16449. 270930 2801bs 354 Iha 740 IM 3741bs 8841bs wbs 341 lbs 442 lbs 500 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.2-7 Min.O.C./Slandwd(a Oftel)Op(Fp.3): 700 Rbmobsi 0Ibs 14101bs 952 IM WA 560IM WA Sao lb, WA 880 lbs WA 6021" "1 Ins 1120 IDB CAPACITY(FROM THE TABLE)OF THE SELECTED CArbhom@1.15-Mn.O.C.I SkMerd(o O54en Clip".4k SW[b, A WA WA WA 760lb5 WA WA WA WA WA 13839. 1770 ros 2210 qs MULLION,IT WILL YIELD A MINIMUM ANCHOR 4 Anchorsa 3'Min.O.C.1(2)255 Angle ales I(Fig.5): 780 VAD Ibs 1560 lbs 1890 rM 540 In 56016s WA 760 IW 748 lbs 6601ba 1892 It 682 ft BBS Ihs 7120 tba CAPACITY WHICH MAY BE USED TO QUALIFY 9 Anc.ws a r MIn.O.C.f(2)245 An91a Cliq I(Fla.O), 1170105 1170 1b. 0 roc lb. 2644 @a et0 lbs 84016+ WA ii2lbs 1122 toe 1320 0. 2838[I* 10221. u2r Iw" laeo ISa ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anclpm®OA5'Min.O.G 1 ULllp,kb.125'AWm.(Flp.7T. WAA WA WA WA WA WA WA WA IV WA WA NfA 1410 ro9 ANCHOR CAPACITY TABLE 2 Arclrom 49225'Min.O.CI FLAP 1pI9.917 350 rosO Iba 705 ft 478 Ws NIA 2001M WA 315 be WA 440168 WA 3d11bs 44216a 580@5 iRODl1CT R[iVISL•D 4 Anch m a 1.IV MIR.O.C./F alp(Fig.9L 4801b0WA WA WA WA 380 lbs WA NIA WA WA WA 602 Aq 855 im 71x0 roe as complying lvllh Ya Florid• Building Cnde NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --1 1.062' 1.000' f-•-- Acocplance IVu IE._Q ZfB,o� B piral -Dole 2021 TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE FIGURE 9: i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MIant d0lroducl • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t 1 I I I I f 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, p,�,,. ••••.. /�. i • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' @ ''c SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000" r Nu,58•/py SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. A FIGURE 5: FIGURE 6: FIGURE 7: - � f)-'- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND ••,(jQ•�/JQ,� �6 I.11 • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE T TE-,}I��(�I ill • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0ALUMINUM SHALL BE r, - -- " 6063-75 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A A MINIMUM GRADE 33 AND.045' ,375" .375' • • THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS ANGLE CLIPFIGURES 586 MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.N10 1'X 4"X.375' � 1"X 4'X.375" 1' I` �� CLIP( ) ANCHORS INTO WOOD MAYBE STEEL,1 B-8 S.S.OR 410 S.S. "T"-MULLION MULLION A.LVNN'MILLE'�2,P.E. FL REA 58705 TABLE 8A appl Mullion Capacity Table IbsMe 'x ld Opening Width(forverticely-sparring mutons)arOpening Height(for horl rdely-spalvingm1ikons) C 50In 601n 701n 801n 901n too in 1201n 14061 160 In Rectenpuler 7tepRdeng. Wctanpulm vondeng. Red-Wier Trop7Tdwg• Reclenguler TmRTdang. Rectangular Trapr7darlp. RoclervAer TrWTdeng. Reclangulor -no deng. It otmrtda TWTdeng. Rectm ler TrspM.G. psT 1.26"x Lcadng Loading Loafing Loafing Loaoing LoodnB Loafing Loa,On9 Loafing Leadnp Loafing Loafing Loadlg Loedn9 loadn2 Loafing Loafing Laadng may, w 3.188"x .266"AtT .F E .F s�•.. & -§ ,. F & :� S F �S �' S F o LL 7ubeMull >l� a $ g� a a� � a a g a 8 a C4 is B � d t7 d � 5 8 � 04 8 de � 6 8 8 d d � c7 a b � �^ b Sa d t9a S d� z to 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 886 170.0 508 170.0 BB2 170.0 519 170.0 1116 170.0 521 170.0 1N0 170.0 521 170.01 1468 170.0 5211 170.0 1735 170.0 521 151.0 1769 170.0 521 46 In 170.0 700 170.0 624 170.0 850 170.0 564 170.0 891 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 671 170.0 1117 170.0 660 154.8 1318 170.0 rAO 1327 1548 170.0 680 116.1 1548 170.0 560 W 7 = 60.6251. 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1315 170.0 747 167.0 1468 170.0 756 139.2 1188 170.0 766 1 118.3 1468 170.01 756 164.4 1486 170.0 758 W o O 541n 170.0 797 170.0 812 110.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 103.1 1376 170.0 837 148.8 1378 170.0 856 122.3 1376 170.0 8a1 1 104.8 1376 170.0 861 91.7 1378 170.0 881 pp O 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 156.0 1158 170.0 878 139.0 1153 167.4 930 123.6 1168 156.8 916 111.2 1168 150.0 912 92.7 1158 144.6 905 744 1155 144.6 905 69.5 1158 144.8 005 I=.. Ld a) J 831n 170.0 930 170.0 745 160.1 1051 170.0 650 137.2 1051 155.9 682 120.1 1051 1420 646 106.7 1051 132.3 037 98.1 1051 125.7 830 60.1 1051 119.5 822 66.6 1051 119.1 821 60.0 1051 118.1 621 � D" � 9 661n 167.1 957 170.0 789 139.3 257 151.8 005 119.4 957 134,0 700 104.4 057 121.6 777 02.8 057 112.0 767 83.6 957 108.6 769 69.8 957 100.0 760 59.7 957 98.0 748 52.2 g57 98.9 745 Z J UD z m 721n 1247 801 135.2 896 107.3 001 115.2 864 91.9 807 101.3 671 60.4 801 8t./ 860 71.5 804 81.1 850 64.4 801 748 61] SS.fi 801 723 833 58.0 804 89.0 820 111.2 801 60,0 826 ? gUJ 761n 109,4 722 114.1 830 81.2 722 97.2 818 76.2 722 85.3 608 178.4 722 76.7 696 80.6 722 70.3 888 54,7 722 65.3 680 15.8 722 69.6 570 39,1 722 66.7 685 14.2 722 68.2 564 J d& a f 781n 101.2 605 105.6 600 84.4 685 69.6 580 72.3 685 78.5 577 63.3 655 70.5 560 56.2 665 64.5 560 50.6 665 60.1 553 422 665 54.3 513 36.2 685 51.4 537 34.6 665 50.7 536 N .- 901n 115.8 513 66.0 457 54.8 515 57.5 449 47.1 515 50.1 441 41.2 815 44.7 434 36.8 515 40.6 128 33.0 SO 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 20.1 404 Q x Z OD 961n 54.3 15J 65,6 484 43.7 I6J 17.1 397 18.0 153 11,0 J91 1J.9 459 36.4 385 30.2 453 33.0 179 27.2 441 30.4 374 22.6 451 26.8 366 19.4 153 24.7 360 17.0 157 220 358 4 O 6 O @' 108 M 38.1 358 39.0 J2J ]1.0 356 32.8 JIB 27.2 356 28.4 313 23.0 358 26.2 306 21.2 355 22.7 304 19.1 356 20.0 300 16.9 350 10.0 293 C a o 0 W M 111 In 35,1 338 35.8 306 29.3 338 30.1 301 25.1 318 26.1 291 22.0 338 23.2 293 19.5 336 20,9 288 17,6 338 10.1 285 Q" x 1201n 27.8 290 243 264 23.2 290 2J.8 250 19,9 290 20.6 256 11.4 290 18.2 253 18.4 290 144 219 N Q 144 M 16.1 201 143 186 d 2 Z U) cn $ m TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA 5@I li AnehOr Co eci Table(lbs) AN CHOR CAP.,,",,,„, o o�a�� Su.lrate 27N rnretde 35k CCrIc. HUOM QIU FOted CMU PT Wrue Mdu (OF',�)X( �=ANCHOR CAP.,,, d1er1co V4'SS Etc 5119'Hto 114*SSEl. 810 Sled 1112S1ed e12 Sled MULL ION CAP., ,,,, Antbor Type 3'16•Elto 69racm 1/r Elto U6racon 311V Etc Lin-on 114'Exo U32cm AnehorCllp Peltema um-, -- AgpeGafor ullww AggnGdcT scmr(GS)sutm(G5) Scrm(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge 01stame n) V 2-112' 1• 242• 3-V8' 1• 2-11T1. 2-112 2' arra 2' 1 0.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Emlfe0nenl n 1-140 tar M4. 1-yr 2• 1414- 1-114• 1-114. talc 1414• 1-114• 2 1 I-W lee' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancror64043T Mln O.C./Stanawd cromt cup p91 390 ws 390126 450 ws NO I. 1644156 2701b6 26094 354 lbs 7401. 974 ws 664156 9461. 1 341ps 44204 560ws I OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archm®1.15'Mh.O.C.1 S1en.91(aMet)Up(R2 2y 4601. 700 ms NIA WA NIA NIA 3801. NIA WA NIA WA WA 652165 646Ibs 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4Atthbn®3'-In.O.c.l 2.6 AVeC146/ 9.4 780106 7a01. 6801bs 15604s 1896106 643 ws 6W lbs NIA 7601. 7401. BW lbs IBM s92w6 886 ws 1120 Ds MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AtCrole4110.45'Mw O.C.IUCIIp,Inl0.125'Alum 104 NIA WA NIA WA' NIA NIA WA NIA tUA IUA WA WA WA WA 143005 CAPACITY WHICH MAY BE USED TO QUALIFY 1 AcrorI FCSp(Fl95j 1961. 145 w6 851. 4451. 804 I. 13596 140 I. 1771bs 3701. 197 Ibs 332156 473IM 17006 22104 2001. ADDITIONAL ANCHOR OPTIONS FROM THE 2 AmMm@ 1.15'Ml O.CIFCtlp g6 240 bs 350 Ibt IUA WA NIA NIA 100114 NIA WA NIA WA WA 3411. 4428s 5601. ANCHOR CAPACITY TABLE. PRODUCTREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. m mrnplyin6 with th0 flu ida Building Cod. 6..621 O FIGURE I: FIGURE 2: TABLE NOTES: hl1.250"--i Rx melon Dale 14621 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mlvnt ado Product Con ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\�� �( V YN 1%,:,zl4C FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' i '�1•.•'�3Gf:NSc '•.FAQ i� 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. _ N0.587G5 - .265" IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ _ `P rt r'FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL . / !'BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE l' ' t l �!J • 6063-T5 AND BEA MINIMUM OF,125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •%lgFtp{* 1.25'X 3.168'X.265'MULLION V .045'THICK 18 GAUGE.STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ' ' ` \ • ( ) • � � ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.114'VF MULLION) /���ONF\t-• 1�`� • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. A.LYNN INQA�t,P.E. 01 FL P.E.#58705 TABLE 9A w > Mullion Capacity Table(Ilosife) Opening Wldth(for verticegy-sparaanp muelons)or Opening Height(for horizontally-9paming mullions) 60 N 601n 701n 80 In 90 In 100 In in In 14010 160 N y{ q O 1.26X3,20 Ractonout., Tmp/Tdmig R4aNnpular TlWMang. Rad.gul.r Tmp77d.ng. RaclaryWI Tre1J7dlna Reelengular Tmp•Tdano Rect.V r Tre{Jtdeno. Rectangular TmpTdaM. ReClanpllar Tr ng. Roctengtdu TmprTdong. 4C4 %.100 loadirq LoadZ Loading LoaENg Lca6M 7th}•L.,,,OLcg Latlng L..drq p�$Loetl�q Lmdng ra$Leed'hg Laadinp Loading Loafing 7u�loading Lnaduq yp Loatlnp Loednr�La�O U Alum.Tuba � � U N LL Mullion " p� q d p o g d 42 In 170.0 820 Ii0.0 495 170.0 744 170.0 478 170.0 668 170.0 We 170.0 992 1704 510 170.0 1118 170.0 521 153.3 1118 170.0 $21 127.7 1118 110.0 521 109.6 lliS 170.0 521 95.13 1118 110.0 521 0 W 48 In 170.0 708 170.0 524 170.0 650 170.0 584 167.8 978 tT0.0 630 118.7 978 170.0 861 130.4 978 170.0 877 117.3 978 17D.0 ON 07.9 978 170.0 680 R3.0 070 170.0 600 73.3 978 170.0 680 ,Jj W 60.625In 170.0 747 170.0 6133 170.0 898 170.0 631 150.7 B27 170.0 684 131.9 927 160.8 70B 117.2 027 159.1 699 105.5 927 156.3 696 57.9 927 158.3 695 75.4 027 156.3 695 659 927 156.7 895 = _ 51N 170.0 7137 170.0 612 154.5 1389 1700 601 1326 B6g 163.9 Bel 115.9 BBB 011.8 669 iW.O 869 11{.0 660 82.7 869 119.9 651 77.3 069 128.6 852 60.2 069 128.6 652 57.9 889 129.9 652 ud O 0 60 N 1433 746 153.8 634 119.4 746 132.3 620 102.3 7/G 117.6 608 69.5 748 107.8 599 79.6 746 101.0 592 71.8 746 06.8 587 59.7 719 03.3 SB] St.2 748 BJ.3 5137 14.5 7413 93.3 683 m pg >5 631n 123.7 677 132.0 679 103.1 877 113.2 566 88.4 BTT 100.4 555 77.3 571 91.1 548 683 677 85.2 539 61.9 677 61.0 534 51.6 877 77.0 529 44.2 877 78.7 529 30.7 1177 76.7 629 I--• (-) O J g 08N IOTA 817 114.1 670 89.1 617 97.6 519 76.8 617 68.3 509 81.3 BI7 78.9 500 69.13 617 7213 IBI 51,8 1317 88,7 409 11.5 617 61.1 /133 J6A 817 83.7 4132 39.6 611 87.7 182 0. 72 In 82.9 518 07.1 450 69.1 5113 743 440 59.2 510 65.2 432 SIA 518 58.6 425 ASA 518 643 410 41.4 618 50.7 414 345 518 46.6 406 79.6 515 45.0 405 25.9 5113 45.0 405 Z �z° T6 N 703 IBS 717 108 11.7 165 02.8 390 50.3 105 61.0 190 44.1 485 19A 3131 793 465 45.3 3713 35.2 IBS 12.2 974 28.1 4135 78.3 787 25.2 465 36.5 761 72.D 405 ]8.2 36] 713h 852 141 68.0 907 31.3 111 67.7 3713 10.8 441 50.13 372 IO.a NI d5A 368 96.2 111 11.0 960 32.6 411 98.7 JSB 27.2 N1 74.8 310 23.9 441 33.1 346 20.1 411 327 315 j tNi Z g0 in 42.4 332 43.8 295 35.4 332 31.0 289 30.3 332 32.1 214 26.5 172 28.8 283 23.6 332 26.1 211 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 19.6 262 13.3 3]2 1a7 260 F--' 00 96 in 35.0 2gl 95.0 2130 29.1 2131 90.3 238 25.0 291 28.1 252 21.9 281 23.5 24B 10.1 281 21.3 244 17.5 201 19.5 241 14.8 29l 17.1 236 12.5 291 15.6 232 Z � Q N O too In 24.6 230 25.1 208 20.6 230 21.1 205 17.5 230 18.3 201 15,4 790 1fl.2 100 X Z O O 1111. 22.8 218 23.1 197 18.0 21B 19.6 194 18.2 210 18.8 Igl 14.1 21. 14.0 186 N �~ 120 N 17.9 187 18.2 170 14.9 197 15.3 187 W M W X ul (1) O a N a 0 0 n- ZOO s0 TABLE 913 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capaclly Table Ib9) ANCHOR CAP.,„,,,,, SW51mle! 23k Concmlo 3.5k Cane. 1lolbw CMU Fated CMU PT Wood Moot (D P,)X( )=ANCHOR CAP... 5116'E1. 114'59 Elco 571E Elco 114,SS EIco 810 S1e91 012 Stec) 1112 Sled MULLION Anchor Cllp Patterns Ancoalype: 311E Elw U9nuon 111•Eko UlOman UOmaon 3'16'Elco UNacon IW Elce unman AoomG.lar IAvecon ApIFeOator Som(05)Scmw(GST Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edga Distance 607 1' 2.112• 1' 24W 3.1;w 1' 2.112• 1' 2-1? 2' 3-7/6' T 0.46' 0.54• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Emtledmenl(n' 1-311' ta/4- 1-Y4' 1.314' 2- 1.171• 1.114' 1.1/4' I-111' 1-114• 1-1/4' 2' tale' ills' -les ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom Q 4.75'Min.O.C.7 Slenderd or Offmi CIO(Fig.1k 39D Abe 39010. 450 the 0901b. 16441ba 270 gra 280 lbs 354 lbs 740 lbs 374 lbs 684 m. 946lb5 341 lbs 4421b. 560 A. OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Awhm®1.15'Mln.O.C./Standard(V Olsel)Clip(Fig.2y 400 ID. 70D ibB WA WA NIA WA 360 lbs WA NIA WA WA WA 682 W 8851bs 112011. CAPACITY(FROM THE TABLE)OF THE SELECTED IA-1,®3'Min.O.C./(2)2a5Anple Gros/(Fig.3k -180 lbs 780 log 680 rot 1560 IN 1896 IDs 540 lbs 560 Ib. WA 760lb4 7481b. aw k. 18921b3 682 u. 1185lbs 1t201be MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Archom®0.54'Min.O.C.!U12lp,Nlo.1ar Alum.(Ftp,4y WA WA WA WA NIA WA WA WA NIA WA WA NTA WA WA 9501bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Archon F-Gro(Fig.51 195 io1 195 The m Ib. 145 Th. a221bs 13511. 1401be 11711. 370 ft 10711. 332 ft 473 lbs 17016; 221 lb' 2B0Ibl ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchor.Q IAV MN.O.C.1 FUlp(Fig.6). 24011; 350 lbs WA WA NIA WA 190{1. WA NIA WA WA WA 3/11D9 442 IR 58001; ANCHOR CAPACITY TABLE. CRCAUCT REVISED m complying wish Aho Florida Uuildulg Codc -�1a O� FIGURE I: FIGURE2: t1250--_ AceeTABLE NOTES: eimlion Date1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONDyON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11 D9da Ploduct 1112)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �A�� �FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE3. ':•CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS LBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 No,58705IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGROUT-FILLED CONCRETE BLOCKUNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL (�100'FIGURE4: FIGURE 5: FIGURE 6:' T- BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE •0 <!. 8053-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND -,�U. S1 h .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125-THICK AND A35.ALL ' '�i.•'•..f7.OR\U�`.•'•,i j� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.100' 6���i 010 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNN,MILLE♦�,P.E. FL P.E.#58705 TABLE 10A Mullion Cepaclb Table pbsMe) r�� Opening Wdth(For vadlcal"pard ing million.)or Opening Height ox hodzortalyspannllg mllllons) 0C, 50 in fi01n 70 in 1 801n 1 901n 100 in 120 in 1401n 1601n O 125x926 R4clergW1 Trepl7liug. RKtenpuler TnpRdan9. Rar2anpulal Trep7rian9. RKlaipnlal TmpTdarq. RMangulaf TrepRdang MclengWY TrepRdng. Reclenpular Trep?danp. Rodangutar TrepTdan9. RacfangdK Trap'7fUlg. a: x.824 Loadng Loading Loadlp Loading Loading Loading Loading Laadiig Loading LonLng Loading Loading Loading Loednp load'ng loading Loading Loading L�lr Alum.Tubo ,S .Z F .b' A .�• .b' .b' .b• .S £ S• ,b' .�• B F .�• .�• .b' S LL Multlon 442 a :�. e� g€ �� a� s g� :� a ee a� 's2 uo u u'o u u u u u u 449 uc u Ga u u u u d6 u u u za P is � a 6 a ? m w s'� O I� 421n 110.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 606 170,0 992 170.0 519 170.0 1116 170.0 621 110.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 521 UJ 481n 170.0 708 110.0 624 170.0 650 170.0 684 170.0 99.2 170.0 630 17D.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 690 17D.0 1700 INA 69D 169.7 1979 170.0 680 148.5 1979 110.0 680 � _ 506251. 170,0 747 170.0 563 170.0 836 1100 631 170.0 1066 170.0 684 170.0 1195 /70A 723 ITO0 1345 1700 747 170.0 4491 170.0 766 170.0 1193 170.0 756 1525 1877 170.0 756 133.5 1877 170.0 766 IK s � Win 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 637 170.0 1594 170.0 856 156.4 1159 170.0 861 174.1 1769 170.0 661 117.3 1759 170.0 861 m 60In 170.0 085 170.0 701 170.0 1063 170.0 797 170.0 IND 170.0 616 1TD.0 1417 170.0 924 161.1 1511 t70.0 996 145. 1511 170.0 1077 1206 1611 170.0 1063 103.6 1511 1700 106] 90.6 1511 170.0 1063 H 6n c) J 63 in 110.0 930 110.0 745 170.0 1116 170.0 550 WOO 1302 1T0.0 910 155.6 1370 t1D.O 1016 139,2 1370 {70D 1076 1263 1310 164.0 1002 1W./ 1370 155.9 1012 893 1370 1553 IOID 76.3 1370 155.3 1070 13) 0 661n 170.0 974 1700 769 170.0 1169 170.0 903 155.6 1248 170.0 1002 136.2 t246 158.6 1013 121.1 1248 14l.i 1000 186.9 1248 139.0 909 90.0 1248 170.4 978 77.1 1248 129.0 976 60.1 1248 129.0 975 Z N m j 721n 161.8 1W9 170.0 070 139.9 1019 150.2 892 119.9 1W9 1721 875 101.9 tW9 119.1 660 932 1019 109.7 818 87.9 1W9 1027 838 69.9 7019 91.3 825 69.9 IW9 91.2 020 52.4 1W9 91.1 820 J F' o Tfi in 112.7 981 119.1 022 118.9 911 126E 805 101.9 901 111.2 791 89.2 961 100.0 777 79.3 911 91.1 766 71.4 911 85.5 767 59.6 911 )i.6 7M 61.0 941 74.0 737 N.6 971 73.7 136 J Z E 791n 132.0 894 137.6 783 110.0 094 116.9 767 91.3 091 1024 753 02.6 8W 91.9 740 73.3 094 W.1 730 60.0 891 78.3 121 65.0 696 70.7 707 11.1 698 67.0 7D1 41.3 894 66.1 690 Q 90 in 85.0 671 00.7 696 71.6 671 749 665 61,/ 671 65.3 575 63,7 fi71 50.2 566• 47.7 671 529 556 43.0 671 48.5. 551 35.8 671 13.1 439 7D.i 617 79.7 671 209 671 37.9 520 F-' CID 96 = N O 96 in 70.0 690 72.6 627 59.0 590 61.4 S18 50.6 590 53A 609 44.3 690 47.6 602 393 59D 43.0 194 35.4 590 39.6 488 29.6 590 34.7 477 25.3 590 31.6 469 221 596 29.5 464 4F4 d L $$~ 00 NdS ooS 108 in 19.7 166 609 421 _!IA 466 12.0 414 36.5 /66 37.7 IOB 71.1 466 32.9 402 27.6 166 29.7 3Bfi 24.9 466 21.1 391 20.7 466 27.5 382 17.6 160 212 7}6 15.6 466 19.6 370 N «3 1111n /5.6 411 16.7 400 382 241 79.7 397 32.7 411 74.1 387 21.6 141 30.2 702 25A 411 27.2 776 27.9 Nf 21.9 312 79.1 411 21.6 361 16.1 111 193 756 14.3 241 17.8 751 W pj 120in 36.3 770 36,9 344 302 376 31.0 339 26.9 310 26.8 334 22.7 378 23.7 329 20.1 778 11.3 32S 10.1 378 19.5 321 15,1 318 16.7 7t/ It X N 1/41n 1 24.0 1 262 1 21.2 1 242 17.0 1 262 11.9 239 15.0 262 15.3 236 U N Q (L 30 z )) cin TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: �f�.Q AnchOrCepeelty T�bt1(lbs) : ANCHOR _ Su1.Irele 2.7k WKrele 35KCOnC. MOOON CMU FtxdCMU PT Wood M9z1 (Dlaw)X ANCHORCAP... 91E Elco111'55 FJco 915 Elco 115 SS EIrO DID Sled M2611111172 Steel MULLION CAP.,,,•,,,,, AnehorCllp P attemMe 311e EIc0Ullfacm 114'EkoUnmcon Utremon 3II8'Elco utlam yr Elco Utracon nggeGalor Utsacol AggreGalor Sew(G5)Sew pm scre«(795) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge CIMarce 9 1• 12-�JIIZ 1' 2-112 31IB' I- 2-a2' 1• 2-112' 2' 3118' 7 a.4a• 0.54' 0.024' CAPACITY REQUIRED'CORRESPONDING TO AN Embedme9 n taro' 1-314' Ive 2' /-v4' 1-v4' 1.444' ova• 1414' 1-444' 2' 139• 1.310' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2kictom®475'MIR O.C.I SIalldad a 01W Up(Flg IT 090In 450 m9 SB01ts 16441les 210lbs 260 t6 354109 74DIDS 374Ins 661m 14610. 541 ms 4426E 56o lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers Q 1.15,Mm O.G/51a1rm1d(a01ae0CIp(Fig 2) 480lbs NIA WA NIA NIA 380 Rs NIA WA NIA WA WA 6026n 885 ms I1201les CAPACITY(FROM THE TABLE)OF THE SELECTED I Arc Mrs®3r'MIRO.C.! 2(5Ar010 CIps! g3) 7m 1b9 6801x 7560108 imams 5401bs 560Its WA 760105 74810s am im I=Its 692ns a65m 112006 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AM ®0.64'W4 U.C.I UCIO,Int0.10u'Alum.(Fg dT NIA NIA WA NIA NIA WA NIA WA WA WA WA NIA WA 410 QA CAPACITY WHICH MAY BE USED TO QUALIFY 1 AMWI F4:pp(Flt S) 1951bs 225IDS oasts 622 its 135 ms 1409. 1771DS 3701m 167Is 332 ms 413105 �1701Ds 22118 leo ms ADDITIONAL ANCHOR OPTIONS FROM THE 2AMhM@ 1.16'Min O.C.1 F-M g 240 Os NIA WA NIA WA 19011E NIA WA NIA WA WA 34110. 462106 560106 ANCHOR CAPACITY TABLE, PROmiar REVISED us Complying wllh Oho PW1im1 FIGURE 1: FIGURE 2: Ae,IttMyru No 16-t37.16.63 TABLE NOTES: t210" Ex italion Datc 2Q,QZ) • • • • 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. Mfam Dade Pfo cl ttttll1171 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ` 013`{ ���i�, FIGURE 3: '••.• 10ENS4-• •.,� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSCLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t•lo.5870.5BE USED IN PAIRS. 4)SUBSTRATF�:CDNCRETE SHALL CONFORM TO ACI 307 SPECIFICATIONS.HOLLOW ANDGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: 4' u) •:•/i 6063•T5 AND BE A MINIMUM OFBE PRESSURE-TREATED .100"TH CKR STEEL TN PIKE IUDTH AN TO BEA MINIMUM GIRAE 33 AND NUM SHALL E • • • .045'THICK(18 GAUGE).STRUCTURAL STEEL 70 BEAT LEAST.125"THICK AND A36.ALL ���,5. ,-\•. , ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 325'X.624' iIIIv`:/�)(•J;vti:`;v�� #10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION q,[yNlVltu11LR.P.E. FL P.E.#58705 TABLE 11A an Mullion Capacity Table Bbuffe) Rj,� z Opening 1Mdkh(forvedlcery-spanning m!iliors)or Opening Helght(fpr horixonla"powdrig millions) ' SQ 50 in 60 in TO in 80 in 90 in 100'n 120 In 140 in 1601. 0 116 x7.94 RemngWN TrWT,Iaeg. R4Uang.I,n LepArianp. Re Nenguly TrapRdang. Rwenplu Tmprrrieng. R.Qingdai Trop/Td g. Redwsular Tragd ng. Reclang.1.1 Trap7riaig. Reelangdor TaprTnang. Rectangular Trap'Irlang. q Waring Leading LDadnp Loed-ng Loading Loading Wiling Loading Loadrg Lia&i1) Loedinp LDedng La aeng Loa&ng Loading Wain Leading Lending SY 0�1 X .624 Alum.Tbbe ,� .S .g w .E .L -�.. F '�„ 'E 'E` 8 E .F .D 'E .&' A d .r .E.. '6 '� E.. 'E B r .fi.. .?J.. ri Mu1110e 7( oE. a 8@. cYi o€ S' @� E' S€ g ;� :� �� n �� 3 @€ :�. 8� � R@ N v u u u u uE v u u g a u u u u o9 u v E u oe u sZ u� „o (D i O F 421, 170.0 620 1701 435 170.0 744 1700 470 170.0 869 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 110.0 1240 170.0 621 1700 1/BB 170.0 521 170.0 1735 170.0 621 170.0 1993 110.0 621 111 dB in 170.0 708 170.0 521 170.0 656 170.0 681 110.0 992 170.0 670 170.0 1137 170.0 661 110.0 1275 170.0 677 170.0 1477 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 _ 60.625 in 170,0 747 17B.0 561 170.0 896 17D.0 631 170.0 1046 170.0 681 170.0 1195 170.0 727 170.0 1316 1100 747 170.0 M94 170.0 75S 170.0 1193 170.0 75S 170.0 2092 170.0 756 170.0 2391 170.0 756 a o ULI 641n 170.0 797 1701 612 170.D 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.1) 803 170.0 1436 170.0 837 170.0 1594 170.0 856 17D.0 1913 170.0 861 170.o 2731 1100 061 160.2 2403 170.0 061 ca 0 0 m fie in 170.0 885 170.0 701 170.0 1063 VIA 797 170.0 1240 170.0 878 170.0 1411 1701 944 INA 1594 170.0 996 110.0 1771 170.0 1013 170.0 2125 170.0 7063 1483 2163 170.0 1061 129.8 2163 170.0 1063 H U ED J 63 in 170.0 930 170.0 745 170D 1116 170.0 860 170.0 1302 170.0 940 170.0 1498 170.0 1015 17D.0 1673 110.0 1076 170.0 1659 170.0 1122 156.9 2060 170.0 1169 134.6 2%0 1700 1111 117.7 2060 170.0 1171 � W a 661, 170.0 974 17D.0 789 170.0 1169 170.0 9D3 170.0 1364 170.0 7002 170.0 1SSe 110.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1219 143.0 1966 11D.0 1275 1226 1966 170.0 1286 107.2 1966 170.0 1280 Z (0 1 m � 721n 170.0 1063 170.0 870 170.0 12TH 1700 1009 170.0 1/BB 770.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1306 115.6 1734 155.9 1364 99.1 1734 160A 1352 86.7 1734 150.2 1352 J'�� '4 •�8 _0 761n 170.0 1122 170.0 937 170.0 1345 170.0 1080 16ILS ISM 170.0 1209 147.4 1656 166.2 1285 131.1 1656 1515 7268 117.9 1556 161.7 1251 9a3 155fi 128.3 1229 BA1 1556 122.3 1219 73.1 1556 121.2 1276 O a6,z =J � 78 in 170.0 1151 170.0 961 170-0 1381 770.0 1116 155.9 1/77 169.3 1245 1361 1817 1520 7221 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1117 716.9 1169 77.9 7477 1109 1150 68.2 M77 109.3 1151 401n 142.0 1170 116.5 986 1184 1110 123.9 968 101.5 1710 107.9 951 88.8 1110 96.3 936 78.9 1116 87.5 922 71.0 1110 00.7 910 59.2 1710 71.3 995 50.7 1170 65.6 870 441 1110 62.7 810 Z Q 1)7 p 961e 117'.0 975 1203 972 97.5 975 JIM 856 83.6 975 08.3 642 73.2 975 78.6 829 65.0 916 71.2 917 58.5 975 651 807 48.8 976 611 799 41.0 915 523 716 30.6 975 49.3 767 fQ" N Z O X m op 100 in 92.2 111 84.0 696 60.5 771 70.7 605 58.7 771 61.3 574 51.4 771 64.3 VA 45.7 771 49.0 6S5 41.1 771 132.2S 34.3 711 1B.910229.4 711 35.0 621 25.7 771 32.6 612 0n 0)m o S 111 in 15.7 130 77.3 661 63.1 730 65.0 650 W.1 730 56.3 640 41 730 49.9 631 42.1 730 45.0 622 37.9 770 31.S 730 27.0 730 31.9 589 23.7 730 29.6 581 W 1)jS20 in 59.9 624 61.0 569 49.9 624 512 560 42.8 624 44.7 552 31.5 624 39.2 644 33.7 624 75.3 637 30.0 624 25.0 624 21.4 624 24.6 509 tel 624 22.5 501 Q' X N 116 in 34.7 473 75.1 100 28.9 433 29.6 395 21.8 673 26.4 390 21.7 473 22.4 005 19.7 433 20.0 781 17.7 673 O O Q 'r Z In U) TBLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: YR� K0 Anchor Cepecity Table([be) su0str41e 271Com(do 86k Ca . 110.w'cMU FObd CMU PT Wood metal (pp )x/ .,,o,,, , ANCHOR CAP -)_ANCHOR CAP.- SIC EI[0 114•.5 EkO SIC Elco 111'55 EIco e706I� M12510e1 012 Steel \MULLION CAP.,,e,,,,,� AnehorCllp Pelleme Anchaiype: a'16•ElcO unram tlr EkouRracOn ul9acon 3't6•E!eo tANaca1 yr Ekounracon Aggr�da turscm ApgRcI'm Sciow(095)screw(cs) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E Distance n 1• 2.112- 1• 2.112 31/9• 1• 2-u2- t• 2-ilr r 34/C r 0.48• 064' 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN EmOednell n 1316• 1314' 13/4' 13/4' r 1-v4• 1-v2- 1-714• 1-vr 1414• 7414• z 1318• 1310 vales ACTUAL PRESSURE REQUIREMENT FOR THE 2AmWi 0.75•MIn O.C./S1ardarziwo9etC 41 390 r. 390 bi 450 bs San 1be 1644 in Z70lbs 200 bs 3511. 7401. 3m 9,s 664 rte 946 R6 341 Ibs 4121. 560 Ra OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arches 1.15•Min O.C.rSI-cmv Olbel cap(Fig-21 480 lbs 700 bs NTA WA NIA N/A 3801. NIA WA NIA WA WA 6ezbs 8851. 1120 Rs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcnors 3'M1n.O.C.I 216 Angle / 081 7801. 180166 BBO DS 1560 Its INS Do 5101. 687186 N/A 7601. 748 bs 990 eas 1892195 6B2bs 685106 112710; MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ncrors 0.54•MIn.O.o I UCB,blo.tOP Akin 41 N/A WA NIA WA NIA NIA WA NIA WA NIA WA WA NTA WA 1267 ba CAPACITY WHICH MAY BE USED TO QUALIFY 1Arclnrl FCy 10519. 1416 m6 2251. 445!. 8221. 735bs 1402. ITT bs 3701. 1879K 3321. 413 ba 1709. 2211. 200 on ADDITIONAL ANCHOR OPTIONS FROM THE 2Arc.rs 1.19'Mln O.C1 FCtl 061 TAO Ibs 3501. N/A WA NIA N/A 1901. WA WA NIA WA WA 341109 6421. S6o be ANCHOR CAPACITY TABLE, PRODUCT REVISED w complying with Abe Flbd& 1.250• Building Curie FIGURE 1: FIGURE 2: A-plm m No�'OZ IS•c TABLE NOTES: 8x� Qwzl 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION t9yON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.84' ` ,.•'v�Ci'-NS/: CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �( ' ••.'i: • • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �' P•In.5fl705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -''3 D (!1 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE624, j,;., s;qjr.n2- • • 6063-T5 AND BEA MINIMUM OF ACO"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -_.L •, P:c'm0t`,.•' • .045"THICK(1 B GAUGE.STRUCTURAL STEEL TO BE AT LFAST.125'THICK AND A36.ALL . is "•••••"1; + ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 7 • #10 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. 1.26"X 3.94'X.624" A.CY�(,)lNNI MILL�R,P.E. • MULLION FL P.E.#58705 TABLE 12A _ Mullion Capacity Table Iba/flz e &g; Opening Width(for fa3r8cery•6panl9flg 1fIWItolLs)or opening Haight(for hofizWde9y6pelnilg mUOore) ids 6010 6010 701n 80 in 001. 100 in 1201n 1401n 160 In, Reclanyhr 7rWlldwo Ractan%lar Tragman4 RtdwgWer Trap m v Rectangular koprTdang. Ractanqulm VaplTlov Redw War TmplTAenq Rectdgder Tr4pJManq. Rpdengdar 7SepRdanq Rectangdar nap'Mon9. 2X4X.26 I,owf p Loafing Laadnq Loading l4adn9 Loafing Loading Loading Loading Laedng L.sa9 LDedng Laadag loading Loading Wadag L08&1; Loadng 4 Alum Tub Td AMuBfon 421n 170.0 620 170.0 435 170.0 744 80.0 478 170.0 888 170.0 606 l7eO 992 iTOA 518 170.0 1118 170.0 521 t10.0 11240 170.0 621 170.0 1488 170.0 521 170.0 t135 110,0 62t 170.0 1963 170.0 521 U) 481n 170.01 700 170.0 524 WOR 650 170,0 SM 170.0 092 {70.0 630 170.0 1133 1700 601 170.0 1216 170.0 017 170.0 1417 170.0 080 170.0 1700 170.0 680 170.0 1903 170.0 680 170.9 2267 170.0 600 J W %6251n 170.0 747 170.0 683 170.0 998 1780 631 iT0.0 1040 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 756 170.0 2092 170.0 766 110.0 2391 170.0 756 -- _ 5410 170.0 767 1704 812 170.0 956 174.0 891 170.4 Rib 170.4 754 170.4 1275 170.0 883 170.0 t4S4 170.0 837 1705 7694 170.0 558 170.0 1913 170.0 081 170.0 2231 170.0 B6i 170.0 2660 170.0 881 w M Q 00 In 170.0 885 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 078 170.0 WT 170.0 944 170.0 1604 170.0 896 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2478 110.0 1083 180.5 2880 170.0 1003ca win 170.0 930 i70A 745 170.0 file 170.0 850 110.0 1302 170.0 540 170.0 1488 1780 1018 170.0 1073 170.0 tare 170.0 1659 170.0 1122 170.0 2231 170.0 1169 168,7 2553 170.0 1171 MR 2551 170.0 1171 � -1 J 661n 170.0 074 170.0 780 1TOA 1189 free 00 170.0 1364 1780 1002 170.0 1568 1780 IOM 1780 1703 1780 1155 178.0 1948 17all 7210 170.0 2338 170.0 1275 161.9 2437 470.0 12W 1329 2437 170.0 12NI 721n 170.0 1063 170.0 578 170.0 1275 170.0 1009 170.0 1404 170.0 1126 170.0 1700 1700 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 145.8 2104 170.0 1489 124.8 2164 170.0 1529 108.2 2154 170.0 1530 z 1A m 3 75 In 170.0 1172 t70.0 931 17040 1318 i70A 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1322 185-! 10M 170.0 1421 548.8- IWO 170.0 1565 123.8 JIM JOLO 1648 105.1 1060 164.0 1515 92.9 1960 162.7 1631 CW�3 lzi 70 1. 170.0 1151 1T0.tl 067 170.0 1381 170.0 1118 170.0 1811 170,0 1250 170.0 1842 170.0 1389 1162.7 1861 170.0 t47S 137.4 1591 183.1 1600 114.8 1881 147.3 1473 982 1661 139.8 1460 86.9 1881 137.8 7454 Q (t}$ �� 0010 170.0 1328 170.0 1104 149.1 1385 160.0 1218 1275 7388 1]0.0 1188 111.8 1300 121,5 1178 410.0 1398 110.2 1162 89.6 1395 101.0 1147 71.8 1389 89,6, 1127 83.9 1398 82.7 1105 65,0 1398 75.8 1098 OB Lry 147.4 1229 151.6 1098 122.0 1229 /27.8 1678 148.3 1229 1113 1001 921 1229 9A9 1094 81.9 1228 89,6 1629 73.7 1229 824 1018 61.4 1224 72.2 993 62,7 1228 85.9 977 4e.1 1228 62.1 967 Q --Z o Jos In 103.6 971 106,0 977 06.3 971 80.0 862 74.0 07{ 77.2 049 64.7 971 68.4 837 57.8 071 01.0 625 61.6 971 66.6 815 43.1 971 49,0 796 37.0 011 44.0 7a2 324 071 40.8 771 N' •0. r 11118 05.1 919 07,3 932 70,5 910 01,8 040 68.1 019 70.8 808 69. 919 62A 794 53.0 819 $6,7 784 47.7 MO 61.5 774 39.7 910 04,6 758 34.1 910 49.2 742 29.8 910 57.1 732 X (73 r}n 126h 76.6 79fi 76.0 716 628 788 04.6 705 53.9 786 65.8 895 ;T.2 788 49,4 686 41.9 786 MA 677 37.7 706 40.6 855 St.6 788 34.9 853 27.0 788 31.0 6{i 23.8 788 26.4 831 e} 1441n 43.7 64e 44.2 504 36.4 RD 37.0 4A8 312 640 51.9 491 27.3 616 202 185 24.3 640 268 479 21.8 698 22S 471 fel 548 191 464 ISS 548 172 455 13.7 540 165 048 X Q 9 Q N x � � B 2 ANCHOR CAPACITY ADJUSTMENT FORMULA: O �Ct st AnchorCe Tibia 4lbs �. a m10 ANCHOR CAP.,„o,,,.,,„ SUM118u 279IbfICM6 � $N Cant. HoOor aMU FmedCMu PTWocd Metal (DF;,,)X ANCHOR CAP.,,,„ m t 6116•Efco V4•SS FJco Bt6"Ebo V4-SSEko WSW WSW #12 slcei MULLION CAP.,,„,, � d� Anchor Cllp Patterns i1nc T 3t1EE1tot•laean uC Eleoul0acon u8mcon 9riB Ettat9trdeTn VSEtovSmcon AggreGaa uemcan AgW"cr 9tmv(OS)Stror(GS) Seresr(G5) USE THIS FORMULA TO OBTAIN THE'AN CHOR 6 a5farce n r 2-v2 V 2-112' 8Ve• i• ave• in 2-112 z 34a r 0.46' .W 0" CAPACITY REQUIRED"CORRESPONDING TO AN _ FinbMagOe lari' taro• tV4• 13'11 2• I.14• 1-V4' 1414" 1414' 1.114• 1-1/4' 21 757Iver vales ACTUAL PRESSURE REQUIREMENT FORTHE 2 ArKnon 0 4.76'MIR O.C.I SlWONd orOasd C9 I&M 390 IDS ago IDs 450 n9 WO RS 16M 100 270106 280109 354 804 7AOIbs 974104 604 ma --94-SW- 041 fes 442Ib5 s6q Ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4AWrD 266"MhO.Q.J6latMFO dOWI 7409» 7409x G %l 1465113 1424 IN NIA 588 Poe NIA W5 IDS WA ON Ins WA 682ns 085113 f12Dns CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Althm 6b 1.71•Mh O.C.19lanaamor ClfselC � 00593 0501 750 ns igrlt NIA NIA 7069m NIA 7Nolbs MIA WA NIA 1022104 1327 Its 16W Ins MULLION.IT WILL YIELD A MINIMUM ANCHOR dAMhms 3-MN.O.C.1 2.66.0 r 760&s ?Wks 18711A 15MIns lags Rs ams t is MIA 760Ins 746 bs Uo IDs law ms 682109 MBS 1126106 CAPACITY WHICH MAY BE USED TO QUALIFY - 6AMron 31MIn•O.C.r 216.0 lac / 117049 117093 11f2oms 234D WS 2844 ns 6 s 84Dme NIA 1140 Ins 1122ms 1326 b9 2Mfnn 1022115 1327 ms INOIbS AODiTIONALANCHOR OPTIONS FROM THE 9AMtIms 1.31'Mtn.O.OtU.0 tnto.125rA1um MTA WA Hat WA WA MIA WA MIA WA NtA WA WA NJA WA 73 ANCHORCAPACtTYTABLE. 6AMW9 0.64•MN.o.C.l1) Inlo.128'AMm. NIA WA WA WA NM NIA WA NIA WA NIA WA wA wA WA 21 ma PRODUCTREVISED Amfam 268'Min O-CIFM Tla GY 3Mbs 320108 S •s T439s 71296 1 WA 1 28D to 1 WA I940 RS WA 44D IDs I WA 341 ma 442113 56093 as complying ss4lh tbo Fltrkbk 3AMIvs a 1.71-Min.O.Cl F41p ft 10 44393 525 Its 37046 07383 NIA I NIA 1 353Its I NIA I 900Its I NIA I WA I WA 611lbs 864 to 5401te BuildingCOda NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acceptance Na CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expimik Dau ��11 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE d: By � • • • r • • • ABLE NOTES: 2,000' M;an,ttrllllD3de Product • • it1c'ENS 1t1J 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR O�Y4 • • • • • GENERAL INSTALLATION METHODS. FIGURE 5: FIGURE B: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ". • •• • • SIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN .2W4.0.00• - f/ 7Jo.507U6 • • • • L�--g THE FIELD S.OL3)MULLION LOWING DIMENSIONALEE RESTRICTIONS SHOWN ON SMULLION CLIPS SHOWN ARE NOT TO SCALE.FOR HE TS 21-23.CT IFIGUR 5 SHOW SUGGESTED,APPROXIMATE HOLE ^-O•'_'^." �f(S -� FIGURE 7: FIGURE B: FIGURES: FIGURE 10: 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT :(%••• •.Y • • ANGLE CLIP ) •.!cCORfDf;.•'t?';'. F MUST 5S6j (CMU)SHALL CONFORM TO ASTM BE WOOD SHALL BE PRESSURE EEL STUD YELLOW SOUTHERN PINE WITH AN SG"T 0.55. 6--** •.-.•••�•�;1 \� • • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK 18 2•X 4'X,25"MULLION �I J`f l(j(,((t•)•-}G'o 3N PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW /J r 7 11 a• THREADS BEYOND THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYtSN iti57tLER.P.E. FL P.E.#68706 TABLE13A ILLIu66u Mullion Ca 90 TillIbl �'n 'tMR .• Opgning Width(forwrticalVapar9ling mullions)dr Opening Haight(for hori20rdaksparrirg mullions) � 501n 601n 70 In BOM 90117 100 M 120117 140117 180 n L4 LL Reelengulel TrsplTO.M. Rsdan wW r TrapfTdeng. Reelmliular TrWTdmg. ReclargWar Trep101sng. R.I.g.1w TrepRdeng. ReelergUer T.ptdwng. Reelmgalw Tm N.M. RSnang9dar T.pfTdeng. Reetinglar Tmprrdwg 9 O 2 x 8 x.2 Lowing Lowing Leafing Loadng Loading Loafing Loo bin Loafing Trading Lowing Loadng Leading Loading Lowing Loading Lowing Loadn9 Loading a Alum.Tube a n a p :�' �' �• a x p a r a �- a �• p x F a gx c; Mullion A .-. g, m .-, qr. & 19 a LID o 9 a d Q 49 v e 3 4T 4� 43 u S e c9 g L B$ rc 8� d . w e� B z 421n 170.01 020 170.01 435 170.0 744 W0.01 478 170.0 808 170.01 NO 170.0 992 170.01 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 527 170.01 1735 170.0 521 170.0 1983 170.0 621 W 48 In 170.01 700 V0.01 524 170.0 850 170.0 684 170.0 BD2 170.0 630 170.0 1133 170,0 001 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 600 170.0 1887 170.0 680 170.0 2281 170.0 650 ? _ 50.825117 170.0 747 170.0 607 170.01 BBB 170.0 835 170.0 1048 170.0 684 170.0 1195 170.0 723 170,0 1315 770.0 747 170.0 1481 170.0 758 170.0 1783 170.0 758 170.0 2(192 170.0 758 170.0 2791 170.0 758 ^�- o 3 J) 54 M 170.0 797 170.0 612 170.0 050 170.0 601 170.0 1118 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 837 170.0 1594 1700 858 170.0 1013 170.0 081 170.0 2231 170.0 861 170.0 2550 170.0 801 m Q p 80 h 170.0 085 170.0 701 170.0 1083 170.0 707 170,0 1240 1700 078 170.0 1417 170.0 941 170.0 1594 170.0 ON 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1063 170.0 2833 1700 1063 7 W 63 In 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 910 170.0 1408 170.0 1015 170.0 1673 170.0 1078 170.0 1958 110.0 1122 170.0 2231 170.0 1160 170.0 2603 170.0 1171 170.0 2975 170,0 1171 661n 170.0 974 170.0 789 170.0 1109 170.0 907 170.0 1384 170.0 1002 170.0 1858 1700 1080 170.0 1753 170.0 1155 170.0 1848 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1266 $ m Z (� c 721. f70.O 1063 170.0 078 170.0 1275 170.0 1009 170.0 14M 170.0 1128 170.0 1700 170,0 1220 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1468 170.0 2975 170.0 1529 170.0 3400 170.0 1530 " W 1 nW ® 76 h 170.0 1122 170.0 937 170.0 1346 1700 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1371 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2012 170.0 16N 170,0 3140 170.0 1694 170.0 35119 110.0 1705 Z 78n 170.0 1161 170.0 967 170.0 1381 170.0 1118 170.0 1811 170,0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170,0 1700 170.0 3223 170.0 1777 170.0 3001 170.0 1796 Q -.1 .�-- Q z C', O 90 In 170.0 1320 170.0 11M 170.0 1584 170.0 1728 170.0 1858 170.0 1486 170.0 2125 170.0 1&53 170.0 2391 170.0 1783 170.0 2858 170.0 1818 170.0 3188 170.0 2125 158.0 3413 170.0 2273 138.5 3413 170.0 2361 Z 9g In 170.0 1117 170.0 1232 170.0 1700 170.0 1131 170.0 1983 170.0 1822 170.0 2287 170,0 1794 170.0 2550 170.0 1952 170.0 2633 170.0 2095 190.0 3189 170.0 2378 137.1 7198 188.8 2170 120.0 3198 159.1 2426 I- y_8V 8 p 106117 170.0 1584 170.0 1408 170.0 1913 170.0 1647 170.0 2231 170.0 1810 170.0 2650 170.0 2078 181.6 2781 170.0 2271 148.3 2781 161.9 2333 1238 2781 140.4 2281 105.9 2761 126.0 2234 92.7 2781 116.0 2190 N III In 170.0 1838 170.0 1451 170.0 1988 170.0 1700 170.0 2293 170.0 IB32 170.0 2e2f 170.0 2148 151.0 2832 1623 2245 130.8 2832 148.{ 2216 113.8 2832 128.4 2188 We 2832 115.1 2126 85.4 2832 108.3 2080 W X 120117 IT0.0 1771 170.0 1588 170.0 2125 170.0 1859 151.4 2252 158.0 1881 135.5 2252 141.4 1864 120.1 2252 127.2 1938 106.1 2252 I18.I 1815 00.1 2252 90,8 1872 77.2 2252 89.9 1838 87.8 2252 81.4 1808 X 114117 125.1 1584 128.6 1445 101.3 1584 108.1 1425 68.1 1581 91.6 1407 78.2 1681 511.7 1300 80.5 1581 727 1373 62.8 1584 85.7 1358 521 1561 58.0 1370 44.7 1564 49.2 1305 78.5 1584 N.4 1263 Q..N Z Q � o = U) U) ANCHOR CAPACITY ADJUSTMENT FORMULA: p m m� Anchor Ca acI Table Ib6 ANCHOR CAP.,,,,,,,,,, Oma' 9ula1.10: 2.Th Corerete 3.58 Cane. H01•a CMU FOed CMU PT Wood WIN (DP,)X( )=ANCHOR CAP.,,, 5118•Eke FAMIG.tw SS Eke 5116'Eke 154'83 Elao x10 SIeN tl12 Sfeel •1251881 MULLION CAP.,U,,,,� Anchor Clip Patterns Anchor Typo: &16'Eka Ullruon t0.•Eke UlVacon U16acan 3116'Eko WUxon 110.•Elco UlOecan Wtracon AWeO.tw screw(G5)Semw(GS) Swww(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR E gaeme M: 1' 2-17 t• 2.12' 3-Na• r 2-t/t' r 2-117' 2' 3.118' Y D.aa• D.Sa• eau• CAPACITY REQUIRED•CORRESPONDING TO AN Embedment TnT 1-314• 1714• 10./4• 1.314' 2- 1.174' 1-114' 1-114• 1-114- 414- 1.114- 2' tafa• fare• leder ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ambers 4.76'MIn.O.C./SteMSrd w OfsetC8p1 .182} 390 W, 3W IDe 450=5 890thS 1644W 2701. 2801b5 35116. 74011,50.Ibe 684]be 9481, 34110. 442109 56010. OPENING,WHEN IT IS LOWER THAN THEMULLION 4 AreMrs d.6B'MM.D.C.r Slanderd 0706,81 CI F.3' 76010 780165 1 9001. 1700Ibs 323215 5401bs 560165 708 Ibs 14901bs 7481bs 127211,5 18921b5 682 lb. 885 im 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED SAncMrs A 1.71'M1..O.C.I Standard orOlsel CIIp(Ffg.4. 11801ba 14001. 1010 Wa 25951s WA WA 040 lbs WA 10651bs WA WA WA 1363 Ws 1770 65 2240 Ws MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Awtg 3•Min.O.C.r 2x5 AnobD ! .s: 7801bs 780 WS 080Ibe 156019 1896 Iles 54D lbs 5801m WA 7606s 7481m 950161 189211,6 682 lee B65IW 112011,0. CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchwe 3'Min O.C.I 2t5Argb clips f Fp.Bk 1560163 15601bS 1300105 3120105 3792 lbs 1080 W6 1120165 WA 1520[be 1496 W9 176011,5 3784 IM 13631. W-70 7b, 2240165 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aneha9 1.5'Min.O.C!2 2(5.0 e r 7: 1680 lbs 210011. 144015 37801b0 WA WA 13200. WA 15M Me WA WA WA 201511)3 265411,8 336019 ANCHOR CAPACITY TABLE. PRG73UCr REVISBD 4Anchors 1.34-MIn.O.C.I U-Cnp,hto.125•Alm. .BT WA WA WA WA WA WA WA I WA WA WA WA WA WA NTA 1430106 m complyiva whh l dw Flofe• 6 Archon 0 G.641 Min.O.C.l U-Cip.Mto.125'Alum.(Flo,91: WA WA WA WA WA WA 4JA WA WA WA WA WA WA NTA 28611, 12.000'----1 Buildia%Code 2Anuhae 4.08'.0..O.CIF F.10' OBOWs 79011,0. 45063 690!be 191611,5 270 Ws 280108 35411,. 7401ba 3741be 63015 94865 34111,5 M21ba SBOIb1 Axn7„H10e,16-0"138.03 4AnchomA 1.71'Min.O.CJ FCli .11: 59011,5 700 be 50566 1298!be WA WA 4T0Ibs WA 5331= WA WA WA 882 b. BBS Ib. 1120[be 250" _ P. 17411. Date �Q4f,� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By r FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10. FIGURE 11: Aiiem a hoduct' • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 11;1 1 I f 1111 • • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ............L ,1 •• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �;L%biSC •••�'Q • • •. • 8.000' `t .;7 S • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS ),Ir;.541.105 • • • • • ' '• • • 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON -- FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE •D••.���� I rtl� EIE nu • CLIP 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .`'�FIGURES ) AT ( CONCRETE BLOCK UNIT CMU SHALL CONFORM TO AS7M G90.WOOD SHALL BEPRESSURE-TREATED . .) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL 886063-75 AND BE A MINIMUM OF.125" '• c��n •.....•USEMUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO PAIR IN X11, 4�`� PAIRS. BE AT LEAST.125'THICK AND 838.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X 8"X.25' A.LYOUMILL�R,P.E. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E,#58705 TABLE 14A „ k Mullion Capacity Table Ibeffe) Opening Width(for aeNcalyspanring mullons)or Opening Height(for horizonta*spemhg mullions) W In W in 701n 901. 1 901n 1001. 1201n 1401n 7601n WO Rrxtangular TwplTdaM. Rectangular Traprreang. Rectangular Trap/Tdarg. Reda.gdar TrapRd m Rectangular TreprTdarg. Redergutar TrepRdarg. ReclanpAar Trap?darg. Recangular Trap'Trlag. Rectangular TraprTdong - 1.28"x 2.11'• Loading Leadlrg Loading Loading Leading Leadirg Loading LoadBg L..Wra LOW19 L.6,nS 41 L.oadUV Loading Loadrrg LW&V Loading Loeding Lo dirg c �w x.126"Alum .. ,- .. g .. s� �g.. $ $., fag, '�_ a Tube Mull a fi �� fi� �•5 fi� bG fi �� ag fi �� a� fi �� "»� .5 $ Fs 5 e N 421n 144.21 526 1 167.0 428 120.2 S26 1489 419 103.0 528 1389 414 90.1 S26 134.8 41160.1 526 134.1 411 721 526 134.1 411 60.1 626 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 W 481n 90.6 403 1080 333 60.5 403 94.7 32'5 69.0 403 86.4 320 60.4 403 81.4 317 637 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.6 403 786 314 30.2 403 79.8 314 U.160.82510 823 382 97.0 301 68.6 382 79.3 294 65.8 362 71.9 289 51.6 362 67.2 286 457 362 64.6 264 41.2 36.1 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 287 362 63.5 283 -3 o {, 541n 67.a 318 74.1 267 686 318 64.2 2B1 48.5 318 67.7 265 424 319 63.5 253 37.7 316 60.8 250 339 318 49.5 249 283 318 49.1 249 24.2 318 49.1 24B 21.2 318 49.1 248 W C> T9 m 60 N 49.5 256 63.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.8 258 37.2 207 27.6 258 34.9 204 24.7 260 33.4 203 20.6 255 32.2 201 17.7 266 32.2 201 76.6 268 322 201 f=" U Ip J _ 63 1n 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.6 189 237 234 29.4 198 21.4 234 28.0 184 17.8 234 26.6 183 15.3 234 265 183 13.4 234 28.5 103 W J OL 66 In 37.2 213 39.4 183 31.0 213 337 179 2B.6 213 29,3 176 23.2 213 27.0 173 2Q6 213 25.1 170 16.0 213 237 169 15.5 213 222 1B7 13.3 213 220 1W 11.6 213 22.0 168 Z (n g m 72 In 26.8 179 3011 155 239 179 #1'3 2014 179 22.5 149 17.9 179 20.3 147 159 179 18.7 145 J 761n 24.3 161 25.4 140 20.3 lot 17.4 161 19.0 135 15,2 161 17.0 133 G z78h 715 152 23.5 133 78.8 252 16.1 162 77.5 128 Q ') �' 1- 04 E 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q ` Z N O Anchor Cep#clbr Table Obs) (- X 00 `o ANCHOR CAP.,,, mo 6� Stbsu.te 27kCmmte 13.6k Com. Ilo3prCMU FIkdCMU Pi Woad Mehl (DP)X( >=ANCHOR CAP.,,, en B MULLION CAP.,„,,,,,,, SIL6•Eko 114*SS Eko 5116'Eko 114'SS Elco #10 Sled 412 Steel #12 Sleet 7 Arena TypC 9116'Eko UlBacm 1/4*EIco U9am 3/I6'Eko U3racOn 114'EkD VII2cm w AnchorCup Patterns unam ngpecatrc uliracm Agl►eGator screw(es)scre4lcs) screw(os) USE THIS FORMULA TO OBTAIN THE'ANCHOR d' x `L Y E1W OI11mee n 1• 2-vr r 2-irZ 3-ve• r 2-12• I 2-12• Y 3-v9• z 0.48• 0.54• 6.324' CAPACITY REQUIRED"CORRESPONDING TO AN y FmuNtnenl pnj 1314• 114' +3'4' 1314* 7 1.1/4• 1-V4• 1-114' 1-V4' 1-1/4* 1-v4* 2• 1.3ra• ta'a tales ACTUAL PRESSURE REQUIREMENT FOR THE U N Q sanro3 QT Min.o.c/ D6A a / 1' 7801ts 7a0 ms Geo I. '.. 1a76 im 548 ms wo los wa 7632. 749105 080106 18MIZA .1 B86 ws 1430-16 OPENING,WHEN IT IS LOWER THAN THE MULLION Q � Z O p CAPACITY(FROM THE TABLE)OF THE SELECTED d` m N to MULLION,IT WILL YIELD A MINIMUM ANCHOR g E 0 ma CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1,266"� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. pFODUCT REVISED U;culnplyin8%V16%the Florid/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. 1lufld'u1e Codo (�o021s o FIGURE 1: Acaplance I0 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, E.piraVmDtQzKM92p�� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. P.118' py FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I Mi Dada hgduct' ANGLE CLIP MUST BE USED IN PAIRS. L 125• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r 1U .• 4c YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' 1 ��,•'�1'�F tiF THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26"X 2.11'X.125'MULLION R� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. -" r'r - •3" rT 11 L-OF A.LY<�fV1MILL��,P.E. FL P,E.#68705 TABLE 15A o " Mullion Capacity Table Ib51R2) A Oponing Width(for verilcalVaparnirg mdiore)orOpening Height(for hodzoda4y-spari irg mdions) X777 50 N 60 N 70 N 801n 901n 1001. 120 N 140 In 1501, Y2 O Rectangular TralJTdang. RectengWar Tf Tderg. Reclengdar TraplTdang. Rectangrler TrePlTdeng- Rectmgdm Trepintmg. Reclmgr4ar Treprrdang. Rectmgdar TwTffl.g. RW,%du Tteprrdeng. Rectmguler TOWN 9. a C 3.26"30 Legg Loadng LoadnH Loadlg tcadag Lmdng Lmdna Lmdna Leading Loedng Lmdng L-gnc laadrg L ft Leadng Laadlg Loafing loafing oY DEG.AL 1.Tili 2: p A 2• D t• ' k A x A .P .Al L• � ULL .1; _E .E uE u$ u BS 6$ 8$ 8 3 $ 3 �$ uS B & S B s m ha 6 0�BAYM ig 4j s s p. >? a�1 1 s e� s �� g � to Nrn f- o 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 519 110.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1458 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 621 J W 48 N 170.0 708 170.0 524 170.0 550 170.0 SM 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1571 170.0 680 _ 50.626 In 170.0 747 170.0 583 170.0 098 170.0 631 170.0 1048 470.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 IM.2 1443 170.0 758 138.9 1443 170.0 756 117.3 1443 170.0 766 102.6 1443 170.0 768 U1 O 0 M N 170.0 707 170.0 812 170.0 956 170.0 891 170.0 1118 170.0 764 170.0 1275 170.0 803 160.4 1.353 170.0 837 144.3 1353 170.0 558 120.3 1353 170.0 061 103.1 1353 170.0 881 90.2 1353 170,0 861 m C7 ~ CO 60 N 170.0 895 170,0 701 170.0 1063 170.0 707 187.0 1210 170.0 579 146.1 1210 170.0 944 129.8 1218 138.0 978 118.0 1215 152.1 924 97,1 IZIB 148.1 013 83.6 1210 140.1 013 73.1 1210 146.1 91] F- V 631. 170.0 930 170.0 745 170.0 1116 170.0 850 160.2 1150 166.6 933 131A 1150 163.0 014 118.0 1160 141,9 898 105.1 1150 134.2 095 07.8 1150 126.7 971 75,1 1160 128.2 070 95.7 1450 126.2 670 a m LL 31 66 in 170.0 071 170.0 789 152.4 1045 165.6 081 130.6 1048 146.6 8MM 114.3 1048 133.1 650 101.6 1045 123.4 SM 81.4 1048 115.0 630 76.2 1016 109.4821 85.3 1040 108.2 016 57.1 1048 106.2 Big Z (n pp J. p�Z �c 72112 1{0.8 BBO 147.e 704 117A 880 128.0 716 100.8 090 110.5 734 86,0 e60 100,0 722 78.2 850 92.0 712 70.4 050 80.2 70.1 5B.7 080 70.2 693 50.3 600 78.6 805 44.0 580 78.4 MB Q Q 6Z 119.7 7D0 125.1 690 09.8 790 106.4 816 65.5 790 93.3 663 74.6 750 63.9 652 66.5 790 76.0 043 59,0 790 71,7 835 49.9 790 65.1 024 42.8 780 621 619 37.4 790 61.5 817 Q 2 781, 110.8 750 115.5 657 923 750 90.1 BM 79.1 750 65.9 632 692 760 J34 61.5 750 70.6 012 55.4 750 65.7 605 48.2 769 69.4 594 30.6 750 66.2 5118 34,6 750 65.5 508 Z Q Q N 90 In 721 663 74A 500 60.1 563 829 491 51.5 563 04.8 463 45.1 563 40.1 563 NA 468 38.1 563 40.8 402 30.0 567 35.2 452 25.8 503 33.3 445 225 683 31.8 442 H W-.Z _O 06 In 69.4 495 61.1 443 49.6 495 51.5 435 42A 495 44.5 427 37.1 495 33.0 495 36.1 415 29.7 495 332 409 24.5 495 29.1 400 21.2 495 20.6 304 16.6 195 23.0 390 C/) �1 r o`' 1061, 41.7 391 426 353 34.0 391 35.9 348 29.5 391 31.1 342 28.1 391 23.2 391 24.0 333 20.9 301 22.8 328 17A 391 10.7 321 14.9 391 17.0 315 _3eA J70 382 37S 32.0 370 33.0 370 27.5 370 28.8 325 24.0 370 21.4 370 22.8 316 19.2 370 200 31Z 18.0 370 18.1 309 YQ N rnN 50! 317 30.9 289 2fi,3 J17 28.0 204 21.7 317 21.6 280 1H.0 317 10.0 317 17.9 213 U Q Q M Q Q 1441. 17.6 220 17.8 203 d 2 Z BLE ANCHOR CAPACITYADJUSTMENTFORMULA: Anchor C aCl Table be ANCHOR CAP.,,,•,,,, 6uG91mle: 2.704 Corcrele 3.SIc Conc. Hollow CMU Fded CMU PT Wend WWI (DP_)X( )=ANCHOR CAP.- 5118'Eko 114'SS Eko 5718'Elco 111•Ss Eko 010 Steel d12 Sled 612 Slee! MULLION CAP.,,,•„� Anchor Clip Pattern ArchorType: .3116'Eko UNacon 174'Eko U6recm Sr16'Eko UIVam 114•Elco UlVacm UlV Eh A9pre6elor ultracm ApOreGemr 6crew(05)screw(C5) serew(o5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edga ebtance(N7 1' 2A2• 1• 2-tn' 3-Le• 1. 2.112• 1• 2.112' r 3-vB' r 9.49• o.u• 9.324• CAPACITY REQUIRED-CORRESPONDING TO AN E.Wmenl(In). 1.314' 1-314' .314• 1-314' r 1-114' I-11. 1-114' 1-114• M14' t-114' 2• tare' 1-are' ranee ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amtm 4D 5'Nn.O.C./(2)2x5 Angie Clip I(Fg.t7 3901bs 300 os 0501ba 0905. 1700 ft 27016s 204 Im 304150 7401bs Halm 720160 9468. 3419. 4421ba 560 be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 ArcMre®3.5.8812.O.C.I(2)20 Ande pipsllFg.27 7800. 750 Ns 78016e 1870109 2525 ka M016s 58016s Wq 1120150 740 Ibs BM Ibs IBB21bs 682 Ws BBS Ios 11201b9 CAPACITY(FROM THE TABLE)OF THE SELECTED 6A,0- 277`IA.O.C.12 205 le /(Fig.3 11201bs 11201ba 95010e 2246 IW 2254166 WA 640(59 ILA 10591b9 WA 1320 r. N/A 1022 1b, 1327 Ib. 1680 ID6 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISL-D FIGURE 1: m cen6Plyillg with the Flta)de TABLE NOTES: Rulldin9 Code Acceptance too{(�Osl$.03 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pimtio�D,1, 16 SEE SHEETS 2-4 FOR GENERALINSTALLATION METHODS. By2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. MI DaFIGURE 2: '125' �� t-Y IN 1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. . l Al HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .�<)'•'-DCII^ n FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250• FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED . • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' (/l• l,r 1 G'a 711 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30°BAY U I O �t/-- LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION :'j� S IT r-OF • • THE MATERIAL.#10 S#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ��'• A.LYNN MIL'MR',P.E. FL P.E.#58705 BL 1 a in Mullion Osvitaltv Table IbsW2 P9 5 Oponing Width(forler8call,spaml/g mHlions)or0ponln8 Holyht(for horizontalVspannirg mullions) � � a 501n 80 M 701n 60 in 001n 1001n 1201n 1401n 180 in p Recta guW Tial ri r1g. Reclengolm TmplTdang. Rectangular TraWdong. Rectengdar TmpTdmg. Reclangdm Tmp/TAng. Reclengder R plFdanO Rectangd' TrepTdong. Reclenguler Tmp(Tdeng. Rectangular Trep/Nmg. d 3,26"46 Loading Londng Loading Lowing Loedkg Lowing Loedrg Loadm9 LDedrq Cawing Loading Loading Leading Londing Loading Loading Lowing Lo.dig SZe U DEO.AL �• z z z z a z z F p z z � BAY MULL •S^ $ m S^ $ ,. •zc,. ., F .- .-. a., ,. a.-, $ $,. tO a is s sig g� a s� � � U baa a $ Z "� W 471. 170.01 620 1170.13 435 170.0 744 170.0 478 170.0 Me 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1210 1170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 J W J W 48 N V0.01 708 1 170.0 524 170.0 850 170.0 581 170.0 992 1760 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 000 140,3 1637 170.0 NO 122.8 1637 170.0 650 50.0251n 170.0 747 170.0 563 170.0 808 170.0 631 170.0 1016 170.0 BM 170.0 1195 170.0 723 470.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 75e 120.1 1552 170.0 756 110.4 1652 170.0 750 W o❑ 51N f70.0 787 170,0 812 170.0 956 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 003 170.0 1134 170.0 837 155.2 1455 170.0 659 120.3 t455 170.0 881 110.8 ASS 170.0 561 01.0 1155 170.0 661 m Q F m 80h 170.0 085 170,0 701 170.0 1083 170.0 787 170.0 1210 170.0 878 157.1 1308 170.0 944 179.7 1309 170.0 BB8 125.7 1308 IW.5 084 101.5 1308 157.1 982 89.8 1309 157.1 082 78.11 13118 157.1 082 1- V J W M 170.0 030 170.0 745 170.0 1118 170.0 850 1829 1247 170,0 910 112.5 1217 181.5 983 128.7 1217 152.8 985 114.0 1247 1M.3 052 05.0 1247 138.2 036 81.4 1247 135.7 035 71.3 1217 135.7 935 = d 6881 170.0 974 170.0 789 170,0 1169 170,0 9W 148.4 1100 163.7 065 129.9 1100 147.0 945 115.4 11D0 430.5 028 103.9 1190 120.4 914 88.6 1100 110.5 888 74.2 1100 118.1 893 04.0 1100 1161 693 J$ � e 721n 161.8 1010 169.8 677 131.7 1010 1H.e 859 715.4 1010 177.2 e12 101,0 1010 111.7 828 BB.O 1010 105.8 817 80.0 1010 ea0 807 81.3 1010 BO.B TDS 57.7 1010 87.0 780 50.5 7010 87.7 788 J -i& �Z 3 76 In 137.4 908 143.6 792 114.5 90e 122.0 775 98.1 906 107.1 781 85.0 906 982 749 76.3 908 88.2 730 88.7 006 62.3 729 57.3 008 74.7 718 49.1 908 71.2 710 42.0 OW 70.8 708 Q f 78 In 127.1 881 132.5 751 105.9 861 112.5 738 D0.6 061 95.0 725 79A 881 88,5 713 70,8 801 61.0 703 00.0 501 75.4 884 53.0 561 68.1 601 45A 661 81,5 675 39,7 861 00.7 672 1- Q Q N O 901n 82.7 848 65A 574 68.9 60 72.1 SBI 59.1 618 82.0 554 51.7 BIB 56.1 515 48.0 648 60,g 637 41.4 648 47.0 530 34.5 648 41.5 510 2B.5 648 311.2 511 25.9 die 38.5 507 Q m Z � ii aO.o F- U.1 a S'CD Z'- 961n 682 S68 70.1 SOB 56.8 566 59.1 189 48.7 588 51A 191 12.8 588 l5.0 IB7 37.9 588 41.4 476 31.1 See 38.1 170 28.1 588 33A /SB 24.3 568 30.5 452 21.3 508 26.7 447 (n W �H o' 1061. 47.0 440 46.9 405 30.9 M9 41.2 399 74.2 449 35.7 393 29.9 440 31.7 367 20.6 449 28.6 382 23.9 MB 261 377 20.0 NB 22.7 360 17.1 N9 20.4 361 150 M9 16.9 356 It J Ur 111 N 41.1 425 45.0 385 36.0 425 37.9 378 31.5 425 328 373 27.6 425 20.1 387 24.6 425 28.2 382 221 125 21.0 358 18.4 125 20.7 350 16.6 125 141.0 343 p 2 1201. 31.0 364 35.5 331 28.1 364 29.6 320 21.9 304 25.e 321 21.0 364 228 317 19.1 364 20.5 313 17.5 384 10.7 300 U in Q O 1441. 20.2 253 20.4 233 16.0 253 17.1 230 0. z mgl) U) TABLE 188 ANCHOR CAPACITY ADJUSTMENT FORMULA: K AnehorCa act Table Ib9 ANCHORCAI.„°,L, o o� Sutalmle: 2.7k C ,el. 3.5k Cone. H04on rmu Faed CMU PT Wood Mehl MIR-)X( )=ANCHOR CAP.,,, y78•Eko 114'SS Eka y16'Elco 1(1'SS Eko i"o Steel 812 Steal 012 Sted MULLION CAP. ,,,,,, Anchor Clip Patterns A.WTyF.: 7116'Eko U158con IIVEko UIVecm 118-Eko U111.0n 1r4'Ek.UNacan uluecon Aggrecaroor Ult-0n Aggre68tor scmw(G5)6cumi05) Stnm(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dislanco on): 1' 2-12• r 247 3416' 1• 2-Ire 1' z-1a' 2- 3.110- z' o.le• 0.54• .9,321• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment MY t-314• 1-011- 1.". 1-314' 2' 1-714• 1-114- 1-114' 4.114• 1-Ila• 1.111' 2' tJ18' 1318• wdes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anehms&5.59.O.a/I2)ZC5Ang4e Clip I ft.t 390 ros 390 ro. 450 me 890[be 1700 lb. 210rtm 280 lbs 1 354 IDs 1 740 ro. 314 fes 72Dros 948ros 344 roe llztba 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION a Arnlia. 3,5'Min.O.C.rQ)2.5A kC4ps 1 ft.2L 700@8 75096 780W 15101bs 2525 W. 540 lbs 5601bs WA 1120 Ito 74e1m 68014. MUMS eeztbe roes robs 11201b. CAPACITY(FROM THE TABLE)OF THE SELECTED BArlcha. 27PMin.2..612288An q r .3' 1120158 11201b. 056Ins 2246lb. 225410. WA 840156 WA IG591b. WA 1320 A. WA 10221ba 1327 rob low lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCT REVISED FIGURE 1: az complying wilh Ow Florida TABLENOTES: Building Code Ifo•O'Ll$.O.3 Ampizncc No • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex imlion DateZ�2I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B Y 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Miam' ?mInct FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 0 ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' -45'-- ��rJ:.• �,� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'v\rJ.PIS� z: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' pIO,5F1(0�� FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED 0. 6 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT -l4 •. �, LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULL ON f� �:TY,('.01- •••;���'� THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. n ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ��r'il`S;SJ r t� t'• , A.LYNNrry1I�LeR;�.E. FL P.E.#58705 -1 1.000^ r- _-� 1.000 �- 1.062"-1 1 .osz-11 740" a .063'- .385" .062' I }^{�-.125• -'11'.125' 062' I o 4.0004• I -.125"STANDARD CLIP I en 4.000' 4.000' 2625• 2.000' 6063-T6 ALUM. 2.125' 2.000' 2X5 ANGLE CLIP b a ,125• X-SECTION UC LIP 6063•T6 ALUM. I 6063-76 ALUM. I X•SECTION ,125• N .125" .125^ •125' X-SECTION L m Cn W 0311 .,25•J � h _ CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J lWL •125 ,199• DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE .375' 375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR � m 0_'o fA 1'X4'X.125'� 11 4"X.375" 1'X4'X.375' HOLE DIAMETER:ANCHOR DIAMETER+Ill 6'- W O O MULLION MULLION 'T'-MULLION 5.500' '7 co Z M 9) 5.000" t 8063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 3125•- CUT HERETO 376• 375• U f0 X-SECTION X-SECTION X.SECTION .375' -`I_CREATE-IP,SEE -- ^�MIN. N J MIN. I DETAIL F.SHEET4 Od _L Z 0 t12 LLJ •375' _Z g m _ r_______ r___-_-_- _ CENTER OF r_________ .375' _F 1.250' t2- i I i I I ANCHOR HOLE MIN. J a rcZ I I I MUSTLIEWITHIN I I Q J "� I I I I I THE DASHED � I I I I BOUNDARY.SEE I 1 I} I I F SHEETS 5.20 FOR I I Z U a CV o 2.875"9- I _-_.I I - _ _ 1 - -THE ANCHOR O.C. F _ I ____. _ _-_I. F Q Z O O 3. I I I I F DISTANCE. I I Z � I I I MAXIMUM I W O 3.250' 3. I I I I I ANCHOR HOLE I I Y Y I I I I I DIAMETER: I I 00 1 I I I ANCHOR00" L J LJ _ L.____-_____DIAMETER+1116'..100" 2X5ANGLECLIPyg� Z m UyQ ^ L. L 56063-TB ALUMTANDARD . 8063-8 ALUM. 60TOPV EW ALUM. m � --i .820• F--' I --1 .820" F--- --1 .820" 1-- CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25"X 3.25X.100' i.25'X 3.25'X.024' 1.250 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 Dlmentlon Value(1n) For Mullion: Dlmenelon Value(In)For Mulllom 6005-TS ALUM. 6005.75 ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1116'. F 3.68 1 X X F 1.936 1.25•X3.25" X-SECTION X-SECTION X-SECTION G 1,000 •125• G 0.600 X.624' H 2680 Aluminum H 1.438 Aluminum Q 3.469' 5.500' 1 3.ODO Tube Mullion 1 3.250 Tube Mullion .375 375" F 3.107 1'X4X F 2.625 1.25'X3.94' 1.377'� •125 MIN. G 0.767 .375• G 1.125 X.624' _ _ ___ _______� H 2430 Aluminum H 1.500 Aluminum --rAUcr REVISED I _ I 3000 Tube 8'T 1 3.250 Ube Mullion :a complying wig,the Florida IF 2260 1.25•X3.25' F 2.013 30'Ba Mull BuildingCde .125' I I G 0.760 X.100' F 2.076 8Mullpiml nme 2�)I I I I H1.500 Aluminum.125• 2.250" 1 I I I I I30° 3250 Tube MWlion D yMi Dade Froducl 3.260'45'BAY MI I I TABLE D 30'BAY MULLION 6083-TBL_ __ Mull DlmendonPOTPartp6063-TBALUM. I X-SEC ` J Mullion SId.Cllp OHmtCllp ULllp An9laDlip(eheetp)X•SECTION ���Q•,r'1CCNS@ G OFFSET CLIP 1'X4'X.125'(10) 89384 688111M 68B1122M 686241M 666518M ,.• .iC�� T I r I ` .125' I 6003.76 ALUM. 1'X4'X.376'(11) 66810 666112M 6661123M 666242M 666519M .228'J .981•-i .228'J r-.981•-1 .740' TOPVIEW - r: 1'IU.LI(STOJ ,'X4•X.375''7(11) 68653 666112M 6681123M 00242M W519M NOTES: 1.25'X3.25'X.100.03) 20160 6681127M 6661124M 8862410M 0065115M ;A 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25•%3.25•X.024•(14) 20181 8681126M 8881125M 6682411M 6085116M ` l A U, 1,25'X3.94'X.624•(15) 20182 6881117M 8881126M 068241M 666517M �:.'� S It:)F ";� 30 Deprea 19 88849 WA WA WA 6685110M '���`•''•.FLURIOC•'.�c" 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. ( ) " A .. \ 46 Deg-o(20) 66850 WA NIA WA 6885111M •�/5`S�( nlI,4ER;�.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.Ot FL P.E. 58705 TABLE E Mull Dimension PGT Part# 3 (sheet#) U-Clip Angle Clip . p " --II--.125" �x� a 2"X4"X,25"(16) 66602 666261M 666271M 6665112M I --11--.125" A ° 2"X 6"X.25"(17) 66604 566262M 666272M 0665113M I STANDARD CLIP I U-CLIP I 2X5 ANGLE CLIP oz a 6063-T6 ALUM. 6063-T6 ALUM. 6063.76 ALUM. 2.000" X-SECTION 2.125" I XSECTION 2.000" X-SECTION ^ k NOTES: N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I - LO 125 I •125' .125• co mM�m F DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - - Z yN 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I �---1 490'-^I O f- HOLELOCATIONS. W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. :r5.500" CUT HERETO6.000"--- w U C N 3.500' CREATE F•CLIP, 5.000" _ 37y m oo OF -2.000" .375" __ I_ .375' .375' MIN. ❑ OZ co J) SEE DETAIL F, MIN, SHEET4 MIN. F-' N J Z r________ ______ .________1-_ __ { -_________ . I I f ___'I I z iy ...ppp I I I t I � ❑N I I 1 I Q d dd VZ' a.000 I I � -I-- --- --1--- 3.436° @ + 3.436" Pe j ------- .259'-^ 2•X4'X.25' Z ❑ N �r MULLION 3.438' I I < Z..Z np O 6063-T6 ALUM. 1 I I (n Q X-SECTION I I j 1 •375• 55 Z w o a �- I ----� --' -- L---------------------I-- MIN. w O -� Of J W L- STANDARDCUP03-T6 ALUM. 2X5 ANGLE CLIP QU-CLQ CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2I X 4P. oMULl ON,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. a Z�0 N .250" -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �_ m O s.O SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. m €Of mQ' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE p DIAMETER:ANCHOR DIAMETER.1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER i 1116". SHEETS 5-20 FOR THE ANCHOR O.C. -5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER♦1116'. 5.000, [-2.000-1 375, 3.500' ^I CREATE F-CLIP, ,375" SEE DETAIL F, __ .375" MIN. �-SHEET4 MIN. MIN. .375° -------- -- ------- --- -- r-----------------------i I ------------ I I I I I I I I I I ,;2Q�JUC1'REVISED 1 I j j av complying wilA the Flmidb I I I I Building Code A-PI-ce No 1 b-Oxt 6.03 I I F,pimlicm Date QO2) I I BY .250"0211- 6.000• _I-_ �._ __- _ 4. ma_ -._ 5.438„ 9- ------5.436" I 5.438" K 011 / /2"X6•X.25•MULLION6063-T6 ALUM. I I I I - 140.56705X-SECTION I I I I .375"I L_______________ MIN. S1JotOrlDSTANDARD CUP U-CUP 2X5 ANGLE CLIP 6063.76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. (1(,ll TOP VIEW USED FOR 2"X 6'MULLION SHEET 17 TOPVIEW TOPVIEW A.LYNN MILLER,P.E. FL P.E.#56705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH IS 2-114'.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 25,THE COLUMN USING ®O� u• - [-_-- ---- 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. gN��n 7, _ —t x4' a -SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375'MULLION LENGTH=72',OPENING WIDTH=70'MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD $ x FENESTRATION DETAILS, ( ) 4x K PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. sz g v APPROVAL 2.3 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650-MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72' OPENING AND MAY 8E USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LoN MULLION - --- LEN GTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 DD � 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 in N N S APPLY TO THE OVERALL ASSEMBLYSEE;, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL 0 SHEET .FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J W 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. jr i co __J IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO SE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU C5 Q NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: CO N 32' --1 F--MULL WIDTH 636 LBS ~ J (60 PSF)X( >=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH -- 72,7 PSF 9c m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A Z DESIGN PRESSURE OF 450.01-55.0 PSF. Q GGT FOR THE VERTICAL MULLION: I`_ Q N Z `o 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105"AND THE OPENING WIDTH IS 36"+3B'+1'=73.REFERENCING SHEET 25, ¢ Zco 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 co (n Jj o .- EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. LU o W D- MULLWIDTH-- FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH=SO-)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF D' g S II AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. LU 0 F FROM TABLE 12A,SHEET 16,THE 2"X 4-X.250"MULLION(LENGTH=1OW,OPENING WIDTH=80')HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q. Z 0 SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. mO„Q SEE DETAILS, U- $�mw 32 FENESTRATION sHEE7S BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',NOT 73'AS PREVIOUSLY ti $ o 9-� PRODUCT'S 2-3� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-112"+35-112'+2"=73"). i 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 BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION -� USING THE STANDARD CUP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS NMICH IS GREATER,AND SEE EE LENGTH pETEE DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. a OPENING SHEETS 2-3SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HOR17MULLION TYPE COULD BE CHOSEN. LuPR({)UCT REVISED MUON 7Y /// �/ 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALJTRIANGULAR LOADING MAY BE ll ildi.lC d wish 0lo Florid9 USED.FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250-MULLION(@ LENGTH=42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE A,,,.,..1(0-021$.O,g REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. Pimlion lialc /jpZ 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" .4's y .� 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►rodup 2a (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED l t l I I --- ANCHOR CAPACITY OF 521 LBS. 38',HOPoz. III 38',HORIi I --I F-- --{ 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 128 FOR THE LLCL1P SHOWS THE ANCHOR `�\T�,`t,•''\,\CGNS� <<'P MULL LENGTH MULL LENGTH I CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL- ANCHOR TYPE IS A#12 STEEL SCREW. NO.56IO;i FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: CY= +1-64.7 PSF FROM THE VERTICAL MULLION; , y ,O 1{j +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; 1L, +1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ()' S AI f•.U �;`' THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. "�'\�.•'•./`LO;<1DI)' \C: . VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION rr�'�()IVAL•�'�`� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILL��2,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MULLION. R P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: W ongn i<f y3�x O PW 6 PW PW � a8 w I - d SHIDH SH/OH - SHIDH SHIDH 1 PW Z N zm fn I PW O Q w w 'a) LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m C) F- SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i / J Wil.—_—__I_ LOADING OF VERTICAL MULLION ".2@ M 1w PW LOADING OF HORIZONTAL—MULLION LOAD{NG OF HORIZONTAL MULLION Q d° .d. PW I Z Q X Z N F LLll co 0 --- _ 1 PW PW �o PW PW W Z ji Of Q vYi U)SHIDH SHIDH- - _ - - I - __ _- _ - _ M5HIDH SHIDH I — ¢ 0Z LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I _ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I I _ _ PW PW _ HR IIL I - I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL _ _ MULLION PA' HINGED j DOOR PW PW I NOTES: -XGtIUCTIWVISED I as cmnplying wish Ihu Ftodde I 1)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL AaeMwue tJu p j PW CONFIGURATIONS. 's i�It ire QO J PW - - - CONFIGURATIONS NOT SHOWN fly I MAY BE EXTRAPOLATED FROM Mmi a Prodau THOSE SHOWN. I j 2)IF THE LOADING TYPE CANNOT \���\�•� Ll'I:!d ��r�ii� BE DETERMINED,USE I / -�PW RECTANGULAR LOADING.PW PW ',%`%E / 3 SEE PRODUCTS'APPROVAL FOR -- - - - I ) Na.56705 Z ACTUAL ANCHOR LOCATIONS. _ F CA VERTILMULLION LOADING OF VERTICAL MULLION I w PANEL OF HINGED DOOR LOADING OIS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS •'•C�`� TL OF I .l COR'OI`.•. �\. LOADING OF HORIZONTAL A. C IN LOADING OF VERTICAL A.LYNN MULLION MULLION FL P.E.#58705