Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
Florida Building Code Online Page 1 of 2 BCIS Home $ Log In ; User Registration ; Hot Topics Submit Surcharge Stats&Facts Publications ; FBC Staff BCIS Site Map Links Search i H `Product Approval .USER:Public User OCT Product ApaMyai Meal>Product or Application Search>A )I'ati ..st>Appliea n Detal PEPrrilTIFINc (• �� � FL# FL261-R10 St. Lucie County FL Application Type Revision ' Code Version 2014 Application Status Approved pproved 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 Technology Drive North Venice,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 (2i:onMark Address/Phone/Email Category Subcategory Compliance Method 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=wGEVXQwtDquaucolwmuGt... 10/12/2016 Florida Building Code Online Page 2 of 2 Summary of Products FL# C Model,Number or Name Descrlption 261.1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions Limits of Use Certification-Ages ertificate Approved for use in HVHZ:Yes FL261 RIO C CAC 16-021 . Approved for use outside HVHZ:Yes a ty Assurance t Expira Date Impact Resistant:Yes 05/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance( )for FL261 RSO II 16-0218.03.odf product performance information,and mullion clip anchorage detal Created by Independent Third 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 mall 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: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGt... 10/12/2016 MIAM I-DADE 1NIIA59I-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC R) SOURCM MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industriesi Inc. 1070 Technol;,fi,Drive North VeYSl",1"'L 34275 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted.by Miaini-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 Count), Product Control Section that this praduct or material fails to meet the requirements of the applicable building code. This product is approved as described he t th the l+lorida Building Code, including the H' ocity Hurricane Zoiue: DESCRIPT : Series"PGT"Clipped Extruded Aluminum Tube Mullion—L,M.I. AI']PROVAI,liD 0-63 i e npa�t Resistant Aluminum Tube Mullions", sheets 1 through 25 of 2.5, prepared by manufacturer., dated 08/29111, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, RE,, bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permauent label with the manufacturer's name or logo, city, state, model/series, an.d following statement: "Miami-Dade County Produ,;t 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. TEIZ1bIICdATION of this NOA will ocGnr after thu expiration date or if tliare 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 an), 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 Miaini-Dade County, Florida, and followed by Che. expiration date may be displayed in advertising literature. If any portion of the MOA 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 1-evisps and renews NOA.#14-1105.01 and consists of this page 1. and evidence pages E-1 and E-2,as well 3s approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. / NOA;i o. - �uiugbyl MIAMI.DADECOUNTY Expirnt11atc; Mav 26,2021 �s J�ll� Page 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS ' 1. Manufacturer's die drawings and sections. (gt bndtted under NOA No. 10-08.19.OS) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 throtigh 25 of 25, dated 08/29/11, wAh revis.ion. B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test, pe-r 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. 16-08.1.9.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 amt with FBC 5th Edition (2014), prepared by :manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY A.S,SUR.P ACF 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAI, CERTIFICATIONS 1. None. manue a-ez,P.E. Product Contfol aminer NOA Mt. 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 scaled by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated Febrraary 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 Ir_idustries, Inc, for their Series "PGT" Clipped Extruded Aluminaim Tube Mullion - L.M.I., approved on 02/12115 and expiring on 05/26/16. Manuel ,P.E. Product ContiVI,,-0218.03 miner NOA No Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 I SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: „ NON-IMPACT OR LARGE AND SMALL n c� 1 DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE AND SHOULD BE 1RR0. Y �x� 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............._................ FIGURE I: 1 a o ELEVATIONS......................._........1 8 MULLT02XWOOD._.....................2 MULTIPLE —OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 0 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X&MASONRY....._.......2 8 Y MULLIONS r - -� INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES......._.........2 SEE DETAILS.G.H' RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. MULL TO MASONRY.......................3 AA,G,H; SHAPE _ SHEETS i-3 MULLTO STEEL STUD..................3 � -- - 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................•3 % JIT.\ DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN Ul80.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 ALTERNATATE CLIPS_...................4 z IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, O DAY MULL INSTALLATION.........._..4 1 X 2%.125 MULL SPECS._............5 W 41 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2%.376 MULL SPECS...............6 _ / V INSTRUCTIONS. 1 X2.75X.375 MULL SPECS..........7 a= U) iX2.76 X.65 MULL SPECS__........e Z �B SEE DETAILS I I III 1 X 3.126 X.500 MULL SPECS...._..9 W O p I I�I 6 USE THE COMBINED WIDTH OR HEIGHT OF ONLY 7W0 ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND s1Ai rS2-.i-.i / lyli.___ _____r.il )1SEE OETAIs ONLY 7ANCH0Y OADJACENT UNIRAGE FOR THE TS ATNATIIMEI WHEN USON,SEE EINGTHE DESIGNMPLES ON PRESSUREANCHORAGETABLES TABLES.S SHEET AND SHEET 24.FOR MULTIPLE THEDESIGN ITS,CONSIDER X 4 X.376 TUE MULLSPES._....._...-1B � J 1 ATHRUG; 7X4 X.376 TUDE MULL SPECS..,.11 = Q `\ �-t SHEETS 23 1 X 4 X.376 T MULL SPECS........11 J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W OPENING 1,25 X 3.166 X.266 MULL SPECS...12 J VERT, HItCIIT 1.25 X 3.25 X.100 MULL SPECS.._.13 Z W z M � MULL FOR B)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO T HE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS.....14 LENGTH HORIZONTAL 1,26%3.64X.624 MULL SPECS 15 j Z"e W MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 4X.25 MULL SPECS_........_....18 J Q o Z SEE DETAIL E. 2XBX.26 MULL ................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q to �- -SHEEY3 1.26 X 2.11 X.125 MULL SPECS....18 UJ r• AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Q o 30°X 3.26 BAY MULL SPECS_.......20 REACTIONS. q5'%326 BAY MULL SPECS.........20 Q O Z MULLION&CLIP DIMENSIONS...._21.23 AID FENESTRATION B)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOA'S EXAMPLES 1 5,2............._...............24 �T PRODUCTS MAY LOADING EXAMPLES......................25 co I -a OF ANY TYPE. 9)h1ULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING d WMUST BE L Y MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F, Z tD U) U.BY POT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U C9 Z. O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. v.0 ' SEA O,G,. I. 11)QUANTITY OF UNITS WITH04 AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING i— HDRIZONTAL SHEETS WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES W ITH THE REQUIREMENTS OF THIS NOA. MULL —– 2-3' V LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFTP)FOR THE OPENING USING THE ASCE-7 STANDARD. MULL OP I--HORIZ.MULL LENGTH--1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. '1 LENGTH 1- 1 —V —I 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULAR/TRAPEZOIDAL'. If_r OPErIInG _'3--_�_- 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES IA THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCf REVI58D MHGHT l —�) ns complying with the FIORdi FOR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE 1iw1dNg Code OPENING MULL i� HORIZ. � )� v I. MULLION CAPACITY(LBB/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OS1i11NED IN pcceplance No ��" HEIGHT LENGTH MULL p I MULL STEP 1). pirml Dale 12�� LENGTH 1 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED fLBS).THIS VALUE By - --- - - —,-_-�- REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Mlmni a 14 1-Con SINGLE MULLION SIP! E MULLIO' IFORRVER11CNG ALMULL - 6)FROM THE ANCHOR CAPACITY(LBSI TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��\IlN( LYNN• & I/i, � OPENING WID18 �,_ ANCHORISUBSTRATEIANCHOR•CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \` \O • ••• ,<(,p �FORVERTICALMULL CAPACITY IS MET. a� �IGT:NS� '•,� '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS . IF THE MULLION CAPACITY(LBSIFT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT' No.58705 )FOR THE � FROM FIGURE 1 ABOVE 1) _ _ OPENING,YOU MAY Usti 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 - rc STANDARDS USED: -JlIj •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION v'•. y TE F •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBS/FT)OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION % X\ •, f(OR1UD;,.•'G\� *ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. ��, Sys '••[(•pppp•��,�" ' •AISI-5100.07/52-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN ASPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORAPERMIT. A�Lh4N� l},yfF,21 PSE. FL P. 58705 p oN n hh DETAIL A: DETAIL B: -MULLION 0 MULLION TO 2X WOOD BUCK —MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP•ANCHOR o a w OR WOOD FRAMING WOOD BUCK AND MASONRY ANDPER SUBSTRATE, ^Y (OFFSET CUP SHOWN) (STANDARD CLIP SHOWN) arTHEIRS' SEE SEE TABLES IB•16B LCI SEE NOTE 1, N MULLION SHEET I. b N E m d I. 1 I I 621SI, EESHEETS //� je I MIN 2.7 KSI EDGE 0 111 EITHERTHE I I 3 FOR HOLE / a I I CONCRETE OR CMU I 10{STANCE. J LLd u STANDARD OR - e I LOCATIONS J ^ I .1 F--#-SEE SEE TABLES OFFSETMULL ^ EDGE `' FOORMA ONRCE 10-168 S fn CUP MAV BE DISTANCE a I FORMASONRY w p S O INSTALLED BY d u I I I FOR WOOD/ I I �.a ANCHORS m Q Q THIS METHOD. SCREWS _ 260•MAX FOR I^� I I I SIDE VIEW 7 Z � q ALL MULLIONS d `\ 2 J d e EITHERTHE u _ STANDARD OR V i v OFFSET MULL Z Q Q CLIP MAY BE EXTERIOR I'HSTALIED BY 'D— - ITHISMETHO", J Z ' d EDGE n , DISTANCE-_/` ^ F a FOR eA Z Z Q 01 p MASONRY ^ Q 0 Z c" a THE OFFSET CLIP IS ANCHORS f-. I—-- W 8- RECOMMENDED FOR (n Q t EO gr EXTERIOR ^° FW-FRAMED Jl JS o 0 WINDOWS,BUT MAY W ALSO BE USED FOR 0: r Y. Y OTHER FRAME TYPES. F, Tn W (n U Z ¢ O O x a' S 0n0,0 In ANCHOR X51 TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, —PE UBSTRATE, PER SUBSTRATE, SEE TABLES IB-16B SEE SUES IBA68 SEETABLES 1B•168EDGEIEN. �DISTANCE BUCK57 IP SEE TABLES AND -- _ T - EMBEDMENT / BUCKSTRIP 1B-160 ATTACHME I , AND EMBEDME BY OTHERS, ---�-, ATTACHMENT 1 SEE NOTE I. SHEET 1. BY OTHERS, ^ SEE NOTE 1, SHEET 1. - .•• V 2.7 KSI CONCRETE OR CMU SIDE VIEW ONT VIEW PRODUCTREVISED as celnplyimg W i1h fhe CIoTib FRONT VIEW Building Code N A,"plmw o ��! Ex iralion Date INSTALLATION NOTES: - 0 Miemi de)•lvdUcl 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III I 2)QUANTITY OF ANC}IORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ��`1 C�"{LYNP1 41' ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ���U•'•CENSE•'�F'P CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE F:• �� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. -k:'. ND.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ /,I (i(��/��Q�,lr CY= 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. S Ir.oF �- 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED o'`-'•.,XCOIi1DP.••'(j ELCO ULTRACON OR ELCO 114"S,S.AGGREGATOR MASONRY ANCHORS. ,/�Y�S�S.(J�V � A.L{NNIMILLEA P.E. FL P•E.#58705 DETAIL E: DETAIL C: __'o .726.MIH. MULLION TO MULLION ® tt MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: -� U-CLIP MASONRY STRUCTURE MULLION { ) 1)MAY BE INSTALLED IN-TEE'OR"CROSS- � o (STANDARD CLIP SHOWN) _ INTERSECTIONS. 4g VARIES s= pz I` 2)MAY BE INSTALLED HORIZONTALLY I (SHOWN)OR VERTICALLY. I TYP. CHOR c'• , (V EITHER THE I I I PER UBSTRATE, L = 3)SEE U-CLIP DRAWINGS,SHEETS 21-23OFFSET M S m STANDARD OR SE LES 1B-139 S CLIP MAY BEL _ I I gg` TOP VIEW FOR CORRESPONDING MULLION. Z �w INSTALLED BY I� _ II I Ia� EDGE DISTANCE 'MULLION O THIS METHOD. < I I ANCHORS VARIES J W 1 ANCHORS J 112 STEEL SCREWS. _ SELF-DRILLING OR PRE-DRILL A MULLION AND USE SMSC) m (1) 0 u f0 cQ to EXTERIOR 4. d a MULLION IT- O J THEOFFSET CLIPIS EDGE DISTANCE FOR MASONRY RECOlAMENOED FOR ANCHORS .. d FIN•FRAMED //LINTERSECTIGN v WINDOWS,BUT MAY U-CLIPgz ALSO HDOW USED FOR „A Fo v � d' OTHER FRAME TYPES. EXTERIOR Q Z s- , TY. CHOIRZZ Z Z Q C7 PERS STRATE, a Q Q O Z N / 3EET LES 1B-73B U) o] p / TYP.ANCHOR SEE SHEETS 2I-23 FOR N ° "00 m� PER SUBSTRATE, HOLELOCATIONS Qg Ro $ BUCKSTRIP LU ...7 AND SEE TABLES 18-13B FRONT VIEW EDGE W J . ATTACHMENT DISTANCE U) BY OTHERS. SEE TABLE$ EMSEOMEN, + SEE NOTE 1, 15-135 U ? Q O O �` SHEET I. . L EDGE ds ZmO7O ':-4—DISTANCE "' m SEETABLES M .7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 10.73B SIDE VIEW RID SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHORPER SUBSTRATE. q SEE TABLES IB-133 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� `/// SEE SHEETS ® PRODUCT REVISED ONLY.BECAUSE THE A14CHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR (¢wrnplyiog with the Florida CDRP.ECT QUANTITY AND LOCATION OF ANCHORS MUST 7F.FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Cadc FOLLOW!,*SHEETS.FOR DETAILS A D,Ell HER THE STANDARD OR INTERIOR CLIP MAY BE USED. ` LOCATIONS Acccptao10 ,EyZ►q,&S MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. R EXPiRI, Date WZ) Y 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. I ® Mi 'D34 0 c 5,FOR MASONRY APPLICATIONS IN MUAMi•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED L-- EDGE ELCO ULTRACON OR ELCO 1!4'S.S.AGGREGATOR MASONRY ANCHORS. DISTANCE .....V FOR STEEL STUDS THINNER THAN C FRONT VIEW IB GA AND COMPLIANT WITH THE FL BUILDING B-13B ��.•'v�CCMSC '•,'� CODE,A2XWOOD BACKER MUST USED. ��;" '•,,�(�� ATTACHMENT BY OTHERS. _ USE WOOD ANCHOR SPECS r`:• NO.bSlOS -. EXTERIOR SIDE VIEW = NOTES: � 'CC v :�- ;�l g�l6 LU 1 FOR 2X WOOD-BACKED STEEL STUDS,WOOD U` ANCHOR VALUES MAY BE USED. 0 * g G OF ;•�` . .P� FLORIOP.•'`�`: 2)SEE CORRESPONDING MULLION TABLES, , ��`timet`)In SHEETS 5.20,FOR QUANTITY OF SCREWS. A�L'YNN, I LLEA,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: ��� FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION 4� E a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 9 o �o � 4'< SEE DETAILS A•E, 3r.Y g CWl SHEETS 2 AND 3 FOR INSTALLATION SAY MULL TO SPECIFIC SUBSTRATES. N r MULLION I k E m 0 0 z 0 0 Ij 0 0 0 0 ; w 070700 TOP VIEW N LU U CD O SHOWN SIDE V1 VX 4'X 125. TOP VIEW j ( m y MULLION I I F Z J I j I I TYP.ANCHOR O EXTERIOR / PER SUBSTRATE, U m j I / SEE TABLES 155 OR 16B Z egg $ I TYP.ANCHOR STANDAR TO FIT IE CUP 1 PERSUBSTRATE, 1 1 EXTERIOR J �° MODIFIED TO FR FIELD SEE TABLFS 1 B.14B Q 1j 1 Q Z V CONDITIONS. 1 \/ 2'X VANGLE CLIP, ~ Z Q Q I 1 1 2 PER MULLION END,MUST BE Z ON INSTALLED INSIDE OF BAY MULL. 7B�Z -MULLION O a— Uw J _ Q Y Y a, � �� 1 I 2`X5'X.125` F:. (n U) fY1 I I I 1 ANGLE CLIP, 2 PER MULLION END, Q — Z Q Q t I I MUST BE INSTALLED (L e m(n (n II I INSIDE OF MULL. I � TYP.ANCHOR C5 PER SUBSTRATE, SEE TABLES 1B-140 INTO WOOD, (�f STEEL,ALUM INTO WOOD,STEEL, STANDAFiDCLIPTOBE EXTERIOR OR MASONRY EXTERIOR ALUM.CMU OR MASONRY MODIFIED INFIELD. EXTERIOR O _ EOOE X 1µ0R ,-C���' ®� PRODUrT REVISED PER _F ns complying Wish tha Florida Buil lds INTO WOOD,STEEL ccePtan,Aylce tib IG'e21$.p^• , Expiration Date ^� ® ® ALUM,CMU OR MASONRY 1 EDGE O DISTANCE I Dy PER Miami a hoduct ANCHOR EDGE DISTANCE— X11 rrr PER ANCHOR NOTES FOR INSTALLATION OPTION G 8 H: NOTES FOR INSTALLATION OPTIONS F: - 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. .fit ,•��C,£Nst: 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28"X211-X.126-MULLION. 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. — 1 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 'i) ary LCI i � :,,�J LOCATIONS. )7.••. TE 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. %(T.•' /-'lORtD.I, �O \ ........ A.•LYJI�� R?P.E. FLP ##58705 TABLE 1A 6fn+ Mullion Capacity TableIbefft a;i Opening Nddl(for Serllra%�sparrirg m(ions)or Opening Height(for hori7alally-spaming muliofw) C!_q c 60 In 60 in 70 In so In set. 1100 In 1201n 1401. 1601n 1L Pccl O sngger TrepRdang. RettengNer 71apm1ang. Rectangular Trep/Tdon9. RectmgVar Trep701eng. Rec4npder TrapRdug. Redanp4er 7nWTdwg, ftaelanguler Ire derg. Rec4n9ular Trep/Marg. lioctengular Trapl7neng. p �' 1X2X.126 Loading Leeding L dng Loading Loading Leadrg Leafing L."m Westing Leading Loading Leading Leeft Loadlg Loading Loading Loading Leading 'gY Mum.Tubebg b' F 9_ P _ F �'_ P_ �g _ b' 1ka & L_ b _ P b'_ _ L' .�'„ _ _ � LL Mulilang I �6I- iF� zea III I ul Q 1111.0Iy408 1246 332 93.2 408 118.5 3 70.91 403 107.8 321 69.9 408 fOJA 318 82.1 406 101.0 518 35.9 408 104.0 319 ;8.8 400 104.0 319 3a9 408 101.0 319 30.0 408 104.0 319 J I I I 461n 74.9 312 83.8 288 62.4 312 173.4 252 163.5 312 l 57.0 240 46.8 312 632 246 41.6 312 01.3 2M 37.5 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 2M 23,4 312 61.0 244 2 I _ fI 50.8235, 83.9 L231_ 70.6 234 53.2 231 61.5 22a 145.8 281 35.7 224 30.9 281 521 212 33.6 281 50.1 220 57.8 211 48.7 219 28.6 231 49.3 219 22.8 281 49,1 219 20.0 2Bf 49.3 219 w O p O I 54 sa 1526 I 247 37.5 337 419 247 49.6 202 131.6 241,44.8 199 32.9 247 41.5 1S8 2C.2 247 30.4 104 26.3 247 38.4 193 21.9 247 36.1 193 18.5 247 38.1 193 10.4 247 38.1 183 m O I- c Win 36.4 200 4!.2 !10 32.0 200 35.4 !045 27.{ 200 31.6 163 24.0 200 26,9 190 21.3 200 27.1 150 19.2 200 26.9 157 16.0 200 26.0 160 h o J fi31n 33.1 181 35.3 155 27.8 101 30.3 152 I Y.7 lei 2G.B 149 20.7 101 24.5 146 10.4 let 22.8 144 16.8 101 21.7 143 Z U) 1 ' fb In 23.8 165 30.6 42 24A 785 26,1 138 20.11 1S5 23.1 138 18.0 165 21.0 134 I- C T21n_I 22.2 13923.3 120 10.5 130 We 116 t5.9 139 117.5 Y110 � d u �w I In 1162fi _0 1110.77109 115.7 125 1G.e 107 1 Te 781n 117.51118 118.2 104 I I I H J Q 7 _o TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: F 4U3.Z m Anehor Capaelry Table fibs) m N No am ANCHOR CAP.,,.,,,,,,,, SSk Cone.j He11w MAU Faad CMU PT L'W Melel (OP o)X t- >=ANCHOR CAP.w, U) r a, r Y16'Eka 114'SS Eko 5116'Elw 114*SS Eko Y10 Sted Y12 91ee1 Y1261ed MULLION CAP.,,�,,,,u Anchor Type: 3716•E1ca Uleeeen 1/1'Eko Unraem 3116-Eke Ulexen 1/4 Eke Ultme n Q' X N Anchor Clip Fdtteme UlYmon AggreGatx Unrxa; A(gre6ela S.-(G5)Screw(05) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR N I_ I_ I i Ed9a OIS4nce(e). 1- 237e t' `2-17Y- 3-116' t' 2i2'- t•_ 2-trz' 2' 3•Tle' Y 0.46' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U X ¢ ?� Embedment(N7.( 1.314' W/4' 1.3'4• 1-314' T 7114' 1-1/4• 1-114114" 1.114' t-t!4' 1-174' 2' V_ 73/8• tortes ACTUAL PRESSURE REQUIREMENT FOR THE Q 0 0 - OPENING,WHEN IT IS LOWER THAN THE MULLION r Z�yfA fA 0.� j 2 1r a 4.r5';d a.O.C.;Stands d c:C6a,i C q(Fy.11:�39^Pr 39U�3 4641os d9016s 1 Boa f '( 27o 1. 280 169 7 354 as 740 rs 3741ts 86�161 9461bs 341 161 44216s 5W oa j 4 Arxhws Q 1.1:.O.C.i 61-lard(a O2;e0 Cdp(Fy.2)[ X861» (i00IDs IIIA WA I WA w.l 390161 WA W7 WA WA WA 662 lbs aes Ibs t 129 ms CAPACITY(FROM THE TABLE)OF THE SELECTED m0� s An bo a G 3' Gm o.0 1(2)2x5 A,e Clips i(F g_3) 7v)ib 72316+ 65,6; isae lx 1893 P s 540 Me 569 III wA 76o to 748 im 860 ms tB9z los t ws figs 161 1120 6s MULLION.IT WILL YIELD A MINIMUM ANCHOR 'o' I I._2 Anch;m®0.45'hbn O.C.1U Clip,hlo.:'?�Alum.(Fp.42 wA-[ HfA `tu wa}wn wn NI„ _ Wn WA WA WA WA WA NIA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY rc t",tv i F-CUP(Fig.5): 195 nas 10516, 225161 445 Aa 8238ra t3S. 140169 177 The 370163 187 lbs 332 as 4731be 17o Ifie 221 Ibs 280169 ADDITIONAL ANCHOR OPTIONS FROM THE �- 2Anchas @ 1.13'Mm.C.CJ F42 (F'.8: 240 M3 350109 WA WA wA WA 1B0Ibs WA WA WA WA WA 311168 1121. son Pos 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: CD A 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as C.a plyiODUCT g ilh th, � ) as camplying wish th0 Flbrid5 I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000' r-- Dailding Codd t)LINEAR).4TERPOLATiON BETWEEN MULL LENGTH;;ANDiOR OPENING WIDTHS IS ALLOWABLE. T 8x inti Date • �� FIGURE 3: B r 3)114ULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miami o Pro act HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' ® I FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��� 171 ANGLE CLIP MUST BE USED IN PAIRS. ,125' \��r\�(LYNN A9/.61/i�' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM 690.WOOD SHALL BEPRESSURC-TREATED r �'2�'�.•'�GEt•ISF••• �' FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE L"41714 AN SG OF 0.55.ALUMINUM SHALL BE G063-TS AND BEA MINIMUM OF.125' I ` '�' +r � THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 10 GAUGE).STRUCTURAL STEEL TO BEAT :• � w ( ) t'X 2'X.125'MULLION _ 50705 ���� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ THE MATERIAL.#108,#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. LU �p.:,� `(TE OF Z_, C� rLOR% •'�C9 Fr A.LYN�11 ER,A.E. FL P.E.#58705 TABLE 2A 1+, Mullion Capacity Table Iballt' A;3 4c Opening Width Mrlreltica"pannigmUllons)orOpening Helglit(for hodzonlal anniTgmMbns) 0�� be In 601n 701n 80 In 901n 100 in 120 in 1401n 1501. Ra tangulac Tfap•Td.ry RSCI.,gV r TmgTdarg. Ratzgular TralYl.ane. ReclarBJar Traprtda� Reclargular T1'ap7Tnalg. ReOWrgUar TrapTderg. Rcetanguler Tra{iTdarg Recta,gulaz Trap/TOarg. RKlagular TrapRdarg. i 1%2x.376 LON919__- Lo^Alm LIZ LOWIN _ Leading L.2dirg L.Aing W-Ong L_oadhg Loadirg Loadm Loading Loadfrg Loading Lo0611g Loeding !.oedl9 Loadllg oY $ w I AIum.Tube F x F B - 2 - P - ,n ,^ q 3@ § Sig � MuIIIDnCn 29i� rs � � kE � � iS- a � p� � a$ _ N L j I I I 4.in 170.0 620 170.0 435 151.3 11780 a78 1257 £A'2 00 550d 113.5� tA9.6 518 1009 662 1640 617(7Pcg 662 16]9 5117 75.71 1687 517 34.9 662 108.9 617 60.7 662 1649 517 IyJ <31n '121.6 W7 1300 41a 101.4 t SW 11921 4t0 e4e W i 1C0 I 403`1617 I 507,11026 399 67.6 507 99,8 397`30.8`�-n- y w7 39.0 396 507 507 99.0 390 43.4 507 em 396 3a0 607 D9.0 386 I I 503251n17037� 4'X .3 378^8.4 4M nO 1 Wl 741 1455 905 I.OS4 1644_6 1 a46 360 576 .456 5i3 :.57 $1.8 466 LMe 356 432 456 60.0 358 07.0 456 80.0 356 32.4 458 80.0 358 � c B N III .In I SSA I mN 9731 :76�71.2r 006 78'010 400 1� 2 712 534 400 67.3 318 475 400 84.0 315 7 400 62.3 314r35. 400 Ste 313 430.5 400 61.B 313 26.7 400 61.6 313 co co � III _yf 232/ �W 0�7& 558 I 324 6�2711!44.5 324 12u4,3897,14 j 46.9 2G0 1748 714 14:.8 257T31.1�32A 720 254 324 t0.li 233 2'1.2 324 40.5 253 185 374 40.6 257 2B4 7 4_i 51 -F9 B 294 492 I�48� 3C A T 294 13 Gr.15 `33 81 299 z3P D 237 4F 9 294 37 1 2V 20.9 294 35.7 232 29d 133.5 230 19.2 294 3J.4 x30 188 284 37.4 230 I+ 1 4C B -2o"S�6 I 130. 330 280, 124 :`25 314 xS8]375 I X1'1 1292 2D0 341 278 2611 2!ffi 316 f 215 27.41 268 29,0 212 19.5 258 26.0 210 46.7 268 27.7 209 1d.6 268 27.7 209 Z U y �• a I 721.1 �.0 I 2451 37_9 166 1]0.0 I u5- 322 LIM 257 715 1284 I f8D ^1'.6 I�225 256 I 1!u 20.0 225 Vk6 192 1P.0 225 7Lt 100 160 225 ST7.3 177 729 225 18.6 176 11,3 225 19.6 176 W h 3n,8 J2 32.0 177 25.5 41 27.2 173 21.P 202 23.9 170 18.2 702 21.5 157 17.0 202 1P.7 185 76.3 231 16.4 163 120 i02 16.7 160 17.8 2112 15.8 158 9.8 207 i 158 168 �° �Z r�=_r 79 i0�1 28.3 192 19.6 160 136 182 r?5.1 120.2 -1921 1220 162 17.71 192 187 159 157 131 18.1 157 14.41 192 16.8 155 11.8 197 152 152 10.1 192 14.4 150 88 192 14.2 750 Q J T I, �fiC L1 1185.1-t44 18,0 128 16.4 716.1 1126 �1- � - L___ z = a O -. ______._. _-. ___. - _ �_.BB In 7162 t27 t56 AD Z 113 }- AD TABLE 2B ._.-. _.-•_, -.._..__ _ _ al_c_i�r CAPACITY ADJUSTMENT FORMULA: W m 8 .0. � zi o N,ty_.-__ z.iKcandeie"-`y_AnehekCapu�ItyTohle(Ibe)�+-v_1uao�ctAu---------- - Fll�ac7iu�-P7•.h..i I;,aui (Dh.,)X/ANCHOR ,PJJCHOACAP.,�, LU X S2 I v i. .__ •" ___ \MULLION CAP.,,,,.,, F'. N N 1 5/Ia`EkA 4'L3 E:S 5r1C Eco 174'ss Elco #10 fileel 012 66N 812 Steel )( .Acaro:-1p,: WIT Elco Ultram t/4'Eir.Uva1m 416•Elco L9lreem 1/+•Etca umacan USE THIS FORMULA TO OBTAIN THE"ANCHOR L) Q O Q f Anchor Clip PBttems UrJacon AQCn;w7u Ultf.aw AWeeamr Sc1e4(u'S1`Ecn.(35) acm4(GS) J_ -�----�_M _�_I I_ IL E _c 1'I J I I I �T���T-1 )---- -_ I� CAPACITY REQUIRED"CORRESPONDING TO AN Z 40 LOa�DISlame`n. z-ur r z-uz ua r at:4 r 2;7 r >116 z ) o.4D I o.rA o.ur D o{ -1-3'1___�`1.3'4'Y I__1,Y4"` _i•379' I_,,7-,-1-114' 1.114'_ 11/4'_ I-114• L111• 1-{h 1�:3` 1.17f caries ACTUAL PRESSURE REQUIREMENT FOR THE ` �� III J27,1roPM]t371f -0C t8-.lsrd cf 1. aro. 7 3.Iz 3Y)L- r4>]fvi -I a'r 716{p„"� 2ro;n 12boo�3st,E`� 7401tz 3741:3 ael,a a76 ie, 134t fo. iia l® ;,u9 rs UFENING,1hr+.Et:{T IS LOWER THE MULLION' -9�t e--) a _. _ -. -•-. .-T ��- All (FROMO6'�] 1 N•c8ns+y 1.15_,.:.0.0,I.,c.•riv�(cr_he.7olp(Fp_27� 4i6 1;7 700 i. In _I NA. tir.j WA 3601. ITA WA wA. { WA ( NA 602 Ln ws 1W 1120:1 C. ACII Y "rHE TABLE)OF THE SELEC 1 ED A,p4 3` ocialz5 «y.`a�af(,g.Irl 7F470' )'isiw I-6wiy: ITa �a I twtui`I-540 loo r-xaa wA 7wl:a 74ams seo+o: 1c9zea x109 eastba 1201w MULLION.IT WILLYIELDAMINIMUMANCHOR 2 A4clan g 0.45'nSn.O.0 I ULllp,Into.125`Alum.(F9.4J: wA h�A- IUf. I-'WA I N!A�_ can WA WA -NIA wA -WA-{ WA IIA NrA 71 ios CAPACITY WHICH MAY BE USED TO QUALIFY j I�-�----------�-- - - - ADDITIONAL ANCHOR OPTIONS FROM THE _ tAncnot/F-tllp(Fig.S)' 19D Ibs 1961b5 I 2251bs��H51es I B221� I.13510.t 1401b5 1771b5 3TOIba IB71bs 33211ra 4T310s 1701b5 2211ba id01bB ��-V- 2Nwlwrs 49!!.15'MIn.O.CJ FCtIp(FY0,6 2401bs S5o_ WA /_ wA (-_NIA Wn 190 lbs WA MIA WA WA WA 116s u21be 5801os ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. L FIGURE 1: FIGURE 2: TABLE NOTES: r'RODUCT RP.ViSBD If m .,smAq,tyirlawi1h1hoFI0CW 1)SEE SHEET 1 FOR 114STRUC I IONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Code _ AcceptwKc l`M� -0�•�" SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I 1.0000I-' E7lpiralion Da1c 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO+Oft OPENING WIDTHS 1S ALLOWABLE. BY FIGURE 3: Miami c I'7oduct 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1 I I 117 2.000" 8 w � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �� I LYfNIq 7ji� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �`ti�0�..•• ••..4ylze ANGLE CLIP MUST B£USED 1N PAIRS. •375" �'•' �tc,tt'SC •�.� 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 - /'' No.L•0705 FIGURE 4: FIGURE 5: FIGURE 6. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL 6E 6063-T5 AND BE A MINIMUM OF-125' - r : f THICK.125'T 3TU05 TO BE A MINIMUM GRADE 33 AND.045'THICK N GAUGE).STRUCTURAL STEEL TO SCAT 1'X 2'X.375'MULLION _ - LEAST.125'THtCKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 35CREW THREADS BEYOND -O a THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-S S.S.OR 410 S.S. �. r (U () s.:rE F (U; A.6NNMIbhEP.E. FL P.E.#58105 TABLE 3A am� MullionCepac TahtePhalle) 7d T, 7r Opening Width(forvelticallyspenni grnUllans)or Opening Height(for hodmonlalty-sperm g MUllonS) ��t'� S< Ii 60 in BO N 701n BO In BO In t00 N 120 N 1401n 1e0 i d '� p I R,:-lanvlar Trepl Tds,lg, r Iaq ., Trap'N.N. Rootrnb.,lor hap'Tdc 9. RtNa,:tlWar i(ap.d n9• Ftectrpr!er irep de,10. Rscronydar TraplTdarg. Rctan(7:1er l7nYTder.9. Ractanpier Trs{JTtlerg. ReetnngNar RDpRdang. pQr Ili 1 12.76 X � npQ Lwin Lu'adng Ua&g L-I rdrrg LcadW J Leidnp -_.Laedng L,e*V Leodn9 Lradng Lo•,Jn9 Lmdn9 Loadna 1ocdn9 Loam LDadn9 L.,I q sx V Mullion $ d s 8 { els 1'E d�3 ap Z•(2 .. ¢z .- ¢ ¢ ¢xl ( 41V2 8 (__ l (� 1, (_ mJ .1_-_-� .! - I_< .. _ _ .. O Y4_l, 17001 20 170.0 '33 170.0 1" 1700 47X100 863 17001 508 17001 S92 11700 519'170.0 1116 1 170.0 7140 170.0 521 148.7 1301 170.0 521 127.5 1301 f70.0 521 111.6 1301 1T0.0 521bcl~170.0 703 iT00 524 770.0 &`a 1700 531 1700 ]92 I7G0 w0 470.0 !Ib3 7Jg 661 161.8 1135 7 MA 113& 170.0 WA 113.9 1139 173.0 680 07.6 1138 170.0 &W 85.4 1139 170.0 680 �i 0 �j`__� II- T ! I l 1 i=� i1 � z 1 1 I f503.av 1-�I OOr�47�170.11 503 170_G L;�1 7G.0 631 167 B1 1032_ IT0.0�8o4m� 4i.e11032[17400 ]2]� 1305 1031(170.0 147 117.4 1032 ITU.O 75b 07.9 tOJ2 17J.0 7:6 &1.9 1332 170.0 756 73A 1032 770.0 758 �I + l11 1 c;n 111001 7b7 17001 4121151_3 887 117gA 5Yf 11821 �i07 1 ID 71 7r0 b+e 5-07 ! 26 720- 101.6 S07 1143.0 714 S6.e SJ7J:41.1 710 BO.fi 607 !80.0 709 69.1 SJ7 140.0 709 60.5 007 1+0.0 JOB m` O o O 1 1 I t0:n 141 I utat 5.�K'S 1178 733-r,30s3 011 10081 35 If U�85B1 33.2 735 1082 050 764 7J3 06.6 333 iQ5 T35 [85.1 676 58.8 7]5 81.8 674 iGA 736 91.0 674 {4.1 735 81.3 674 I-' J I 1 03-In 121 91 566 1 130,0 570 1101.6 11 t,b 1657 c!tlT 0 J 666 08.9 J $47 74.2 X666 9G t c 638 37.7 68B 83.8 631 60.9 666 79.8 528 50.0 566 75.8 L21 4J5 We 75.0 521 38.1 8w 75.6 521 1660 .607 1124 522!08.1 507.1.98.1 511 !767 I-507 1 a50 1 601¢6.t2 107_1 77,19] SdfiON 715 466 63.0 607 87.6 481 44.2 677 93A 476. 37.9 W7 62.7 474 33.1 607 62.7 474 C j r 2N 1_616 10 J 308 44]!E80� 5 01 71.0 1431 581 Me 61. 426`5101 510 570 419 454._ 510 W.3 413 40.8 610 50.0 408- 34.0 310 459 402 2B.2 510 44.4 599 25.5 510 44.3 398 rA f W I 11.E 1 Cin 1 N4 T5 I Otl J 3 �rr69 1 617138 166 1 So61 571 I M16 {)4 4M 1 406v 178 366 455 446 373 34.7 456 41.6 36B 28.8 458 37.7 362 1 24.8 458 36.0 359 '�21.7 458 35.T 358 J �o cZ rcZ 111 1`_51n 1.642 1.35-1 370`1a1 J 6.51 c35 r56 H1.373(459 1 435 1498 1 306!401 435 44.7 1 W. 357 435 40.8 355 J21 335 36.1 1 351 2G.8 S3i 140 144 22,8 436 328 341 20.1 435 32.2 310 1 Z 1 I 1 EC'In 1 3.0 1 327 `411 1-230r 8 1 327 1 36 L!285 B[327-J 3 8 L i M 1 327 28.7 275_!2)2 1 121_ 25.7 211 20.9 32.7 21,7 286 170 327 21.0 282 14.9 327 18.3 256 r� I I 1 •,:tr, 1 31.4 287 35.1 1_37 28.7 287 6.5 262 24.6 287 28.01 248! .16 1 .a7 23.1 244 tA1 2a7 20.9 240 17.2 287 19.3 237 14.4 287 18.9 232 P- C7 d' coI.0 1 G3 x� co d 1 1 1 iM In 1 2.21 227T2A.71 206 J 20.2 �l 1 20,8 201 17.3 227 18.0 t96` 15.1 ?2T 18.0 1B5 LU 1111n 227 15 227 104 108 216 19.1 1Bf 169 215 166 188 lL oY oYl 1�{ 1 T_! 1 T �T J _ N �, �, 1176 J ,�4 ;7 B l_�� 4 x_ Q TABLE 3B A14CH0;:CAPACITY ADJUSTMENT FORMULA: CL� Z Q O [I[ _ Y.��..�._�� •>- - ._.• -An chor Ca Ily Tabi911b9) I /ANCHOP.CAP.,„,,,, �` �'0 p r T ?- *'--'1 OP =ANCHOR CAP. I -fi ERs 1 subsl2.el -.-.�2.7k Grmclela _ 1) Ct i__- -- _-- 19 GAL fna l CNU ,'•.•.. w-wl ( i TABLE 4A ® + 46 Mullion ca ac Table IbeTRs) _ opening Width(for ueNcelly-spanning mUgons)or Opening Height(lor horizorialy-spandro MUlbre) yy�77 4� 50 In 601n 7o In ''''�"�---�" 50 In 601. 1001. 120 to NO In 160 in �+ •i __� .._.:_� .- - -__ ��1� .- - - - - (($$o0 1%2,76x P,eclenruWr Tm,Yaiar2. Re.lax,Au Trap7Tda11g P•adw,)gatar ha{dTne.-y. Recfavwl.I a;/Yda.a. R.Iwij.ea TraprTiimrB. R.dugAer Tra�dmg. R3cW9.1. Trs k7e.9n9. RaclargJla Trapririang. Rectangular TrapRdan9. o o w j L�&. l 0 ig Laadna Loa5ng Lov&g Load-B L.ocdng rlrLwdog Load619 Loadn9 Loadng Loadna Lca,fn LaadnB Loodng Imcing Loailrg Lad-9Alkigi U .6ETuisl }t• a x ?• z• E ;" £ F r p z• .F p 2> r p 1^ x 2s x z• a J rwron a 1 �...--L^3E=R-- Y3a¢-�., $ tL`z�-aI yge-J a+�=�,•.,.sgip-I1 z J -._.ris'1.gip��.-5_..,F 1+_i®---1I a".�dQ- --- d�z'�E1'a cV Z 0co4i u n� pcce�tgr _ F " _R' k zv Ib W!un a @ F- I 47;17 170.0 620 170.0 635 171,.0 7U I I7U.0 178 17U.0 eG8 170,0 5d4 170.0 292 170.0 519 170.0 t11E 170.0 521 170.0 !240 170.0 521 177.0 14x3 770.4 521 1527 1620 170.0 521 178.6 1629 110.0 521 J _I__ .1_- i_ 1 _��_..i�,�.( -I_ 7 T �--�_-_ �l` ~�1iT(�t w � i31n 1 Irmo Ice na9l 570!1700 5o 11780„1 SM!V0.1){ 092{1700�s10`.0113.1178.01 661 170_01 127$ 170.0 077 170.0 14171170,0 ew ut.7 lsrr 170.0 660 I fzls 1417 tta.o aea 108.3 1417 170.0 Geo _ ! 50,Cal 11 1 470.0 747 `170.0 563 11.0.9 ex I L70.0 C31 170.0 :040 170.1! 0.,14 1TU.0 95 179.0 727 1120 1200 170.0 ib] 146.:1 1288 170.0 756 121,8 1280 1i0.0 i:e)10!.5 i288 170.0 765 91.4 1286 170,0 758 W ❑ O I I i l---- I----- ----1 --1--- -=- ._I---- r------l----- -- --1---i-- _l-`1-_l-T�i- - 5'n 1 110.0 797 !7CO 612 1 170.0 258`170.01 FSl )170.0 11191 170,01 754 11150.71 11301110.01 603{113.0 10C 170.0 8-7 120.5 !130 170.0 5c.8 107.5 113)I 17.0 591 98.1 1136 170.0 Bd1 75.3 1170 170.0 881 1 = � JJi__._1 I I__1 _l y 1 67 r, 170.0 385 1170.0 i01 11!8.5 1'1^.3 idf 125.5 S15 1144.5 i46 1410.0 SIS!13'2.3!Y5 II 97.21 915 127.8 728 c7.9 PI5 11d.5 720 75.2 916 114.4 PIS)G2.5 915 114.4 715 54.8 015 N4.4 715 - J 53'r. 51.91 Cao!151.9 710 1126.5 230 138.91 09i 190.5 30 112721 E81 4.B 83;1{11'L� 570 94.4 030 :01.0 602 ]5,9 330 00,4 559 875 I 330 W,5 019 54.2 030 Bd,1 849 47.4 ew W.1 &9 U cyin !1321 7S7 i40.0 U. 11!0,0 757 I r13.8 9�03.3 1757 tC59 32{ .5 737 F9.1 9tf ,3.4 i`7 „0.1 .O 36.0 737 2 CO 55.0 7S 78.0 503 !..2 757 78.2 591 1 41.3 757 70.2 501 Z L),z I I - I- i_._il �_ 1 _I , i _{ l _S it,_fes-�=T-T-T�l- TT- s� i 1 to 01.7 524 y 108,6 5 7 1 34.8! .575 !11 91,0 4J?72.7 :S JJ.1 I 530 53.07:s 722 r`2t,55.5 630 90.5 514 W.P 336 72.3 578 42! 576 3?.2 570 38.1 938 55.7 497 31.8 038 155.2 407 I �I! J , yE oW 1_+�i-._! _--l�! 1_ _ 1_ I_" nin T as 1 SP1 :,11,4 1438 7 72.1 1 !76.6 1 403 G7. 071 r/.4 1 473 i.,.1 c71�80.2 471 4f,.0 55.5 4o-4 43.2 1 37i 151.14 459 l 33.0 571 147.0 1.51 1 7U.B 571 44.6 4lT q 27.0 571 44.5 M0 1 Q 1 14 ) .-. I I ... _I 111II r 1 I r:3 3 1512 634 1474!067 ,2 1 8 IS; 57.1 542 a^_.1 1555 60.01 542��$5.7'( 349 4.4 942 51.0 442 ICD 542 17.5 437 332 542 42.0 420 2B.6 542 40.6 425 25.0 542 40.1 421 1 1,- -0.0 F ! i 1 f J 1 i. _1 z-.I -i_ 1 ( _�_ I 11 0 = r 1 1 ! Zin 5^_.I 407 w.T 0:1.:1 43.4 77 116.4 335 117.2 A7 3;.0 319!32.5 1 437 !35.5 3U�2c.0 1 .N i 32.1 378)26.0 107 22.0 3:A 21.7 i Yl.i 337 i 18.8 401 24.1 32'1 18.5 407 23.0 310 F ._Z C5•O ! t_ 1 I ! T i C� _ +5e 44."1 20 1 35.6 1 -,S 77.2 1 313 30.7 358,3.4 j ,>u3 268 358 266 304 23.0 309 26.1 700 21.5 .158 24,0 2r'k 17.0 555 21.0 289 i 15.3 358 19.2 254 cn X �� 283 1 706 1 255_!2.1 1 2d3 1 269 231 !216 233 1 Yts 217_!.lee 1 :.33! igB 124{1, 18.7 203 10,0 240 13.1 203 18.5 237 w ti 1 1 I L 111 n 27.e 3.7�Z 31 242!271 r:7 1 23_6 233�1P.8 7S7!206�23a- 1 3�2d1-i 10.31 271 !15.4 267 18.3 228 � h �! � { I!! 420 k1 220 •2B�22]1iOB i 103 i,22B1166 205!15.7 223 1-1621 2d2�` ry_ � T QI �! Z O OI i TABLE 4B A OR CAPACITY ADJUSTMENT FORMULA: ^U) rn .N L _ Anchor CapacltDTebk liba) I ANCHOR CAP.,,,,,,, all 27h Carwrne I5 .1.onc.� rnOn+CAt'J _ j FBIeo GLiJ Pi'.hw_1 r'.aia; I(D2,jX�- �=ANCHOR CAF.w, a 6-7?� I . y16'Eko Y 11 Ca Eko 5116 Ek. !T BS Eko Y10 Sleel 012 Bfeel 6125tetl ML'LLICN C.AP„•,.,, ~ 5 II Anchor Cl Patlems Ancr.r 7+V: Nllb'EN.o UIUe<Jr1 1111•E4;.U?-. 3/16'Eko u"q- 1'A.-o Ua,00017 P I ullrecen I '�` 1�.4ggrcGalor rullraca, 14-S Ek scrau(OS)Suave(G5) Screw(G5) USETHIS FORMULA TO OBTAIN THE'ANCHOR 1 J --- ---- - ---- ---- ---- - -- -- -- CAPACITY REQUIRED"CORRESPONDING TO N I OlslarcelIj 1' __-2.1 in---�---1-...2•til• 31/b'_ (^� 2.1/r-� 1• 2a(Y 2' 7-Ud" 2• 0.48• 3.54• 0.324' ADAC I, R Lam_ .beam Onyl 1-314 } 1 Y4 I fv I t vq 1 - I 1 Ila' 1-114• 1.114' 1-IN_ 1.114• 1•Ir4'_! Y _1.1/05 t,�'a' w�ka ACTUAL PRESSURE REQUIREMENT FOR THE i 1 2 a`ore 4 70 o`c a,-d u c-t aro t�- i 1_ -5i"•_1-�+K I 4 o ib _J-&ls i � tE 415, 270 ai 2&1135 354 Ib5 , 7401, , 3141. 1 664 u3 a�I61E" :,zi ws 4421M 5aJ lG; OPENING,WHEN IT IS LOWER THAN THE MULLION / 4Aret_n;Q I,15•hli1.O.C.I atr-js d(or0,.-(.0-1)COP CPT 27 4801'.: _700 L,, !UA 11'A Wr. W1 I 38011w WA WA W..1 WA i WA .622* a35i 1:.01,0 CAPACITY;FROM THE TABLE)OF THE SELECTED 4 AW-j-2" 215 M•aSe Gipa/(F41.3}:) T2+39x 790 wa _Esu lw_ 1580103 1050150( 640 R. seolM I wA 'BII, roa ) 744IM eau lM tb921- 862310 aaSM 1120 ib. f:ULLION.IT WILL YIELD AMINIMUM ANCHOR 2..rchcn Q 0.45'7An,O.C._f U•lip,Into 325"...(Fig.4tI WA- I MWA I �K1A I MA NIA N/A NIA WA WA WA WA WA A 7159.5 CAPACITY WHICH MAY BE USED TO QUALIFY -.---.---.._r. 4 _... _ -135 _ III _ "__--_`^• _`tArlmttlFGfq;Fq.S): IDS 65-I_�1B5 WS-i�72510: ( 44510x_4,822 A8•! 1- 1401bs 177105 370@s 187tH 332t1u 417105 Uo nos 2suM leg lba ADDITIONAL ANCHOR OPTIONS FROM THE I{I__ __2f.rnora rj 11-5-'.Cr•/FClip(Fig 240 350 tbJ 1_WA f_WA I_NIA��- WA T 1B01u I WA WA WA Wn WA _ 341 b5 4421[0 5601bs ANCHOR CAPACITY TADLE. I NOTE:FOR THE UFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUCS AS THE STANDARD CLIP. PRODUCT REVISED -- - CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ns complying with Cw FIt11ib Building Code 4,bUb.,n3 FIGURE 1: FIGURE 2: TABLE NOTES: Acceptance No r-- I-- -� 7.GGG' ��_ Rxpiration Data JZD�� ek 1 e 11)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B IL-�I I f IL��rr�_JJII , SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. / M1mn do P�1c} `\tl1 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND!OR OPENING WIDTHS IS ALLOWABLE. 1 A FIGURE ,` GEtJ.,^F '•.C� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' \`P��`�•• �S (' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. - A E 1 ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.53705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUUSTRATES:CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED ! a O• - CONCRETE BLCCI<UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ,6;0' ;�.3'. 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'iA7f.--.OF \W III THICK STEEL STUDSTO BEAMINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT '<�•'•.,F7.UFLlD?.-'�\ !� LEAST THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.850'MULLION 'i7 Sp ••••• � � ® THEMATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 5.5.OR 410 S.S. 17//(XJN- '/fl1 1111 A,LYNN MILLER,P.E. FL P.E.#58705 TABLE M B s� Mullion Caplaoity Table IbaNe) € Open!na%Md8t(for',crtimly-sparWfgmJI(om)orOpening Height(for ltOrWmntelly-5perri7gmUGare)sol� jBO 7n 701n soIn gob town 1201. 1401n 1801n Ila o 1 I1 F'.eel¢t,Aar T;�YTA..U. F-1 ;ds, rrilTN q. Raalenalar� 1iryTAsG. P,ectan6,dar Tm;rd..@. Rcctm:9•ler Tmp,7Aa.2. Rill,9'far Tw,,an9. Rcctanwar Tfa,M4ui9. P,Octanguter TraplTnsno. Reclen9ular TrepTldang. yah 1 I 3.125"xi ILDkd gA I .cadno i L,Z' 'B. =a.GnO 'aadhg Locdna L•z1dnB Lo Wg_ cd!n0 ;,d.9 L.:,dng �4r dhg Li n2 Lo_dn0 -O-dnu Loam"n Ludq lna*q �Y Y III .500"Alum( •�r I.F y =' P ,' �= g f' z• 'c' �.� �.;~^ a .�'L a ,F a .�Y' 0' .. x r o J TuL9 MW! I " "w�1; f1. �8 Sg R^ _@ 9 S 35 g $$ �- $ $ gB N LL 3_ cmbi c a��i �u !� ,B�'. 1 u` 115 s� u u� u v c�i 3 3 111 ti c`�i o 3 c3 ci 115` - IY1 MIE so a s l�:l � �. _°ET t o� h _� o �a� _� € L e sh a $E �� s' _� uT my W aI � I«�! <I I'�x� g $ _� 5 ' _� 3� �'I�� s3 � s� z L7 _ L_�: I 1 `•J _.-S__ L..._� l ! O F- ! r_In 170.0 320 17 0,13 435 170.0 I¢r-743 1170.0 78 1TOA 260 170.0 5CA1 170A .Rl 1N.0 •19 770.0 :116 170.0 521 570.0 72fC I7C.0 52f 17C.0 :480 170,0 S21' 170.0 1735 170-0 521 154.4 1802 170,0 521 J ClJ III iki lY COI 715 117J.0�5'N 1170.0' ;J 1700 5E 1Th.0�232 170.0 510 rf OCI 13:: 77G�1 117 _'27' IIG� 077 t77C.G 771770.w 880 757.7(7577117JA 000 f IJ:.S 15f7 170.0 650 116.2 1577 170.0 BBO J J.----(---- - I--!-`_.I^( 1_,-M 170.0 I T' ( i_ -I3 •.- 1 I ,, ' Oa.':51. 170.0 747 1170.0 '83 170.0 "15 170.0 631 170.0 1440 170.0 ^4 1170.0'_'19.i)170.0 723 170.0' 346 170.0 R7 170.0 1494 170.0 7FS 171; 1.IV,, 1170.0 7d8 121.5 1495 110.0 756 100,3 1485 170.0 156 Wf 's o 1 i! i .._._-_.L- TI E•�. I..-1�B � I f< I -_'-_ _i _3_ •T- T� 0 0 I 1T-- -'- - --. .. - c !- [ I 8kh !10.01-19r 1174,0 512 ITO.0 030 I I7D,01 89l 11109)1116117C_B� T4 170,0 1ZT51170.01 Z0] 13?A 1101 1711.0 027 159.6 16011::0..0 P:9 120.0 1407 !70.0 8C1 tUd.B IAOc 170.0 881 63.4 1401 170,0 801 m M [170.0 . 1____ 7!� III I -"1,.'[170.01-. 17;'.o�",Of 170,0 :021170.D1 7.7 158.5 Ii50111t?OI d76-�73E,7 ilOc'1-18?,01 228 :23.31:1561+,56.5 917 .71.0 1156 10.7 B!0 C25 1156 144.5 ?07 79.3 !152 1445 003 69,4 1166 144.5 90] 1- c� -1 [I I Ih 117001 930 1 1700 :as �1560 1 070[1+401 550 137.0-:059 j c55�0 j 1397 04011.171 ..!8 1 1.3051!04S 112.0 G''8 85,9 104E 125.6 C28 79.8 1 104?[119.3 220 C8.5 1040 116.0 flIB SB.B 1010 110.0 812 U1 11F 31 056 1 1,0,01 !89.1 3S�U1 ro;J 113',31 L;U�111C.7 X985 11„771 748(IU.2 0.56 1...1.4 7° 0 955 712.e�7d5 t 3?.-0( JUS ICBA 757 dDS 055 149.6 749 59.6 035 88.7 748 521 955 ".7 748 C31 i n e 1 '--'� 1163 it}.a :if 150,.0 CO3 110.9(G?2 3311j 9t.6 u"07 101.1 1-�Y..1 Z73 °1.2 1 859 i1A 5.7 d3,9 19 Y2 �7 76.8 642 57.5 UA 722 332 45.2 603 69.6 628 40.1 843 1 53.7 827 U)p U7 1 i 1 t I n 110 'i 721 1 11411 829 I Oi 0 1 '21 070 l 816-'''S:I ?21 1 1} �;)3E3 I 21 1 7Z.5 1 11£5 1907 721 [10.1 SY4 566 I Tll 6$,4 579 45.6 721 59.4{ 389 39.0 121 560 684 34.5 721 5n.1 563 1 I 1 I ':I, 1,O,A[ L24 G 41 ;Y3 1'+5 1 [ 94 �_-3T 7221•.85-� ¢{1 r0 157.1 !'Ad 1-704 1 S7 1 1i1 1 5851 54.4 :.:s 5r.5 -% 59.0 551 42.1 63J 65.1 541 '!d.1 3'.4 51.3 578 4!]I:' 654 50.8 53! 1 Z Q Q1 c1 I f I J 1_611 In 13581 L14 17.9 L4 $s6 14 1 T3[ 4!8 117,0 1 '_4 1 SUO�4 0 [t1.t 1 514j 456 1 ']i `196( 514 1,C5 7 329 614 37,7 421 2L4 514 13.0 412 123.5 514 30.4 400 20.9 614 29.0 40] 11 U?�zr �I (7 I C,in 4.2 7 404 2 452 47 0 093 30 7 2 40 0 1260 i 115.0 452 z04 :�15 1 30 7 452 72.8 1 378 27.1 'S2 30.3 373 22.8 552`20.6` 255 19.1 152 24,2 369 16.0 452 71.6 355 y (tn X I_2( E -z r 1 r 13 1 _1_ I_ 3 1 L r I _ _ �N O Icf ( -..� S ([ I 101h [36,'J_?01.1 38.• :(2 171.7 t 33l 1 3..7(.817 1 27.�j-357-(2EA.[ )12 x218 >57 i_..2 7�211 1 371 1-u.7 f 307 1!C-D 157 20.8 20.9 1..9 ]S7 16.0' �1 13.8 757 10.2 207 11.9 157 15.0 267 N Y �1 i 1 1 1 r In ( aa i A9 1 755 �)3 >92(338 1 341 i ••^.Q I)250 139.1"Bt ( d9 12 S '8 1237 42- 19.5 1 r78 1 lrs 288 :TS 3.'+8 16.0 -2-T!.8 378 16.5 278 4 12.5 1316 14.8 277 11.0 314 13.6 280 f+i !q (r1 I L123.1.2 2 1. 33 1 Y 1(203 1 2371 2521 9E 280 1'C S�CL 1 1 3 .1!) 161 2522 1_m 4 269 1 183 _,9 7"0..B 2S8 Ikil 246 11.8 259 12.8 ND £.9 2d9 11.4 238 6.7 259 t0A 232 ¢ Q O 01 TABLE 5B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: ,I1 I I I ._._.... _.-... AnchorC!P .-. Table Qba) - - --- Z �F` F _ __ - ANCHOR CAP.,,,,•,,_) '2 SlDk.( p'-M C!!'li _ }Fd 11C7°IU r P:::G.'a 1 :da I(0(:.,)ri(- =ANCHOR CAP.« Y- 1 915 Etco id's.E:oI SlltT Eko v4'SS 8ho ata sten 0472 Sleet et2 srtlEl I AUL:.IOP'CA.^...,a,,,.. 41eGfrytr 3lEF.Icounrm 1, _KOUY,co I atsyc.UM1m-.m +le•EanUBr_c.. Mr' I .� 4_73 l+ ("7 L,unrr:cai ^ - --- I � L'J�a. Un13tL-. n n�.iu Saco f., crd°57 saw„_ USE THIS FORMULA TO OBTAIN THE'ANCHOR !I, _-�_ EcyTe u7larxeg,171. I' 2-117. L t�1. z-v7_� 3704-_�-- 5.---.1 2-v7 1 r _ s-v2 c atnr T7 0.43' D.fsd• D:a4° .A.AC711'REQUIRED"CORRESPONDING TO AN III __L"r nu dnm C)� 13'4^ tar I_1ar L1.3'e, ! 2• ._I ttra•_ Give_ }_, 1-1rd• t-tt4• I 1.71.1 t-1114' Y I-Val ty6 H. ACTUAL PRESSURE REQUIREMENT FOR THE o,c 15�mana ..._.c1q:r•0. I o9' r� 39'11 j._i c i _ 1 wuf„( zTov, ; 20 z 1 3st as-;r3of���rd„sa;_;s6:.:. ; 679 rw' 3771.. <a2 ti xo rs OrCNtNG Wrt'cN IT IS LOWER THAN THE MULLION (I, 4 .r 5 7 os. t:p.,c..z7c PlF'I{ -I 7oir- r I. 1A I .A 1*. _NrA j'w7•.j N:a WA ` WA I zas rs Tsss CAPACITY(FRONT THE TABLE)OF THE SELECTED I I i - 1 raysO Mato I1;x5A p Inc'�I. 7-5 us I leo w, w i� 1 ---- IBMI_h t ) Ir_ I uA f NIA w;:`I N7n WA NIA !u0. I WA iun !u5 vn¢a CAPACITY WHICH MAY BE USED TO QUALIFY I 'I r i t dp_Flgt�`)l 7961(,;_I fa;1r I 22'it- 4401[0. a cc ( ts5xs r 1170 aa_ 7777x 370 f7r, tel:cs I 3.21:0_ 4731m 17010. 2211.+: ADDITIONAL ANCHOR OPTIONS FROM THE I 1 (Fl16)I'7g0;^• 9J72;5 RA N'A tUA NU, lion NIA WA Nl;, lu'P. { WA 3f 11os 142 taa '.CA Ws ANCHOR CAPACITY TAnLE. f nwo L s wn c.."E V _ -'=1-- 1 - I--. I _.f. I- I 1 I --1 I 11 1 NOTE,I OR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP. I'1tWUCY'RUVCSBu II os complying wish Wa Fin" H 1-000`^1 Ruild'm6(`ode FIGURE 1: FIGURE 2: TABLE NOTES: Accepimm No r 8 imtis Date y . ?p2l I !,9 1)SEE SH!'-ET 1 FOR INSTRUCTIONS ON USING THE 1 ARLES AND SHEET 25 FOR INFORMCTION O:;LOADING. I 1 By I r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ - ! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3128" N� •IV 7� rT FIGURE 3: f r___ _.-,__ ,_.. -- 3)MULLION AND MULLION CLIPS SHOWN ARENOT TO SSCALE.FOR EXACT DIMENSIONS,SEE SHE£13 21-23. :rc "?CEPIsj.® �d HOLES TO BE DRILLED IN'HE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. NU. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. :+ti7U5 , f I ANGLE CLIP MUST BE USED IN PAIRS. c- c ac GR 4 4)SUBS-1 CO:+Cft_TE SHALL CONFORM TO ACI 9U i SPECIFICATIONS.HOLLOW AND�-IOUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE EA FIGURE4: FIGURE 5: FIGURES. YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0063-TS AND BEA MINIMUM OF.125" Sj;71GJ jl� �-�---� 1•X3.125"X.5'MULLION ;117;,'•. (1 �-'�-----' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT •,ALORIl3�` (;� II II (I-VF MULLION) C" . \ LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND l S1C, \``�; � � ® THE MATERIAL.010 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. �It A.LY{1If11MILLER,P.E. FL P.E.#58705 TABLE 6A f9 _ Mull(onCa aehyTabfo Ibalfiz} ® �rd F 1 OpeninDW(dth(forn�rartl tyapanrYnggm-dlions)orOpening Height(for horizonta*sparWrgmuliom) y1 SQ 1 - 501n 601n 701n BOM 901n 100In 124 M 140 In 18014 7 n LengJlar[I F!"I;v,O. n l •,tls1 rup+Tia y �Ha;wlar Trep7 sF. P ca^�+f rop,U g e.�.4sr 7r.�.Tiarq. f' ardJar T.efT?,t.g. Rec(engtler 7aarT.i¢rg. Recta:gler Trop/fdan0 ReUanpnv Treprtnan0. 5ja Ix S X.125 Lcwf.g .` Lc_p-.:dng 3 L..dn9.�•L0'7ng �ng_r Locdne Lo-drg L'_,I q. RI_ocd'ng U<3.g Lo:M71 L.Sng Lc,dn0 WJdnB LoaMg Loafing Lasdn9 Loafing ` AIum.Tube € ^. _�., � '. � I uF, I .' - -- �,... ., a .. .- L• �' '.-.II Mulftri S �n x p5 2H a .Y31.E3s�3 ;�6 a� U) m Ii. _ c as f? s I I11 'ssiIlll drY zJ31y�>3 v3 sL zg0zn.ls � aa� �5 ca aE � ¢ x �ca"(�8aC t 240I ¢� a` nLo 421.1 1700?620 1 17001 351 IOU1 +44,770.0778 170.01 208 fi 11(l.0 501±70.0•932,170.0 610 17`.01116 110.0 ,621 1170.0 12101170.0 521 170.01 1400 1780 :21 145.01 1/.B£ 170.0 521 127.61 1469 170.0 521 _j W J W 1I 1 r) ryl_I GO`[8 17'O-y sit J 0 8502 IVA 6F4 VO..C( 392 17B.0l 630 170A 1133 fe Dl tFf 1700 1_76`!70.0 V7 1W3 1303 170.0 EEO 9130.3 130.'= 170.0 EEO t11.7 1203 170.0 SW 87.7 1303 170.0 090 5I m 11 16.123 I1 W0.0 117 J t70 3 (17091 E8BLL117001 d,1 ROA 1046 1 170.01`654 170.0 196 f 7001 7eJ I 1 01�i236161 t0.o 747 140.6 I= 170.0 7-6 117.1 i2M 170.0 766 i 100.4 1235 170.0 758 12M 170.0 756 W I 1 �_,� 1170.1 797 1 01.01 612'..17741_:_`6 110.0 491 171.0 1116 W0.0 754 154.441 li561110.01 619`IJ/11_156,111 11E137 117.1.0 11509(70,01 856 101.9 11M 170.0 ti51 ".2 1156 170,0 861 77.21166 110.0 061 03 U 11, ( Fl)7r. 1170.4 5di 117)41 701 1180.1U2117C.01 757i4cO11042 1F_1.71 E3225.11!MI14(7115_161!11.2 !041 .3d.E1 JJt .0 1,1:: 1:A2 791 87.4 1042 121,1 7n2171.E 1012 125.1 iB2 .625 1042 126.1 782 F J M i 1 $'I', 1 1704 •b 11 Or745 1167.21 492 110301 318 E 12P.8 4921114.41 l99 1113,41 092 I3l 1 '62 !'100` t)n 1 MIA 7E8 9 a0.7an i14.tl 788 9 15.6 ;,92 10.41 745 9 84.0 1 912 106.0 744 56.7 692 703.0 744 �c � 1 f I 1 Es 1 10 41 717 1 17201!766 �!37.31 917TIC.0 1 180 111¢.1 347 11312/768 1.4 Cd7'1111 x732 91,9`N7 10109.7 738 32.7 M7 102.2 727 f 388 947 05.1 7131 31.1 917 94,0 711 51.7 947 97.0 711 I _..j _ 1 I 1 ..T 72 b1. 113 91 c49 L14 1 717 122 GS 21.6 722=)LO� ;4 1 70.91 7rd 249 Bio 1'C 1 -(6 E 76.51 619 1 6.1( 668 67.9 I 79 32.7 675 56.6 24^a 75.3 s9 43.61 b79 T6 c52 425 l GB M.4 65l ( LU n o` �ri 6L 11 J 1�7 1 51 '2 1 371 3 1 3 1 7 (201 63 E 0-'0 „2 rsOG 1 971.2 1 y` 1 608 1 -3 6"277 2 1 742 0 1 5<.6 7.12� 513 477.1 70'2 62.E S12 1 41.3 _d2 59.9 697 35,1 762 F0,4 595 Q to f-.. 1 4,.91 721 11,2 I4c34 1948 724 9L.6 c21 1763 72. J"B`009 1 48.01 724 1 ,4.4�co9 20.4 1 724 1081 I E?7 j 63.4 7?4 •,34 •.37 46.5 724 57.7 L73 76.2 r_4 54.2 687 37.4 9S� 543 1 7 E i_+37 1 ES.J Sia 1 C� 474 0 i 7'43 V2. 1 I?3 1 L"5 3;71.71 1 ISE 11 1 1 W7+ 1 17 18 i 1 1 d27 1 4.6 1 a7�49 i 473 IOC 70 1 4 21X12'1 3 ET 7Ess1 3 C5 i 3181 b70 1 1+6 420 9 2„71 47! 3 0 7 5 239 'i7B 1�2C.1 E6 1 0.5 RB 25.6 380 17.9 479 24.2 270 N n d�&v1 III 1�1481a 1 1O3��:71 1 1 1 241 3 5.1 777 1 48�3,.5E 206 77 1700 11]0 1 5 1377 725 724 1`777 1`.0 721 W. 377 Yc.0 7t7 16 B_ :T7 14.0 ]IO 14.4 377 17.1 ]DI 1 !:!f.1 13 1.,r 2T 17 5 ,-)23 A£F357 11.6 1319�::.5 357 27_fil 7t_.r23.21 357_1 3.4 I Jr9 1 20.6 3:7 1-�Ar705 1[.51 S5T 20.1 701 15.1 357 17A 294 a. X 1 1 I I _1_.'. _..L- I , ?08 173 263 �- _ I F-1 s„1 294 1 308 12'+6 1_70 ir`24_5 1 YS: 2b.1 I �71'I,2'.0+308 1 27.7 I 270 1' I¢3 11 'v'e-11182 1 267_1 1B3 7� r_1�-r��--1(-� (J i( Q SI 1 I 1 1441 1 17.0 1 x!2 1 17.2 1 1£6 1�_I 1 _ •_"_�_-_E �L.�1.�.1 I I 1 1 1 I 1 1 n �n` L � TABLE 6B _ A::C0.Os:CAPACITY ADJUSTMENT 7"OBMLILA: _Anchor C&paclty Table(Iba7 HOR CAP.,-- --2-7r Su0slrs;a: . crc_rcle_ _13�S:Cone. _.___-�.�:b:lae CiAU�_._-- F1dW Ct.!U YT'.`.':.•: -1 =AIJ_:wOR,f:1:1_. ✓� ` 1 ----�--'---- 1 \MULLION CAP.,-,.,,/ � 111j �.--2- I ,216'EY•o 1:4'LS Elco 5118'Elco 174'SS Eko M10 6(eci 112 6ke1 9123tv1 An:he;Tygs: ';716'Era NO^c en I:, cko lytrscm 3/7o'E¢o Ine4con 11<'ElOo UWrm 111 Anchor Clip Pariama I4_ �_ l �� __-__--� ulDsco� , 1 - (Ag^rmGe7c+ unrrM, I AppreGe7a 6crex{GS)Smc.,(G$) Sere.(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR I I I ee�e oil noe{MkI [ 2•tr< I 1 ) 2-1rY 1 3-161 t 21x2 I_,i i iTz- I�21 1 3•V8' 2' O.49• 051^ 0424^ CAPACITY REQUIRED'CORRESPONDING TO AN I I 1 I I I aVlne•.X51)( 1ya']Ri 11.�e. [' 1-774 z 'j t 1�9�_t 114 I 1•v f I ui^ 1-11<' r -! ta��B` 1416• wn!s ACTUAL PRESSURE REQUIREMENT FOR THE ililil 1 I 1 1 hh..C.C! ardsEmP CP (F .78� 39 cl 39 14ST � :01 �.!. 3 210 r: 200 j]S{le_ 7so1 s'4, rEC.. �e4s 5y 1 3(1:� 4+.,1��G07> ^OPENING,WHEN IT IS LOWER IFWV THE MULLION 1 I I 4 A e Jrs 6 2.25•M,O.C.•S:a erd{n q Clip 117 11I 7ri310.: ) 700 bs, &.J ba-( ht.3s S 21:, 1 tU,Y v 5G Itz.I T-NIA _630 L, j NIA Bso 1p•II WA ( EE2= 1 d?51M }_11' :� CAPACITY;FROM THE TABLE)OF THE SELECTED i I; annc5:,,cpt{ .ocr - d(ci'1fgr it Clp(F_7.4). asD_ts] I4DOI 1 -WA -( 7�A I r,.� na -1--760lb, I WA v;. TNIA; NA wA 1 13431-M 177 me�ni01m MULLIOIJ.IT WILL YieLDAMiNIMUM ANCHOR - •.n OC l+22c5..,7c JI 17._. TEJ x: 7¢J ID, .__ -___ 1 _5101-I. 745: 6-2_<_9ED t- S321s as l:: a551w tvOls CAPACITY WHICH MAY BE USED TO QUALIFY ;,AmitYs• 3'.i?RC,GI(1:45 f..:;L•r".4a 1(:,t.1.;:II t115:b (117016: tC]f..; :172 HBe 13;;R ( 870 h,: E6u^,r_ I _Wn :-.:O t'�1_1:22 ms 1 13 102;1^: 53277es 1 1. O^_•s �AOCiTIONAL ANCHOR OPTIONS FROM THE _ _I. _ -� -�c4,hars® ,M 10.1.,Al .,"'_4__I Wr-.-I„__WA I_ h'A. 1,.,:JA_1'WA 1._ W0,v1 WA ) _TJA_.I' NIA WA__ WA WA I WA I 1138 N5 ANCHOR CAPACITY TABLE. a'1cr.^+:1q 045 7 O C I t. U In J PRODUCT REVISED i - at C Cl F up(03 it` 3501bi 350114 290 lb. I 701 ICs 1 4761E ( W.", I 2631b0 WA DI5 ps I W 4101Lc I WA ( 3111Gs 1 4/21ta 1 58D IDs a ns complyin•with the Fluid 1 r 4Arch..01.15'MhO,CJF-019 F19.9k1 4B0@s 1 700 Toa WA WA WA WA 3801W WA WA WA NIA WA BB2 hs B&SIDs 1120 D5 Build ng Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --1 1.000 F` Acoeptmm 1,A,1(p-1S21S,O r;•7z7r.>) Expiration TABLE NOTES: 54 By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Mtsmt9-1d 1 ,I---- ----- -N--c� -- -• • • • 1)SEE SHEET i FOR INSTRUCTIONS ON LISING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 111(}75r 7j �p{�I {IpII • 41 + SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \��'J1� ., 1+p 1 „- I I!I 11115111 1 2)LINEAR INTERPOLATION BETWEEN NULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. l` .it,•''�>GEIOSE`'�F� II _�J l.�.RY., _°I • • • • • • • 4,000" e r - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR F�CP.CT Diti1ENSIONS,SEE SHEETS 21.23.HOLES i lo.�F1706 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE6: FIGURE 7• SUGGESTED,APPROXIMATE HOLE LOCATIONS. I a- -Ib ,.' fY o o e e •h�. 4)SUBSTRATES:CCNCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '� ;rrAI F e o o c I 11 I}Il SCONCRETEUHN BLOCK WITH (CEO SHALL ALUMINUM TO AST(d 690.WOOD SHALL BE IMUM ORE-TRETHIQ YELLOW I 125' 1� ...........'•\�� "ce�c111 SOUTHERN PINE'NITIj AN SG OF 0.55.ALUMINUM SHALL BE6063-TS AND BEAMINIMUM OF.126'THI;K STEEL 1 ��+�r�%�••••"STUDSTO CK ANGLE CLIP FIGURES 586 MUST BE USED IN PAIRS. AND A36 ALL ANCHORS INTO TO METAL 5 AGRADE 33 LL EXTEND 45"THICK AT EAST 3)SCREW THREADS BEYOND THE MATERIAL#10.STRUCTURAL STEEL TO BEAT LEAST.125' 1& /7727+7 j+7 n}�\1 ( ) 012 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. 1•MULLION E. A.LYNN MLLE 0 P.E. FL P.E.#58705 TABLE 7A a gN F _ Mullion Capacity Table IbslR1) _ _ Opening WR1t1(for Fzltically-spar_ng mull ons)or Opening Height(for hotlzoria!y-spanNtlg muJ9ons) c!N xC 60 601n 701n so '� 90 in 100 N 1201n 1401n 1601n ci �Lasdn3 Lessdfng Landng g;P g .B O 1 M4 Y..376 rV.4ar-f-'e;,C.v+O. a�envwtar T:cFrTdery. -c;na:ar TraMn?na R!ct�n9'�1af 41+t!er,g tm^.Aer 'Oep/T!:uRe:lo:,(,visr T;a;JTd�+O. Rectac3vlu Tre,!T:iaR!e(er9'far TrapRrLa+9. RKleny.+l•-r TrepTrienB. y Lm^g Loa.Pq edlg Laadng 'L.ding L.e97p Lnadng L-d'09 LIRe: 0 e 9 j" :e' LCBA.y !oarinW-ding Lowing Laadng sY iJLL g�. ,.T.. ? m^ S ..�'c^ a,. a F' �._. 0 0 2 c D �•^, D F zr E F' a £ �' S Mull! y n I m a D ( 3 �1 a g I tt g e � � � $ i< `� 8` v` c� 6 c9 5` S ZJ 6 S r. 3` cit c9 a` 1 s$ co 1111 .I^ Irz <`��_a' Iccli Yia l9l= IgE 3r�Pl 's'�Idc`��s1<: isa1z31a`c�'Ii�IaZO -4':•t 1100 b"0 110.0 475 1 GO ' I i ,v 1_447 0 O 1 4T6,�170 G-;Si, 170.0 1 605 7 110.0 re92 110.0 t1?C 170 0 111 :70:0 327 170C 1260 77G.0 521 170.0 1480 170.0 621 170.9 7735 170.0 721 170.0 1987 170.0 621 1 W I I I 171.0 718 UC{ 24 1100 Ti0 17��G 1.4 I1 COI eV 170.6 8;,3 1tr0.0 It33C z70.0 eGi �17 0 1275 170.0 Jit`1 0. :417 170.0 G3•] 1?0.0 1700 170.0 'f0 170.0 !993 17Q01 650 751.9 20?4 170.0 680 T II 111 15.,G'S 1.11r3 c-� ril ,v0ti -tTDOI i7s 1r9cl¢bt ,t o, , -:4611 0�7- 17001:105 a7 23 GI 1151:70.0 717�n0.0 1;34 !:00 7As n0.0 vn 170.0 Itis�tSb.ol 1910 170.c' 75s 1ws 1979 170.0 76e a UJI { LF31t 17001 '7T'17001 £^_I1+GOI G36(1 0.0 661 1rGC�1 16 J;7u0�751 f 90�1375 7IUOI L_3 1700.114511 V711 ,170.0 1594 17J.g Bri5 7EP9 1785 1?C.D CGi 117_1 7796 170.0 891 120A 1799 170.0 881 m O I- 111 6:•!n = 70,E1 a3 x110.01 701 11rC 01're3 1700�iP7 ,(0•1 .2601170.01 974`17001 171 t GOI r! C0� 941170.01 ?`--3 13`5 1619 170.0 1011 12E.e 151P 170.0 t[7]I111.0' 1815 170.0 103 07.2 1818 170.0 1063 I 63i, 1!70,G 1 930 170.0 1 145 1!70.01 t 11E�t70.0 l G`.0 1 17J.0 11iY4 :iO.L 010 1179.2!?0(1 iG.01:G18'108.71 .542 1 17C.O r:0 4�1 �1�0 1512 :70.0 1122 117.; 1342 163.5 :IS6 110?.7 t).2 187.P 1187 99.1 1642 187.9 1157 #YI 5L 0 1 N c I J%4 1 170.01 713 1 O1i 1 1185 1'0.91-^03 11 001 1 N 4 1 770.01 frrf2l N01 I 1 11:0.01 ':R5 112¢1 14?2l 709 B 1 1744 i'°a a 1472 136,13 1130 :07.1 14:2 147.8 1170 PL8 1'72 146.0 1107 80.1 7472 148.0 1101 U y X SI C. 1170.CI 127: VOL1 ,.1'21:M-1 1_201 WA.2L11111 51%a •..x 1+''-.9 1:531117.+ I,T..O 319 1!16 105,E I 1?:0 (2LG !049 ¢3.0 13Y.'1111.01 1=4�75.4 1•_0 112.6 1013 58.0 1320 112.5 1012 " aI= " -w l 111 1 r _- 1 1 _1 i_ 1 20 1_ p - I i CC 2100 1 i45EI':Sri 11&41 ' t v 4 7 3 I !--t 1 2 :ei 7 ,.76 -c3.7 1 11811 153 �.f Ee.8 1124 1:7.5 'J:2 74.0 !184 97.0 �: 6i 1 1x86 C3.1 927 70.1 1154 92.3 927 - 'i ( {_ _ 1 1 1 _1 -- 1 '� 1 _ i l - I j 13 1 761n�� aE71:'211{70e [37 11JE.4 ,1241 i G� 5 )I(0e 11241126£ i 1,Y 6'1124111541 1 0 3 1 21 135,61 ala 151.0 1121 08.5 908 CP.211121 d£0 E00 13.sJ 1124 64.3 881 51.0 772! 03.2 078 i- 4 r• �=�j 196.1 044 1171.5} '50-1 WA�3H 1 P1.11-716_1111.2 814�62.1� .'=.6 _•!4 •1161 _]2 1;A.O 17 J+J 61.41 ib3 85,0 214 55.2 G7B�38.6�13 50.0 6E9 33.8 814 47.7 662 z 7 al ^7 C i _ _ J a z zl I( 1 e�.l f x42 I ot.t 1 ea7 1742 74272 052 t r'8 42 I 2 1 41 1 57-1 '1_i ler 131 1 45.6 I 12- 551 c_2-1!•.S 1+2 595 0?4 37.1 I 7<T. I3.fi WO 3!.8 112 33.6 6£0 2T.g 742 137.5 5W Cfi�+ yp �I I _ _L _ 1 1 I I I I _ I _ r� I�6 ` 626` 'a'.6 1$3.8 1-.N 1 A i 535 NA{ :7 1 8!.7� x'4 1 sa 1 t3 1 10.1 I 5V6 1 41.4� Y. 1 34.8 I o% 1 73� 'S8 1},.7 1 .EO .4.2 452 26.1 7^5 2P.6' •731.3 ::8 28.6 472 79.5 495 247 468 �I ! I-f!:In E7.6 51.6 !+77 w 0 cis <0.5I _ 1 2 x55 14 9 'L7 (3F0 555 I 1?.0 +'0 a d'SO 1_;57 1 A T 1i3�0 355 135.71 ^,57 Zig 5.9 27.1 1 +.i7 20,87`55 24.3 448 1B.o 573 22.4 412 .� .�1 �_ 1 _1 _1 1 " 1 1 1N In 1 ;58l 6'S 1 474 ]3 1 3_.0 75 1?9.0 ;'6175 1 J3.7T 420 1 22.6 I '. r 8 1._ii4 1.25.11 S'6 1 6fi, aM, 477 24.5 4l'4 !9,0 {75 21.1 335 118.3 475 187 387 14.3 475 17.2 181 F= � Lj,S'1 4 L'_.-. . .__ T� 1 U X Q I 1 1-1411n �20/I-310 1267 103-1220 1_330 22.4 201 116_9 SGO.1 79.3 1297 1 16.5L� 170 i,281 L_L_, 1� I I 1 _- 2 E� Z 00 1) I( TABLE 7B �... _ -_ _-_ _ - _ _. _. _ _._. ANCHOR CAPACITY ADJUSTMENT" _a EOQ' i of F1 � Anchor Capa Ity Table(Ihs� __ __ _ I�� /ANCHOR CAP.,,w_ --i 6 2.'kConcicte M41"..F1U -��dlEd GAU Fi'.Vw1 :•ia:o -1 I(1�r"°'X�M�ULLION CAP.,A.,,,,,7_AN(54I(IA OAP �- - ---- -V16•Eta ll4'ES 5:=0 5118'Eke 114'63 Eloo #10 Steel 7712 Steel 012 Sled An.'noi f•'. 1x13'Eka L�tr3.n N:'Ela.Uur.:,n 1'le'Eko U1vw0n Va'Eka Wa ,,rn I I Anchor�Ilp Fatlern6 _ __ _ 1 j u!ur~M7 I I _ j A99iCGS;2r Utt-c'; A;,.W!er s<:w(057 scrav(ssl Scmrl;057 1 USE THIS FORMULA 70 OBTAIN THE'ANCHOR (�i I„EUCe Diefenaeiii): 1' _ 2-tf! _ Y 2 tld' ]-/T0•-,J- 1'--�-2-12' ,�_- t_ .J 2-12'_ 2' 1110• r 0-48' 0.54' yo^aza^I CAPACITY REQUIRED-CORRESPONDING TO AN L I i f 1 I irkAmen. YI 1313 I 1314' 1 1 3 13/4 I Y I 1 Ile• ( t v4 J i•i!1' 1!i' 1411' ( t-Ili'_ 2' 13'8" ;Jt1�' rAea ACTUAL PRESSURE REQUIREMENT FOR THE ! 34.1 F.r, .I 1 1 ( A:-7 C 114 F,s r 7U ,�� b. 3571 740 It` 574 U G84 r:.. j Sib P.s )3 1 4 1:� l--tx GPEi+I;.G,'vur7EN IT 13 LOWER THAN THE MULLION -t-- `-- CAPACITY 1, THE TABLE OF THE SELECTt ED ! ! A n.;;¢z z v=;.o c 7 ad(a G •q�!Ip,F7�> 70 2r� 70J 1 I S&.c l J 1416 at J 5541 J I j-si m N A 67 ai j u;, 1 Gao la L wn 1 562 1 o+l s ( c ) I ` l 4 I d1ra.a,�kt 11 rl 00.1 S'�E.$erC(p0 gCUD 1F+94Y > �- 140.I�� i J �. A'! IJh WA _i„-7'W- WA Wa-Wf. L WA WF�tir-t-J,-]los 17701tc-x12240;6s MU+-LIO1J,IT WILL YIELD A MINIMUM ANCHOR An.h.+a;,L11a.001rj245:.,.yk71p3fLr„cp� 70^:x, j 7231Cs �y6•._1,, J 7..EOISs� 163x15.. ( 55cttr,-� Ro1w !WA -7iA3!�_74aC-5 880�7Sa7isa2i61 602!Ss Se7iw tt2C:�' CAPACITYWHICH MAY BEUSED TOQUALIFY I it I ( 0:1 Sus !in OC --ea G4»/(r rb im,x J vola t 1 z..1v r 126.4^v_J 8i5T �_e.G 6s ! I:rn;-n40;m tt2l:ca ( 702G:,,j 2a:,.lw� Ors 1327 ms_j_�..__ 1\DD!TInNAI_ANCHGR OPTIONS FROM THE 1 4 Arcn:r.IP]0 45'lax O G I U ip,Nk S9 Ab-I(Fs]T7 _R, hA WI h'f NA IT_ IVA .- WA T WA WA _WA _WA N'n Nln 14.10 Pox I ANCHOR CAPACITY TABLE. RO J �. ( I ,I- 1 J D DUCTRE ISED 1 i 1_- - ^7.rctwrs py 2:v 7d'e.O.C.F{gIP(F13 87 3r-O:Cs 360 2,11 I[a I 70:Ifie J 4761'x: ( N�4 _28J IUs _WA 115 F:a wA 1<O lbs WA I 341 16s 1 4/21Ea ( 5W Ibs ( ------------ as complying with Pte Fltxida I I--- --4 Ar•.hore®1_15'MN.O C 7 F171p(F 9} 4801c3 �TW ICs �Y IJA WP J WA J W.4 3801 wA� NIA WA WA WA 682 rw BBS lbs 112010s ---'- a9ndlnsc�tde o2} ohh NOTE FOR THE OFFSET CLIP,USE THE SAME ANCiiCR PA:REP.N AND ANCHOR VALUES AS THE STANDARD CLIP. -"1 1.062' ---1 1.000` �-- Zoepte+tce IV17�6' S• J B pilar Date 2021 TABLE NOTES: // By FIGURE 1' 19GUHE 2: FIGURE 3� FIGURE 4: FIGURE B: FIGURES: I)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mia.' d0 Product cont u c• • • e • I ° • o • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I ` ., 11.YNNI I / 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. •-. L ��i'1 a__ • o ° ° o ° a 3)MULLION VID MILLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4.000' 4. 0" -,r I SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS I _ No,,t6!. ,-. SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACV 301 SPECIFICATIONS.HOLLOW AND j( o c I�I'�"oro I({f•��I GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE 1 71•'� (3C 01'6 +�1� d • 1 • 'j jj PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE - - '•:? 6063-1'S AND BE A MINIMUM OF.125°THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' ,375" 373 i C.''•..••••' THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS it.i 111` ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4•X.375•!1 1'X 4•X.375' A.LYNNIMILLik P,E. ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.N 58705 TABLE 8A aw. _ Mullion Capacity Table(Itisile) �E4 e i L-�-�-, __ _-_�- OponlrigWIdth(for wrtic4ly-sparrdngmlAGons)arOpening Height(for hollzonlely-sparvirgmullions) �'aa 50 in 601n 7o In 601n T- 90 In 100 in 1201n 140 in 1601n 'a 11f 7.2b"X �'L:a;Lr•.g__III_ LuaFng _°1Lusti-_ng L L i- a. IQrr.11 1 d,,0 .,1. na .1 -2. I lr a :.W.9;A. �OCZggLca3ing 0odng L-zdng Lxbli LO.ding -619 Cgc_c,lxd,ivnag4sr 7rLurclT6 nna9 ra. F.cL:.ta4r.C-0ule�r T8r3Lap:eT;negr:g- P.eLcetnanf7nWg aB TmLp.l,OTdnaang g. Lordinga�r TarnLpo/Tfirinerg 786"Alum lg. C13 10 Y W 9 3 7 0 �t3 9 9 9 d9 3 do 7 25JS 15 9 9 c9 i 5 b� b a 3 8 i, 0 t� rY ii u c3 3 ' ;���3 � ng _� xE B m COm SI z Sx l 0$ - IH w _�� �) i8 s gig , a t - r <� t 1d d _ d EN { j -L_ 1 I r1_ e i ( s4 I lam I I rd�rz=._j•`-.'Y d`_ 5- z a'� ¢ O (n I ! 421, LI-001 V20 117n01 15 1700} _41 1170.01 178 1170 1 ',,e 11700x500 170.Ox:J2 tIPOj i,9 1700 1516 IIP 1110.0 124[ 17C.0 E27 Ii0.0 1486 170.0 521 770.0 1735 170.0) 621 151.8 1769 170.0 521 lFL- f W 431n 170.G 708 1.00 E50 170.0 531 tru.0 S^32 t.O.OT 5)J 110.0 1133 t'O.0 `St 170.0 1176 :,[0 1.0.0 ::0.0 ibJ 15L.n ;576 170.0 :a0 tS27 13{E 170.01 680 116.1 1:A81170.0 860 _ 4 ! I i i i _1- I i 1-� I- _i I_ _'_I E;7�_ f I �Abll 70.x` 7.1 1700 a 170.0 ES 170.0 631 1700] .OI J-1 . 6 - -- - �'87 1l00612 1700 Sa ITOUs91 100 116 1700 0. 1700 1276 1.G &t]I1�.17�7E 1%d.0 C37 I4e8 1376 I'1GU 3a 1=2.3 ;276 I70A %1 104.6 ;3Tfi 170.0 861 01.7 1376 170.0 881 m OH I I-- 1..--C 1 `,I- I { r L.._ I -- T7' �- _ °-I I (_{-STT- �1 III I '-0in x170.0 i'C:01 x01 170.0 ifb,. 170.0 7.7 i 162_b! 1158i 17C.0 3ld 1139.01 71561 Id7.L 0:7 :.3.01 7256`:Sd.O x610(171.2 I'.5E�:'J.0 912 b21 1156 iti.E f••." ig.4 7158 1{4.6 805 83.5 1153 1L1.8 005 1 F,. W l �1 1 - 1--_i i I I_ i _ _ _ 1 , G3:r. x170.6 c;0 170:•7 I{5 rilrr.l U51 77:.0 85011"�7211Li1 135.91 1_'0.1 1.51 P-l2C� SVd x!06.7 1;51 13].3 fi2.7 s8.1 [d1 ;25.7 92.7 fiJ.t 1051 tiC.S 622 63.6 1051 119.1 621 60.0 1051 118.1 621 �_ d -CI !I I I _ _I _ ! I-�I -- '-.i-L.__.1 _I_ I 1 .. �---1' I e ! _I � di i 6,1 K:7 iN.0-�0-8 I3n,0j S57 151.1 305(118.41 001 !15{.0 9C 71104.4 957 121,6 :77 :2.8 .b7 112.0 8. ;S.o 1 ::]7 109.6 50 8 7 100.0 ?50 50.7 .017 01.0 718 52.2 957 98.8 748 IS 14� 1 7-la 126.7 '-t t:a.2 d?r 107.0 70.1 1152 2, _i__ ..__ _ j1=r =g + M 15.2. A ei,9 -.d 1012 871 0.1 d04 .I.{ J 715 1 341 if Si0 f.4 N :d r 5 50{ 72.3 1 ;5.0 561 69.9 I 829 40.2 epi 59.6 628 } I I I I i _ i I l i l i 14 11° 1 d I T-1 17-1-- W r"o' t 1 I .4Z5.6J �� v 3Z• _. 1 I ) i1 �I'4<( 0.3C 1 d 2 •'.� I iE I d2 .:t " .C8 58.4 i._ 76.7 . ..G„ .'2 1 70.3 i 59:: 1>:. ?'1' �W.i 3Ar�1 3 'C 3.1 •'� 58.7 5SE 34.2 727 156.2 :.4 � r-f i 1 j I I �9 I 7 _ 31 117 ! 1105 G 1 ..'a: da L 5 1 t9 ' 336 1 1 3 .� 1 78 5 7 C3} 5 TO 5 ..65 a.21 586 1 54•!1500�v 3�0Pa�50.1 553 422 675 54.3 613 58.2 SW 51.4 637 6-.31 31 !N11.0 157 8 I 575 137.5 440 4 7.1 i111 !1G,1 I •it -I.2 115 I A7 I 404 :E.6 1 515 1 ;r.6_ A'.a'33.0 j 515 37.4 1422 27.5 ES 33.1 1 413 23.5 515 30.5 I 407 2?.6 515 29.1 464 ?5!a .--4 1 '17 i 117 aJ)8..1 I .37 36) 4^] 31� 39i x.1.9, G37I ad{I 5 :C2T C53 1.737 r;73 ^2"7�] :C.i 3?4 15 453 266 b0 19.4 {53 2L,3 380 77.0 d53 I Yc.9 356 I M- 09 b, '•�I C'( L_ 1 ' I i _ 1 _I _11 I Y I I i ; r � _ 1 y I r e r ';, ' - a6£ j I(P•n 36.1 i :9.0 . t 056 J._B I ilb .2 2_-'6 f23A i +'3 "a8 ;:,d <a.2 3Go 21.2 350 7 3}. L.1 T" 20.6 300 15.9 358 1.0 293 i I 13sa I ez3 e)..e 1 -L--i 1- 1!I_I - tl- ;. I 1 5�N _ ! LU r N l X 95.1 ��8 135.3 .7S '.0.3 I '136 30.1 I :•11 :5.1 26.1 :4.0 338 2 rt0 !F.5 ..)8 209 287 i7.6 332 I9.1 265 I I _ _ - _ -4- -1---i'- -_:.Cr ( i i_ I T� G__.{ '_i - -i-T- rn Lei � - 1 !'i•in 7.6 )D 3 7 -64 .)2 �?7 2 8 ]c0. 19 9 2s0 [0 8 2., 7 L 250 18.7 75 15 4 290 16 1 219 F- In __.-�-I •. %o. I.L_-1-^-: _____�___(.` I_ i-__.�_l '_�!-�__-3.Q_ I._. I �� IN �I I 144 M 1 16.1..1 201 1 16.3)_196 1_.._�.-.._-�_..v�___'I._I --I _ I- I I I 2$ Z �1 TABLE 8B ANCHOR ADJUSTMENT rD -8 m� --.. - --- ' H t CA�AGITY JUSTM FORMULA-- � � I - i 4NCHOR CPP., , ,Y 12 j 11 �__. 6ubslr 27\(brcrde - 1)\Con[.]----_�- �cecr OAU FIIkd CAfJ �T. [--'fi cw I (UP,,)x -ANCHOR CAP.,, ' I - ' - 51C E.o 14'Os Ecc 515 tcu I Ifo'66 Elco p70 SISd 1251ceJ Mt2 Sl t MULLID'J I aryl.<T pe Ic Elto tl2 ill i;_[.rOL'`.a' illS°IrD lxm 1L Ck.UA�^C0.^. +1I Anchor L'llp Patlema .,..-.-� uAxO�l` I jH6ti{7;Or unr:a. )nsireGBVr jsca:a(Ca)I Scrcx(GS) Say.-(G USE"I"HIS FORMULA TO OBTAIN THF.°ANCHOR I l j ( Eugagslarca.Ln)0 :_ 2-112-1 T I 2vz"j. 3Ird j r j z-112 {- 1 2-112' S 2 (-31 e I z CAPACITY REQUIRED"CORRESPONDING TO AN - - - - - I IL _ _ 1 tXrinst(n)� 1.V a' I to �{ talE 1 iar ( 2' �i 1942 I 1VL�y1-1rd�1-tN' I 1•ve 1-i/•4-,�T = t::V f�c� rtes-) ACTUAL PRESSURE REQUIREMENT FOR ThIE l I i 1 -r. L =,o- >r y3c o W:1;-i)j :L:�:_ 3w I_L s _x_, � trs_3 ( z , z -1 7 i4cas-r3ss , s65 r_: 91s 1a 1�__i a¢tr. :.6a OPdiiDav�t1cNTIS LOVJItRi HAN THE h1r�LLION I 1 j { e-,. (q I15rI-o 1em(or C_41e0D C11 z)j, a8b -s_j 7001ts j- N/A_j t4A Nt5 NIS ) 3Ea N/n w,t N?, wn NIA clzus 85as u_a rs �P.. .CI..".RO"A TIRE TAB_E)OF THE SELECTED j �1 _ J _.�I._ `T--T i I l�1 j I i lnrs -V41.0 7 r2.s..r e.as7(f`g 1}j -i.�3�� ( 7n'L j 6 s j �.a _j ie l_.i 6sG -_( 6w cn IiiIF fi6o ice t6ra¢�s Y- ;2' bus�:e ttm.us P.1ULL10Y IT n'ILL YIELD A fAINIMUM ANCHOR 3045 4S,O C f l p 1 30.12.Alun ,4 N tJ, h N A Nf.4 _N\ tL�-� ifL: rJ' rUA W -i UA I IJA tE' t 1.�a' I CAPACITY W HIGH MAY BE USED TO QUALIFY IF''e )i I I I 1 j I 3IOIK I 191 P12 3320 Tau I YlOA3 t a ( 2&313, �DiTlO ^L ANIC1i0::0`OPTIONS ., i NI0 C !(COP('la }j,24C j 3FA ta-j t!A NIA_�J 1:A N,A _I 1C4's, eC-- 1 I F n.,Tu PRODUCT RFVtSGD �`--_- I47A�`wA J1-_Nt4--- x`r-.-;-wA I 3antr! U�.2s --G los l ANCHOR CAPACITY TA9__ ` j NOT i::FOR T-tE OFFSSF-7 i:LiP.USE THE SAME ANCI{OR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as nnplyind wi h 9.Flaw. I` BuildinaCodc, tir�b2i$ d3 FIGURE 1: FIGURE 2: F--1.253'--i ADmptnnce NO TABLE NOTES: R:pimllup Dale �L62( T 1)SEE SHEET 1 FOR 17JSTi2UGT4CN5 ON USING THE TABLES AND SHEET 25 FOR I!iFOR0.'..ATIOPJ By ON LOADING.SBF SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mimni dO 1'r,I''Coo - - - -- - - - tttulrir I 2)LINEAR INTERPOLr1TION BETWEEN MULL LENGTHS AND., OPENING WIDTHS IS ALLOWABLE, �( LY!AI FIGURE 3: \ "qC ,......,1. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ��,•'• t�'LNJ<' •'•�P CLIP MUST SHEE"rS 21-23.HOLFS TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ ® ® 6E USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2 5" No.53705 IN PAIRS. 4)$USSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND r n FIGURE 4, FIGURE 5! FIGURE 6. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL - 0 y�( o I•� I'j.' 8E PRL3SURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE / SIM G Or, :•��/ 6 6063.75 AND BE A MINIMUM OF,I255'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 1.25'X 3.1a8°X.265'M LION (.ten •Fii6`tOy' Q ® ® .045'T1i1CK(18 GAUGE).STRUCTURAL S rEEL TO BE AT LEAST,125'THICK AND A36.ALL ' •.,"•• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.174'VF MULLION) #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.7lYf lN1NII illkR.P.E. FL P.E.#58705 TABLE 9A ® 'IBx Mullion C2p2olty Table(lbalfe) T.4 P �m WfdthfforverUcalty-spa rnlrpmuon6)oropening Holghl(k rhorl2ontBAyeparWngm 5� �+ I 50 ki 601n 701n Bo In Bo In 100 In I In f10 160 n uC 1.;cS I(3,2d R.naian.far rr_;/iAmS Re:lan3ular lrepri,Mnp. 4ecl'vt0u-r Tr„r1Teenp, r^eclar4s"r Tu;,rr1an6 4s^.:anplla• T,;' ;'rdl g. F,e t: jollr TrepT::3ng. i`,ec(sn9ular TnpTtk119. RKli�kr Traprldan8 RoclergWv TlepTnerg. O85 O /(I L2sug Loan Lc I.no Loadh, LOCF Lo0,5ng Id LSadir L.J.2 Lw'In di LoaT Loadi Lending L•azdln0 1Lad'ug luau Loruno ■.100 g _I` B nB ^ n9 N 8 -_oz ng ng Iq M o Alum.Tube l P F I..- --f- x P F L' S £ 1 Z? RM4I:Id:n f Y3 A 4 ri %S. B I..� y R ' a S`9 $ ti = a Ips e Iag k i Jc 9� e a- t�`-IIb® F b , 1177 GG a a N I 3 i > I :♦ I ( =i1700 3A -11001 .13a 17401-(il 11104 Ildl'I 01 Sm 0 1700 &9 170Z 1170.4 111 170.0r 21-i X53.1-3118II7G.0 531 127 IOB,fi tlid 170.0 521 ;SB 1118 170.0 521 /// Q wI i 40 In O.DJ ,(61 700 '24 INA I 863 71 170.0 r50, I 0 977 riT00 433 1�1:71 97d Il`O 1561 �±J./137L 110 077'11t7.3rO7d 110.0 580 27.8 477 tiO.D 680 .8 I 078 170.0 BEO 73,3 978 170.0 FPO I..0`S L 1 00 1717 1!7D 4{ :E3 1 i7�G 0 '«°7'71'-0.0 31 E 1-(7 3 i ( -" 1 t t 2 I :L. 16" I 100 117. I}, 2 1.4 t 999 105.5 32.' IM.3 886 E7.9 I (tA.3 695 75.4 927 158.3 895 65.8 927 158 3 505 Y•/ / ( 1 �- I I- , ' - �- ii,] 889 12a.B o52 G.7 869 128.8 652 51.9 88^ 528.9 652 1 I i 1 1 ti�0�?97 1;10.01 5;y�f 51 E89 170.9 i 5P1 �132.5� 9E9 115791 '383 F 15ti� BBB 1111.51 ri60 1107.0' 545 1131.0 E60 `C3.1 I 86'3 1128.0 651 t - I gyp' II CB In �147.2I 74411538} 371_(118!, 113 3231 57011M 3I 7491,11761 ^03- 895lai I107EI 7J ?96I 71( 1171.0 r-392�7I.B d: .0 587 58.7 Nti 8].7 i83 51.2 !ds 87.3 583 d1.B 7d8 93.1 6d9 .�f 1 �� M 0 1 V,0 1120.71 677 1,2.91_179 iCJ.I I 871 11321-5Co�381..1 b7'i 1W/i 555 773 i 817 el.d 616 S @3.7( 3771-E S.I 1519 (61.8 871 81.0 531 51.0 87r 77.0 62d 41.I j $77 76.7 529 38.7 877 7B.T 53'd / / F- (..) �' i 107 8 1 617 i 114.1 1 330 r B.l 17rc17 117-7.6-{1 618 8 B f 317 i Lb 3 I 003 7 61 T I d 3{I--o-OG--fE1 58.d r it3 !Bd 53-5 1 d1f 36.7 469 41.8 I dl" 61.1 ( /bi 38.1 I b11 63.7 dBI i3.8 617 B7.T 442_ /j a t� II F I Ii k, 1_52.7 1_51:.^1 aT 1 I M15'] fiB.l 'I 513 1 42 -J40�592 1 911 i e r.]_ 51:7 513 1388 i 75 ;43.1 I 51E U2 419 41.4 513 'A.1 I J1d 345 37c^)40.8 1 403 29.9` 519 15.0 105 25.9 518 15.0 N z° I1I (-- 1 - -1 -!R3 f B 15921 6.� _Trr 1 \ / 1 I I 7(h I 0 1 LB 1 73 7 159 7 1 i_I 2 G 393 1-0.3( 1 r•d 1 :93 1 44 1 163 I ;5.1 1 B 1]5 2 i JB:), 12'1 I Jlf 9 J' 38 CB 3 i 381 1 065 6.5 361,72.D. {65 382 G3 ♦ 1 75 In ;ES 4d1 1 699 I 381 1 511 I Ht 151.7 I 378 1 bE dd 1500 1 37 1 10zNI I-54 I JEO 1 3321 441 1 41. I b0 2G 34- sa.7 I 355 27.21 NI 34.3 1319 r 23.3` 441 33.1 US 20.1 441 ]2T' US . N V II _1 fi J GI I III i 90:n 1021 I I 1 3 I n 1 34�11 ?10 I 2E9 F 0]+ J7 1,321, 1 36 I 332 1 8 280 13.8 I 7: 1 23.1 I _T8;_I.I x731 172 17.7 133] 210 2G6 15.2 I 98 262 13.3 7]2 18.7 250 M.0 291 1 59 kil+-8.1 I 291�-,p]1 25d�_SC r BI I :d/1 -16 1 219 x781 135 1 1 d I 9.!i 29! 1213/d44 r75 2B! 195 241 ;4,6 I 29! 11.1 233 12.5 I 261 15.6 232 - I QI Vi G C,I I 1 1 1 I`� I _ _ I r III I 1121n 1 18 270 1`51 1203 70511230 11,r 2GS 1 1751 IS) 1811 201 ' 5641 233 1821_100-I. .O iI I,111 328 1 218 127.1 1_187 -1Ao 1 217�19A i 194 (1821 253 118_8 I 181 i 1d,i TT1 31d 114_8 108 j -I_T-_�_ T- --f i-- -__ L,) i II `1'.081 11.9 181 118.21 IT0114.9 167 1 IS3) 18T --T I_.._.!_._.L _-�_.�_ _� I� � � �- .. UI M �� YI I Vi C\1 Q O Oi I T_A_BLE9_H _-_---_. ._._.._.. _. .._._.. _._.-_. ___-_.-_� ANCHON CAPACITY ADJUSTMEFORMULA: ------------ - _- _-.-- r 1 ! Anchor Capacity Table(Iba) ------- _ _ ------ h - sit_x.iais:)_ ad_u Falld aau ",w�••.i 1T-�,;9! 1 rGP a)X C ANCHOR 0.4p...,,,,..,\ ANCHOR CA-_I � - II 5r10 EIS 1 114 6 Exo 5'16'Eko 174'IS Elco 410 Sleel 012 31-1 #12 SIW MULLION CAP.,,o,,.... jI Anchor;lip Patterns A 'r 'rpP- 76Elcp UOxln 1 -v+ E uua. 1 YWEwo Unr,ll ! vd•Elcounrs,.on f i -�, ` r• I I _ IIII end n r"g:rc la llrc:u-, �y,;2Gd-., b1sLv:13:)-aerr;c5i G-1,75) USF fi;IS FOR1MLILA TO OBTAIN THE"ANCHOR t EYde DutB-cc nk) 5 I 2.112' 1 I 4•Uc ] 1r' I 1 I 2 1 z -1 I tr• } 2- 3.1/E• Y 9.+8• 01,4• I oa7r 111 CAPAC!TY REQUIRED"CORRESPONDING TO AN 34- 1.9m .�j,7 131 I 2.._ 1 I , t{d 1•v4 ( 1vr j_itt4T-1 t J4 ;�-2' tit t�tr1• I r+d^.3 IAC[Uf�L PRESSURE REQUIREMENT FOR THE ( 11 -t -- O.C. M.._ iy 1 >_ ¢r-: �14G it 7.1•s� _. oGOt 1 74f: aG ILS I 56C�, f UP_:PEIti G.WHEN fi Ic I aER THPN THE Mili ION,i I I{ 4A1,.rz nit oCf Wa v 2 /B„ TOT,-, �_ Jl. ri7 t. I N7- 3581 .' N/A Nu NJ.; r•• w ^.°. ,r Ar,ITY(^ rd THE TABL THE SELE"I ED II I fan VL ( 2z5a. F_ _ _ 'rs ( f 1 _ Li TI WILL YI_LDAl.1!NIMU CHOR I i C. J b t k � I 1 , ! v 4 i 5GC - � 5(>rJ las,J I _ 7aE�, 800&+ 1!92 h5 1 6E7 k• a451es 112r3 I:�, n�U! r F I I'j 3h:YT,;n�d a54'L'T.oc r.,ay,hto tC fl (F 4}� EJt- 1_l:;. IV/, ) n. ) r 1 K (�_. I wA �Nrt, raa�� - NIA I firs tva 9a•w t CA-A'1 Y WHICH MAY BE US ED 1'O ALIFY 1 Arcex Lp :7 } led 405 I B -I✓ j 1 lo- t to 1771 9701a T:d7 n. 331:: } 4771ia. 1 1,41!•5 2211L. 1.1071ALA'.C)IC,^.CFTiCI:S..20'.1„'C f _ Fi _ - �,..,._7 ry _' _ f Ip(f0 ,101:_ J4'I 9 I_ IIA_ ul n ,. t P --M'A I 1601bs (- WA + 'I7A I 1.;, ) n'.. 7 WA J4:O:s 4121Cs ;}O is 1 AN ,OR CAPACITY TABLE. ;;tUJUL:I'REVISGD------I e,. ._. - -- complying with U19 Florlde II Bdildulg Codc��CILI® Q� FIGURE I: _ _ FIGURE2: 1250•__ A ceptana No TABLE NOTES rxpirelion Dale 1)SSE SF!E� V FCR INSTRUCTIONS ON LIS114G'.HE TADLES AND SHEET 25 FOR INr!ii MA-11 Oi I By ItE 'o.SEES INSTR2-4 FOR GENERAL INSTALLATION METHODS. ` r!I°' Dede Product ------ - '[`t LL R IMfE(:POL:.710!J 0ET54EEN MULL LENGTHS AiJDiOR OPENING WIDTHS IS:\L!OWA^_LE. 14 e // 3.250' FIGURE 3_ '•'�C\' -I�^ ANGLE 3)MULUCIN AND MULLION CLIPS SIJOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 'ASCE 1( FIT MUST SFIE E1 S 21-23.1WLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RE TRICTIONS •-;r•:. SUGGESTED,SH SHOWN ON SHEETS 21-23.FIGURES OiN SG ,APPROXIMATE HOLE LOCATIONS. nl' •� � �'+ Be USED _ Na G97•.� IN PAIRS. 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 100" '•�` ` FIGURE 4• FIGURES: FIGURE 6: BE 3-T AND SEA YELLOW SOUTHERN PIES STUDS SG A INI ALUMINUM Sia AN BE y iA, p � 6U53 T5 A�lG BEA MINIMUM OF.100'THICK.STEEL STUDS TO BE AMIN1MUh1 GRADE 33 AND ,.�. .04:1 THICK(50 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL OR��•' /: ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25"X.100' %�Lti'1� '•"" (�;��� • #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION t `'�p(\MILLE i' A,t`(Nf1 E ,P.E. FL P.E.#56705 TABLE10A Mullion Copiclty Table(Ihtdlt4) alp �Opan!ng V,7dth(forv6tice'!yspalning millions)or Opening Height(for hori2orta*spendnp mUllons) x�+ 60 in 601. --_ 1 - t0 in so In90 m 100 in 120 in 140 in 160 in 9v (1 Y6 x 31b i vF,acl+nvulzr Tr."r:any. n:dcnCuler��T� 3 P a MN-+ _ - 7 7 G a P M µ p'rrinng. Trayfrur5. O p. r pRdan9 !R,danGaiarra Trion 1 Rlele: I- TruPTri:rg. F:cta filar TIEV•Tri:+lg. Rectan td, r_R,:an Regen9ul I iru Tria R:dan lar Tra Raelan9dar o y l I x B1d IT Lced,q a:i,S�y Loading yl_Leading t U,dirg I- ,ading t aL-Ing L-ig L:a ding Lr,&g LwftIl { Les&'ng L,.dng Louring Leading Loading Loaeng Loading S Alum.Tube _�r i`a .� r «� i h7utlloe i� ( Sim 1 = 1;f�i r, I >7 is{� I ;d lu o ate �03 taels I 8 Iglg lag ^ fid � 1 C" u u u o L 7i2el� Ip.3 =tlgl oe �31e �� � t .'dlig� 1 -elL dli�l;ro i� Ifs y cel (` IE,. I z�!<' �'��S r•r W Is I ars s d T �e 2 1d I`- 4 2 1 1 Z = �Sl t& � 4x o"' A ( 411r ti00i 627.1 17C01 13i}179.0{ f1d I 701 f1e(117CI C5C 1170.0 I_o0 !?C01 99r i n0.0 57 �17C.0;111E tYO C� 21�1?0.01 0 170.0 521 170.0 181 170.0 521 1700 17]5 1TC.0 521(170.0 1997 ti0.0 521 L7� 111 1 =fit ;tiG.OI 713 1 0.0 :70.9) EtiC 1 70.91 E 17.0 0I 6701 ICC' 7 17001 E. r7 7 121511700 57 §f7e 0' a 7 174.91 Eel -170.0 ITC:I 170.0 E99 169.7; 1379 iTO.0 6a0 1119.5 7919 170.0 090 J W 59,25•n Ii or 7!7 11 0 ;Ei Il700 996(10C x31 17701'.015 .00 6941170.0 1195 1 129 0 !Ft7C0 N 17007 7 17t.0 1464 J7;0.0 I-759 170.0 1"3 IT0.0 i55 11.5 1611 170.0 75E 1)3.5 leiT 170.9 716 + �� I 1{ I I I 1 �.. IR__I 1.77 1 _..) I_+713 17. 1 i __. 1 � iti •--7$ 1 1 1 1. Et 11 1'700 ;57`1)0.01I _i2.1}R.01..756`177001 5_7-ii7g 01.11191 li.0 I--!5d 1173.0 7476 i c:,--a;II 17c_01.•!J)!I17091 S7r�'u9.9 nV(,t;0.7 Ess 1156.4 1753 rt9.0 u1 134.1j^59 179.0 9sl t 117.3 1753 110.0 esl m 11 1_59 ir. 11 COI EE 11709 1..101 ;I C01 10 71 170.01-70'7170.01 124011TG.01 E70 Ii00' d,T 117301 I I 1-1.1-1 tut71 170.91 15 �!d5.0�15 1117E_(iJ37 120.9 ;5117 fi0.0 1.67 107.6 1511 170.0 105] °A.E 11511 i70.0 1007 F cp JI I i I 1 1'G 01 333 i 1700 115 1170.0 1 1119 1 120.0 6 50 x17001 130 , 700479 115 E i 13 C'17901 015 11:921 11701 17001;073 i 126.3 1 1310(1164.01 1062-t N.4 1377)ISS.S 1072 99.5 I 137C 1553 1070 IV.11 1370 755.3 1.7C S ELI 1 I I I Gf 'ir. 1 11 01 92 1 Ir09} 8s I .001 1169 x17001 10 x155 1 1243 1 1 001 1CO2113L21 I?• 1 IE361 1013 1 121.11 .2461 IJ71!'OCO�109.91 1263 t 1]501 397 E0.0 1 12d�1304670 9 7i.9 1 i2J9 123.0 915 E9.1 1219 123.0 67: z (n¢ m 1 < 1 s:1 r2L t 8 r iIM `79C 979 1aS9 t 1037 1532 n9i 13 :Od) 1721 d7a 1101.9 1W,9 1191 LLJ 1 9i.1 0+9 i 1')9.7 r e19�d77� 1b9 1427 335 E9.9 1013' SI.3 62a 69.9 ID19 51.2 520 52.1 1079 91.7 J - i I_ �� L t.. i _- I J- i g 1 -1 -�--` _� Sof 1e1.1 92 1185• SII SE 30, 101.. 31: 1112 757 39.2 941 1)00 771 :5.7 914 51.1 766 711 911 'sSi I 761 59.6 915( 17.6 I 741 51.0 411 71.0 737 I Jd.6 sd1 73.3 136 E i-� i -- - i J..x..1._..`1 ._..a.._..0 761e 11.11.91 6SI 1\37.6 1 Tiff ;110 01 C9; 11159 1 767 191.7 r o91 r-102! 7'3 82,6 591 yL9 7!9 17.3 1 891 I e4.1 770 66.9 941 !d.) 121 55.0 tl9d�70,7 107 Ji-1 141 67.0 701 b1,3 j 841 '66.1 091 Q - -371 5 13.9,rsei 91,1(-91,-!-561 s7s 577 3n 50._ s6:{-1-Iv,•_r - I 1 _i _I _ i _ I 1 1 1 I I cit 1 859 1 571 1 9 1 17.5{F71 1 1 _ 11 i 2 1 '7" 1 571 i 629 5a"_1 e).01 671 1 49.2 x561 1 35.6 671 I 43.1 639 30.7 611 39.7 53t 26.9 671 37.9 EEC i _ 1 I Y r 1 I. - -T- - cq I 1 51x-1706( 591 1 T2d 52' 1 530 I _97 t 611 I 519 1 59 159 J 53!1 603 1 113 1 93 :13 1 501 79.3 r 56)1 a3❑1 J 7 1 354 1 539.6 493 29.5 590 I 34.7 477)25.3 1 590 31.6 469 22.1 5Yd (299 461 X Azl o 16N in 137 <f3 09 421 114 As-[421 dt4 -.551 67 1]it 1 TOE 1 311 1 JE 1:! x_02 27.61 !65 1 297 1 39 )24.71 (27.11 391 20.7 Obi 27.5 302 17.9 165 212 775 16.5 466 19.6 340 (fl N N lad''( '- i 11 I 111:+ 145.9 1 417 1 a671 !03 391'-411 9]1397 132.7-i 1/•-1 3111 797 1 1151 441 1 3021 78 1 25. 1 /II 1 21`2 I-77-t 1.2 i N1 1 219 1 772 1 79.1 21.5 767 :6A 141 19.3 356 i 14.3 "1 1T.e 351LLJ r- 1 1{{I 1 IY31n 1 39.3 I 779 1 369 1 311 1 302 i 3Ttl st.d{ 333 1 25 9 1 371 1 26.8 334 227 1 771 1 23.11 729 (20.1{ 779 1 2L3 1 726 1 10.1 1 374 1 19.5 721 15.11 370 1 16.7Jill 311 111. l- 144 In 1 210 1 262 1112-241 1176 1 267 1 775 233,15.0 1 262 1 757 1 236 I ' 1 1 ' r -1 -� Q N Q O O TABLE 103 - - Y` _-- --_-- _ _ - -_.----. -------- At:c'IL,C.APACITYADJUSTVIENTFORff.ULA: - �Z � -- - - _ -- a I II _ r A7cholOapscity Table _ x r xi r-h_�� r AtICHOR CAP.,„,... - 1 .�. sut6ll-zela ---- 2TkGortm!^ 73 <Crlla( J I;CbrGdU _ ;Flik4cMu PTL'+_. :ie (0; jR =ANCHORCAr-.- ArtZ--. �1 51 E'EIco IlM- f HIS FJc01 r- VI'cd E,wrvis E'Cu L'4'SSEito 0106led 612St.1 #125tee! I MULLION CAP r,,,,, � j { t1^FYO un .ten '416'Elco P4 rcm 1 +f4•E.o L4acon I I ,� I 1 I} A.ncho:011rAet:cmc { 1 _ 1alr oil I 1yrJr�.:a:1 Or {Ayy,:eGz;9r Screw(W)'crer(GS) Su:,r(G:, USE THIS FORMULA TO OBTAIN THE'AN( 1 (;I j.,_ e,3e d targe Itn3J 2-ITL' j t (_zv2' I 2 v6. 1--j_ 2 t (_i T -1i2•y( z -j 3trtr I 2 u!a 9t�^ 0 4' 1i CAPACITY REQUIRED"CORRESPONDING TO AN l i j 136 tar! tom! ( L 1- -� 1tr 1 tura (_ -va• � -i,1• 1-v �2' 1-.vim :-Va• 'W. TACTUAL PRESSURE REQUIREMENT FOR THE I I (! .e ,)3ac . , SP1 TIsq".-_., I_i. &,,'_j I - 7 e _ j W': _ <I _I a� 774 L>�6s;e: 4 215:: tu, i;1 so,;. l IOF-tJa3.VII,=N IT IS LOWERTI-LAN THE t.PJLLIC.`:I 4A «Ott r cc. (u c•u-gceP(F7,2T -ml..), 7ro-L•; 1 TVA 1 1:r. ( r .;. t N,--j ala:: j _w0 rJs I Ilr. ,�_wA j wA a',!c> �IA a n2]:•s GAFACA Y(FRCt"i CHC TABLE)OF THE SELECTEE) j ! ':I furs 1a of X2.5•. - 7ps1('v Ts�_ 7ro Re 11.S Im j 1�F-r�>_I .ee l_s_rcep im j nr �ia3= j 1ea'�� (6so n,c 1062 r>% e>3>�.s tt 2i,ice h::ULLrC•4.IT WILL YIELD A MINIMUM ANCHOR ' 1 I 4 W63,-3 054 71 C.C.1 -IP.Slto tun)X3 41(-N'n_j. w.0 ( !IF j 1.'r ( '+ I NI, -j tL'7. j IUA .I N'A_j 7UA r WF. ILA NA t+<O la CAPACITY WHICH MAY BE USED TO QUALIFY j '.5:•;,-1-_6i?4'.'.� 147'.'1: 171:.r, r3701tG i-:S7 r. j 332 F13 1731'8 170:71 � r.r30;r2i'AL AN--I 10120PT N'$r•OM.Ti IE - - -r- -'- - AtJCHOR CAPACITY TA9LE,v"' „K III ?:c'iur vl L.n OCi 0p(Fg 6J� 2C s �so j P f UA ( tl t. (~tl". 11C9IY NIP ug, t',: �W:\ ":C _.__- ___.��__._. __-._. -'-_. ._._- :47UCC Rf:VliED I us complying with the F106410 AC,,ua6i7ce No 16'621$.6'] FIGURE 1: _ FIGURE 2: TABLE NOTES: 0 ) � - F-•-1."<50'-F�7 F07, C; '.A3!-ES Ex ifntion Q3tc 7 1)SEE&iEEf 7 FOINSTRUCTIONS ON USR, TIDE T '3'AES AND SHEET 25 FOR 11-FOHM T-O I BY LON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. tliam'DIIde Product 511 l l l!1 1 r 2)LINEAR iiJ fERP::LiTiON B�TYJEEN MULL LENG i HS i,ND10R OPENING WIDTHS IS ALLO:"!ABLE. FIGURE3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250- `;�•'.•'�\CL•IJSl;- CLIP MUST SHc IS 21 2 E P 3.HOLES TO BE DRILLED IH THIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHQa%N ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,5:1705 IN PAIRS. 4)SUBS lf?kr ES:CONCRETE SHALL CONFORM TO 301 SPECIFICATIONS.HOLLOW AND . FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLEC CONCRETE BLOCK UPII'f(CMV)SHALL CONFORM TO ASTM 090.gL'OOG SHALL .624' - _ BE t'^cS3URE-TREATED YELLOW SOUTHERN PINE 4^71TH AN SG OF 0.55.ALUMINUM SHALL BE 6�4' :•��' !'ro :-!1t ® �n 60612-T5ANG BE A MINIMUM OF.100"THICK.STEEL SCUDS TO BEA MINIMUM GR4DE 33AND - �: A-I DRIDi,•.•'`(y�\ .045''I HICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL `���,�,,, '•• •••'--.�: , © THE A 1.2'X3.25"X.624' 22 r•7f n1-,� ,\� ANCHORS INTO ME 9 AL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND f MATERIAL 5 27 \ N10 8 612 ANCHORS INTO WOOD MAY BE STEEL J"S.S.OR 410 S.S. MULLION A.&Nr4IIVILL�,k P.E. • FL P.E.ii 58705 TABLE 11A alpp! Mullion Capacity Table(Ibalil7) lag Y Opning r ddi(krvedlce8yspannina mUl!ons)arOpeninB Height(Br hodzolta"penNrg mullions) 1 60 in -�60 in 70h 90)n so in 100:, 12010 14rid.. 150. o 1 �,r.L4cr T,gTnOnG Rcc:u Ia p tl+ny�f c:dn9ule �up rn:9 Rac:-srr:ie, %;1Tr,..,e RI=.gd M-p.7ix+g Pz t..q+tar Tra;,Tn n0. Reaan7ule, TmpT.0 g. Rac!,ncf., dsne R+cl, ,0.1 Trsp+ro.g. 4 196x9.941 LOad' Lo do nad'n W,d :ldi L adir Ln7 aadv Loshin Lsa4og lan8'ng Laing Lsalinp LDah'n9 Laedi07 P x!+24 , c�(,n9 x'9 g-` d_._� Ing I_ n9 % 9 coq J - U 9 F,Y c� lAlam:Tube; Iz. z T 1 _ r _ mu;! .n I U A a l o, a c]' fr il l.. 41 9. i R I E �P s - _ �� a I s a� s a� 1 I Ip o�u+,lr+-. ri u.,lu` iu ai f i7 �. u a u !u'v _ j o o u u r.+ no "^. _ ;'xis_ i,. :i t�t.� o :�i� _ �' 4.:+: I_� .:1�3�.'SI s.� v4 _ P' I F� .-' t'EC-. € P� ,`_-' �'�^� [n Ftna h' d1_ -3 yt .j- .IS " 1! - - +x-ff s, - .:4! .s( 3I, '1By •i r�Iz _ rri - e_i. 'o_4i,s"�i�4i _�s _ Z rn I in 1769�e2J-�I/O OV�i-35-`1)00 T/d x1700 d7d�1700� d6'�I700{ 0 '170019921170.016197170. Y175�170.0 621 110.01217jIr0.0 521 1100 741�8t 170.0 521X1700 1735 170.0 621 Ii0.0 1997 170.0 521 J UJI 45 n flCO 70 + Cd 4 ♦f D 35 Fa 17001 99 170 ! 77 1{702.x173 7700 E81 170.0 1R5 ;77.2. -77 170.0 7317 1700 597 1700 l7l'G 7'90 68] 1700 !903 172..0 fi00 170A 2267 170.0 6d0 WI 411 f ! L i, J. F__ 1 I n 9 1 1 1 1 i I �I; =I I 1 1 i 1 Sue:a 1 1 0.0 d7 1 no Ol 5"l , 7t G C 40,770 1..;37 1 IT0.3�ab 11700 Bt(170.0`1756 176 0x723 x170.0 1345 1700 7_T)170.01 1454,17C 0 766 110.0 !193 570.0 756 5700,492 170.0 751 170.0 2391 710.0 1566 21 y 1 O i11 1YE3Ir``1/0.01_791 11;90 d32 172..7�5i 170.0 651 170.0 11:6 170.0 651 1170.O�f 1275117C.di~L77_TIi7.0 1373 170.0 @77 170.0 1534,I1CC 356 1TOA 19'7 170.0 961 170.0'2231 170.0 e61 1Ed.2 2403 170,0 061 m7 CpF I- 11 I (112.0 -1177�1 01 1 12. I OE775 I?OOs 120 17001-7 11700 14171170 SS 172.0 159! 170.0 996�172.0 1171 i 1i4c !7]3 :1001 21:5 NCO 1647 ISB7 216] 170.0 1063 129.8 2163 170-0 7053 2./i _ _ 1 11 i_63in�1 110.01 +33 11:0:31 ?!q(7700)11751170.01 9Y3 11?0.0j 172.21172..2.1-54+11?C.O1 1495 117..01 1015 170.0 1573117D.0 1076 1:7.01 1350 170.0 1122 155.9!20!'0 17"..7 71(0 1:56 2760 1700 1171 117.7 20E0 770.0 1{71 iLJ �-'-- a I 1 1mI 65 in x/0.01 9111170.01 :36_1INIOl IIE31670.01_9011!0.2.1 UE41170.71100217700x15'-31170.OTIJe., „0.0 1753 172..0 1755 170.0 f91S 1162..0 1270 147.0+13 E6 77]0 1275 1726 1365 170.0 128fi 707.2 1960 170.0 1768 (n z° ._�i.. r'-' 1-"- r-- --- -_ _..-,713 T-I"�a_.T�_ I I j 1 .._41 1!O.G I t:E3 j 172..01 277 670.-0�I 115 1`7:7 I .s+i 11C.0 i 14;3 F 17G.0 1�!:,S 11C.71 7CJ 1 770.2.1 1-5 1 .1�fi3!1 77"A+ 315 t 1-5.7 j 7e.,1599 13ES 115.61 U24 F 1S5 9 UN 1991 1734 160A 1352 06.7 1771 160.2 1352 L2 m 1 ,�, r1/2..0 162.2!176.4! 77.' 1 I7L51 1775 I7C0 r:pAy tfi9.5 X6 170.0�"'c 1 t;},11 lY.i IE52 1205 13 L1 155: 1516 1_66 117.9 !�5 71 tJ i 1257 99.3 1SF5 126.3 tYN @4.2 t556 1727 1219 77.7 11556 121.2 7216 �_N '� rr� 72a _Ir- 1 ' Y 1 1 j c 1 1/G C 1r 1.1 117:01 37' 1740 13611 1/v41 :5.91 J 7 7 1ls. 1 i 1764�';7;1 7520 1'12 -261 167/F 139.1 122.4 x 107.1 1777 1 1P9.S F 119{ E0.9 I/i 9 11F9 1 17.9 '777 110.0 11 8 58.2!1177 1053 1iV c[ �1 n�i � ..�1_1. I_ I - r -_-r-T- / f Q 2.71 1 1 1 lei !102.4 rti1.9 l 146.5 W. 1194,1110{1^.3 -�66d U!1 5,1117 1107:7231 y 7 1 11171 96.7 53.6 7 r8.9'j 1110,@i.S 922 61.0,1117 007 1 910 59.2 r If•0 71.3 :?{ r 71.7{1110 655 879 AA 1110 627 S70 1 1 _E fin {11 CNI 01 975 1 f 2.]1 777 7 3f5 5l,11'315! 95.1 5JG 97s 1 f9]1 A2 r 77.21 77 85! 3 1^50 F 975, ;1.2 I d17 5 375 9011 80} 375 1 T.d /d3 +I.B 975 52a 776 3.6 976 d_. 761 QI �(1 -1 i 1 i I lu9+r f 412 I IN I D4.0 1 655; 95 j 17`j 70.7 re0 58 r x776 re1JT 7 1 61.3 176 y 61.3('b1 1 457 771 1 49.0 955 41.1 771 1.19 641 n 34.3 771 7P9 677 79.1` 771 35.0 621 25.1 771 32.4` 412 GAF N IG-�7;�1 11 1 1 I 1 111 iu 1 157 1 137 1 5: 1 ]I 1 !JJ L 5)( 4I IYT3)L5G3 1 d0 J+7:T 7Y �4q.3 1 +3'732.1 r 7T C'15.0 52' F'7.91 7} x11.11 fill 31.5 177 I S.S I 607 27.0 j 730 31.9 589 23.7 770 79.5/ 581 fCO W G1 sa 127 in 59.9! '.21 1 519 ifa 1 79.9! 624 i 571 I SN)i 42.8 I 62! J.7 'SL 1]T,5 1 62: 1 77.2 I 34, 7_].] 624 115.3 I 631 X.0 I 62: 72.2 1 531 25.0 624 27.7 Sri 27,1 fi21 24.6 509 13.7 626 26.5 5JI _ 1 _ _ 1 L_1_ _ I I It7 N �i 1 �._33- i I 1 I it ir. .7 477 1'S.S r'03 1 25.9 433,79.4 1 395 1 23.6! d]3 I L5.4 790,21.7 1 437 17795 19.7 /33 20.0 ]el 17.7 473 1 376 11 i TABLE 11 B_ _ __ ,� .---- -----•------ - •' �IOP CAPACITY ADJUSTM T FORMULA: IL ..-_ ..---__�___ -' C2.Cr EN 1 Anchor Caped'ry Table([be) I - ---� s z a� SI ANCHOR uistratsa 2T.r Cbrc led2 ___ IS_..Cmc,_ _ H•an:,O,IU Fn170CEIC f•T WM•J _ uu rL3 k.61ni =ANCHOR Grv.,a,I I 816`EIC- L'd'SS[%L 5/1fi Eio U4'SS FJCo a1D slm 052 slOtl a12 FWI `M,ULLION CAP.,,„,,,,, -- - ._._ 4 rvy 3'7 E.o UM m 1 C Us n I Y1C F110!Ilur.m 1WEv-o Unarm j I II Anchor Clip Palmrae I ._i I uoa,,n,- } Ih]g Lcori li ceu. IA Hca soler•;r5j se-,,;cs Se,cr Yes; USE THIS FORMULA TO OBTAIN THF-ANCHOR I III fErgxgslrs�nj� 1 I 27.r I 1 1 dtt 1 ,r i 1 T2-V2, 1 r 2-er I 3-17. i -r 0A1' 0.54• n:o: CAPACIT'r REQUIRED'CORRESPONDING TO AN 1 r t) 1a �;-1 7 71,E 1-vc _ 1119- 1 va 1 v i v< 2' 1-aro' t3F, ,a'w:c ACTUAL PRESSURE REQUIRE'VENT FOR THE ! - .c 5n c: cR _sl "3 _- I_ r -1_' ,��-:-J 1s + + -' f!- 2f `;wa.'49 j 7au.a: _y;bs±'T vcs ls, 6 a4, :?�+!� 9 �,� tOFc7v1NG,vVHE7�IT IS LgWER THAN THE MULLION or Wm IG_ _>( ew ( 7m 1 A ( va 1 7A N,ti I sw i� N7F• 'LF. 11A + N!A I WAtt's as I'CA?nCifY(�ROFl.THE TABLE)OF THE SELECTED I iI rnrs *Yr c,,-727x5!•. N`rl i i u_--j 7& I,. - 1 t.;m: 1 .ts I sd as-�sru,!e 1 14, 7Sn ice 7.:b cr e90 rte' ; 7c^z lx ' n�z+ns e256n tlat le 1 MULLION.IT WILL YIELD A MINIMUM ANCHOR I III ••,C. :d 0 5a ho.c 1 ip trio: A m( '4} }i J r a i" I e -`1 nrA �iur� ruA I. I •4rA :IA 1Ybrru,' I CAPACITY WHICH MAY BE USED TO QUALIFY r.-_ .�-�'.i Aff: l: {0p a B= 1'_:0s 1 69:•!7; I 2..2?Its j a70.e. J FmInt�7a M 1 107 a; 332: ara Ics t;b P.,, 2>i iM r1 .•a s: I ruOGiiONAL ANG 1GR OPTIONS FROM T;{C '2:e'dMfi>pj hg ha- 2401-,- R;-Iw_-! _L%A'-1 -TA I F:c4 (ten 15[F NTA I ru^. NTA S WA x:110: Ma I c.1 Ta ANCHOR CAPACITY TABLE. I _- __ -_ - 1 Pai;•DUCTREVISti0 1 ` - ar compi3Fna with Wo FfI:1ft Buil1.250'--I Oode Acwdin=.NO FIGURE I: _ FIGURE 2: TABLE NOTES: Oxpire��111 &d.,1)SEE Sl IEET 1 FOR INSTRUCTIONS ON USING TH'E TABLES AND SHEET 25 FOR!Ilf CIR�i !O.N �J/ By 014LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mia t1 .-_-- _ - 2)LINEARIN,ERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: � 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.94' \'���•,Y>L'1`NS7; •�`Q ' ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OLiP MUST SHOYJN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Din.50705 ta. BE USED 1 IN PAIRS. 4)SUSS T R+\TES:CONCRETE SHALL CONFOP.Mt TO ACI 301 SPECIFICATIONS.HOLLOW AND - �-vJ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.YJCOD SHAD_ '') l- O 14 r !U FIGURE d; FIGURE 5: FIG+JRE 6: BE PRESS URE-T P,EATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE infE!il* l`r O 5053.75 AND SE A MINIMUM OF.ICO'TI LICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND of 624" )'` • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND A36.ALL _i4" ,SS Q ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ++/`��(.)I�J • #10 ANCHORS INTO WOOD MAY BE STEEL,16-5 S.S.OR 410 S.S. 1.25'X 3,94'X.024" A.CYNNJ MILL�R,P.E. • MULLION FL P.E.#58705 TABLE12A Mulllon Capacity Table(Ibed') a � Openlna Wldth(for lnerticaly-apenrigmutlons)or Opening Helght(for horizontally-sparvirg mUllons) I 601 1• EO In 701n 80M1 901n 100 in 170 In UO In 160 In $fes < r' i I;vl4r q.7drg. Rc d ;'Iw sl.711.,, .for --pi74sng. P-.-^Net mp'Tl»B.- Ftlate lar T.s I. r-I.maer Tre{VTianq Rect +or erlTdr..-0�J RaetwGdar he dan0 Re+twgAw TkWTdmg. b �I 2 n 4 A.26 -dng =i'l; 3no L-ling I 1 :.q..,... Lc_J,V - "CG.g oa.xn0.. naAlg --.9ng. Lur?ng T L c I: g Laedl�'Lo aq Lo�n9 Lwdn9 LoaCn9 Louli g Q io Alum.Tube - F s.. s »• .� - •�_ _ 41 r F �P .4= P 1 Mui;:nr. A 38 S 2B, 8 1;! ( K �8 g8 8 3 £�• 3.� �.9 1fS s;�1�S $s e a� la^is e �39 d s� _ � Ih�i I € s_I�� � 'AO s� sd s Is s 5a s� 3- 8 s plflg, r; h} s �$�s�II.0 64 t.a4lGIq .ie €� h € �I � €� a s a she ����g e N Ic�Zl $ GI� �� N_�S [ ,�SF1ko � Isla 9�^ I - < (� �� a g -IS �t0 sm I2y 3 z a ¢ z 5 2� rc Z (-� S :1 7C0 20 1:00 435 170.0 T+{ 1:00 `S 17001 90 110D 4R' 700 52 70.0 +17 a17P0 16 1700 E'_1 170. 1210 170,0 621 I'0.0 98 1700 Elf 1700 17]5 770.0 521 ITO.D 1907 170.0 52f l7 N i I } I I7 OI..T]9 I TCOr 24 LITOCI SO 11?C.0�53 �1 C01 92}170.0' S.0 EITC,)J t115�17.Oi CLI 1170.07E�It0.0 "T 17001 1.417 17D�Or-O 11TD.I`OC 1700 8:0 10.01'93 170.0 d90 170. 2267 170.0 660 J WI I I'A In1 I OI NT I 1 OOI 53 17001 SM 1100 6_1 �t-0�-4E 1700.0 W4 ,-C'.'01�.19-6 Ora 1170.0t3a:1100, 711 r17C0 ,:94 17004 R19 f 1700 17931 1700 756,x70.0 27J2 170.0 756 170.0 2391 1.70.0 766 m I I 1 t !•:in 1 174V I 797 1 UC 1 :1.3 ._) 936 1 G. 651 770.0 111E 1 1 0 i ._Y ,27C^� 7 0 GN r 17�-0:I i til}I7LC} 3?7 g i:0 D i5B1�IJ0.0 r :E8 r! O 1771 I;0_0� :91 170.0 -c71 17C.0 P,51 1TO.0 2550 7TC.0 C°! ED 0 576 ^35 11.0.0 i0111yi0A 1FZ}1,O.OI CT r 1rRC i 173 e:8+770nr,h17 i 1.T.V, 9N�70.0�13% I ROI P:_ 1x0.0 t771 i 7!0.0 :OJ Y 17,..OI_123,.�1i:A ICe: !70.0 .47f 17C,0 tCa3 180.: 2E80 17C.0 1C33 C; 1 1 � I t -Tz T .__T-. - r_ Y I 1 �. I ~ J III wLrl l7o.D vY, e01 5}t E.0):uef17D.615E0 17oe1'9o2 ca.olu vcot t-:+t-17anI to16�I7DD[ 7: IF0.0 W6 i700�in6`170.0 1l'�y uco1 ml nc. ne9 1ra.7�xs,3 no.o tut 1s:.a 2ss] 1ro.c 1m r-- ...-�-i- ,- -. ,�-._.r„a .ICU --r"`:II�;} ISlaciall [I90� s9}170.0 ase to.o xa 1to6116 1rr,.oIInRI,rr.I',SSC)lrnolloa uaD} ns> 17n ---l---' -- ;v 170.0 tz66 1328Win zaJ Ileo :z63 ! lm I-'1n 117..01 -110am`8 � ltu0 •1--I- Ir '1?5117+JOI 7737r14ao)2iW 110.0}13x1.124.61 2154 170.1 i' IVa.21210d 170.11 Iu3G 1 !r7 g r a 00�--c"7t�1700I ,3T i�!0 }t: "00 1C:A11� 7-T C0 701170 } T_s11T:71(14 171 01+f-3 115.7j�:niaY' IMOI14ZI tW.Br!ai01.170.0};6)5 :7a.8(l !•�+R1,8 1616 IW.1 IDi0 154.0 153'_ 92.9 19W 152.7 1531 1 6,D 1E�I C 01!315 11700"250 ".G T f.r17�C ;3y7 15 fAI 17G.' 11.:4 37.4 501 ;.n.1 !600 114.5 16it 47.i ;475 r 98.2 1041 139.5 1459 85.9 1581 177.6 1454 -I a o iJ Zi I I 1 -.I I I I i �r� I ' f f- I 1 1 V) 1 III ��;l:1--f'-^1173 117 CI 41 a.17 :I 156 oT.219 t2T.e �- 1!4(1 1 1 iel 2l rf 17P••'+e4 133E •192 I15<r�611391 ICLB 1147 14.6 d4.8 1.22 33.9I::�8 82,7 5105155.9 U53 78.9 109D t 1 1' L----_ Li I 1 I:, i 147.41+22° 151 J ,8 1 122.9 ID 1 - 'E 105 s j 1.29 1 t R :1-5i V9, I �t� u- 1,- d;.9 I 1,2 ..6 IC-27 22E 162A`1GI6 6 61.4'7"Q'I-72?,I 593 5x,7 1'e29 65.9 977�16.1 1229 52.1 967 � Z / p •GI j I i I--1,71 i+ 11.03 j 71 I 05 1 3!7 1!L6. L I dC,OT d82 74.0 S7t1 2T 13 LB- I F71 4 1337;5 1 1 i+it 8 1 C25^l, 6 .�I 1 a85 1515 43,1 P71 ' 4:.0 7�57.0 1971 44.0 792 3x.4 Bll 40.8 771 (n4 N�ry -� `T� _1 I j f [ -I..._{ re I W I o i I lin 1 ,1 I CI7 1 313 1 32 i10 l ai:131u 5 U.1 i9 1 -G9 r;a 1 JG I Sr6 t 2 1 754 (51.0 019 :c7 7:1 7 19 Si.9 774 7C.7 19 F4.8 75d 34.1 a10 40.2 712 29.8 979 37.7 772 x i I I I 1 Jln-I 7.61 7tS 17 6 I 16 1 51.31 icd-�1J•16 705 539 1 IDG1 a I 995 2 7E8 �491I SEO �4I.F( 7d8 4411 u;7��+r.7 I ?d9 I i0.6�&N t 31_(i _785(7:.P ?i3 T_0 I 788 31,0 641 236 17tu3 26.4 671 X to i (- _ _.. y7 1 I) 1.`.Ir 7 346( k.2 I ]911,.b.d SlBT}0 ,c3!1.: 6 •I,0 t31.� S 4S 27 973�24._ CSO r 2E.3 I-1i9�2:.8� tt3 x229 ;71�, 568 .6 34 15.6 546 17.2 455 137 I E<.3 i5l 4i0 U h I , I r I t' I r f__. I I v i t TABLE 12B - _ ANCHOR CAPACITY ADJUSTMENT FORMULA: d. I _ Anchor Capaetty Tablo(Ibs) - �Ir re fi leZ 27h W1kIdC alcor% Haat(- _ - FIIY-0CI.iU:-••�,_ �T��'qa X r A', HOP,..,,P.,,,,,,,,,� ANCHOR CAF'.,;. I WE?Elco J 114'`S E%o 1716•Eco V4'SS C'Ico N10 Sled' N12 Sicel N 2 StVal h'.U!LION CAP N r I & �� r ArihJrtypz 3'lu EIt0 Ullron I V'rrieCWmwn 15115 FJCO tjft=n V4'Etto117xon r 1 i I Anchor Clio Patbarnu I f __.J __-� uamce,:1_ :.gl7ccao:I unreaal I Aggl r.. (05)S"_(,5), Scr�.(G5)i USE IVIS FORMULA TO OBTAIN THE'ANCHOR III (-_ Eq_rlslarct pn2f -2Ic I I I yr I -Sat j t -I 2"112 i 1 v2 }2 1LY�` __ 0:6• _0.51.' D32:_ i=APAOIiY REQUIRED"CORRESPONDING TO AN Si va`' ( 1=ti? ( AC(UA_PRESSURE REQUIREMENT FOR THE I i O.C.J _.1._7qcop(FLj_1L 37io=r 3w.r 47 Lr�l 1 t-L,lLs� 2r6 'V} z; ']:�(�364D [7do1 y� 374�. _T Elise_�`916�„Srt ms c4z tc, OIu (UA?i NIN G,N,'HEN 1.T iS LOW ER THAN THE MULL1GiJi 26.- ._Cc 5 1.r clip('+:=1Ti.�:a--r7 _r i u i 1,.:,r } �3 ..1r:. ; s^'ti wA �is:� r iir•,'- I Eco lo:_�_N;1 Ewe c, -e;a i� Y 11��: ) :.\..lv(,=Rv;l,TritriABi.E)OF TriF 3ELECTev I j i } I rir,u�",t7 t CC �i.T.tO(❑.;[:,}Lap 1.'•i+F 68b a3 o5o.Cl`. } i INS;k} .r, ( MA jtilA_f-�7d;:;U NLS }_ 7a,_) rvA ::2r� it5'x�EzJ irs MULLION.{T W+LL yI_L_A.1.•r INiMUh1 ANCHOR I -w -' 1- ,`� (A.PACITY WHICH MAY BE USED TO QUALIFY } Lar r rsv rIn o Jr °a r t 1p:rrlB�j x,n r> ,�T& n I 1 wZ J 161 }Ci I iAsz ( h,A t ioa: �i 6 } eootx } tccae zns I bast ( ,1�Im_1 I I I t EA m» %Iry r as.a• L.psr(a e l t i91m I li O 1 1.[L I i 2.746.t_2u. } 6Zraa-1 04;is-� HrA , ttao. 1 tt2,:�: ( 1 +0_ 2z s IC2zln:) t]ria; y_�t;aoE I ADDITIONAL ANCHOR.OPTIONS FROm THE f } - _- r-`-- --1. IAF RCAP (} �AttNr Q9134 In.00 rV C�Into.7-�farm.(F;a4 hr.• W�'WA } IUr �_ IIA I NIA r ka`7 NIA N/A_, i NIA L.F.A_-1 WA _MA I- IVA. �`:�J 1.:. 1..._ACI.w'n.__E 1CH0. i I( 6Arcron j906, n.00.IU ly inlo 1 u Num(FM)0T Nr.'. WA W. IaT 1 17rA^r N/A I--fL'A ( N/A u(-WA } NIA ( tVA } WA ( NIA I WA 1 2I46A ( f•N( UC7'RGVISLU ®26i:'mi.U :7LM(F18 Oj 370 ZS 3701:: 31 LS_ ( 7491;6 ]-7121[.: 1 WA I-2U 1W NIA I 3181:6 NIA /401 WA 1 311 Ds 442. _5601bs w complying Ivilh Wo FLOridY 5A_-as®7.7t-MIn.o.ur-aptfi2.14 4431Os 5251a 379155_ B73 W6 NIA NIA 35310; NIA 3901ta NIA WA WA 511 Its 66f ms 84o Rs _ Building Coda 16�21$•O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VAV:Cb AS THE STANDARD CLIP. Acceptonce No 3 Bxpimli 1 Uote ,�Q r CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. / OL FIGL'Rc 1: _ FIGURE 2: FIGURE 3: FIGURE 4: fl>� (I{ o I n • • I p c • TABLE NOTES: `•X10• - Mi-Dade Product Coe I I I \\\IIIIlillrl SEE ERALCNS 1 FOR INSTRUCTIONS ION METHODS,0,14 USING THE TABLES AND SHEET 26 FOR!NFORMATION ON LOADING,SEE SHEETS 2-4 FOR • • • • • \\GF-.P1SR •Q FIGURE 5: FIGURE 6: 2)LINEAR INTERP01_4TION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. - p e o • • ,250„ 4.000' _ FJu."3705 y 3)CFILLMULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE AEHDRILLED IN • o o e IJ��. THL'FIELD FOLLOVJING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE :.C1. r [ Lr e • LOCATIONS. �-«• I g 1P •L1 I ATI": F!GU E%: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRAFES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT •. ,rl OR10,,.• • a CMU SHALL CONFORM TO AST YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �,t• '•••--•�•F (FIGURES 686) (CMU) i s'c. \' MUST 3E USED GAUGE). .S SHALL BE L STEEL 5 ANO BE BEAT OF.125"THICK.STEEL STUDS TO I13EN A MINIMUM GRADE 33 AND LE THICK(18 2'X 4"X.25'MULLION �!!�Il/t7�\� IN PAIRS. GAUGE).STRUCTURAL STEEL TO SE AT LEAS7.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYt�VN1RhILLER,P.E. • • • THREADS BEYOND THE MATERIAL,#10 81112 ANCHORS INTO WOOD MAYBE STEEL,18-8 S,S.OR 410 S.S. FL P.E.# \R, TABLE 13A Mullion Capacity Table(Ibstif u III - _20parldriz d:h((or vsirtiealVfipanlpq millom. )or Opwilrig Haight(for horizortallysparring mullions) III 0 In to in POIn -yrIm QDIA 140 In IW in 50 In 1-1- I I F_ T1'_7T =t rztc!a,glw Tfn�.rrc =17r!ro- -r-"m d Nrg L�aTq a .Yna L.Tng L Lo,. La N Laednil LO.& Load,if F�_. - 2� - 2� 11 Alum Tubs f 61U!177•r I$ zi 11 1 a K a 3 B Z3 3 3 CN lop Z5 e F 6 P - co 5 file 19-83 F�?_07J 621 0 I 42i�,._ Z20 i 173.0 �J! 70*0 V0.0 E03 110.0 L13 2 HEX 1 .0 1170.0 -17-0.0- 73 W 10.0 10.0 4 170.0 110.01 680 1 �47_ 70X 3 -.0 7223 170ST-4 I?C..o 1!!X,� 11. ME i70.0 Ell :70.,i u{2 17C.0 I . c I 1 50 IMI) lA?A (70.0 S37 170.0 1 -7 _j Jio.o IzAa I i:0.0 I Bn I t7f).t) 15a- 170.0 t0 INA !'..,71 IN.0 1013 170.0 212� R7 17r�() 10,1l 170.0 2470 170.0 1.063 170.0 28M 170.0 1003 �1 (p v� 1 III L.co m-o 1 _ _0 tic COX 1122 110.0 2231 170.0 70.0 2603 iM.0 1171 170.0 2975 1704 1171 ��11 1-1-11J,717C..I Ell)1 170.01 '67. 1, 111, I 119 INIG 1210 170.C. 170.0 1216 1 2727 170.0 12M 170.0 3117 170.0 1288 e��r. 'I D74 .70.Q 73 1 M7 110.01 2--% 170.0 1?,�8 170.0 2075 170.0 152 0. 170.0 It 6 1! 17.0I. i7Ox,ii�l 170.0 1 l22 I 7A I NIX' i"'. !71�0 11's 7 170.0 1 Tj4 170.0 278l 1700 170D t70..0 3M3 170.0.i777 170.0 3883 170,0 1798 < 17C.- .321; Ite.0 1�� 7.0 _u. TO.0 14�53 170.0 71a 1,6�� -At3 170.01 2213 IM.51 3413 170m 2361 z Oil z7-- < -I fo.0 0.6 213t 137, 4, le.0 1 '70. 170.0 2550 11r..e H0.0 Pai !13 ?S33 l wo. -P 170.0 4.6 123.0 V31 140.1 2Z3i 05.9 27 1 _o 14 1 tl 0 t 7ox 17(.0 7;V!T7; 207E 10 1?8 :7j, %3 H �illl 17�A 1M 170.0 223� 2 1!14 7716 120.4 Vie 7W3F ,- -- 'T 17Q.V i1N -9 Z252 9_.8 1-72 7 x 1 2,52 1 1 20.11,1 5 AE 00.1 0 C) la 6.2 TZ3 li"a 5s!, z (A) QI TABLE 1313 ANCs4OR CAPACrj'i ADJUSTMENT FORMULA: Zchor Cajp) I Table fib!) I'�3,,GIJU Fdamfll. PT ANCHOR CAP.,,,_, ANCHORCfNP 23K C�,.t. C�. . sl=l ;, 131-)y MULLION `yJ I 5fW Ef,, 3,16,Eic.U,_.. 1/4'SS E VV S$El�. alas 02 sled #12c;tee; ry A.: T Et.•1.1111- 114'E U 1-.1 114*Elco ul-w _Nel Anchor Cilic Paliome, AM-G.',, At�, AN.Ge., iG5)a.-(GS) S.-(G5; USE THIS FORMULA TO OBTAIN THE"AN CI CAP.,_) • .R A"CITYREQUIRED"CORRESPONDtNGTOAN ACTUALPRESSURE REQUIREMENT 46-lu '4t!- 1 44?1e 1< OPENP .'1VHEqiTI LOW T A, TH _7E 5m,. ?06!��, L�G ?4e!�j 12?2 f�l 1692 ft 1- ;FRONITH.F.TABLE)OF THEESEL 4 f.mna�g C.C; .2 t� F TABLE)OF THE SEL TED MULLION.I�WILL YELL)A MNIMUM ANCHOR _10_�OT cio lbs it i� e�E� D7 1L,051 NJA N,.N WA 1 1�0 Re M kwtll,!kUltY YYH,kH MAY RE USED TOCRIALIFY -2 �V i� 51.;)R" I co I '�i 797-I 8v lbt 1 SUIDs -1760-1, 37,34 IM 1"31., 1?70 kt, W�0 ib� i j,i)L11TIO 15c, 3e�l 312' -FT- NAL ANCHOR OPTIONS FROM THE 3H12 lb� -,(�c 12oT�TT - --I—, -i ANCHOR�20_[La WA 7WL� G _t,, I I 2,0, r In _'JLA R CAPAO ITY TABLE. -VISLD NrA I NIA 1131,IM I A.W_7_Q 1.29�,An 1�a�11J:Jfp. WA MA NfA -t�L -c-piymg�ig,0.Fkwi,6 ir- WA NIA WA A I It- 2asi rm 1- 2.000--1 Building Cd. A.!-..Q oq.�04�1�4j,%Q I IVA A r WA I NIA M t,' 354:m 7.1 IL 374 lt- 636 1,. 918 l:, w I 4421W 5W I" A- 3L�)lba 390 lb� Nk hom 0 1�. _`:A_I�A-f_W'77 ?0 1w imli D.I. 1=�L, 1 2701b, 1 =3 1 , Z. A" NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By Mim o Product FIGURE 1: FIGURE 2! FIGURE 3! FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEETFOR I'43TRUCTIONS ON USING Ti IE TABLES AND SHEET 26 FOR INFORMATION ON F--T-T-51 I r-. LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. L.YN.%' 2�LINEA. INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 6.000" 3 MULU N AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 5f3705 211-23. HC)J-ES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICT;ONS SHOWN ON 01 J F:U-jRE& FIGURE 7: SHEETS 21-233.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP I)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 0 fft-01, (FIGURE3 CONCRETE 3L 0 CK UNIT(CMU)SHALL CONFORM TO AS',M C-90.WOOD SHALL BE PRESSURE-TREATED a 1.X', "'I O -RN •PINE WITi I AN SG OF 0.65,ALUMINUM SHALL BE 6062�5 AND BE A MINIMUM OF.125' YELLOWSOUTH.- USED] THICK STEEL EEL STUDSTOBEAMINIMUM GRADE 33 AND.045'THICK(18 GAUGE).SIRUCTURAL STEEL TO PAIRS. BEATLEAST.125"THiCKANDAIZ.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW 2*A O"X.25' LY`NWMILL�R',P.E. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-BS.S.OR410S.S. MULLION FL P.E.# TABLE 14A ® ray A _ _ _ Mullion Cepachy Table IbsW) _„__•_ a�� F" + •�_�--��� Opening ViNd h(for oz-m ally-spanrirg m fllons)or Opening Height(for hodzontB*sparW g m 9lons) +� 50In -� r0 in ' -01n CO In 'u�•r0 In 100 In ( 120In i 1401n 150 In P rv••lar 1T•'a r-','."-b' T„ am, 7 P'(•�. lar Tor•+.TOuo. F 1V Aar .. d.,V. P.c W,,Iar Trepilii r R r•aN a„'Trl.ra P.•ctar,Aar Trnp7Tkm Re langNa TmpFT alg. ReclarpuW TnWTrleng +I I1.2o'X2.11 L aline -I'.'V .:fn9 Lcadl g B L-am +Trp g.!T rg --�`^-:ig�• LcrY.� �:I*9ar 1 .-]:nB LJ::tl ig f 12a„'!.'g Lcad'v r Lwding Uiadl g LCNIIV .ox 0. U .125'Alun{ . -I �•� € € ;r F-, 1 _.;;✓ i. -�1- i .'-� I •_ & �' € £ .�• >v = �' 1 1 Tube flu;! IilfrJ�,� I1I KS p 8 S �` tilg aEe 3 38 B S t E B� g "p Pg" u l -� n4 fY (R 78 ti i8 d' a J tf lY U- iS 3 �` B _,I L ti 5� It Ci` N 3- - sly ( �! cP�a a I � z fit- E fr� € fizE.In N1Y jb �; ec 3 E arc a�- ) - � � id� � � dV`di<= a¢ a=-I&& s@����a � � dz _'� a._v � a� ( Z iI 4:In_I 1:42 rE j 137.OT49 ri2021-o_iI4B0+ 413 133.0 52$ 11338 f`•11 r.A_1 I 526_+ @d+ 'It 6 501 r56,• 134.1 r11121 x573 134.1 411 50.1 526 1341+ 411 51.5 1526 134.1 411 45.1 526 134.1 411 J W +I I 43 iI+++I a !i K-•$c1•'1 iI 1iI-^313 i1I 00 1I.3-77 +,a.5 "MWI6 i1WJ4 7I12F1 ) 76.05 II 3403 +66 4+ 3L0+ 0 4 r103-�114J317 Q_r 4)3 �.?.315 16.3 4J766 JA 403x403 6.6 314 31.5 03 78.6 314 302 400 78.6 314 `2Y•6 21 Y2 536 ?l 3I.2 751'. 3 1 CSJ d6 „2 ! 3 29. F.2 612 86 45J 18 ; '08 3t8 495 249 `+ d.L ' tul 237 66 4 �I uai ;+ C• ! 45.1 24a 242T,16 46.7 248 21.2 318 a9.1 243 Opr O I..�I '-.,3_ M I 5:.n + I 25e +w1 I 19�4t<I ...5�•S7 .14 35.3 :53 4C.7 10 A9 .58 72 A7 =17 I 58+ ir.9 I J4�2?.7 20�4 I �+•�6 I 2-0 32.2 f_31 I 1!.7 i5"o 32.2 231 •16.6 258 322 7.71 ( `� Cn I J� Ixr ^ ) _I I I I 1 _ _ 10 I I= 1Ir 6.'`'1 �7 L:31 I .;.5 1 ':;] )a0 1 rat ,JS.t I f5 �,1U.5 I '[.:4 'Y:7 r172�)3:7 I ':..4 (J1.0( IA9 (?3./1234 I .<l Iyi 11.4 I GN •6.0 :24 17.8 237 L`-6 t33 I la.: [34 265 1E7 �73.4 234 :65 183 Z il 1 7 631n i 72+ 113 .79.4 I 103` 10 f 73 +3 7 I 119`D35 i ,3 12e.6T 176} 2 I '13 I 10 I ill 1'206 r13 I Y 1 I10}eo I-213�77 rI15T155 l_13 �2 1^7 i 313 220 16g 11.6 27^, 20 166 l 721, 268 t79 30.1 iE5 1 wag .9 2;.8 152 3'.4 179 2:-5 14,9 17.9 113 20.3 147 15.6 175 td.l 145 +, ��� ' --�- +-I_- -I 1_- I - I_._al ._ I _ s _ "' +243 id1 .Y 4 i 140''T)� 761 21 fi f 137 17.4 I 131 19.0 r136 I 152 1 161 I.170rt33 - _��l `'�''`�' - Ir' JI +r`_J. 7��n 1.225 x152 I _6 I 133 16.8 I t52�199 I_131 '161 I 162 + 175 I^L12d --�-I 1 �_ - II TABLe 14B ANC,4:1;:CAPACITY ADJUSTMEN T FORMULA: I r AncUor Capeclb Table Qhs1 0, o I cwcma 3 rt+�i -- - --- uu rElrceci:,: r-. .,)Y. - -="�-a:CFIO.,C I ., , "ICHOR CAP.,,•, -(--- --,-- MUIi ION CAP,,,,,...' r .-_�� �� 151165Yo1 I I/T S::EIcO.Sl I6'E"n SS EYo�M105(!H•jIRY251Ee1 NI231MI 1 �1 i � =i---i Arcf;.r.J(.6; 1'1:'Een Jlll c.n :"Elco U4rs 31 , I 3115'Eca UOncM 114'Elotl!IarrJ•. _j I hir,.l`• n LIJ' rlh I +I Anchot.8^f'a:amo " ur,r:� c.:.., In=c. 1;'gl�::S-or lsc rv;=3;'91rte �o; �US=THfS FORMULA TO OBTAI,. AICHOR r -5} - i-'rr I r I 3-vs z I o.ae�l 0 5r g.�.^ "ACV !REQUIRED'COR: TO:.;: Cep' `jI s l ( I G i L' X ? I !' ;-I L ( 1-1 t ' !T;-1'ar 7 t7`c i z �__' i ydra^::-� ACS UAL PRESSURE REQUIREMENT'FDR TNF_ L N s I 4 r r.m3E?un ac..i(yz sA_D ps7ii}a.}I ]dulce� 7dcW� bits c n ( iwal^: 164L la res to w, { 7�1• 74d;s e0,w -ts7e la I 62w I bee t:nits U=EN.iG.:h'HFN IT IS LOWS:TF v�THE t%ULLIO>!' I �l �' OI �i ----� L .'-�I I 1..' Z I i CANACIIY(FROM THE TABLE)OF THE SELECTED f `m0 xp MULI N.IT V11i L YIELD AMINIMI.M ANCHOR I a (�AjleCiTY',yH,CH MAY BE URFD TO QUALIFY I ANC•i i TONAL ANCHOR OPTION'S Of.i THE S FnI i ANCHOR CAPACITY TABLBLE. 1 I� II TABLE NOTES: 1)SEF SHEET:FOR P451 RUCNONS ON USING THE 1ABLES ANU SHEET 25 FOR INFORMATION ON LOADING. ;^ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �1 n-5 (:nCJUCT-,PVISL•D ENOTHSANDiOR OPENING WIDTHS ISALLOWABLE.2) CBLt4VEEN I nnuildg Cod, FIGURE 1: =Vi. n 3)MULLION AND I( MUL HOLES TO BE ORILLEO IN TH=FIELD FOLLO'h'ING DIMENSIOi IAL RESTRICTIONS SHOWN ON SHEETS 21-23.LION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. I?'Dimtiu0 Gale .2.71 T.2.021 I I F'' I 2.116" (7 BY l U F!uURF.`,'SHOtV SUGGESTED,APPROXIMATE HOLE LOCATIONS. I � � Mi Dedo teradlq ANGLE CLIP MUST BE USED IN PAIRS. 125' CONCRETE TP BLOCK UNIT(CM'J)IALL CC N FORM.TO AC HALL CONFORM T ASTM C-E0,h'OOO ICATISHALL BEP ES.HO LLOW SSU ERTR-"TELrD '(ELLOWSOUTHERI, P11iE1VITi!.ANSGOF0.55.ALUTAINL'MSHALL BE6063-T5 AND BEAMINIMUM OF.125' T �"��•,•''�,1:%F�!�E • 'p THICK.STEEL STUDS TO Bc.A MINIMUM GRADE 33 AND.04:1 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26"X 2.11'X.125'MULLION i.FJ+ST.125'THICK AND F.36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) = i s Nu.`.i6'70�n THE MATERIAL.AJC.a eiZ ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. _ - g'1 l 6 � t� I1'IE)I A.LYtfNllvllLL� ,P.E. FL REX 58705 T_A_BLE_15A_ Mulllc n Capacity Table(Itlaffe) kl A 1_._. ._._.�__...._....__�..-. OpaningVSd!h(Ic(vat-;alhpspzrrrrgmlllion7)orOponingHalyht(for lntlzortaty-sparrirgmJlions) 50 In �- .0 In 701n 601n -601n y loom 4201n 1401. I601n o P c?;tytilar S rf-AxaB ch'6clar`'rI'''r 7Tiang l�,rya,lar aF'-r!a;.0. r OJar T;cNT+a4g. i tv:E.,1ar �. 0 P U_:b..lar 7rur,d,ng Rc t;C+de ,."d'r.0 R�.:a:.µd.1 Tra,YT,Wr d. Rcclaty�er TraplTtlang. i a 7 I 3,25"30 I �"g Loc•5pg I L 3d1g I o g Loeurq L eun9 +�'g Lv anO i W rrd��>�W ,p _ Uad.nB c;n:.£•q La-3,g 'We3nB La:.:;B LooC6 Lacdng laadnB aY U i. .„ i .I, T ,r 'T"' z: c 1 a r �•_ a a_ ' �ya I fa r a a 1 � �y 3Rq_ 5' Img I w B. t7 E ,. 3- DAY !1ULL � 'C. 2- $ '� IIcS 8 I,. €f 6I €I •fs_7��z� ti €p t 5� �� 6 _=j§ � t No -r,i i` f'I z8 is a I r❑ a f-I ri g p Z (qi 111 i�& � Lu f O V 'S0 1 0 0 1 135 3 I TJ 1 741 I17J 0�cT;1 001 !•�] 17C.0 5Mi'(o pTl •N2 117(tl i 974 i f 70 0 1 71111 �I70.0 1~I`170.0 124C'i!70.01 521 170.0 1 7188 170 0 521_1 118.0 1736 770.0 521 149.7 1740 170.0 521 JI I W III i 1561 1 0G 38 >_lY 70UI i-9 170.0 .9!)t'-��PS r-32 '';;O.0 >_SJTt'O C'113+ U0 661 (7.0 IZl`_• f III' ISti C.0 Ft0 1922 :'22 I7C.0 eA0 IY7.5 7672 170.0 vBD 11 d,2 1522 170.0 690 1 �I� y� wl-�- _ I_� 1 I _, _t i I I 1 =1 I I OCI .7 I 70 :+:] , 7C.0 C33 1 170.0 @3t iM.:1'Ut8 17U.C1-E5,7 1 04� I 700 P] 17Q^TMP 117 '0-T�.?-i 170.0 .SB !39.01!'4Tj 17G0 7!•fi II7.3 t,dJ 170.0 '+56 102.8 1d/3 170.0 758 I II i O o Q 11 1 1 17C 0 I�F9'1 17L' 512 (1 1C.15 1 170.01 5-; 7C C( I.t Ir 7CC 7 .0.01 2i=I 0 C9? �_4C i 35��7CA 957-(f al.] ';5'. 7'0.0 E'd 120.31!353 17)n E'.1 i 1 U.1 !353 }70.0 061 9g'_11353 170.0 Bbl I '+ l I1C.0 ;d5;IIC,OI 701 117 0 ib>I 001 i57�167.G1 i:'817 CGI 673 ;4L.'11]IF+17U 01 91q.J 72491 t 1511 301 A8 116.0 1 7216 1 152.1 YS 37.i L18 14d.t Bi] 193.5 7216 149.1 913 7J.1 1218 ii6.1 473 I I- it J t 7 01 1130 Jul 1r5 r17C.0 :1101 COl J 02 1153 IC:,6 G31 131., ISC� 1.x01 877 f 1l ,150 1 1 9 .1 ItSr 13;.2 E'S 27.51:« 1^_5.7 E71 75.1 1150 12b.2r d70 2`e5.7 11 E-0 726.21 970 2 LU III I w=' ( i I I I t l i I -i T l t l I l I T- 1-T i�I l ._. :. I_._._�. .._�, .i -_I--') -. 1_.._ r _.. -T)- I Z}II) (�!1 e' i I.,G.01 ;7: i 170.0 I 7.,3 152. 1&! 13{C i I9:,a 1 C.".I I tx.e 17076 1 14"c.b 1 -t ('.,4.0i ^:E 1 lJ3.f 1 550 10 f.01 1i0 <7.: i.NO 71..0 :30 1 79.'1 7C;E�109.1 85.3 I.0?9 7^0.2 918 57.1 104E�7C1].2 979 �I J�,S Ii 1 e Wio iI ii I J t1-�eb_1 1;40.3 I _ H7.4 1201 A0.6l bio_, il�riE 7.4 1-2.0I-230 10.0 I 3.2 4-50- }1.0 1t.7SO T1 2 i0.i 530 eE.21 103 55.T Z3w3 7665..21 Cc`27i IC 73J 02.1 519 JT.i 7A7 '67.5 517 �z 1c in 1 10tl _50 I 1511 657 i 3 1 961 iJ lE 1 1 -0 1 :'!2 042 I 50 71 1 V. ; 75 1 7`A 17r•t 012 1 V.q 7A 0:.7 Ina 462 760 S9A 594 35.6 75J 56.2 5oe 34.6 750 65.5 599 I z Q ZI NI I i 4'+;•: i ? 1 I ;53 1 ,i4 :M Gi.l :.3 I ...8 i 4;1 b ;4. 54.6 =+,'3 br.l I `%,3 .OB 579 F0.1 i :EJ G!.. }48 i x.1 I ] G.B 62 C.0 :53 '�2 452 1 2G9 Yi3 33.] 445 S X1'.5 5C� '_1.9 442 1-- W 6 it ice_ �_- l_ _I_---_._- _ - _ - 1 I ; Ijj i; 5-1-_3 457 495 1 5f„Ti I 5 12.4 435 1 44 "7 .7 Jfl.9 i i21 )3J.01 r;!'S 3� 115 5.T 195 332 4-3 2i.8 ;35 L9.1 4'70 21.2 195 26.6, 394 i 18.6 4 25.0 ]9u 0;1 1Ct In .1.7 341E 72.6 553 14.E 51 3•.0 'N8 2F8 501 31. q2 'G.1 f 2%.9 037 _12 -,Sl 2:5 33 205 331 22.8 323 17.4 301 18.7 321 14.9 391 17.8 315 LLI 0 1 1 1 1 ' 1`-I i 1.- _Tr T 1 iy...l� -1_- ;.__I . i--1 1�_ Y�^YI i 1 i , 1711 ,.16.4 r i0 I 35 i l I ei01 1 a 1 3J 2/5 1 ;10 I 98 1 'S 1 0 1 OLI 43 I 220 214 I :170�17 b 1 Sf9 15.2 3?0 20.9 312 WA 1 37C 18.1 JOS D'i W 1 11 I l 0I 1 306 I7 1 30.9 1 80 12 3 1 317 1 0 I 284 12.7 r 7 1 766i CO 1F01 717 i 109 1 279, UI �1' Qi ^�� 1 -144 <Ic Z� r UI I 1 I I I ,u1. i tTb 1 220 1 IT.6�703 1` _Y-...I _...._.L. I 1 I_TI I I i I .. I -� 1 -��`- 1 I J 2 �•a TABLE 15B, !NC OI CAPACITY ADJUSTMENT FORMULA: m = !:I N II A InchorCapaciNTaht4nba) _ I ANCHOP.CA'.,„ 2.7k Comre e - 3_5.Ca a�- - k•.i CMu -Filed CMU PT Metal (DP_)X M1IULLION CAP.,,,,, - ANCHOR CAP. , - -�- --�-- t )_ dacha:T;1x:1 Y tc Eko Ullr..,cen 7 11�Eko U."'. {518-Eko Vis.Eka Uluecm t/4'Eko Ullraem 114-ES Ekbl 5,'l6 Elco 114'SS Eko 910 Steel I tl12 Slee! 012 Slee) Anchor Cllp Patterns I. i I-Ulumon '_ I 1AS9ra0a1ar1 Ultrecm I.99.Galar 5cren(GS)Sarre 1G5) Scre>r(06) USE THIS FORMULA TO OBTAIN THE°ANCHOR �-----^v----- �-- - -- - OAPAClTY REQUIRED'CORRESPONDING TO AN IiI I EJp?to arce(YI I 2 lr i -7 I 2 12 I 9 116 i 2 iR�- 1' 2-1R' 2' 3110' a 7 0 48' 0.54 0.324' 1 J4' f`4 i i-Yq I 7 1 t 714' 1 1A j_1-tN'-r1-V4' I 1-1/:' 1.114' 7 1 L6 1-2' 4 nos ACTUAL PRESSURE REQUIREMENT FORTHE ''.s1 tl 3Slra,--�.1N:.::�(_q5C i a£*'7IM�17 '. 2 b.. I 260tr� M54Iw :ao L,s 1'-374Ix 7261, ;W6101 34�as lix,w Seg w: iOFENiNG,WHEN IT IS LOWER THAN THE MULLION t ;.rc re u in o -y 2:5 ar ^Lpal F 271 7cO Ir. 7801u i 0 r_ I-id70 Rs 2525 IL,�l 54017,-` fif' 1hs � WA 1120 tz� 74d:S 89011:: ' IBB210.. 632 b. 605 as 11201bs CAPACITY(PROM THE TABLE)OF THE SELECTED 11{ t :tc I_dnoc (1z;s`r w1 Fa %1!14 • (�HN1m_ s3` 4z a i 2 r-[`wA edotz�_wn i ic�It= r'A 3200 wF 119.22 Sc 13z7 ms 99a Ba M1IULLION.]TWILL YIELDAMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY /-,DOI710NAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY Tl,BLE. ,RMUCf RLVISED FIGURE 1: TABLE NOTES: On camplying with 91.Mo Wo = Itullding Code 1c4xptana No iC-ml$-(}-3 SHEET 5 Pv 1ratim1 I,,, dr 1)SEE SHEET;ECP.INSTRUCTIONS ny USING THE T^P1LS AND G.c-T 2 FOR INFORMATION ON LOADING. p r� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -3 A By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS1 7 1 ANDTOR OPENING WIDTHS IS ALLOWABLE. I 1 MI DOcb Drodu FIGURE 2: 1 •'0 1111 3)MULLION AND MULLIONL CIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125"� / \� ,`(LYM1I?1/;r��1A, / • o HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. !_30 ,�?. .•((;C!?SF' •n FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE GHALL CON,�ORM T'0 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3250° FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM DSO.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' f000 r!r THICK.STEEL STUDSTO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO OF AT 30°BAY N 111 „ L EAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �) $TATE"3T ;•. THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. �X 0, PI.ORO.-•' (.'i ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /'r r �''•.)S`I1,��313 A.L11NN MlL'Lt'R,P.E. FL P.E.#58705 rTAKF 16A ___ - - -- - --- - -�. mu}IlonCapsohyTablellpelR'}_. _ z Cp .!n70YId tHaight(for horimttts! partnigmUios) SQ III ,a in -_ 3001. -.- -' 701n EO h° _�- 901n- 1-�-10041 120 in 1401. 18011 ��� i1 ^^1L„<<Il.,r t,,•ie;.g. r t „Av ra Ttl=rwJ F [ezp.lar ..v.U�I c_.eJar ,� „71,. cl_rs laz ,,Jrfa�9. f 1_yJer -:-,Tinno. R_,terq;!w 7:e;r6c:.9 SLclar9efar TtapRrwgB R<etanyuts TrWTfI--W. psi W t 5.•1::'4b �c-a.B L !.,,_rinB j., _^B 'rn_B _ -a•.,+ID L nB ] Li•d.e_- u B_Y iWtig .t Lc.dn9 L- nB Lc-g Loading 1-dvIB Lc>d:B Lwd.O Lorvl.O Loading ^z g U ! DEO.AL �� !• 1 I 1 I Ir T ( `I e p c z = z z z-tom a._ z I z 1 z x a r x n r a y r.AYrv1SJLl Iwe, I €f �;tirl ��r:�� I I `'Ji Ix��g s $ !ato TS 13 u !.+- u ="1 u8 1 -yG I {C`• c`3 .5 u (ci u" u 3 I� IJ 3 c'1 t3 u L`p uv u i7 i7 o u c� I;'yi x= at I 91 co n I z_ r III 1 42;; i 100 b20�11U U1 431 1700 1G4 i /OT13 17L0 a 11700 ;CJI 0 f!2 I�{I UI Stv le 17C0�Il% IiUOL C.f 1To0�12141 I'0.0 521 17C.0I!4116 ;70.0 521 170.Oi;735 170.0 521 180.3 1871 170.0 521 I I I Wl I Al i" f70J •.J I 1 I l 11 0 I 0 77 I N 7101-32!17-f�0.c�1130 I COTSJI I OOT 6EI�17001 7`-I 17D.0 6t7 f GI 41 I:10.C�SFA-i In.,,.7I i:3T IIC.Oi x0 1 11537 1770 dW 122,8 1837 17C.0 680 I TI _. ;53+71 a1 ,S6,�17 LI 7t i 1700,. `I1NO�Ec1 0 _I 0 127 111OGi!34E SNO i�.7� :94�1'.C.O�758 147.1 !052 f7C.0 ?:A- '2'.f i:i53l t7o.0 7511 t1o.4 1552 1700 758 I I Osln I i l I c.01 'C7 i i CU1 612 1 3L I .:.0�17 OI Sal C 17001 f11`j f7C0i 7.{�Irt� 127E`°.OI b5] 1 f7� !+.Y I Q cU?O:55.455 :1G.OI 0`.7 120.3 15k'�17�7.0�>1 11S_a 1ASi 170.0 °r31 97.0 1155 170A 781 I a I pI 1 17C 095 1 Il C I ]I 1 11G.^, :Ua 1 170.0 j 767 I C 0� 'G 1170.01 613 151.:1._a{1700 ..4i ( 16 1 C1 1 1Q.0 '.v3 1,25.11 13JP}7cJ.5I 2nd�1G L I!"v 157.1 e:2 0.9.61 !?0'l 157.7 992'�78.8 1305 157.1 682 t- �� I J I " -1 r- �-f l -r- r " .-.r __-f_- c0 �- Ii �C3m ,,,170,01 520 I'OCl 74a 11701 1I„! 7001 0501,9�s 72NI170.G1 040 1 i SI �A711345I P-7 1 Loll 4r`152.0! Lc5�11!.01 L{7 1 .2 S2 160 i 114 tI" r:4: 01,4 ;?47 135.7 335 71.3 1247 !35.7 935 _ W c I Gl G~)]3 j 7041 13°°'77.]j 5G3 lit.d�_I4Y+I 1 7t R:3 DI ,!SOT7+:.� 5 ! J 114 I_i}3.L� i't8 a;O:..0 :10CT'."�4I L'11�E0.8 !'g0I'!13T<E9 :415J 118,1 933 ;A.O 11e0111G.1 8113 ! Z rn2i III a i ?in T 'id t 101_1 OTCN jf3t7( Oir I i+.dl u.aoii di 1 lcj 7 72 tr2�toi01P .11.71r 02318681D,ICT 1C•i.e�6'7�SC-.6• !OIO�ea9 1507 5).3 171Cree.A IT7e5 5; 10.10 67.8 700 1 50.5 1010 07.7 d&?2 i f ' r I I r I i r� i-_I�_�Y ! i I 7 1 157. '1 1436 174 .CE 72 7 3 1 d 07 1 t 355 :w7 A2 749 7Ts3 8 �-2 J9 zC7 t] 3%.3 ;_9 7.3 DG 74.7 t6 l_.1 ,G 712 710 9 Ji.D 91.6 708�':U-'•tT I! a.31 1- ._i 754 45 wi 1 a 1 71s 1 yet 190.6 1711 i 7Std 1^F.5 /IJ�?U,E! :31 3!.0 7G3 :3.8 I ^:4S 75.4 7Ci 53.0 Sii ro!.t FSI 4i.; Po1 81.3 875 38.7 681 077 }-. �- � ! ! I' - 1 1 _ _ i I i 1 i _ 7 I yl y Q ot1I I �;.'j.27; d'S Td{ Sli IY3..0 .48 T..1 I `:.'1 09 I 181•Y1:� il.7T•345 iC1�_4i 14E.0 616 57.D�:7 15.4 C-{8 r 0 10.5 i 515 41: !_5 PJA 3E.2 511 1 25D 9?0 ;e.B 507 �I y`Z 1� 1 i 1 I' I I ! -; .1 t -( ! r T--1 T-, r ��T� I`- �,. - ,wl of I iC I , �9 I 1 1 i I -n 1 4G T .�93 r I },c.0! ..?8 .0 3 37.9 19 h ld 3 f .9 11 1 I r0 2c e 3D 1�],..,A •9'Iy 2-4..-1rS%. 3C.i 452 21.3 E 568 2d.7 N7 � IJ :]J� --r I I r- -- t �--T� __I=1 I -1 { i i S._ta I T.v, U2 ra I .5 1 746 I I 1 39 °v,11 �/e i J., 1 ;Y+.GT3iB 1 7 987(_'e.o 1 149 I Zee 1 ,2 1't99 1 :SB 16.1 1 ],7 C.0 41s 1 sss i,.i 44e zea 301 Iso I u0 I0fl ase I WI 071 - i i 7t1 is i 4 1 I 125 1 45-C(-a -E{ h5 1 s1 1 79 71 I ,25! ]d.6 r 3 i'27.0 1 4!5 281�7 45 K3 I�21-)2!11l 4p5 1 1•,0 rrA j IL44 I ;2o 12051~350 1 136 I 425 118.0 313 i �•I Lil 1 I I 12 'N X49 I ;aA 5-i.,J1�20S I .�54Y298 i -:81>a6J'_d71 .B I .;:1 '1&�51 228 C_:7 104x3341-205 i 3131 17.5 3G4 1E.7 309 `�1-•-�_ I 7 ' 1 r.Inn 20.2 35J 2114 233 1118 253 17 1 23J , I a Z O Q -.< 1f _ utfi�-fir r-r�r l�r-T-rTl�r-1-TR r=r- TABLE_16B,. -- ___ --,. -- _ .., .,_- ., - • _ - _ .. ._, _ __ - ..-- ANCHORS CAPACITY ADJUSTMENT FORMULA: it _Ir�isf _ _ (- 5uociroi - 2 Concrete '- _Anch 11 Sr Caavaol Ta 19 llbsl 1 Fybq,!u'�- Pr B:cM:"--"`� •,4eG: pP�pjX/•ANCHOR�4P - ANCHOR CAP.,,, to I---•_-'--- '-r '-�--r %MULLIONCAP.,�.,.e,)= 910•Eke 114.65 E�w 5116•L_0 1)4•IS Eko 00 Steel P12 51,1 012 Sled I �1n:`.o:Tyle 3'1�ckc L'I'x�n kD I:Le.tn 311G'Eko'1lr7con t !/4•Eko U1'ncm !; I Anchor%Ilp Patiema vwu«� ;,B_.--•colo Ultra:.. A,7rnecel0r 9:mw c'sS;Iec�an 1e5) &-%Gs USE THIS FORMULA TO OBTAIN THE`ANCHOR III 'Ea'pepe aalanco }j` l j,2-ftc_1 r_1 2.1:r I `3 iia (-' t !`z-frr( i--(`z-in-1 2' 34M 2 u.4s C.S; J- 740° e l- '� .063'- .385• 1¢ Ce t' A�S f .062' 1 -.125 -1 I--A25' �G' te 002" .438"- i 1 ` r•,yl 1 C b�c a i= 4.000' -.125'STANDARD CLIP �� v 4.000• 4.000' 2 2.125" (: 2.625' .000• 8063-T6 ALUM, I 2.000' 2X5 ANGLE CLIP .125' I %-SECTION U-CLIP 6063-T6 ALUM. ^ II I 6063-T6 ALUM, X•SECTION ,;25• t`J .12� .125' I .125' 1 %-SECTION 0] I .b3rrr-n�. _1111- llC" N v F- f-L Yltt72LC�lc>r'r" nrrn'>�rc7;: _ G7 v,cV LL! I 125' pI iI 125°I 1 CEWTEE B ANCHOR HOLE MUST LIE WITHIN THE I I I_UI 1 .155'J GASHED BOUNDARY.SEE SHEETS 5-20 FOR THE_ �_i -x I -1 L__- / .375' 375' I I N)w; /'d:CiiCR 0.C.DISTANCE.FLAX;1'L"'A`+CtiOR � �I ni ° O I HOLD DIAMETER:ANCHOR DVMFTER ti I6'. - 1'X4'X.125•T 1'X4"X.375" 1'X4'X.375' --5.500•---- - _�-- I (!iI p� F-� MULLION MULLION 'T'-MULLION -F.OGi- --1 --1 ` co _._ ..-_.-- CUT HERETO m5' I 1 (JI �5+�` to 6Ji3-T6 ALUM. 606&T6 4L'J M. 6063-T6 ALUM - -3 125'---- - .375" F- --1 X•SECTION %•SECTION X-SECTION .375• -`�_CREATE F-CLIP.SEE �I MIN. ''- DETAIL F..",HEFTS _t - _ \ LAIN. j ZI I GI I ?I 1 I , CIF I r 375, CENTER"F 1 �- 25C' I I ! I I I ,I ANCHOR HOLE I I r'd!r'+• E y� i---1. 1.250 1 E I I (' I I I I MUST LIE WITH7!! THE DASHED AtI !!1' , I ❑ 1 BOUNDARY.SEE SHEETS 520 FOR •' I I I 1 -t GI 7I cJI I I THE ANCHCR C.C. y DISTANCE 3.94' F / . MAXIMUM 3.250' 3.250"'" f I A!tCHOR HOLE I i i I �! OI I XI YI I fq,1i I j I I 1 DIAMETER: ANCHOR -ryy�-• 1 ! ____- ! 1 nwMFrco.til5: S_ o Z�y nI VS I /_ f 2X5:;r:OLE(LIR all - of`1� I I III 100' .624" 824' rC STANDARD CLIP U-CLIP 50o3•T6 ALUM. �y I - Q'I��I ) / 6063•T6 ALUM. 0063-TB ALUM. - - CENTER OF ANCHOR HOLE MUSK LIE �I .820' F-- I -1 .820" 1--- --1 .820' 1-- / TOPVIEW TOPVIE!N 11 -WITHIN THE DASHED BOUNDARY.SEE J 1.26'X 3.25'X.100" 1-5'X 3.25"X.624* i.25'is 3 a4'X.624' SHEETS 5-20 FOR THE ANCHOR D.C. TABLF C TABLE C,CONT. 5 DISTANCE MAXIMOM ANCHOR HOLE I} MULL MULLIONMULLION `\- e!,1anF,loR v3,�5(IDyI Vic;ISUIIIt'!1:I DIm00810n V8IU5(In) For Mullion: 6W6•T5 ALUM. 6005 T5ALUM. 806}15 ALUM. ..�= =R'%•'IC'r10R DLtit.!'-_�, :t ii16". F X-SECTION X-SECTION :(•SECTION \\ F I 3.8`„ "X4"' ^ 1.938 1.25'X3.2.: .\ LC `•�- PG 0.100 -3.455,_-`` -___ -.5-9017- CE__ _..- _ H ! 2(EO 7 nluutilxoui \ ' ' 3.260 Tuba MUINA "T ' .37oF �.Ib7 1'X4'X2.626 i-25'X1(1• `1.377' IMIN. _I _- G U757 .375 1.125 X.b24' A112111 um� 1.500 Aluminum I 3000 Tu;;e 8'P3,250 Tube Mullion ''0011cl'REVISED :d complying wiNl the Florid. F 2256 t125°X3.25' 2.813 30'BaY Mull , Duilding Code wcmis.0 .125' I I I I G 0.750 k.iCO' I F 2.875 45_Bev hiuif Acce uign No 3 .125' 45° 2,250" I I I i I ;1 H 1.5W Alwaim.+m - f:pimti Date -30 -- �~� I I / I 3.250 TWe Well= Dy I I 4H I Iw 3.250• MULLION / I I I I I I/ I TABLE D Mian pade h.... L 45'BAY PA ALUM. J 50" 1 I - I f1l 1 I _ 30°BA"!AULLION I J 0063-TB ALUM. � IT� - _ _ I �- � Mull D;rnendon �-_ ~,- - POT Pert if •(yO ,Hl 7U7j 4063-TCTION. 1 X-SECTION - - - nst�) _- ,I I I (°` ' Mull!:,n I.1-�.(IIP CNrat Clip Uvllp Angle Clip X-SECTION CNS � CG T X4'X.125'(10) 08385 638111M 6881122M 666241M 866518M � >r '• �/ OFFSET CUP r"�.��. �.� - / -y .l^s5' , 6083-T8 ALUIM, I 1°X4-%.3Tu'(11; 6681 i43112M 6661123M 8%242M 6665101A .228".� L.. I .226' �-.987'--� .. _ J Ida F1371J5 _ .9Bi'-I 1 _�.�_I TOP`;T_7; , "4'X.375'^'(1, 68853 �G36112M VA1123M 666242M 6P'519M ..- .7e,n•_ 1I�1.25X3.25'X.100' 721 2160 6681127M 6661124M b6E2o1C.M.;6665115M NOTES: r I ( lr..-^i 1.25"X3.25'X.624'(141 0181 I V3 11128M 686i125M 6682411M 6885i18M )HOLES TO BE DRILLED 7I4 THE FIELD FOLLOWING DI".tENS10NAL RESTRICTION'S GIVEN ON THIS SHEET, 1,25'X3.54'X.6?2•(15) 20162 166611t7M 8581126M 666241M 666517M ��'� • S _• 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(18) 66649 WA WA WA 6685110M ��•'•.,,,--,,, c\, 46 Depreo(20) 66650 WA WA WA 6685111M � 4ER;Y.E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P-E.y1�,58705 TABLE E Mull Dlmenslon PGT Part# 0 (sheet#)__ s. lip �I " � 125"M;0ionSfd.CIIP U-CliP An leC •125" xt' < 2"X4"X•25'(16) 66602 666281M 686271M 8865112M GA1 o 2"XC"X.25"(17 66604 666262M 668272M 6665113M, I STAN CLIP Ll�i U-CLIP 2X5 ANGLE CLIP d 6063-T6 ALUM. 6063-T6 ALUlA. 6083-T6 ALUM _ LL NOTES: 2'x0" 3- X-SECTION 2.125• XSECTION 2.0100' X•SECTION ` 04 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING j 1 f-125 '125 1 0.125' m04>m F- OiMENSiON::_ItE$TR.IC710^!3�:IYE^!CN H-!I`;GHEtI- viuil(!7Lil,?r. I G I_ II Z wPl c { 7.)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I I-1 480,--•-I O ~- HOLE LOCATIONS. ._1 480•. -I -1 W W 31 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J 5.500° - 3 CUTHERETO5 __ Ud U o .500' CREATE F-CLIP, - .000" W �.g7j• rf, to o D ---2.000" .375'� --�_SEE DETAIL F, •375' E 375' r i MIN. Z M -L MIN. ^I SHEET4. rMIN. i° r-- - --� ---�-- -'------ - - --- T-- -------------------i z Wg I I I I I a 9z 4.000" @- -I----- - - ---- ---- - -I- F - t + .2.5C"-' 2"X4'X.25' I I 3.438' 3.438" MULLION I I I 3.438" I Z 6083.78 ALUM. I I I ~ Q-5' m o��1 X-SECTION I .375' Z h o $ _ Y_ 09 { / I L- STANDARD CLI. CLIP,6083-T6 ALUM. ,Q U U �. G U- / 2X5 ANGLE CUP U '¢ CENTEP.OP ANCHOR HOLE MUST LIE 6063•?8 ALUM. 1JSED FOR 2"X 4"MULLION.SHEET_ki CENTER OF ANCHOR HOLE MUST LIE 6083-TG ALUM. d s Z�(n (n 250'- WITHINTNEDASHED BOUNDARY.SEE TOPVIEW / TOPVIEYY - -WITHIN THE DASHED BOUNDARY.SEE TOPVIEV1 SHEETS 5-20 FOR THE ANCHOR O.C. / SHEETS 5.20 FOR"rHE ANCHOR O.C. `--DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE!BUST LIE -DISTANCE.MAXIMUM ANCHOR HOLE ti Yc;' S ;\IAMEYEF2..4NCt IDR DIA.METEP,+1115'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER-V16". SHEETS 5-20 FOR THE ANCHOR O.C. '� -- -5.500"-----------I DISTANCE.MAXIMUM ANCHOR HOLE �-•---2.000'-- -1 375' 500• CUT HERE T° DIAMETER:ANCHOR DIAMETER+1116'. - CREATE F•CLIP, 375, MIN 1 __SEE DETAIL F, 375' i SHEET4 MIN. \ rY i Y__ FAIN. 375" -- - --- ---------,' -- -- ----- -----------, I ) I I I I I I I I :R&DUCTREVISED I I I i as complying wish iSr Floridy I I Uuilding Cod. i Aue IanceNo16-0-Z1$•03 jI E pimlinn Dat. I .260" - 5.000• �- _i_ .__-- _-T -__ -__-_ _-1_. 4.688" ^y- Y-_ 6.438" E_ i-._-_.-.____-_ _i_ Mi Duda PrddOci' 1. 5.438' i 5.438' I I I lClilllllll�;/ I I w 1Y ' ./ 2"XB'X.25' MULLION 1 I 6063-T6 ALUM. I - N..58705 X•SECTION ` /i STANDARD CLIP U-CUP 2X5 ANGLE CLIP (C�1i'•'�;l' .250"-- 6063.76 ALUM. 6063.76 ALUM. 8063-T6 ALUM. ',� �S/(-1���4, TOP VIEW USED FOR 2"X 6'MULLION SHEET 17 TOPVIEW I 1111 TOPVIEW A.LY IJN Iv1ILLER,P.E. FL P.£.#58705 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. p n w lC 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 - }---i - -- - RECTANGULAR LOADING MUST 2E USED.SCAN THE:MULLION"TASLES FOR A MULLION THAT 1.S AT LEAST T'.IE WINDOW FRAME DEPTH OF 24'4"AND WILL MEET OR EXCEED THE REQUIRED ----------C -__--- DESIGN PRESSURE OF+69.01-60.0 PSF.IF'THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, SE=_ FROM TABLE 3A,S!:EE f 7,1 nE I'X 2.75-X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HO'NEVER THE DESIGN PRESSURE IS+-58.3 PSF AND WOULD FENESTRATION DETAILS. PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL 2-3 1 FROM 'ABLE 4A,SHEET S.7iiE 1-X 2,f; X.650'MULLION(LENGTIi=72',OPENING WIDTH=70')HAS ADESIGN PRESSURE OF+1.72.7 PSF V.I-!ICH EXCEEDS THE REQUIREMENTS FOR THE mu ION OPENING AND MAY BE USED W THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. U) n LENGTH --C` �- ))USE r13Lc413 10 FIND lfiErNCHUR TfPE.ANCHOR QUANTITY ANJ CLIP TYPL REQUIRED FOR T4EY:vOD SUBSIW.E.BOT,i TIIE STANDARD CLIP WITH(4)812 ANCHORSAND THE 2X5 vy�.yca H LTA A:!GLE CU71`S'.VIT H(4j t:1.2 eJ•ICIIORIE HAVa A CAPACiT''OF 805 LBS.'fHG''i(CH EiTHG:CNE COULD BE USED,TFIE STANDARD CLIP 1S EASIER TO INSTALL. OETrzLs, 3)'JCF.If-Y RIE DESIGN PRESSURE OF TP•E FENESTRA.TIDN PP.ODUGTS USED:"!!?H THIS MULLION SYSTEM.THE LCVJFfi DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL J i I SHEETS Iit��I APPLY * HE QJ5P4LL:ISSEMuL'f.FINAL OESICTI PR'=55UP.E P.ECU!FtES THi.T IHE BOTH THE MULLION AND THE FENESTR4TIC,N PRODUCT SE INSTALLED IN ACCORDANCE WITH THE Z INSTALLATION SPECIFICAT!0^!S INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Df u -JJJ�I -- --------- -+-�J--- -- - h!'R i;.^,CKAA:YLE,THE DESIGN PRFSSURE REQUIRED WAS t)-30.0 PSF.THE OVP.RALL MIJLL70N SYSTEM.PIAS DETERMINEO TO BE 72.7 PS.`'WITH AN ANCHOR CAPACIT.Y OF 636 LBS,ALTERNATIVELY, LU C5� Q i NO ANCHORS Ia WeID^_7131LL HE A;.'.CHCR CAPACITY AUR*1 FOR3!U'I A COULD HAVE 3EEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR T71_EXACT DESIGN PRESSURE OF 60 PSF: IL•-3uu wlotrt63fi LBS )--- OPENING WIDTH--- --j (60 PSF)X t 72 7 PSF =5'34S LBS (MAY BE USED TO QUALIFY 4 10 STEEL SCREWS FROM TABLE 48) C1 Z THE E'JIL DING SUDSTR4TE IS KNOWN TO BE C!AU ON THE:AMOS AND USES A CONCRFTE HEADER AND SILL.THE WINOOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A Z DESIGN PRESSURE OF+50.01-55.0 PSF. S r V FOR THE VERTICAL MULLION: Q NI `o Z 1 i I I T IALLY ASSUMI:NG THAT A i'WIDZ MULLION IS SUil ABLE.T HE MULLION LENGR I IS 32'+72'+1'=10S"AND THE OPENIKC'NOTH IS 38"+36"+1'=73'.REFERENCING SHEET 25, Q Z � THE GCL''"NlPi USC:C'RLCTAN.GULAR LOADR*SWILL BE USED.SCAN,THE MiJi LION TABLES FOR A MULLION THAT IS AT LEAST T I:WINDOW FRAME DEPTH OF?-318"AND WILL � r)-V "C CD I EXAMPLE 2:MULTIPLE MULLIONS -ticT Q;:cXCLi O TH=REQUIRED DESIGN PRESSURE GP+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAIIARLE. J v a UJI MULL WIDTH- FROM,TAdLc 3A,SHEC-'1 f 1H VX 2.75"X,.37L"MULLION(LENGTH=WS',OPENING WIDTH=80')MEETS THE DEPTH REQUIREO,HOWEVE R THE DESIGN PRESSURE IS+1-15.1 PSF a � (W U) AND'v':OULD NOT BE SUITABLE FOR THIS APPLICATION. U X Q 8 FRC"TAS.F t2A,:.:IEE?I6,THE 2"X S"i:.25P:"TJLUCI:(LENGTH=i 03",OPEP!I!!G'£JiDTH=S.')HAS A DESIGN PRESSURE OF+!-5?7 PS,`WHICH EXCEEDS THE REQUIREh EN?_ a Z V) -SEF \ r"CR THE OPENING AND MAf BE USED!IJ THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 1 `SEE DETAILS �- y � Q. SHE=T" BECA+.)SE T iS NC.V,.N07!N TFIA7 THE!.iVLLION\N;!L P.L'D 9.'TO TFIE 4'BDTH OF THE MIV�EC U^Ili,THE i 9jUSTED OPENING'.viD 1.H 15 30`+36"+2°=74',NOT 73'AS PREVIOUSLY D g' �-� PENES:RATION �-_ E- 1{ PRODUCPS 3 '\\ ASS--J'MED.VLRIFY THAI THE DESIGN PRESSURE IS STILL APPLICABLE FJR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN I IL APPROVAL \\ , THE 73'DIMENSION(35-112"+35-112'+2"=73'). 1 2j U-TABLE 12S PO F!ND THE AdiCHOR T'YPE,1,140HOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUGS,RATE.1N THIS EXAMPLE,ASSUME THE POURED I VEuiiGu_iT`-`-'-�- '- I CCoNC'RETE HEADER%,NO S!LL ArE:8'%NIDE.IF THE:+.ULLIGN CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE 1 AKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. { MULLIQN �'' v J`-� JSI;O THE ST-!DARr,ULIP VVI T I I(6)311.6-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112•GIIrS AN ANCHOR CA°AC!Ty OF 1050 LBS WHICH IS GREATER,AND I LEH,7,i '-SEE I I \-.-SEE THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY OF 971 LOS. g DETAILS, DETAIL E. DPE;tI;IG SHEETS 23 SHEET, FOR THE HORIZONTAL MULLIONS: HEIGHT FCR V BECAUSE THE VERTICAL NULL WILL BE A X 4`X.2.60*MULLION,IN THi$EXAMPLE WE WILL MATCH THE HORIZONTAL/VD Y'RTICAL MULLIONS,ALTCRNATIVEI_Y,ANOTHER H1 I MULLION TYPE COULD BE CHOSEN. MULuoN 72' PROi)UCT REVISED 1%1 HE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72':2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY 1..E ¢s c-plyi.2 wish Gro Flwidb 7 / Building Cod¢ USED.FROM L43LE 12A,SHEET 16,THE 2"X 4'X.250'MULLION(�R•LENGTH='1.2",OPENING HEIGHT=120")HAS A DESIGNPRESSURE OF 1.7-170,0 PSF WHICH EXCEEDS THE Ace pl¢ncc No 1G•OZ7$•Op•3 ` RE Q.iIZE': 'JTL:FOR i i IC OPENING AIJD IAAY BE USED INTHIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. F pi�flonDcr. w2ESEE -RA, to c.. I a n' UE; 'c l2ir TO FIiJD THe k`!CaOR?YaE,,;NCHG^n QUA;JTIT'!A:1D CLIP TYPE REQUIP.`cD FOR T:HE CA4V SVBS�,1.�F..!;J 7H.�__nAMPLE,ASSUM°THE C Mll 1.4MP._.RE B' Gy2 WIJ:.1£RIE1MUULICN CLIP 1•'Jtfic TO dE CENTERED WITHIN T!JE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE,USING THE 2X5 AN3L'c C"PSWITH Mivduct(4)W!6'L;LTRACON ANCHORS AT til EDGE MSTA.NCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH!S GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED 1 I I t I I 1 ._ }�-I-------I--�L ANCHOR CAPACITY OF 521 LBS. 34'.NORIZ. IIII .HO c, THE { , ! c a --1 F - 4)FOR THE U:;LIP IN.HE HORIZONTAL IAULL ON T O VFRTICA'_MULLION,USE THE Sfu M_ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U•CLIP SHOWS THE ANCHOR \S.,.• \,\GC6lS�•'•�`� MULL LENGTH -MULL LENGTH _ CAP ACITY;S 1074 LOS WHEN USING 3 ANCHORS,WHICH 1S GREATER,AND THEEREFCRE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LDS.THE -OPENING WIDTH FOR VERTICALMULL-- ANCHORTYPE IS A#12 STEEL SCREW. No.53105 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; .11 •r/l b fC- +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; +-170.0 PSF FROM l HE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION), O ,;fAI F 0- r �J THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OFTHE MULLIONS. '�C�•.•'•./YOfr!01;'•' r:y VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /�///?�C)(\J/V�,�•��� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AIJD THE FENESTRATION PRODUCT BE INSTALLED IN A LY fJN MILiLIEN,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: ^ yRx;u _ < PW oz a SHIDH !I I SH/DH-' - SH/DH /SHIDH - \ / �/ PW I PW 6 mm LL Q IIf 14 _ / I , o 4 I W J -j Llw N P / LU 0/ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I / / i / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ! _ GD Z d f I _ LOADING OF VERTICAL MULLION m = W 'LouW o f5 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION A W / z 4 a N Zlfq O - —_ �•=� / - - I i ��� / •'-C_//_i _ - -.9i �� LJ SH1DH SH/04 3 -� O vi ul O\\< � SHDH /-z -/111,1_Zj LOADING OF VERTICAL MULLION - I LOADING OF HORIZONTAL IAULLION ( I III ItII SILL OF WIPIDOV,!8 NCT ANCHORED WITH INTERSECTING VERTICAL MULLIONI h III iI PW II PW i `V Iil HR LOADING OF(2)HORIZON rA.L MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL —-- MULLION HINGED P HINGED DOOR PW PW i NOTES: ;c;4iUcr ItbVISED - - - I ds —plyin tvilh Ih.Ft-We 1)DRAWINGS ARE. 13u11ding Cud. RERESaITA'IONS OF IYPICAL ACCpI:J1CC NV p CONFIGURJ%TIGNL. Gs iruim iT to Zd Pw Ir �- d x/777-7\- CONFIGURATIONS NOT SHOWN D MAY Eau eATG2iaJ..^.TED FHOM Mislll^^^n a Frodrd // 2)IF THE LOADING TYPE CANNOT ���•;,.I LYId?;d;!� //i ' BE DETERMINED,USE .;0 •/(�. v j - PW RECTANGULAR LOADING. •'•��r%C I''S� 'f' —_ — - PW / PW i / _ I - 3)SEE PRODUCTS'APPROVAL FOR No.G870> I 444 ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION / PAN L OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i C� -"D•'t'` ✓1 O Il r TI •. ` LOADING OF VERTICAL LOADING OF HORIZONTAL A. MULLION MULLION LYNN�1�.,4f=Rt�.E. FL P.E.#58705 I