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Home My WebLink AboutProduct Approval (2) i M IAM I-DADE IIIAAII--DADE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF-REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADAILNISTRATION DIVISION T(786)315--2590 F(786)315-2599 ' T '.�.'f' rCEPTAi�C1�; OA wyny.ndamidade.�ov/economy PGT Industries,luc. 1070 Technology Drive North Venice,Fl.34275 Scop This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform-in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the Hieh Velocity Hurricane Zone. DESCRIPTION: Series"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled."Impact Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15; signed, sealed and by Anthony Lyrm Miller, P. E., bearing the Miami—Dade County. Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the'Miami—Dade Cood let Con rol Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless.otherwise noted herein. , RE,NEWAL of this NOA shall be considered after a renewal application has been'filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or dhange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tertnina#ion and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida,. and followed by the expiration date may be displayed in advertising .literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-110101 %M1AMI•UADE COUNTY <" S �. - "Expiration Date: Ajay 26,2016 s ' - ' Approval Date: February 12,2015 2 �r;ti Page 1 i PGT Industries,Inc. • EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted ander previous NOA No. 10-0819.05) .2.' Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25; prepared by manufacturer, dated 08/29/11 with the latest revision I dated 01/29/15, signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203794 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 thxu E-1), dated 02/28/11, and addendum letter dated 05105/11, signed and sealed by Marlin D, Brinson,P.E. (Submitted underprevious NOA No. 10-0819,05 C. CALCULATIONS 1.. Anchor--verification calculations and structural analysis, complying with FBC-2010' and with FBC 5th Edition.(2014), prepared by manufacturer, dated 01/29/15, signed , and sealed by Anthony Lynn Miller,P.E. D. QUALITY.ASSURANCE 1. Miami—Dade Department of Regplatory and Economic Reso-urces (RER). , E. MATERIAL CERTIFICATIONS 1. None. F. STATE ME 1. Statement letter of no financial interest, conformance to and complying with the FBC 5th Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Mijler,P.E. 2.• Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 0.6/06/11,signed and sealed by Anthony Lynn Miller,P.E. . 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon;P. E.,Product Control Section Supervisor. abne A Gascoh,P.E. Product Control Section Supenlsor NOA No.14-1105.01 L p4r2tim Date: May 26,2016 Approval Date: I+ebruary12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. - STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration. . Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No.'11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson;P.E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiiner. (Sitbiititterl uruler previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their"PGT Seizes Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. Jaime D..Gascon,E Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February-12,2015 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: „ NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE G °� MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE ��'•�k� 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. INs7RucrlDNs...............................1 o 0 0 ELEVATIONS..................................i FIGURE I: ^ MULL TO 2X WOOD_......................2 MULTIPLE WIDTH FOR VERTICALPAULL� NICHESTOBE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS[—OPENINGHAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLAMULL TO TI 8 MASONRY.._.........2 MULLIONS / �� SEEDETAU INSCRIBED INSIDE INSULOMAS NOTES..._......_......3 RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL To MASONRY_._..._............3A-DGAi04 LL SHEETS 2J SHAPE MULL TO STEELSTUD.._._............3 N I--- 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WtNDLOADS CORRESPONDING TO THE REQUIRED MULL To MULL................................3 �s m F DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U100.THE 1/3 STRESS INCREASE WAS NOT USED ANCHORSPECS...........................:.3 z �,r U IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. _ALTERNATATE CLIPS_..................4 O HBAY MULL INSTALLATION..............4 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 x.126 MULL SPECS................6 -j W IIHII-IIF\ \\ ) 1 X 2 X.376 MULL SPECS..............:6 INSTRUCTIONS. 1 X2.75X.376MULLSPECS......._.7 ,�g (0. 1� 1X2.7SX.65 MULLSPECS............0 •Z '--�o '0 SEE DETAILS III III 11 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT.FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND i X 3.125 X.500 MULL SPECS........9 W O (D G; / I Y / III \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER i X 4 X.126 MULL SPECS,.............10' (_- CO N SHHEETSEETS 2J A THRU 0; 1 X 4 X.375 TUBE MULL SPECS....11 A HRU PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.188 X.265 MULL SPECS12 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND AN TABLES.THE LOWEST DESIGN 4 1 XX.375 T MULL SPECS........11 = > J \ I III I ... W OPENING 1.26 X 3.25 X.100 MULL SPECS_...13 Z W j! m 2 VERT. HEIGHT G)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 3.26 X.624 MULL SPECS_...14 0% MULL FOR LENGTH ' HORIZONTAL - 2X X3.94 MULL PEC SPECS.....16 '� Z e � MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4X.26 MULL SPECS................10 SEEDETNLE, 21.26 X.26 MULL SPECS...__.S....17 BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q W SHEE73 30'X2.11XYMMULL SPECS..:.10 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30°x 3.26 BAY MULL sPECS.........18 Z 'F- Q•01 p REACTIONS. 45•X 3.26 BAY MULL SPECS......_.20 Q U Z MULLION&CLIP DIMENSIONS......21.23 F- z m A FENESTRATION REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR MONS;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2.............................24 -jo a PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LQADING EXAMPLES..............._.....26 W BE OF ANY TYPE. w W Y Y MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z U (7 / I MANSYPGTACTUREO CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH „ U ,Q 0 Q PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d Z W •W. /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. � e � I HORIZONTAL A D,G,H; LI— MULL SHEETS 2J 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL - WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. - - MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAW OR'TRIANGULAR/TRAPEZOIDAL'. PRODUCERBVISBD umaply1ngwith then lido OPENING WIDTH{ I�—HORIZ.MULL LENGTH--�( 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TAB LEP 1A THROUGH 18A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING 13uBding Code _ �I LENGTH r I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AxcpUn a7 No MULLION CAPACITY(LBS/FT)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED INlUM�1z016; l� OPENING STEP 1). py., 1, HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE 411artd odo Product Cunlro� OPENING - MULL y y FOR HEIGHT LENGTH J' Y HORtz // // / VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. - 1111 I I I f f r7 , MULL .!' J' 7� MULL LENGTH� \\\ SON NN L 8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ;\ '��, .•• •••.,.4T N IN 1. ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•'' L.IGENSF•.�!�)�i CAPACITY IS MET. OPENING WIDTH 'NG.58705. '•)i'. SINGLE MULLION SINGLE MULLION FOR VERTICAL M11ULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE _ : -- FOR VERTICAL OPENINGWIDTH u OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =Z7 _ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE t (F '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS - T p;E FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION (� '•.;�<ORIDA„•'• �� CAPACITY(LBSIM)OBTAINED FOR THE MULLION SYSTEM.THE LOWER ORTHE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION 'i S,S ••........ ... . \t�\ PRODUCT ASSEMBLY. /i�nl�IL 2``�' 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. /� I 1 A.LYNN MILLELI�;P.E. FL P.E.#58705 DETAIL A: �x� ¢ D MULLION TO 2X WOOD BUCK Muu+ IL B: A+uLuoN o MULLION ATTACHED TO 1X BUCKSTRIP4-' � TYP.ANCHOR ax OR WOOD FRAMING WOOD BUCK AND MASONRY ANDR SUBSTRATE, (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) T of NIEN SEE SEE TABLES 18-160 ! SEE NOTE 1, N i MULLION SHEET 1. C'64 g} e I MIN O - [OFFSET HER THE d i Q 1 I - 21S-2J FOR HOLE " d _i° ! I CONCRETEORCMU• EDGE .ANC �"1.t W NDMD OR e ! LOCATIONS 1 I I 4`---��-DI ETSEE TABlE9 Ul MULL o P,MANY BE EDGE o +I EDGEDlSTANCE 1B-16D aALLED BY I1 DISTANCE c' - e i ° FOR DIETARY Mo METHOD. d ° SCR FOR LVDSOD + I I a ANCHORS m •0 O 25VMSXFOR °ad ! ! SIDE VIEW m ALL MULLIONS F a d ° e e EITNEft THE d . ° e ° STANDARD OR Z (J m d a - • ° � ° a e - d OFFSET A+ULL Z �g d ° o EXTERIOR a e. cLIPMAVBE e ^ a a° a INS7ALLE0 BY �R q W' d e EDGE - TNISMETH00. •J Z S ¢Z ° d DISTANCE 4 - •Q Z `~ FOR e °a ed Z 'z MASONRY Q Q (` ./5 a THE OFFSET CLIP I3 ANCHORS a < S T I.S RECOMMENOEO FOR r� 6sC, AN °d °e FM-FRAA+ED i W1NpOW3,BUT AIRY ° '� -•I � � ALSO BE USfD FOR q of 9Y O) 1- OTHERFRAA+ETYPES. '�'W Vi e` mO sQ TYP.ANCHOR - .TYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, PERSUBSTRATE,w PER SUBSTRATE, / SEE TABLES 10168 SEE TABLES IB-168 - SEE TABLES 18.168 F/ EOGElEttD . ��'�DISTANCE BUCISSTR7P . SEE TABLES AND EMBEDMENT BUCNSTRIP i01� ATTACHMENT AND EMBEDMENT' BY OTHERS, ' _ ATTACHMENT GEE NOTE 1, • •1 BYOTHERS, ? ,.• SHEET t. SEE NOTE I, - •, SHEET 1. • ., +' - MIN 2.7 RSI CONCRETE OR CMU pRODUCP RCVISBD SIDE VIEW FRONT VIEW mcDmPiyl6gwhhtLcFlor{da Cbdo FRONT VIEW Bu7dlB3Amp1,+3wrro ErvyB,�JryD°' �a INSTALLATION N07ES: - _ 1)ANCHOR EMBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ��C PIOdBC1COtIIN. - 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION - �1 ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE L1 CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO SHE TABLES ON THE . 4;. LICEtyS� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, - ; 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. No.58705 ?Y' 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMt-DADE COUNTY APPROVED ELCOULTRACONORELCO1/A'S,S.AGGREGATOR MASONRY ANCHORS. On A. A.LY�r'Nt'Y'I4ER FL R.E.#58705"',, DETAIL E: aQ MULLION TO MULLION qg xx DETAIL C: I—.126 nuN. INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) MASONRY STRUCTURE IN MAYBE INSTALLED IN-TEE'OR-CROSS' (STANDARD CLIP SHOWN) INTERSECTYONS. 4z VARIES 2)MAYBE INSTALLED HORIZONTALLY (SHOWN)ORVERTICALLY, . 1 I TYP.ANCHOR N DITHER THE I PER SUBSTRATE. - �ry 3)SEE U•CLIP DRAWINGS,SHEETS 21-23 o LO STANDARD OR I I SEE TABLES t0-130L FOR CORRESPONDING MULLION. Z �, oFFser nwu I I TOP VIEW CLIP n1AY BE I I I MULLION O W I EDGE DISTANCE INSTALLED BY II J I FOR MASONRY � W THIS AIETHOO. I I I VARIES-i--1 J = ANCHORS I' I SELF012 S-DRILLING SCREWS, A SELF-GRILLING OR PRE-DRILL rG �on� � MULLION AND USE SMS W m CD p 5 (n (O. MULLION F-' Z M J EXTERIOR °° 4 " n _ 0 m 7 THE OFFSET CLIP IS d EDGEDISTANCE ° `` Z Z FOR MASONRY RECOAIAIENDED FOR -+ ANCHORS FIN-FRAAIEO LINTERSE.1. < WINDOWS,BUT MAY U-CUP F V Z ALSO FRAME TYPEFOR ` •'-I z OTHERFRAMETYPES. EXTERIOR H Z r V TYP.ANSTR .Q A ZQ O Z N o PERSUBSTRAo 1 _ / SEETABLES IO-138 ~ mo / TYP.ANCHOR SEE SHEETS 21-23 FOR (n 1Q-'.yyq PERSUBSTRATE, HOLE LOCATIONS .� J N o S• OUCKSTRIP N W J ANO SEE TABLES IB-178 FRONT VIEW EDGE ATTACHMENT > DISTANCE Y Y ... BV OTHERS, SEE TABLES 18.138 - U•NQ > Q..Z O' EMBEDMENT .. SHEET I. - 'fig Z (n fn EDGE G mO yQ DISTANCE ' • •• SEE TABLES SIDE VIEW _—� L�rE�' MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU IB-13B FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) " - INSTALLATION NOTES: STRUCTURE - - TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, SEE TABLES 16-130 RODUCf RBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ® u complying with the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR uldlns co CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE icaptonco Na LOCATIONS FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. � =,r•��1Y••,�Date E•��-�� •��\` MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ��/ •Ilwd nde Producl Col!", 4)WOOD BUCKS ARED PTIONAL,SEE DETAIL C,SHEET 3. I ® ' ` Illlf EDGE �� Y LY 'i G FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED DISTANCE �� SOK„...NN,1 �� SEC•TABLES ��P\�.• L•ICEN �G�'� ELCO ULTRACON OR ELC01/4'S.S.AGGREGATOR MASONRY ANCHORS. - FOR STEEL sruos THINNER THAN 16138 SF'' (�• FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING CODE,A 2X WOOD BACKER MUST USED, ATTACHMENT BY OTHERS z No.5870$ •;jY USE WOOD ANCHOR SPECS EXTERIOR SIDE VIEW NOTES: S TCO -0 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD • ANCHOR VALUES MAY BE USED. '.��1 '•F<ORIDA,.•'G��'` 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYNN MILL'`L)2,P.E. FL P.E.1158705 ' 0 ON N DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) p >4k K SEEDETAILSA-E, 30'OR 4V ^i g U SHEETS 2 AND 3 FOR INSTALLATION /'BAY MULL o TO SPECIFIC SUBSTRATES. / N MULLION m d" O O Z Ws O O u O O O O O O lU O O TOP VIEW 2 �= Co. SIDE VIEW I i wCIO U CD SHOWN WITHI•xnx.Izfi TOP VIEW I I 7 z MULLION I I .I I y- 1 I I I TYP.ANCHOR O EXTERIOR I I i I i �SEETABSSMW 7 ?g SEE TABLES MWOR 16B ZCb � s•t•Z I TYP.ANCHOR I I n B' y STANDARD MULLION CLIP I !—PERSUBSTRATE, I I EXTERIOR w o aZ MODIFIED TO FITFIELO I SEE TABLES I844B ® 1 j S] Q Z `-• �P CONDITIONS. I I I V- `— r' I I I I TXSAULLION N Z 7- 2 I I I 2 PER MULLION ENO,MUST BE j I I I I I INSTALLED INSIDE OF BAY MULL. MULLION I I CD U7 Qi oO B� I I I I I ^ I coJJJ 10 LU Y • \Q� j� 1 I 2•X6'X.126•_ F (n � yy I I 1 ANGLE CLIP, (� Z _Q 7 I I I 2 PER MULLION END, Q — 0 0 I MUST BE INSTALLED Q •Z m1n rn .. 1 1 I - INSIDE OF MULL. �-g-{ 4 O io 16 �T a Q Q I �TYP.ANCHOR '• PERSUBSTRATE, SEE TABLES IB-14B INTO WOOD. . (_f STEEL,ALUM INTO WOOD•STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. ° EXTERIOR ®\ PRODUCT IiBV BD O EpOf i H R m complyingde Bulldltla �cWWI Uu 14orl y, Ac plmrcotb INTOWODD,STEEL, O OtV�.Bt�t�YY/G7 ALUM,CMU OR MASONRY ` DGE � rnHCE \1iami ado Produce Conuol� ER . EDGE — —©—_—m JfANCHOR DISI PE(tANCHOR NOTES FOR INSTALLATION OPTION G&H: ��P�, '\,\CEN q NOTES FOR INSTALLATION OPTIONS F' 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. No.58705 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE �[ _k _ 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125•MULLION. - L.L LOCATIONS. 2)SEE TABLES 18-130 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE %�Q'•, $gTTEE�07= ��(�` '•.F<ORIDn.••' ��` 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ,�LP •..... ('j.��. A.,LYNN BILLER,P.E. FL P.E.1158705 TABLE 1A oA r Mullion Capacity Table Ibertt 5 Opening Width(forvenicalVsperr9rgmullions)orOpening Holght(for holizontely-sparinllgmulnolls) o�g a u a°'9 0 BD In 80111 '701. 60 N 901. I00In 12o In 140 N 1601.. b Raeten ler- Tie de Reclan ular V, nn. Ratan ter Tre de Rectangular Tra derg. Recta attar Troplfdan. Ralengulat Tra dan. Reclongsim Tre da Redengder Tre Bhang. Recien Im Tra de H aU P' PR n8• 9 I 0 ga PR n0• P/f 9 oa 8 oa n9• P in PR ng 1%2%.126 Loodng Loading Loodng Loa&rig Loading LoadnB Loading Looding Lowing Loading Laading Loafing Loading Loading Loafing Laadng Loading •Loafing Alum.Tube . yy�•_ & P D F. b' :�' r _ & F P b' .F�� .S t'., ;:' >�'• 'u,. Mullion 13 13 (3 g'y (i 8 3 a $4 8 d^ Is d 421. 111.9 408 129.6 332 93.2 406 116.6 325 79.0 408 107.0 321 69.9 408 104.4 319 62.1 408 104.0 319 65.9 408 104.0 310 48.6 406 104,0 319 39,9 408 104.0 319 35.0 408 101.0 319 48 N 74.9 312 83.8 268 02.4 312 73-4 262 53.5 312 67.0 248 46.8 312 63.2 246 41.6 312 01.3 244 37.6 312 81.0 244 31.2 312 61.0 244 28.8 312 81.0 241 23.{ •312 61.0 241 5 60.625 In 63.9 281 70.6 234 53.2 281 816 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31-9 281 49.3 218 26.6 281 49.3 219 220 281 49.3 219 20,0 261 49.3 219 IL o 541n 52A 241 57.5 207 43.9 247 49.6 202 W.8 247 44.8 199 32.9 247 41.6 188 29.2 247 39.4 194 26.3 247 38.4 183 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 30.1 193 p�j 60 In 38.4 200 4 L 170 32.0 200 35.4 168 27.4 200 31.5 163 21.0 200 28,9 160 21.7 to 200 27.1 169, 19.2 200 25.9 167 16.0 200 25.0 168 e. ~ J . 631n 33.1 161 35.3 155 27.6 181 30.3 152 23.7 101 20.9 149 20.7 151 24.5 146 18.4 181 22.6 144 16.6 101 21.7 143• n z b 661n 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 138 16.0 165 21.0 134 �LH T --FF 2 to 21.2 IJ9 2J.J 120 16.6 139 19.9 116 16.8 139 17.6 11B a J a o U Z 76 N Wit 125 19.7 108 16.7 126 16.8 107 J 76N 17.3 I10 15.2 1011. z = Q N p TABLE 16ANCHOR' I- In s AP.ACITY ADJUSTMENTFORMULA: Q Z o0 0 Anchor Ca acll Table(]be) ANCHOR CAP.,,,,,,,,, 8ubslrela 2.71 C000relo P3�11 liallo•NCMU FIOed CMU PT Wood Metol (DP_)X( )=ANCHOR CAP."„ (/j kAA S[ko 5118'Elco 114'33 Elco 010 Steal 812Sleel 012SteelMULLONC ., XAnchorCllpPattome AncMrtypo: 3118'EkoUiuocon 111'EkaUI98ean3716'EkoUlOecon i!4'EkoUllrOotor Ullmcon AggreGata screv(OS)screN(G5) Screw(65) USE THIS FORMULA TO OBTAIN THEANCHORL.(CAPACITY REQUIRED'CORRESPONDING TO ANEdpo gslanoo 9nk 1' 2-12' 1' 2-IR'- 1' 2.12' .I' 2 ' 3118' 2' OA8' 0.64' 0.32d' U x Q 0EmbedmentMk 1314' 1.314' 1.314• 1314• 1.114• 1-114• 1-114' 1114' 1.114' z• 1310• 1319• Cedes ACTUAL PRESSURE REQUIREMENT FOR THE Q O 2A.hom®4.75-Min.O.C.I Standard or Offset Clip(Fig.1): 3901bs 3901be 450 too 69016& 270 lbs 260lbo 354 lb& 7to. 604 lbs 946 ms 341lbsOPENING,WHEN IT IS LOWERTHAN THE MULLION ao� Z � 04 AnclaB @ 1.15'MN.O.C.I Standard(or OOset)C6p(Fig.2): 48016, 700Il wA WA NIA 350lb, wA A Wn wA 662Ibs eas tes l lzo roa CAPACITY(FROM THE TABLE)OF THE SELECTEDao m4Metarn®3'MinO.G 712)2e5Aneb Clips!(Fq.3): leo lOa TBD IDs 880IDs 156016, 54Dros 58016, WA 716, oholbs109216, 68216, B851bs 1120 ros MULLION.IT WILLYIELD AMINIMUM ANCHOR2 Anctron 16.46'h1N,O.C./UUlp,Into.125'Atum.(Fig.4k WA WA WA WA WA WA WA A WA WA NIA NIA 716 th, CAPACITY WHICH MAYBE USED TO QUALIFY F pffq196195lbs 225lbs 44516, 822 lb, 135 lbs .14l)lbs In ros 3iba 33216, a31bs noibs 2z1lbs leo i6, ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchare C 1.15'MN.O.Cl F17Ip IFq.07• 24016, 35016, WA WA WA WA 10016& WA WA WA WA WA 311 Iba 4421bo 5&016& 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: I'1(ODUCI'RLVISBD • • • . m cm0(t1013 tsilh tb,Florida '. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building OD41 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000' f+ AmpO91ro P10 I "01 Vit(. ION - • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .' . 9 - - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. - Miami Uadc Prnducl Conurol�'� FIGURE 3: . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I 12 J `\`�'`�`ON •• I •�7/(4✓,// ' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L tl�.•' L.ICENS�c•.,i�,)y� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED - FIGURE4: FIGURE 5: FIGURED: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.126" No.SHA58705 •'7{ THICK.STEEL STUDS 70 BE A MINIMUM GRADE 33 AND. THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.125'MULLION LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 7HRFJ40S BEYOND _-D C(- 2+��_�j,•-„_,__ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE SYEEL,18-6 S.S.OR 410 S.S. =7J .Z��(S Cr F 4i; ��T•'., ATE "4 0 Ff 10 PI '/.;s/ONAL C��G A.LYNtiII�AILL�R.P.E. FL P.E.#58705 TABLE 2A n�v MngtonCa aci 7abto tbsNtz »"�� z' Opening Widih(for wrticalfy3parrYrgmillons)orOpeningHeight(for hodzonialtysparclrgmullions) 601. so in 701n Col. 90 to , loo In 120 to 140 N i601n Y�.t4 Rectangular 7rnplydarg. Roclengt4w TraFflrlang. Rectangular TraptTdarg. Rectangular TmpRderg. Rectmaolar TraA'Trfone fiamngt4ar 7rap7niarg. Rectangular TreptTda9-, Reciereolnr TrnpTdang. Reofargulot Trapmlang. 1 x 2x,376 Loading loading loading Lowing Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loaning Loading Loading p'2 U Alumull m.TubeLO iflTj9i1!51 ii666�1 II 11 5 T-11 IIIA z ra 421. 170.0 620 170.0 435 161,3 002 170.0 478 129.7 662 170.0 508 113.6 062 169.6 618 100.9 662 168.9 517 00.8. get 108.9 617 75.7 662 168.9 517 64,9 602 168,9 517 60.7 88'1 168.8 517 d , 48M 121.8 607 43$0 ki9 tat.4 607 tiR2 4t0 88.0 b6T 108.7 403 78.0 507 19L0 309 876 507 09.8 397 6A.8 507 99.0 306 60.7 607 89.0 398 43.4 607 99.0 39d 38.0 607 99.0 390 �i w 60,6261n tOJ.7 E614-0 379 89,4 468 98.9 371 74.1 458 00.6 364 848 456 04.8 360 67.6 450 SL3 $57 61.8 '458 80.0 358 43.2 458 80.0 356 37.0 450 00.0 359 324 456 80.0 358 �'n U7 o 04In 85.4 400 83.3 338 71.2 400 80,9 328 81.0 400 727 322 53.4 400 67.3 316 47,5 400 64.0 315 A27 400 623 314 35.6 400 61.6 313 30.5 400 81.8 3t7 28.7 A00 81.0 313 m O 0 60 to 623 324 68.9 276 -TI-a 324 67.5 270 445 32A 61.2 NA 38,9 324 d8.9 280 34.8 324 d3.8 257 31.1 324 420 265 26.0 324 40.5 253 22.2 324 405 253 19.6 324 d1.5 253 in 631n 6J.e 294 67.4 2b2 44,0 294 49.2 246 30.4 291 438 241 3J.8 294 3&q 237 79.9 294 37.1 234 28.0 204 35.2 232 224 294 33.5 230 19.2 294 33.4 230 10.8 294 33.4 230 2 J 00 to 4&0 2be 49.0 ZJO '39,0 268 424 225 33.4 2b8 37.6 221 29.2 268 34.1 210 260 266 3L6 215 23.4 268 29.8 212 18.5 268 28.0 210 16,7 268 27.7 209 14.6 268 27.7 209 s'•. Z CDS ro 721n 3&0 215 37.8 188 30.0 725 322 79t 25,7 2. 28,4 788 226 225 25.8 185 201 225 23.5 102 Ito 225 2Z1 160 16.0 225 20.3 177' 120 226 19.8 176 11.3 226 19.6 176 w rain 30.0 202 32.0 177 25,b 201 27.2 173 21.a 202 23.9 170 19.2 202 21.5 "17.010.7 165 15.3 202 18.4 103 12.8 202 19.7 160 10,9 '202 15.8 158 0.8 202 15.8 158 , J 0- 7T3 mZ 78 to 2&3 192 29.8 168 ,8 782 25,1 165 20.2 192 2Z0 762 17.7 192 19.7 1&M1 157 74.2 192 16.8 i55 11.8 792 162 152 10.1 182 14.4 160 8.8 192 td.2 750 <( 801n 18.5. 144 19.q 128 14A 144 16.7 126 z d N o 98 M 16.2 127 1-51 113 ^ o 0 ,R'a Z _ a LE 2B to co� ANCHOR CAPACITY AOJUSTME FORMULA: p} Anchor Ca act Table lbs ANCHORCAP. w X Substrate: T.71c Cancrele 3.5x Cana. Notlar Ct4U FBed CetU PT Wood Mefat (DP_) )=ANCHOR CAP.v, - 0= Ly 5110•Eko MULLION CAP.,,a,,,,,, Anchor Clip Palisade Arx7arType: J776'E[eo Uliraeon 1/4•Eka llBrecar 3t+6'£ko U3recon f74'Etco tJtirecan V4'SS EIeo&}8'Eko 1!4'SS Eko g1091eCi X12 Slccl N1281ed y� P Let- ABOmGaiw Lnnacou AW.Galor Scrav(G5}screwiGSS sorovriGS} USE THIS FORMULA TOOBTAtN7HE'ANGHOR Edea INslance(MY r 2-1n• t• z-ur 3-1/8• r zan• r z•1n• 2• 3-ue• 2• 0.49' q.54• oaz4• CAPACITY REQUIRED"CORRESPONDING TO AN d r Z Q Embedment PaT 1-314• 1.314• 1.314' tato' 2' t•tf4' 1-114' t•it4• 1.174' t-V4' 1-114' 21 1379' taw tales ACTUAL PRESSURE REQUIREMENT FOR THE u E o 4.0 2AnCMra®4.7b'MN.O,C.f Slsndardw off.qIp IFID.1T. 390 lb9 390 to, 4Wtos 8901o$ 184418! Viifbs 280 no 354 lbs 740lbs 374 lbs fill rw aio ibs Jit ma 4A21bs 56a lbs OPENING,WHEN IT IS LOWER THAN THE MULLION a; 4 AnCtars Q l.iS'Mtn.QC.t Standard tw OOSet} Up tFlg,2X 480165 700 tba WA WA NIA WA 380 lot NTA NIA WA WA WA 612 @S 685 on 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED ri�z� 4 Anchors®0' min. /(2)2a5ArgW at, /1F10.3): 780165 leo los 659 ms 16W lbs M1o9e fns ao lbs 560 roe wn -760 Ito 748 lb, See ins 1892 Ito 632144 065 lbs 11201bs MULLION,IT WILL YIELD A MINIMUM ANCHOR 2 A+khon in- DAY Attn.O.G.I ULtip,Into AW ANm.(Ftg.4k WA WA WA WA NfA ND WA WA NIA WA JVA WA NIA NTA 711itos CAPACITY WHICH MAY BE USED 70 QUALIFY 1 Anchor!F•C71p(Fig,6k i9510a 19516a '225144 4451ba 822155 +35 bs 140 ins t771bS 3T0Ibe 187 IDs J72 @5 473Ibo vo lbs xx+lna leg los ADDITIONAL ANCHOR OPTIONS FROM THE ' 2Ancbora Q 1.15'AStn.C.C1 F•COp(Fig,8]: 240103 354 US NfA WA WA WA 1901na NIA N/A NtA WA WA 341 It, a421IIs 580lbs ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: 7 �FIGURE 2• - TABLE NOTES: .. PaaReO4DUCTgRtthhdBiFlorida Bugdina(kxlc yy��• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ao VpI1nwNo SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.OJT * FIGURE 3, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - 410mt a a Pr uc1 COnlrol =1 � - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2 ......... L i i i t 1 f/ (* • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .LYNN rr ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `�� pNY........47l( rir ANGLE CLIP MUST BE USED IN PAIRS. �a��.'•�,tGENS�C''•IF,p r •' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375' FIGURE A: FIGURE5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED L -T No.•50705 .•�'� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' _ n • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.376'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW T14READS BEYOND - �__�� THE MATERIAL.810&1112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. •'� s tQ/-- VAT E. A.LYNN M11:R',P.E. FL RES 58705 r ._ TABLE 3A Ary ^ Mullion Capacity Tabic(lbsiR6) Opening Width(forwNcaly-spanNrg mUllons)or Opening Height(tor h0d2onlaiy-spanxing mUlions) 601n 00 In 701n Bo In 901n 100 in 12010 14010 18010 r�`$ o Redengular Trap/MenD. Reclengulor TrapRd.oir Rectangular Trep/Tdont. Rectongal Trep7Tdong. Watertoulor In."ang. Real or Trap7Tdeng. Rectangular Tropre ang., Radangd.r TmPfTdang. Realengular Tml,Ml.ng. 5 N -1x2.76x ao LoednD Loedng LoOdnB - Loading Loafing Loafing Loafing Loafing Loading Loadng Loadn9 Loafing -Loafing loafing LoadnB Loadnp Loafing L08d.D oZ z u 3 T blem a .: fig• .. ,. d� a .. to b Mullion [170... 6 fi �• 5� U)42 in 170,0 020 170.0 435 170.0 744 170.0 476 866 170.0 608 170.0 992 170.0 Big 170.0 1110 170.0 521 170.0 1240 170.0 621 148.7 1.301 170.0 521 121.8 1.301 170.0 621 111.6 1301 170.0 621OW49In 170.0 708 170.0 524 170.0 650 170.0 684_ 992 170.0 830 170.0 11zs 170.0 661 161.8 1139 170,0 877 438.0 1139 170.0 880 113.8 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 j 2 o co 60.625 In 170.0 -747 170.0 563 170,0 896 170.0 831 167.6 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 639 1032 170.0 756 73.4 1032 170.0 768 •--/$w C3 0 641n 170.0 '797 170.0 612 161.3 907 170.0 691 130.2 807 164.7 730 1209 907 162.6 720 107.6 907 145.0 714 96.6 007 141.1 710 60.6 907 140.0 709 69.1 907 140,0 709 60.6 907 140.0 709 ? M 601n 141.1 735 161.6 625 117.6 735 130.3 611 100.0 735 118.0 699 68.2 735 106.2 690 78.4 735 99.6 583 70.6 735 85.1 676 68.8 735 81.0 674 60.4 7J5 9L0 674 44.1 735 91.6 fi74 6310 121.9 666 130.0 5T0 101.6 6617 111.6 657 07,0 668 96.8 647 76.2 668 9D.7 538 81.7 868 03.9 531 60,9 666 79.0 626 50.8 668 76.8 521 43.6 660 75.6 521 36.1 666 76.6 521 2 6610 108.0 6D7 112.4 522 88.3 607 86.1 511 76,7 607 65.0 $01 68.2 607 77.1 493 58.0 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 470 37.9 607 62.7 474 33.1 607 62.7 474 Z.0. 721n 61.6 510 85.8 443 68.0 010 73.0 434 85.3 510 64.3 428 51.0 510 -57.9 419 48.4 510 53.3 413 40.8 $10 50.0 400 34.0 510 45.9 402 29.2 510 44.4 398 25.5 510 44.3 399 76 In J..26 2.5 400 57.8 458 61.7 392 49.6 458 54.1 385 43.4 453 4B.6 378 30.6 458 44.6 373 34.7 458 41.6 368 26.9 458 37.7 382 24.8 458 36.0 359 21.7 458 35.7 358 J J O rcZ 78M 7.0 361 63.5 435 66.0 373 45.9 435 49.8 360 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 28.6 435 34.4 344 22.9 435 32.6 341 20.1 435 32.2 340 r 9010- 43.1 280 34.5 327 36.4 285 28.8 J27 31.8 20D 28.1 327 26.3 276 27.2 327 25.7 271.. 20.0 327 23.7 266 17.4 327 21.0 262 14.9 327 19.3 258 ' n Z ..go in 35.4 257 28.7 287 29.9 252 24.8 287 28.0 211 21.6 207 23.1 244 19.1 267 20.9 240 17.2 287 19.3 237 14.4 287 16.0 232 M flo.01061. 24.7 285 2D.2' 227 209 201 17,3 227 18,0 198 15.1 227 18.0 195 (1) xWu) 111In 22.7 184 10.6 215 18.1 181 15.8 215 18.8 pj 1201. 7 167 O O TABLE 3B - - - ANCHOR CAPACITY ADJUSTMENT FORMULA: d=r Z W rq Anchor Oa aol Table lbs DP.< ANCHOR CAPP..,.-,,,-), _ANCHOR CAP.,p, SUMlrele: 2.7kConciele 3.5kCane. Hollow CMU Filled(A PTWOW ,Melal ( )X . 5716'Eke 114.86 Eko 5718•Eloo 174•SS Eko 810 Steel N123leel 912 Sleet MULLION CA ,,, Anchor Cllp Patterns Anther Type' 3110EIco Uilracon 1/4'Elan UiBecan 3/16'Eleo Ultracon 114•Eke UlBacan Ulirocon ADgmGalo, Ullmcon A93re0alor Scrow(G5)Bcarn(G5) snow(G5) USE THIS FORMULA TO OBTAIN T9iE"ANCHOR Edge Dislence(iny P 2.11T r z-172• 3.06• r 2-112* 1• 2-112. 2• 341e• 2' -0.48* 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(io): I.3l1' t-374' 1.314' 1-314' T 1-114' 1-114' 1.1/4' 1-114' 1.114• 1-114' 2• 1.310' rale' wiles ACT UAL PRESSURE REQUIREMENT FOR THE 2Anchars 4g4.75'MIn.O.C./SterWardorOffset Cllp(Flg.tt 390IM 39010.3 4501bs BDOlbs 10441. -270 lb: 280 roe 354 ft 7401bs 3741M 684 Ibs 9481bs, 341 to. 442 Me 660109 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctere®1.16'Min.O.C.I Standard(at Offset)Clip(Fig.2): 4801bs 700lbs WA WA WA WA 3801bs NIA WA NIA NIA WA 682 lb, 865tH 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arwlwa Q3'Min.O.C.1(2)245 Angle Crips I(Flg.3): 780lbs 760lbs 680 lbs 15601trs 1896 IM 540 In, 56D lbs WA 7801bs 748Ibs 880Ibs 1892lbs 682lbs 8B51bs nzo lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR - 2 Anchors M 0.45'Alin.O.C.IU alp,Into.12V Alum.(Fig.4): WA WA WA WA WA MA WA WA WA WA NIA WA WA NIA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor1 F-Clip(Fig.5): 195.3 195!be 225 rot 4451bs 0221bs 13516s 140Ibs 177 1b, 3701bs 1871bs 332 lb, 4731bs 170 too 22T16s 280lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchom 41 Lis'hila.O.CJ F-Ulp(Fig.B): 24D Ibs 3501b9 WA NIA WA N/A 1901bs WA WA NIA WA WA 341 16s 4421hs 580Iba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND AN VALUES AS THE STANDARD CLIP. - RODUGT RHVISBD , CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u colnplying Hdth the Florida Dub tick it �•4,r..�., cccp D7nOgNo-.L CJS r✓,.L FIGURE 1: - FIGURE 2: -. 0n Date TABLE NOTES: _ - ---I 1.000' �--' ' • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. diarW ado Product CenUol SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11.1 I I I 1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - `\�� FIGURE 3: ��.•' 1Cf:NS (� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 it FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED a.375. '-,0 ' ,'_/ aCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ' IIs W FIGURE 4: FIGURE 6: - FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG.OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' I :Off'.• S'ATE OF V�/\ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1'X 2.75'X.375'MULLION ;SCS FCORIO�' \C9 ® LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.910&912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR410 S.S. F � A.LYNNIMILLEf�'P�".E FL P.E.9 58705 TABLE 4A ° aA Mullen Capacity Table Ibsifl n d Opening Width(fGrvertJcaIVspanning millions)or Opening Height(forhod olVsparfira millions) ZV.o W SOI. 60 In 701. 80 In 801. 1001n . 1201n 1401n 1801. �' O I;e : 1X2.76% Raclongulw Trap/ida.g• Raclon9Wor Tmp/lrlang. ReOangrler TeplTdena' Reclangolar TiapMlang. Rcelongulm Trep/TdmV.. LN TrepRdang. Roclangllw TreplTdanO• Raclangular Treplldang. Reclen9ulor TrepRdang. n 2� w Loading Loading Loafing Loafing Loafing Loadng Loading Loadng Loading Londrq Loadng Loafing Loading Loafing Loafing Loafing Loafing Loafing of Z v .66D Alum. 8' y- p F F D F F F L• F x L• Z• F L• F Tubb a,. � o,. 'a •rd •rd� � �.. •� •u,. �., �a a.. � a., �,. �� •fid,. a,. � 3 In M lion ul � o 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 660 170.0 508 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 168.7 1820 170,0 521 138.6 1820 170.0 $21 J 111 46 N 170.0 700 170.0 524 110.0 050 170.0 664 170.0 802 170.0 070 170.0 1157 170.0 801 170.0 1275 170.0 877 170.0 1417 170.0 B60 141.7 1417 170.0 880 121.5 1417 170.0 860 100.3 1417 170.0 680 n w 50.625 In 170.0 747 170.0 583 170.0 606 170.0 831 170.0 1046 170.0 684 170.0 1105 170.0 723 162.8 1280 170.0 747 148.3 1288 170.0 758 121.8 1288 170.0 758 104.5 1286 170.0 758 81.4 1288 170.0 750 LU p O 641n 170.0 787 170.0 012 170.0 956 170.0 691 170.0 1116 170A 754 150.7 1130 170.0 B03 133.9 1130 170.0 617 120.6 1130 170.0 658 100.5 1130 170.0 801 60.1 1130 170,0 861 75.3 1130 170.0 801 601n 110.0 885 170.0 701 146.5 916 162.3 761 125.5 015 144.5 748 109.9 915 132.3 735 01.0 915 123.9 720 87.9 016 116.5 720 73.2 915 114.4 715 62.8 015 114A 715 54.0 015 114,4 715 h J � J $ 631n 151.5 830 101.8 710 120.5 870 135.9 694 108.5 830 123.2 681 94.9 630 112.2 070 114,4 830 104.0 002 75.9 070 98.4 650 T32 D4.5 649 54.2 870 94.1 649 47.1 630 94.1 649 Z W m La ee In 132.1 767 140.0 550 110.0 757 118.8 836 91,5 757 105.0 824 92.5 767 90.1 814 73.4 757 09.1 BOB 88.0 761 84.2 600 70.0 693 47.2 767 78.2 591 41.3 767 78.2 591 C j 72 In 101.7 638 100.8 552 84.8 838 91.0 540 72.7 638 [7] 530 83.6 638 72.2 521 68.5 636 60.6 514 50.9 630 02.3 508 57.2 WO 38.7 038 65.5 487 31.6 638 55.2 4B7 J JO O ZZ 78N 86.5 571 00.4 498 72.1, 571 76.8 468 8, 571 470 54.1 571 60.6 471 48.0 571 55.5 484 43.2 571 51.8 459 47.0 451 30.9 571 44.8 447 27.0 571 44.5 448 Q O r 78N 80.0 542 63.4 474 68.7 542 70.8 465 57.1 542 456 50.0 542 55.7 449 44.4 542 •51.0 442 40.0 542 47.5 437 42.9 429 28.6 542 40.0 425 25.0 542 40.1 423 _ Q N o 90N 52.1 407 63.7 381 43.4 407 45,4 355 J7.2 407 31B 32.6 407 35.3 347 26.9 407 72.1 376 28.0 407 20F24.0 8 354 20.1 127 18.8 407 24.1 322 10.3 407 23.0 31B Z s co OB In 42,0 568 41.1 320 55.6 358 37.2 314 30.7 S50 309 28.0 SSB 20.8 304 25.8 368 20.1 390 21.5 556 206 17.0 358 21.0 260 15.7 358 18.2 264 XW r01081. 30.1 283 30.0 255 25.1 281 25,0 251 21.5 207 247 18.8 205 19.9 244 18.7 283 10.0 240 15.1 287 237 a, rl 111 In 27.8 287 28.7 242 2J.1 287 27.8 23B 10.6 1B7 . 235 17.3 267 183 231 16.4 267 10.5 228 N 3 U X Q :� S 1201. 22.0 220 22.3 209 18.3 228 18.8 205 15.7 229 10.2 202 z TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: _ -m O ro0 Anchor Capacity Table([be) ANCHOR CAP.,,,,,,,,, u` £ •-Q' 9uDSIre1C. 2.7kCarcrels 3.5kcom. HOIIaxCA1U 1'llledCAlU PT Wood Metal (DP„e)X( >=ANCHOR CAP.,,, Ni6'Eko 1/4'BSEko 5116'Elco 114-SSEko 91081881 81281ed 0291ee1 MULLIONCAP.,,a,,,,, s Anchor Cop Patterns Anchwrypc 3118*Elco Ulhacan 114'Eko Ulbacm Ulbec. 3116'Eko ul6ewn 114•Eko Ulbscm ApOmcakr Ullrecon AggrEGslw screw(as)scram(GS) straw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR e n Ed9a gslanco On): 1' 2-la' V 2-1a' 3.118• 1• 2-1121' 1' 2-1W 2' 3-118• 2' 0.48• 0.54• oa24- CAPACITY REQUIRED'CORRESPONDING TO AN Embadnml n 4-3l4' WI4' 1-311' tarn• 2' 1-114' 1-114' 1.114• MW 1.114• 1414' 2- 1-316• 1-318' woes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anahors@4.75'MN.O.C./SlsMardw06cs1 qlp(Fig.q: 3901b9 390108 4501ba 690IDs 1814 ros 2/01b9 zee los 3541bs 740Ibs 3741os F332ft 9401M 7411bs 4421M lino lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohws @ 1.IS'MIA.O.0 I Star dard(orO0se1)Clip(Fig.2): 480 ros 700 IN NIA WA WA WA 300 IN WA tan WA WA OB21bs 8851 1120 IN CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anorms@3•h9o.O,C./R)2s5 Angle Caps I(Flg.]p Te010s 780IN 660100 1560lbs 1898 ros 5401bs 5801bs WA 760 ros 7481bs 1692 IN 8821bs eases .11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR . 2 Anchors @ 0.4i Min.O.C,W-alp,NIo A25-Alum.(Fq.d} WA WA WA WA WA WA NIA WA WA WA WA WA - 715 ros CAPACITY WHICH MAY BE USED TO QUALIFY . 1 Anchw/F4 1i (F1g.51 195 ros 195 IN 2251bs 44510.@ 822100 1351bs 1401W 177Ibs 370 roe 1871bs 47310@ 170 ros 221 Ibs 2BOIbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchore@ 1.15'hlln.O.CJ FCep(Fig'6): 240 ros 350 IN WA WA WA WA 190- WA WA WA WA 311 Ibs 4421W 6601bs ANCHOR CAPACITY TABLE. RODUCf RHVISfiD NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 4 cc no with Ilac Florida luilding Cock �^1 crept on NO at�v.�a FIGURE 1: FIGURE 2: TABLE NOTES: --I 1.000' '-- � on c 1)SEE SHEET 1,FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r Maori ado Moducl Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\1111111.117/7�' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: : .•'�,10ENSF '•.,p 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Q. • • , • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 )C,: ••,711. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.' _ ANGLE CLIP MUST RE USED IN PAIRS. -FILLED4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT 650' •y'; / i•? `= CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ((yZ`1!i j 71j FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' (� STATE 0) �✓ • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'TFIICK(18GAUGE)..STRUCTURAL STEEL TOBEAT ' -••,•A4pR(pP,.•' ® _ .' LEAST.125'THICK AND 136,ALL ANCHORS INTO METAL SHALL EXTEND LEAST 3 SCREW THREADS BEYOND 'f'X 2.75'X.650*MULLION •SSS G e � THE MATERIAL.070&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S..OR 410 S.S. r/7j 11111111111\ A.LYNN MILLER,PE. FL P.E.S 58705 TABLE 5A N it' Mullion Capitally Tabic IbsJtta - OponingWidth(forwNcbly-sparfnlrg mtlllorls)orOponing HDight(for hodwninksparrltg mUllons) 59 to 6010 701. 80 is 901n 100In 120In 140(n 1S8 in O Redangater RaPR4ang. Radantluiar TraplTdeng. Rsdangular Trap"1'dang. Reds d .* taadng Loodn g 9 0 rigdar 7mplfdang. Redsnp0a TraplTdeng. Rselanpidar TrapKdan9. Reotangukv TreiVTrtang. RodargWar Trap?dang. Rsotsngular Trapl7aeng, u: ,� 1"x3,125"% 0 Looting Loadn Laadn Load Loadn Looting Loading Loading Loading Loading Loadrg Loadng Loadog Loadag Loading Looting of .Tuba um a a .z. 2r Tat a.. •a .. •1 x z, 2a a x r - a Tuba Mull � •fb 6 A tv ' �c >s b. arc ti`s a dat f,010 �'� ``{ �� d 2 a a d13 rc E'c rc « s' rc f� dz Z� O Urr1 1 421. 170.0 820 170.0 435 175.0 744 170.0 478 170.0 868 170.0 500 170.0 982 7709 519 170.0 1116 170.0 621 [U9.5 1244 170.0 521 170,0 148$ 170.0 521 170.0 1735 170.0 521 150.4 1802 170.0 521 'W' 48 In 170,0 708 170.0 524 170,0 850 170.0 581 170.0 992 170.0 630 170.0 1133 170,0 001 170.0 1276 170.0 077 1417 170.0 060 157.7 1577 170.0 680 136.1 1577 1709 080 HU 1577 170.0 880 � S N SO.GtS in 470.0 747 170.0 583 170.0 890 1749 631 179.0 5048 1709 684 570.0 1195 170.0 723 170.0 1345 174.0 747 1494 170.0 756 141.7 1495 170.0 758 1215 1495 170.0 756 108.3 1495 170.0 766 ^?V-o' - I 170,p 787 170.0 112 170,0 958 170.0 091 170.0 Me 170.0 764 170.0 1275 170.0 8D3 160.1 1401 170.0 837 1401 110.0 B50 7249 1401 170.0 801 RICA 1401 170.0 801 93.4 1401 170.0 881 m O }- M 80 to 17P.0 883 170.0 701 170.0 1083 170.0 707 158.5 1150 170.0 676 138.7 1150 107.4 928 123.3 11611 156.5 817 1168 1(9.7 @10 02.5 1158 144.5 BOJ 70,3 ff66 144.6 903 09.4 1756 144.5 601 F cU J770.0 830 ilOA 745 158.8 1049 170.11 850 137.0 1449 155.5 We 119,8 J040 t4tT 8{0 1065 f949 132.0 830 tO49 125.6 828 Me 1449 719,3 820 68,5 1049 1fe.0 819 59,9 1049 1189 619 � U?.601n 188,6 055 170.0 789 130,0 DS5 151.3 804 1191 955 1337 188 7042 855 1214 776 82.8 955 112.8 765 . 055 100.4 767 BB.6 g5S 99.8 749 69.8 055 98.7 Tde 62.1 955 88.7 740 ? W C 2 j 72 in 128.5 84J 134.8 897 107.0 003 114.8 882 01.8 803 10i.1 870 80.3 803 91.2 059 71d 803 83,9 649 84.2 807. 76.8 842 53,5 803 72.2 632 45,8 803 69.6 528 40,7 BD7 65.7 027 i�J3 �stU J J° ) aZ 781. 100,2 721 tf4.1 62@ 81.0 l2f 87.0 818 78.p 721 85.1 695 58.J 72! 70.5 595 80.7 721 70.1 S80 54.6 721 65.4 579 45.6 721 6&4 689 39.0 721 58.6 684 34,1 721 50.1 583 Q j 781. 101.0 684 105,4 598 84.2 884 88.4 687 722 884 78A 576 83.1 684 70.4 $61 50.1 684 64.4 658 $0.5 684 59.9 551 41.1 604 54,1 541 ,39.1 684 $1.3 SW 31.8 084 50.6 $34 Z 901n 85,8 614 67.0 458 64.9 614 673 448 47.0 574 60.0 440 41.1 SH 44,8 433 38,5 514 40.5 427 32.9 SM 37.3 42f 27.4 514 33.0 4f2 `23.6 514 30.4 400 20.8 614 29.0 403, Q 171 Z 00 oro 96(n 54.2 452 65.7 404 45.2 452 <7A 3� 38.7 4S2 44.0 390 '33.0 452 3IIA 384 30,1 452 32.9 378 27.1 452 30.3 373 22.6 452 28.8 385 d9,4k46224.2 359, 18.0 452 22.8 355 .x 1081n 38.1 357 38.9 322 31.1 357 32.7 317 272 357 28.4 312 23.8 357 25.2 708 21.1 357 22.7 303 19.0 357 20.8 209 15.@ 357 10.0 203 287 11.0 357 15.0 283 W33835.8 306 29.2 338 36.1 301 250 338 28.1 288 21.0 336 23,1 202 195 338 20.6 288 17.5 338 190 284 14.6 336 16.5 276 273 Me 33813.6!2010 27.7 289 282 263 23.1 289 ZJ7 259 IBA 289 20.5 2S8 17.3 289 18,1 2S2 15.4 289 16.3 249 13.0 288 14.9 208 11.8 289 12.8 240 238 8.7 289 f0.4 2J2 .Q 2x Q TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: a�r Anchor capIt Tabletbs - @ -• �� Sutenate. 2.7%Corerue 3.11 Calc. Iltllow a,w Me CldU PT7Veod I old (DP,,,)X/ANCHOR CAP.,g,,,,,,,\_ANCHOR CAP.,,, N:s Eito ""I'SEko&Is*Etco 114*SS Me gi9Stec4 012Sfeel 012 Steel AnehorCllpPallem0 Anchor Typo. 3'16'Emo Ullmon 1141 Elco Ubmcon unracon 3'76'Elco Woman 1/4'Ek000mcon Aggrcti[4or uamcm AggleGofor Screw(G5)Strove 076) Strew(W) USE THIS FORMULA TO OBTAIN THE*ANCHOR Eog9 asiarc00r0 r 2-ur t• 2-u2' aim' r 2-trz' t- 2-1/r r alre• r 0.48• 0.64• o.axs CAPACITY REQUIRED'CORRESPONDING TORN EmOednml n 1814" 18'4' 7,9/0• 1-3'4• 2' 1.114' 1.114• 1-114• 1.114• 1.114' 1.114' 2' 1-318' 18'8• Vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancbxs @4.76•hga Q.C.7 Siardalda1715et C9p(Fig,SJ 3£4 rox 390 lar d!B IDs WVAI 270@s 20)110; 351 IDs 700 Its 374 ros 860 1� 976IDs 347IGs 442SW E60 a6 OPENING,WHEN IT IS LOWER THAN THE MULLION _ 4Aahors®1.95•IdleC.C./Sloo sf(ao18el)clip(rig2)' d�lbs Too lbs N/A nrn 384 tar nrn rvA wA tun IVA 6azros e65lba neo Its CAPACITY(FROM THE TABLE)OF THE SELECTED 4ABGtpis®3•A7m.O.C.i 12)2r6Atgls C9ps11Flg.31: 780IDs Teo f04- 680 Ws 540grs 560 its !uA T601bD Toa tbs 803 its 1892 RIs e6210s 885159 1120Us MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AnCtlam&,Q9.45•L110.O,C./1JC5P,into.125'Nam.(F)It 4y IIrA IIIA MIA NIA IVA 171.0 IIIA II/A .IUA IUA H/n IUA -1073109 CAPACITY WHICH MAY BE USED TO QUALIFY tnnctnrJ FClip g.5} 195109 1931te 225lbs 135109 10 tar 177 lbs 370 far 167ros 332151 473 ft 170159 2211th 260116 ADDITIONAL ANCHOR OPTIONS FROM THE OFFS ®1.75'R Irk O.C1F-00 g 247104 3M Iar 11rA NIA 103IDS IIIA ILIA NIA NIA WA 347 @e 4d21D1 160185 ANCHOR CAPACITY TABLE. t NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, - RODU4'TR73,VISED complying 1YlO1 the Plor(dd I^1.0001-1 u6ding ODBC `. FIGURE is - FIGURE 2; _ c04pt1mco"a TABLE NOTES: Acceptonco o r • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - - - t- ad�Produce Contra! - � 11111 illtty ' FIGURE 3• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$AND/OR OPENING WID THS IS ALLOWABLE, 3125' ```��QN,••:••N•ny7``iy�'% - - _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. - .`�eti•.• �7GENSF fip HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �}t No.58705 •Tk ANGLE CLIP MUST BE USED IN PAIRS. L O ,540•. - -1•.••• 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED U, FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.'ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125 - C STATE OF Com` • - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND-045'THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT I'X 3.125'X,5'MULLION %�� '•., (1-VFMULLION) COR1Di`.•'' \ LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND :r�s� •....... N9.` tM Q THE MATERIAL.#10&0112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. //`JS/ONAk_ A.1-YuiS'MI4Lt}t,'P.E. . FL P.E,#58705 TABLE 6A m h x ,e Mulllon.Ce ach7R2y Table(lbs � 7Sc Opening Wldlh(for vorticaly-spenting mUllons)or Opening Height(for horizontely-spenring mUllons) gu�7k� a 60in 601n 701. 801n 001n login 1201n 14 In 1601n Rml.nou Trop'frlan0. Rectongular Tiep'Tdang. Rectangular. TrapRdong.. RoofonBafar TmIVTdang. it.langular Trep'Tllong. IlWangular T,ap'Tdong. Reolangger TrepRdma. Raclenoaler TraNTria". Rectsngular Trap7Tdang. io 1 X 4%.126 Loading Loading Loading Loading Loading Loading Loading Loading Loading loadirg Loafing Loading Loadhg Loading Loading Loading Loading Loadng z U Alum.Tuba f �7.. ,. F .. ., d'F Mullion s � � � � � 8 � � �� ' , a ' � h� �- �� o s � s s € s� e• s s� s� >:� .s� s� s�' s a� ,� � H a1 1 � O 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 992 170.0 510 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1408 V0.01 621 145.6 1409 1 170.01 521 127.6 1489 170.0 621 J LU 491n 170.0 708 170.0 524 170.0 850 170.0 684 170.0 082 170.0 030 170.0 1133 170.0 661 170.0 1276 170.0 077 150.3 1303 '170.0 600 130.3 1303 170.0 680 111.7 1303 170.0 1 680 07.7 1303 170.0 680 2 - !L $0.025 In 170.0 747 170.0 563 170.0 096 170.0 631 170.0 1048 170.0 634 170.0 1186 170.0 723 160.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 758 87.8 1235 170.0 756 e W 'O o 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1168 170.0 803 137.2 1158 170.0 631 123.5 1158 170.0 850• 102.9 1158 170.0 861 68.2 1158 170.0 861 77.2 1153 170.0 -e61 m 0 O m 601n 170.0 085 170.0 701 166.7 1042 170.0 727 142.9 1042 161.1 832 125.1 1042 148.7 815 111.2 1042 130.6 801 100.0 1012 130.2 791 53.4 1042 125.1 762 71.5 1042 125.1 782 62.5 1042 125.1 782 ~ J 63 In 170.0 030 170.0 745 151.2 992 103.6 file 120.0 002 144.4 709 113.4 992 131.0 782 100.8 992 121.4 760 00.7 992 114.6 758 75.6 992 108.4 745 61.8 BB2 108.0 744 66.7 982 108.0 744 .a 66 In 165.4 947 170.0 789 137.6 947 148.0 76a 115.1 947 130.3 768 103.4 947 117.7 752 91.0 647 108.7 730 82.7 947 1022 721 69.9 947 05.1 713 59.1 947 84.0 711 61,7 847 81.0 711 Z m - m 721. 135.9 849 142.7 737 113.2 849 121.0 722 97.0 849 108.9 708 04.0 649 98.4 690 76.5 849 08.7 686 67.9 849 82.7 076 56.6 849 75.3 659 48.5 049 72.5 652 42.5 849 72.4 651 � LU oo 76 In 116.6 762 120.7 665 90.3 762 102.8 652 62.5 762 90.0 640 72.2 762 80.9 020 64.2 782 74.2 620 67.0 762 69.2 613 49.1 762 62.0 602 41.3 762 59.9 697 36.1 762 59,4 695 Q r/1 f d12n 106.9 724 111.4 631 09.0 724 84.6 621 76.1 724 82.0 609 66.8 724 74.4 699 69.4 724 68.1 691 63.4 724 63.4 583 44.6 724 57.7 573 30.2 724 64.3 667 33,4 724 63.5 665 F J r Q m o 69.0 543 71.8 483 58.0 543 60.7 474 49.7 643 52.9 488 43.6 543 47.1 458 38.6 643 42.8 452 34.8 643 39.6 446 29.0 643 34.9 436 24.8 643 32.1 430 21.7 543 30.7 426 Q � Z N r 57.3 478 58.0 427 47.8 478 49.7 419 40.0 478 43.2 412 35.8 47a 30.5 400 31.8 476 34.0 400 28.7 478 32.0 395 23.9 478 28.1 388 20.6 47a 25.6 180 17.9 178 24.2 178 NII ,30 me 40.3 371. 41.1 341 33.5 377 34.6 135 26.8 377 30.0 330 25.2 377 20.6 325 22.4 371 24.0 321 20.1 377 22.0 317 16.0 377 18.0 310 MA 377 17.1 304 W 37.1 357 37.6 323 30.9 357 31.8 318 28.6 357 27.8 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15A 351 VA 294 CY 'q V (!) (n 29.3 308 "A 219 24.6 308 25.1 274 21.0 J00 21.7 270 18.3 300 19.2 207 16.3 308 17.3 263 U x Q OO17.0 212 17.2 196 d � Z mN U) TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: E0�,o Anchor Cava ItTable(lbsi ANCHORCAP.,„„u Substrsle: 2.7k Conefelo 3.6k Caro. 110novchlu Filled CMU P1 Wood Mew (DP_)X )=ANCHOR CAP.,,, 5'16'Eko 114'8fi Eko 5718'Eloo 1/4'SS Elco 010 6teel 012 SWO W 61ed MULLION CAP. aa, Anchor Cllp Patterns Anchor�'�' L18'Elco Macon 1!1'Eko Uluecan Uln con 3/16'Ek.Ulba4an 1/4'Elea Utocon 14*88 ota Ullmcon AggraOslor Sonrw(G5)SaeW(Gs) Screw(G5) USE THIS FORMULA TO OBTAIN THE 'ANCHOR Ed"13140.6 par. 1" 2-1/2' 1' 24W 3.178• 1" 2-12" 1' 2-lir 2' 3-118• 2" 0.46' 0.54' 0.324' CAPACITY REQUIRED CORRESPONDING TO AN - Errbo&nart Mr 1.314' 1.314" 1.3/4' 1.314- r 1-1/4' 1-114' 1.1/4' 1-1/4' 1-114' 1-1/4' -2' "S' law .0. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.76'h1h O.C.I Slsndard or Ofisal Up(FIg.1&2): 390Ibs 390lba 450 lbs 89D Pas 1644 lbs 270 lb, 280 lb, 354 ros 740 lb, 3141bs 604 lbs 046th 341 ros 442 lbs 3601b, OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @2.25"Min.O.C.I Standard(or Olh60 Clip(Fig.3): 7001b4 700 to, 580 is 1410 lbs 952 lbs WA 66016, WA 630 lb. WA eco lbs WA 682 lb. 8851ba Me lbs CAPACITY(FROM THE TABLE)OF THE SELECTED BAnctars®1.15'hIN.O.C./Standard(or OMO)Cnp(Fig.4r 96016, 1400 lbs WA WA WA WA 760 lbs WA WA WA WA ft/A 13831bs 17701bs 2240 IM MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 An.1m,®T 1,11n.O.C./(2)2X5 Angle pips 7(Fq.5Y• 7B0los 780 lbs 68016, 1560 lbs 1896lbs 54016 560 is WA 7601b, 74816, B8D lbs 189216, 682 lb. 385 is 11201M CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anctors®7Min.O.C./(2)2X5 .2 pips/(Ft- 117016, 1110lbs 102016, 2340163 20441bs 810 lbs 840lb, NIA 1140 lb, 11221b, 1320 ros 2B761Ds 102210, 132716, 1680 ros ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors®0.45'hll..O.C.I U Vila.fnla.125"Alam.(Fig.7): NIA WA WA WA NIA WA NIA NIA WA tUA WA WA WA NrA 1470 fbs ANCHOR CAPACITY TABLE. PRODUCTgfth.t g7 2 Anchors 4+J 2.25'Mln•O.C/F471p(Fig.8): 350 lbs 350 is 28010, 705 lbs 476 ros WA 28016, WA 315 1b, WA 440 t, NIA 311 lbs 4421Ds 56016, q compiTinB whll,fh0 Florida f' B9ndl g4x�k 4Anchors®f.f5'MIn.O.0/F-gip(Fig.9)11 4801Ds 7001Ds WA WA WA NIA 380 t, WA NIA WA WA WA 60210a 0851D, 1120 Ns Aneptanco No - �. . NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --) 1.000" f-- HZ 7 TABLE NOTES: 41=1 ado Product Conlr.I . FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE fit 111 I i I l I1j • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. P��,•' V1GEN56 '•.Fp 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" No.50705 _ TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURES: FIGURES: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;-0 a= 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %AO 5 fATE �/ • • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125 .t� 'S•RLORIOP�•%,\`. SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125"THICK.STEEL ��s "•••••" �G.` STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK �I7XI�ONAI.1 s � ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.1/10& 7'X 4'X.125' A.LYNN MILLEIR,P.E.' 1#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.S 68705. ' TABLE 7AH " Mullion Capacity TableIbatf1 Opening,Width(forwrllcelysparrt)ngmullions)orOpeningHelght(for hodiclltally-sparWngmUlions) 601n 80 in 701n 801n BO In 1061. 1201. 140 in 1801.$ o 1 x 4 x.376 Rwlan9ulm Tiapr7dang. R,.I.gular Treprildan9• Reotengular Trop/Tden9• Rectaneuler Trap/Tdang. Reolangulm Trapfrdang. Rectangular TmpMeag. Reelanoutar TrapRdong. Reclenov Vaprrdang. Rectangular Tiep/Tdsng. .o rc Los dag Loafing Loading Loading Loading Loading Loading Loadng Loading Loading L..dne Loading Loadn9 Loafing Loading Loading LoadnB Loading nZ z U Alum•Tube E 2z 2^ 8 D x- F ID D 2: D ID F A 2^ 2 D Z• 2g• F 2• D A Mullion s F s� 6� g 11• >s� E 6 6� s• .5 6E s 8 6� s s € � � !nim �. o 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 BOB 170.0 606 170.0 992 170.0 619 170.0 1118 170.0 521 '170,0 1248 170.0 621 170.0 1488 170.0 621 170.0 1735 IT0.0 621 170.0 1987 170.0 521 J W 481. 170,0 705 170.0 524 170.0 850 170.0 684 170.0 992 170.0 610 170.0 1133 170.0 Set 170.0 1275 170.0 677 170.0 1417 170.0 680 170,0 1700 170.0 680 170.0 1883 170.0 680 151.8 2024 170.0 980 J �o 60.626 In 170.0 747 170.0 563 170.0 890 170.0 831 170.0 1048 170.0 604 170.0 1195 170.0 .723 170.0 1345. 170.0 -747 170,.0 1494 170.0 756 170.0 1793 170.0 760 166.0 1819 170.0 766 136.5 1818 170.0 766 --/rj 0 641n 170.0 797 170.0 612 170.0 956 170.6 691 170.0 1118 170,0 751 170.0 1275 170.0 603 170.0 1434 170.0 637 170.0 1594 170.0 668 159.9 1799 170.0 681 137.1 1799 170.0 881 120.0 1788 170.0 881 m C) dI- M 601n MR 885 170.0 701 170,0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594. 170.0 996 155.5 1619 170.0 1033 129.0 1619 170.0 1063 111.0 1619 170,0 1063 91,2 1619 170.0 1063 � � F=-. .0 J 631.. 170.0 930 170.0 745 170.0 lite 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1016 160.7 1642 170.0 1D76 141.0 1642 170.0 1122 117.5 1642 166.5 11511 100.7 1642 167.9 1157 88.1 1542 167.9 1167 m G 681! 170.0 071 170.0 709 170,0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 160.0 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1108 01.8 1472 146.0 1104 60.3 1472 146.0 1104 Z 721. 170.0 ON 170.0 876 170.0 1275 170.0 1009 150.8 1720 166.2 1101 132.0 1320 149.9 1082 117.3 1020 137.0 1066 105.8 1320 128.6 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 88.0 1320 112,6 1012 e 2 W tl E U rcZ 7610 170.0 1122 170.0 937 149.6 1184 159.4 1013 12&2 1184 139.9 994 112,2 1184 125.7 976 99.7 1184 115.1 964 89.8 1184 107.5 952 74.6 1184 97.6 035 64.1 1184 81.1 027 60.1 1184 92.3 925 J (1) - Q J r 701n 166.1 1124 170.0 987 138.4 1124 147.0 065 116.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 165.8 918 63.0 1124 98.5 906 69.2 1124 89.0 890 59.3 1124 84.3 881 51.9 1124 83.2 676 I--, J i-- 90 In 108.1 044 111.6 760 90.1 044 94.3 738 77.2 844 82.1 724 67.6 844 73.3 712 6o.1 844 60.6 702 54.0 644 MA 693 45.0 844 114.2 678 38.6 844 60.0 685 31.8 844 47.7 662 Q �Z N o` 9610 89.1 742 91.6 663 74.2 742 77.2 652 67.8 742 87.2 641 65.7 742 69.8 631 49,6 742 61.1 622 q4.5 742 48.8 011 37.1 742 43.8 600 31.8 742 19.0 690 27.6 7d2 57.5 661 m0 v to$In 62.8 686 63.9 530 62.1 680 53.6 621 44.7 558 48.6 513 39.1 680 41A 605 34.6 688 37.3 498 31.3 666 34.2 492 20,1 588 20.6 481 22,3 686 26.6 472 10.5 586 24.7 460 LU M � 1111n $7.0 555 68.5 603 48.0 555 49.6 495 41.2 555 42.9 487 36.0 555 38.0 q80 32,0 655 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 555 24.3 449 18.0 555 224 442 oY 120 b 45.0 476 48.1 43] 38.0 475 39.0 426 32.6 476 33.7 420 25.5 475 28.5 414 26.3 416 26.8 409 22.8 476 24.6 404 19.0 476 21.1 305 16.3 476 18.7 367 14.3 475 17.2 381 _ U x Q` O O 144 in 20.4 310 26.7 305 22.0 330 22.4 301 10.0 370 19.1 207 18,6 370 17.0 283 Q ~ Z CO TABLE 7B - ANCHOR CAPACITY ADJUSTMENT FORMULA: B "�� & So mQ Anchor Capacity Table Iba ANCHORCAP.,,,„,,,,,, eubslrale: 2.7k Corlcrelo. 3.5k Cone, Ho.um CMU Fi led CMU PT Wood A1eta 1 (DP-)X( )=ANCHOR CAP.,", 6118'Eko 114'SS Eko 9718'Eico 1!4'9S Eko MIO 91881 Al2 Steel 012 Sled MULLION CAP.,,,,,,,,,,, Anchor Clip Patterns Anchor Typo: 1116'Eke Ullracon 1A"Eke UlVaeen 3716•Elco NVxon 1/1'Eko UNacan U16 Etc Apgmoslor Unrecon /4.89lik 8108(os)egrmr(os) snow(es) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(in): 1' 2-172• 1• 2-12" 3-118• 1' 2-IW 1. .1/2' 2• J4/8" 12" 0.48' 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment On): 1.314' 1�/4' 1-774• 1.314' T 1-114" 1-114• .1-114• 1-114' 1-f 14" 1-1/A' 2" fa18" 1318' 'Ades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhara @4.75'Min.o.G/SleMard.offset COp(Fig.152): 390 In 390 In 450 ms 890 lbs 1644 ms 270 In 280166 354 In 740 In 374 In 604 In 948 In 341 lbs 442 In 560 me OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ambo.®225'Min.o.C./Standard(w O6ser,C6p(Fig.3): 700[be 700 In 560 In 14101bs 952106 NIA 560 hes WA 130[be WA 880In WA 692 ms 885 lbs 112 Ib CAPACITY(FROM THE TABLE)OF THE SELECTED B AOchm Q�1.15'hun.O.C./Slandud WOme8C8p ffW 4k 960156 14DO In WA WA WA WA 700 In WA NIA WA WA WA 1303 ibs 1770156 2240 In MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchors g 3"Min.O.C./(2)2.5 Angle Cops f(Fig.5): 780 ms 780[be 680 In 1560 In 189OLbs_ 540159 660 In WA 760 In 748 The 880 lea 1892166 682 lbs 085 In flea Ibs CAPACITY WHICH MAY BE USED TO QUALIFY RODU 6 Anchots®3'MIn.O.C./(2)2x5An91e Crps I(Fb•8): 1170141 1170166 1020 In 2340 In 2814In 610106 840In WA 1140166 1122166 1320In 20381W 1022 ms 1327106 16BO Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anthers 9OAV Min.O.C,I U471p,into.125-Alnm.(Flg.7): WA WA WA NIA WA NIA WA N/A NIA WA NIA WA WA NIA 1430]be ANCHOR CAPACITYTABLE.- scowly'nBivCrRBHD 2 AnoMra 1�2.25'Min.O.CJ F431p(Fig.8): 350 an 350 In 290 In 705 In 476 In NIA 280 has WA 315 m6 WA 440166 WA 311 In 4421 W 560166' 19 wlgylyl.g\Yhh the Nkald• 9gdtDgrnae 4 Anohas®1,15'min.O.CI F471p(Pp.9): 4801W 7001bs WA WA WA WA 3801bs WA WA WA WA NIA 0821b1 685166 1120 ms alu"P rc.NoNOTE:FOR FOR THE.OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -^� 1.082• r-- -j 1.000' �-•'- r s pMµlol ti A anil Dude Product Control .. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION aL71 ONLOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.• • • • • • • • •, • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 'IN\�'�a��E.Mj• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ��• (•SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000" No.50705SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ : /' X14-FIGURE 5: FIGURE 6: FIGURE 7: 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 ' � : TE( FS PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0A ALUMINUM SHALL BE56063.75 AND BEA MINIMUM OF.125"THICK.STEE4 STUDS TO BEA MINIMUM GRADE 33 AND.04;1 " .377'6" / N/�t. THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS 1•X 4•X.375' I 1'X 4 X.375' I 1 X71 1 x111\' ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. - INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 A.LYNN Mll LtR,P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T..MULLION MULLION - FL P.E.#58705 TABLE 8A ® HCH Mullion Capacity Table Ibsffe Opening Wldlh(froplartilarnMerang mNlions)or Opening Hot ght(for hod*n1ally-spanning mUllons) _ 601. 601n 70 In In 001n 10p in 1201n 1401n 160 In R.Woular TropRdang. Rede09e18r Mormong. Reolon9uler TrapTden9• Re en9u eng. RedanBUlar Trop'ntang. RedenMi., TreprTdenO• Rectangular Trap/idang• Rectangular Trep/lilaq. Redengular -TI-p-mg. 1.26"%- LoadnB Loafing Loadn9 LoddOB Loafing Loafing Loafing Londn9 Loafing Loading Loafing Loafing Loafing Loafing Loading Lon no Loafing Loafing o= 4e U 3.188"x .266"Alum .i" .& F S ',. F - to Tube Mull I I a � �, �. ' N 3 3 d 6 r9 3� s9 d 6 0a 8 3 S� 3 d a 8 d^ d` Q 8 4T b� yp §a� b� � } 5a� IS R"gym IW INE i � d f@. rc � apt O LLi 421n 170.0 620 170.0 435 170.01 744 t70.0 470 170.0 880 170.0 506 170.0 092 170.0 610 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1486 176.0 621 170.0 1735 170.0 621 151.6 1769 t7o.0 52I J J e W 46 In 170.0 708 170.0 624 170.0 650 170.0 584 170.0 892 170.0 630 170,0 1133 170.0 661 170.0 1276 170,0 677 170.0 1417 170A 660 154.8 1548 170.0 680 132.7 1646 170.0 680 116.1 1548 170.0 680 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 766 119.3 1468 170.0 756 104.4 1468 •170.6 760 - .W o$ 0 641n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 83T 146.8 1376 170.0 650 122.3 1376 170.0 661 104.8 1376 170.0 661 91.7 1378 170.0 661 m r 601n 170.0 885 170.0 701 170.0 1063 170.0 797 169.8 1166 170.0 878 F33.9453 1158 167.4 930 123,8 1158 158.8 919 111.2 1158 150.0 812 92,7 1158 144.8 905 70.4 1158 1/1.0 005 69.5 1155 144.6 905 � I- LSj J 631. 170.0 930 170,0 745 160.1 1051 170.0 050 137.2 1051 155.0 862 1041 142.0 848 108.7 1051 172.3 877 90.1 1051 125.7 830 80.1 1051 118.5 822 88.6 1051 119.1 621 60.0 1051 119.1 821 _ {5� 66 In 187.1 857 170.0 788 139.3 957 161.8 805 H9A 057 134.0 790 837 121.6 777 92.0 957 112.8 781 83.0 957 108.6 769 69.0 957 100.0 750 59.7 957 98.8 748 52.2 957 88.9 748 Z J 2° a' Z C 721. 128.7 804 135.2 890 107.3 801 115.2 684 BI.B 804 101.3 871604 91.4 660 71.6 004 64.1 650 84.4F20.0 84346.0 804 69.9 62940.286 n 109.4 722 114.4 630 91.2 722 07.2 816 78.2 772 86.3 606722 .7 696 60.0 722 70.3 608 64.7 680 45.8 722 59.6 670 39.1 722 60.7 664 34.2 722 .50.2564 d d? 761.- 101.2 685 105.6 600 84.4 605 69,8 688 72.3 685 78.5 577605 70.5 688 68.2 685 64.5 660 50.6653 42.2 685 64.3 643 36.2 885 51A 537 31.8 685 80.7 536 , N `-9g in 85.8 515 68.0 457 54.0 815 57.5 449 47.1 515 50.1 441515 44.7 434 38.6 Me 40.6 428 33.0 472 27.8 515 33.1 413 23.5 516 304 407 20.6 515 29.1 404 ZQX N961n 64.3 453 65.8 404 45.3 453 47.1 397 36.8 463 41.0 391453 36A 355 30.2 453 33.0 379 27.2 374 22.0 453 26.6 we 19.4 453 24.3 360 17.0 453 22.9 356o1081. 38.1 358 39.0 323 31.0 358 32,8 318 27.2 358 26.4 313358 25.2 306 21.2 358 22.7 304 19.1 300 Me 358 18.0 293W11(In 35.1 338 35.8 308 20.3 330 30.1 301 26.1 338 28.1 297336 23.2 203 19.5 338 20.9 289 17.6 285 e of X a Y Y- N /20In 27.8 280 28.3 269 23.2 280 23.8 260 19.9 290 20.6 256290 18.2 263 16.4 290 16.4 249 U (V ¢ O O. 144 in 16.1 201 10.3 186 d � Z,.(n o - �� a m0�0 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: .lY AnchorCe ecl Table lbs ANCHOR CAP.,",,,,,, Sub,lmle 2.7k Corcale 3.5k Odle. Hollwa.IU FilledC1.11.1 PT Wood MEW , (DP)X( )=ANCHOR CAP.k, 6'19'Elro 114'SS Eke d16'Eko tl4'SS Elco 910 sled v12SlceI 912 Simi MULLION CAP.,,,,.,,,, AnchorCllp Patlema Mcnd 7YPo� 916'Elco UOrxan .114'EkoUllmcon Ulimco0 3H6•EI4o UItmc00 114'Ekouamcon A11(7eGalor Uumcorl A1plmdd scm,r(G5)Screx(G5) serew(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR EOge pslarce pny 1" 2.112' 1' 2-112' 3118' 1' .2.112' 1' 2-112' 2' 3.118' 2- 0.48• 0.54' 0.32d' CAPACITY REQUIRED'CORRESPONDING TO AN EmOeanml n 1314' 13'4' 1374• .t 2• 1-114' 1-114' 1174• 1.114' 1414• 1-114' 2' 1-3'8' 13'8' sales ACTUAL PRESSURE REQUIREMENT FOR THE - 2Ancrors.�d.7Y tAla O.C./Slerdanlu Olkel Up(Fl9.t): 390 IDS 3901m 450 fns Im 1614 IDs 2101Ds 280Im3571D5 7-0Olm 374105 6671m BIS Im r6-022 4az lDa ti60 R» OPENING,WHEN IT IS LOWER THAN THE MULLION dArcndsg 1.15'tAIA O.C.rSlandam(a aaelj clip lF19 480IDs 79000 Its IIIA tlrA rllA 3BO Im 0rA IUA IIIA tun IUA ees ire u2o lm CAPACITY(FROM THE TABLE)OF THE SELECTED . 4 Arc bon @T Mo.O.C.1(2)215 Mole Cops I(Fl931 7001D3 7801IS �O IDs 15M IDS IBM IDS 610 IDS 660 Me NIA -7601m 748 IDS 8001m 15021m ee5 ms u2o lm MULLION.ITWILL YIELDA MINIMUM ANCHOR dArcron®0.46-Min.O.C./OC9p,Inlo.126'ANm.(F19.4j NIA IVA IIIA IUA IIIA NIA r9A IIIA IgA IIIA IVA VA tun 1430Im CAPACITY WHICH MAY BE USED TO QUALIFY 1Arcror/FCBp(FlB.6T 796IDs 106 Re 225 ms 445Im 8721m I.los 140106 177103 3701m 1071m 332 ms 4731m 221 gs - leo lm ADDITIONAL ANCHOR NS FROM TF•IE®1.16', O.0/FCII p.6' 240 ms 350 Ra' NIA IgA NIA II/A 100 Im III. tun II/A IUA IUA Ad2 ms E601m ANCHOR CAPACITY ABLE PRODUCE RBVI68U es cOtopfyIn-&h the Plorlda NOTE:F THE OFFSET CLIP,USE E SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - - BuRdIall 9 . t t tancu No IGURE 1: FIGURE 2: F-1.250'-I DoreTABLE NOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ade Product Cone ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ .. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. \\��ONY.•LYNN ryf/r��i� _ ANGLE _ ,3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.108" �`�a��,•"'�tCENSF'��F,j>�;. CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS� =T�.; '•.�,`�=., BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 266, No:58706 J IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND j - - FIGURE 4: FIGURE 6: FIGURE 6: - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S klj[-p r'S tW 6063-T5 AND BEA MINIMUM OF.12:i THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND rr .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL 1.25'X 3.M0'X.265•MUL 'O��C`�' ....... •'' ^ '_ 0 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-114'VF MULLfO �� Q�bn)..C\�G 1110&012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.tYN, ILLEf2;P.E. FL P,E.N 58705 TABLE 9A � Mullion Capacity Table(the III 'Se Opening Width(forvartically-spanning mullions)oroponln0 Heighl(forhotlzonlaly-spamlrig mullions) SEe a so In sofa 101n 801n Sol. lo01n f201n 140 In 1801n _ L9 1.26x3.26 Rectenpular Twilldano R.I.N.tar Wwritang. Reclengular TrapTdang. Reelangafm T.Wdan9. AW.n9ular Traprrdang, Rectangular Trap'fdeng. Reclangulm Tmp?dang. RKI.gular Tro�1ea6 Rectangular Tm1J1dan9, ou F" rc Loading Ladrq Loadn9 .LoedM9 loatlln9 losdne Loaan9 loading Loading Latan9 Load'»9 Loading Loaerg Loading Loading toe?ug loa6np Loading %.100 ��1i .- Alo Mullion � � �- �' r 8 � � �' � � � 04 m a z U) 42 In 170.0 620 170.0 435 170.0 741 1 170.0 478 1170.0 888 170.0 600 170.0 992 170.0 519 170.0 1118 170.0 521 153.3 1110 170.0 521 127.7 Ills 170.0 521 109.6 1118 170,0 621 65.8 life 170.0 521 0 /0lb 170.0 703 170.0 524 170.0 650 170.0 SU 157.6 are 110.0 830 146.7 878 170.0 661 130.4 876 170.0 877 117.3 978 170.0 6b0 87.0 978 170.0 660 83.0 918 170.0 680 73,3 918 170.0 680 J LU 60.0251. 110.0 741 170.0 563 170.0 398 1Too 631 160.7 827 170.0 684 131.9 927 168.5 708 117.2 927 159.1 698 105.6 927 150.3 690 37.9 827 156.3 695 75.4 927 156.3 695 65.9 921 158.3 695 � �'= (0 54 In 170.0 797 170.0 612 154.6 869 170.0 691 132.5 869 153.9 683 115.9 869 141.8 669 107.0 869 134.0 660 -92.7 069 129.8 854 77.3 889 128.8 G52 60.2 869 128.8 652 67.9 089 128.8 652 1L O 60N 143.2 748 IVA 634 119.4 748 132.3 620 1023 746 117.8 609 88.5 740 107.9 699 79.6 746 101,0 692 71.8 748 98A 607 69.7 740 83.3 503 51.2 748 93.3 583 44.8 740 93.3 583 - � � �e � 071. 12].7 677 1320 679 193.1 811 117.2 S60 36.4 077 100.4 655 77.3 677 91.4 618 68.7 677 65.2 639 61.0 677 81.0 634 61.8 871 77.0 629 44.2 677 76.7 529 39,7 611 70.7 629 I- W J J 66 In 101.8 917 114.1 670 89.7 617 97.6 519 70.9 617 86.3 509 61.3 817 78.3 Sm 59.6 611' 72.5 494 63.8 617 06.7 409 44.8 SIT 84,4 483 38.4 SIT 63.7 482 33.0 017 63.7 402 'd �t 121, 01.0 610 07.1 450 69.1 510 74.2 MO 59.2 519 65.2 432 51.8 518 58.8 425 46.1 618 54.2 418 41.4 618 60.7 414 34.5 619 46.6 408 29.6 518 45.0 405 25.9 518 45.0 405 .Z 0 m !� 781. 70.5 465 7J.7 408 58.7 185 62.8 3BB 50.3 464 64.9 390 44.1 465 49.4 381 39.2 465 45.3 378 35.2 465 42.2 374 28.4 405 3a3 367 26.2 40.5 38.5 J8/ 22.0 166 38.2 387 J �7 78 in 65.2 441 68.0 387 54.3 441 57.7 379 48.6 441 50.6 Jit 40.8 441 45A 366 38.2 441 41.6 380 32.8 441 38.7 358 27.2 411 34.0 349 23.3 441 33.1 340 20.4 441 32.7 345 _j �� W- 901. 42.4 332 43.8 285. 35.4 332 37.0 289 30.3 332 32.3 284 26.5 372 28.8 280 23.6 332 26.1 276 21.2 J32 24.1 272 17.7 332 21.3 288 16.2 332 18.8 262 13.J 3]2 IB.7 280 1-- O .- c 80In 35.0 281 36,9 280 28.1 291 30.7 256 26.0 281 23.{ 252 21.9 281 27.6 2dB 19.1 781 21.3 244 17.5 291 19.6 241 14.8 201 17.1 236 12.5 281 16.8 232 .Q `- N r 103h 21.8 2J0 26.1 208 20.6 230 21.1 205 17.6 2Ja 18.J 201 16.4 230 18.2 198 F- X$ '��•� a(q 1111. 22.3 218 2J.I 187 18.9 219 18.4 181 18.2 216 18.6 181 14.1 218 11.9 108 N NL go A 1201.' 17.9 187 18.2 170 Id.B 187 15.3 167 M __- w x _0 U N Q O - dO..`- Z..tn W TABLE 9B 0 s0 ANCHOR CAPACITY ADJUSTMENT FORMULA:- '� 01 Anchor Ca achy Table(Ibe ANCHOR CAP.,,,,„.,,, o w g-,n:-' Sobalmle: 2.71,Concrale 3.5k Caw. - Hagan Ch1U Filled CMU PT Woad Metal (DP,)X( ANCHOR CAP.,,, , 5118'Elco 174'SS Eho 6'16 Elco 114'SS Elco 810 Slecl 1.12 Steel 012 Sled `MULLION CAP.,,„,,,..�s AnchorCllpPallBrne Amber Type: 3110•ElmU6recon 114'EkoUtracon Ullraoon J/Ifi'ElwUllrecon 1r4'ElcoUllmcon Aggnocalw 11 mon AtireGalw Saew(05)Scmw(05) fl-(05) USE THIS FORMULA TOOBTAINTHE'ANCHOR ' Edge Distance fin): 1' 2.172• 1' 24/r 3.1/8• I• 2.112• I' 2-112' 2• 3-U8' 2' 0.46• 0.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment 0n): 1.314' 1.34' 1.3'4' 1-314• 2• 1.114• 1-114• 1-114• 1-114• 1-174• 1.114' 2• 1.318• 1-013• edea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhwa@43V nun.0.0.r S1an0ardw Olfsel alp ft 1): 390 toe 390 lbs 450 lbs B90 lbs 16141bs 270 lb, 280 Its 354lba 74011. 37416, 604 lbs 94611. 34119, 44219, 5so lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anebm®1.15'Min.O.C.r SlRndard(or O6se0 alp(Fig.2): 480 lb� 700 lbs WA WA NIA WA 300 Its WA NIA WA WA WA 682 Its 685 lbs 112011. CAPACITY(FROM THE TABLE)OF.THE SELECTED 4 Anclwle®3'MI&D.C.1(2)NO Angle Clips/(Fig.3): '780 Me 100Ibs 680 lbs 1560 list 1896 lbs 540 1h Sao lbs WA 76011. 74BIba 0891bs 1892 lb, 60219, 89511. 112011. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Amhara Q 0.54'Id1,.0-0.1 Uglp,Into A00•Alum.(FIg.4)' NIA WA WA WA NIA WA WA NIA NM WA IUA WA WA WA 050"3 CAPACITY WHICH MAY BE USED TO QUALIFY ' 1 Amlarr F-01p(Fig.5): 195 Ns 195 m, 225 lbs 44510s e221bs iu lbs 140 N, 177 Its 310 ass 07 lbs 332 lbs 47311. 170 lbs 221 lbs 269lba ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhore 001.15'Alln.O.CJ F121D(Fig.8I: 24016-3 350Ns WA WA NIA WA 1W Has NIA NIA TVA IUA WA' 311 lbs 44211. saa lb, ANCHOR CAPACITY TABLE. RODUCI'REVISP.D _ complying xd011bc I'lorlda . lu0dingtbde { O LI FIGUREI: FIGURE2: - TABLE NOTES: -1.250" _ oOD - ly IN • • - 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Almn�product Cmurol ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��\ a•( LYAhV l�i� FIGURE 3: ��\�\ •• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' \,\GL-NSS.''•. ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - - ' • • • • CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.68705' BE T� USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND "O:(i{ (�-= FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S i\7E b O • 0083.75 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND •"� %��, !'L 0R(0�.•', .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A30.ALL :i�S •• C1 �+ O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25-X.100' '%NAX- i� L`��, MULLION 111 1110&02 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A. Wil Mill' ,P.E, - FL P.E1158706 TABLE 106 WH x Mullion Cepnelty Table(Ibsme) Opening Wd81(Iorvadiwgy-9panrda0 mllllore)or Opening Helght(Iorhori itnRyspenrdngmdllons) 50 In 601n in In 601, 90In 1001n 120 In 140 In 160 In xWg� p cs ReclaipOn Trap/Tiaiq, Raclang n Trop/fdang. Rectangular T®ptVitnB. Recwgti., heplfda.g. Raclongular T,apITdang• Rectangular Trap/fdang. Raclongular Trep'fdan9. Rectangular Traprtdang. Rectangular TrapRdanB. ,;�'c K 1.26 X6824 6 Loading loadNg loading ' Load6g lOedNg 10887.0 Loading loading Loading L.eding Loading' Lo4dNg LoaaNg Loafing Loading Loading Loading Leading gi 2 u Alum.Tube .b' .�,. •J� •5.. .c .F.-. � •�.. �' �.. � vF.. .F .Fa„ -� -S, .�` uF,. � �--. •�,. �.. •5 �a �'� .& .�'� .�'� .g n u3 Mullion a�, aa8 >s o sga �"s€ s �x a s a spa �gv off. a�. � @ ��. �@ N v u v v u 3 u ug u ,i v u u u u v u'e ci u u ua u' uE u u v ua [� g66gg� gge �' d spa e � .e � 6n �� O F� 421. 170.0 620 170.0 435 170.0 744 170.0 479 110.0 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 I2/0 110.0 621 170.0 1188 170.0 621 110.0 1735 170.0 521 170.0 1987 170.0 621 _g W 48In 170.0 708 170.0 624 170.0 BSO 170.0 584 170.0 992 170.0 630 110.0 1133 170.0 661 110.0 1216 170.0 677 170.0 1417 170.0 650 170.0 1700 170.0 680 169.7 4979 170.0 680 148.5 1979 170.0 680 50.626 in 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 156 170.0 1793 170.0 756 1525 1877 170.0 766 13).6 1877 170.0 756 c 0 �o U 61 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 807 170.0 1434 170.0 837 170.0 1591 170.0, 556 166.1 1759 170.0 661 134.1 1769 170.0 861 117.3 1760 .170.0 061 m O I- 60In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 818 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1611 170.0 1063 103.6 1511 110.0 1063 90.6 1511 170.0 1053 F- 63 - U tD J 631n 170.0 930 170.0 74S 170.0 1116 110.0 860 170.0 1302 170.0 910 166.6 1370 170A 1015 139.2 1770 170.0 1076 126.3 1310 164.0 1002 161.4 1370 165.9 1012 89.5 1370 155.3 1070 78.3 1370 165.3 1070 LU 661. 170.0 974 170.0 769 170.0 1169 170.0 907 155.6 1248 170.0 1002 116.2 1218 165.8 1013 121.1 1218 147.1 1000 108.9 1248 139.0 889 80.8 1248 130.6 978 11.8 1278 129.0 975 68.1 1218 128.0 976 Z (p i �• J 721. 161.0 1049 170.0 818 139.9 1049 166.2 892 119.9 1019 INA 876 104.9 1049 119.1 860 93.2 1049 109.7 048 07.9 1049 102.7 838 69.9 1049 94.3 026 69.9 1049 91.2 820 62.4 1049 91.1 820 0 76 in 142.7 941 149.1 622 118.9 941 126.8 805 101.9 911 IIi.2 791 09.2 941 100.0 717 79.3 941 9I.7 766 71.4 94t 85.6 767 69.5 9df 77.fi 714 51.0 971 74.0 lJT 4A.G 911 73.3 )36. J �° z '3 781. 172.0 -897 177.6 787 110.8 591 116.9 767 94.3 694 102A TO 825 094 91.9 740 73.3 694 WA 730 66.0 894 78.3 721 65.0 894 70.7 701 47.1 894 OLD 701F16.6466 66.1 69B � - Q .N d' ,'B r i... 90 In 85.9 611 88.7 696 71.6 6TI 74.9 605 61.4 671 65.3 616 53.7 671 59.2 566 47.7 671 62.9 556 43.0 671 48.8 551 35.8 671 43.1 639 30.7 671 39.7 571 37.9 526 7�� Q N `p gG In 70.8 590 72.8 527 69.0 590 616 618 60.6 690 63.4 609 44.3 590 11.6 602 39.3 690 43.0 494 35.4 590 39.6 408 29.6 690. 34.7 477 26.3 590 31.6 469 29.0 d6J F x oz 0p IN In 49.7 46G 60.8 421 41A 466 428 414 35,6 466 37.1 408 31.1 466 32.9 �329 21.6 146 29.7 396 24.9 466 27.1 391 20.7 466 23.6 382 17.8 466' 21.2 375 19.6 370 U)111 In 45.8 111 46.7 400 38.2 441 39.3 393 72.7 441 34.1 307 28.6 441 30.2 25.4 441 272 376 22.9 441 24.9: 372 19.1 441 21.6 363 16.4 441 19.3 356 176 3S1 - W CO 1201n 36.3 378 36.9 344 302 375 31.0 339 25.9 375 26.8 334 22.7 370 23.7 20.1 31821.3 325 18.1 370 19.5 321 15.1 370 16.7 31{ X U) 1441. 21.0 262 21.2 242 17.5 262 17.0 239 15.0 262 15.3 236 1 U (V Q U Q nQ•erZ..tn rA TABLE 10B .a w>O ANCHOR CAPACITY ADJUSTMENT FORMULA: -5 ` W m0_ AnchorCopaelty Table(Ibe) y o� -3 ANCHOR CAP.,-,-N 2.7XCaraR4e 3.5Xeanc. 11ccov,Mu FITIMCMU PT Wood Metal (DP,)X( )=ANCHORCAP.s - 5'16•E1co t/4'SS EIC O H1C Elco 174'69 E1c0 N1D Slog N12StOol 1112 Siem MULLION CAP.,v„,s, AncllorClipPattema Ancna7ypo 8t6'EIwUNraccO 1l4'Eke U112con Unmcon 3'ICEhoUnram 1/4•EkoUBmcon AggrH3rr0r Uleacan AggreGela Screw(G5)Scrcw(05) Stm(GS) USE THIS FORMULATOOBTAIN THE'ANCHOR Edga Cls(arcedn) 1' 2.-1/2' 1• 2-02• MIS, 1' ' 2.112• 1• 2-1/r r &ile' 2' 0.40• 0.54• 0.324•- CAPACITY REQUIRED'CORRESPONDING TO AN Em0ea11en1 n' 1314' 13/4' 13'4' 2' 1.114' 1.114' 1-114' 1-1/4' 1.114• i-0/4' 2' 13'0' 13'8' Yaks ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.78 P.M.O.C./Slomxd a Met COP 09.11 3L0 lbs 390 Ind 450 ibs OW las 1614 lbs 2701bs 280 lbs 354 IDs 740Ins 374 ros 681116 9461ts 311 lbs 442 IOs E60 IM OPENING,WHEN IT IS LOWER THAN THE MULLION - 4Ambas®1-15'MIn O.C./Slendaid(Or othe0 CUP(Fig 2p 480 ros 700lbs t1/A IIIA RIA IIIA 3001bs NTA IUA IUA WA IUA 6082 lbs 085106 1123 Its CAPACITY(FROM THE TABLE)OF THE SELECTED •p 4 Anc170®3'IAIn.O.C./(2)AS Angle COPS 109,31, 780 mS 780 IM 600 Ins 15M Ibs 10061153 SIMS 6601ns NTA 76011 748 Ibs 080@8 1892Its SIMS 86.5 its 11211th MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Am"Q0411141..O.C./UCOp•InIo.1W Alum.(Fig.41 NIA NA N/A IUA IUA N/A IUA I4IA WA IIIA IUA tuA RTA IUA 960 tns CAPACITY WHICH MAY BE USED TO QUALIFY I Arktor/FCFp(Flg.5): 106®s 105108 2251bs 445Its 622105 135 Has 14D Iba 117 NS 370146 18710S 332116 413 Ne 170106 22106 280 @a ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED 2 McrorsQ 1.16'161.O.CJFCG (77g.6) 210105 3:0100 IIIA IUA RIA 1116 190106 NIA IUA IIIA IUA IUA 311146 442149 :60116 ANCHOR CAPACITY TABLE. JJ wnVlying whh the I'lorlda u0dlo8 Code •O� w4'V'dt11w No FIGURE 1: FIGURE 2: TABLE NOTES: 1.250' aw 4 .. • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIO14 `7l�c Woducl C rn L ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. . (111111/// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � Ny LYNN n,/�1��' FIGURE 3' \`�� •'\.%CENSE •.,�¢ ANGLE - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' P.•' ;• CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • • • 3k :c BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58'705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 6: FIGURE 0: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 590.WOOD SHALL 624, p •. 1 2-`t BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE � Q SPATE OF .)W` • 6063-T5 AND BEA MINIMUM OFA 00'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �� (•'•.F[ORIOP,•��,:\K .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALLS7 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.2:7 X 3.25-X.624• ',,S/ONN- �` 1110&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNM lt)1lLC�R,P.E. FL P.E058705 TABLE 11AN H R Mullion Capnclty Table Piled) Opening Wdgt(forwlliml"pannlnp minions)orOpening Height(Whodicalo t.sponldng millions) 60 In 60In 701. 801. 901. 1001. 1 1201n 140 in 1601n s q Recon alar Tu Aen. Radon pR g. pus prT'a 117 ianp. R 4� 136X3.04 g 9 Baler TrapRdanp. ROcianpular TupRdanp. Raclangular Tiapadeng. Reclerpular hep/fdong. Roclenguler TrOpTdang. RcUangula ha don Rsctan Ir ha nag. Rectangular Tro r o K %.624 Loading Loading Loedng LOadnB Leading Loading LOadng 10001.0 Loadn9 Loading Loading Loading Loading Load'me- Loading 700�� .4.8 LOedinp Loading oy t rWj Alum.Tutee .&• .� §.. ss.. � .. .� s� £ . ,. _ .5 .�'� .s .g.. .�' .§'.,. .g .',. •6 �',. ,. • .y� .� .� .•� .r .§� - �, `- MmIon Ua �. s�, s R_2 ss� ag s g 1 ns s a� o �.o �� ;e. s�, s s� o s� s� s sg �.�, �� N u" eZ 3 u u v si ai u" u u v v 9 3 is u e ii u CO � �� a � n g � � e i A iIt9 11 1 g � P e �p � z Xr W. �& ;. 8� f€ �2 ze �Y fe �� i€ �2 � �� rc �� 8� � 8& Eb 8� E€ �rc x�€ 8�" �O 421n 170.0 620 170.0 435 170.0 144 170.0 478 170.0 866 170.0 606 170.0 992 170.0 619 IT0.0 1116 170.0 621 170.0 124D 170.0 521 170.0 14118 170.0 621 VGA 1735 Woo 621 170.0 1983 170.0 521 J W 48 in 170.0 705 170.0 624 170.0 050 110.0 5&1 170.0 992 170.0 630 170.0 1133 170.0 661 I/p.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 600 170.0 1983 170.0 680 170.0 2267 170.0 680 J � z 50.625 In 170.0 74T 170.0 663 170.0 695 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0; 766 170.0 1797 170.0 756 170.0 2092 170.0 756 170.0 2391 1T0.0 756 ` 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1S94 lied, B58 170.0 1913 170.0 061 170.0 2231 170.0 561 160.2 2403 170.0 861 W p� 0 m 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 995 170.0 1771 110.0 1033 170.0 2126 170.0 1063 1483 2163 170.0 1063 129.0 2163 170.0 1063 c�0 J 631n 170.0 930 170.0 745 170.0 1116 170.0 660 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 INA 1076 170.0 1859 170.0 1122 166.9 2060 170.0 1169 134.5 2060 170.0 1171 117.T 2060 170.0 ttlt � W 661. 170.0 914 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1550 170.0 1086 170.0 1763 110.0 1155 170.0 1948 110.0, 1210 143.0 1966 110.0 1216 122.6 1966 170.0 1266 107.2 1966 17D.0 ING (n d m m z 72 in 170.0 1067 170.0 978 170.0 1216 110.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1316 178.7 1711 169.0 1386 115.8 1734 165.9 13GI 99.1 1734 t60.4 1352 86.7 1711 150.2 1352 bW o 76in t70.0 1122 170.0 937 174.0 1316 170.0 1000 .168.6 1556 170.0 1209 UJA 1656 165.2 1285 131.1 1556 151.5 ME 117.9 1656 141.3. 1261 90.3 1556 128.3 1229 99.2 1556 122.3 1219 11.7 1656 121.2 121G J o v ¢Z S ie In 110.0 1151 170.0 967 170.0 1381 110.0 1116 155.9 1477 169.3 INS /36A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 14TT 129.5 1191 9D.9 A77 116.9 1169 77.9 147T 110.8 1168 68.2 1477 109.7 1154 Q 9D 1n 142.0 Ilia 146.5 9116 118.4 1t10 123.9 968 101.6 1110 107.9 951 88.0 1110 96.3 936 78.9 IIID 87.5 922 71.0 1110 80.7 910 69.2 1110 71.] 891 60.7 1110 65.6 818 //./ 1110 62.7 870 z [N0 Q N O 96(n 117.0 975 120.7 872 97.6 976 101.5 056 87.6 975 08.3 842 73.2 975 76.5 629 65.0 916 71.2 817 69.6 976 66A 807 48.8 976 61,4 789 41.8 975 52.3 776 36,0 976 49.3 767 F X 3Z �..O 1001. 82.2 771 87.0 696 68.5 771 70.1 605 so.7 Ii1 613 67/ 51.1 171 S1.] 661 15.1 771 47.0 655 41.1 771 44.9: 647 34.3 771 38.9 632 29.4 771 35.0 621 25.7 711 32.4 612 p ?o m� _ 0)J o 0 1111n 75.7 T30 7T.3 661 67.1 730 65.0 660 65.1 730 56.3 610 473 130 49.9 671 42.1 730 45.0 622 37.9 730 41.11 6N 31.5 730 35.6 600 17.0 730 31.9 509 27.7 730 29.6 581 W (7 t201n 69.9 624 61.0 669 49.9 624 61.2 660 42.8 524 44.3 552 ]7.5 624 39.2 614 ]3.] 624 353 537 3D.D 624 32.2 631 25.0 624 27.7 619 21.4 621 24.6 509 16.7 624 22.6 501 Of X (Yj) FLp 1411. 37.7 437 35.1 400 20.9 473 29A ]95 24.0 /37 25A 390 21.7 433 22.4 385 19.7 473 20.0 381 17.3 A73 18.2 776 C) (V Q > • a o� Z stn O �c .Oso TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA: ..-£ oma Anchor Capacity Table(lbs) ANCHOR CAP.,,,,,.-. _ sDM12la 2.7%C4rcrc4a 3.6%cent. Mtl1aH Q.tU FIOed CI.IU PiwooO h+dtl (DP,)X ANCHOR CAP.,,, 5.16'FJco 1!d'S9Ek0 d1GElco 114'65 Elco gi05ice1 01261ce1 e125iael MULLIONCAP.,M,,,,,� ' Anchor Type Y1G'Elco Ullraon 1/1'Eko UOmcon Y1E EIc0 Urtrxm 11A'Eko Ullmcon AnchorCllp Patterns UOmcon Agprtt3aor ultmcm AggreGtiv Screw(W)Scree(cs) Bcre.T(135) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge pstarcepn 1• 2-1/2' IF 2.112' Sue• +• 2.112' 1• 2-112• z• afm' 2' D.4a• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embeelneal n tars• lam• 1314' tae 2• IAW 1414• 1.14• i-14• 1.14• t-14• 2' 1-1?8• i-Tw I twin ACTUAL PRESSURE REQUIREMENT FOR THE 2 Analnm®4.751.11.O.C.I Slandom Or OTsel Cep(Fig.1)' 390 lbs 300 its 450 lbs ego IDs t6M 105 270109 280 lbs 354lb% 740!4; 374!as 6G11ts 016 lbs s9 tte OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archc(s @ 1.75•MIR O.C.I Slal�m(m Olael)C11p(ng.2y 4B0lbs 700 IDS IIIA IIIA II/A IIIA 300 lbs IIIA IVA IIIA IVA IIIA 6132 los BBS its 112011, CAPACITY(FROM THE TABLE)OF THE SELECTED .. 4Anch5m 0O 3-Min.O.C./(2)2a6AngteCBpsl(R9.3y 72O IDS 760 Its 680 los ISM IDs ICBG lbs 640102 660102 IIIA 76o10s 7481bs 880 toe 682lbs 665106 t1271[e MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Ar%ton Q 0.54'hnn.O.C.I UCep,Into.100'Alum.(Fg.d) ,IIIA IIIA IUA IVA IIIA NIAIVA NIA IVA IIIA IUA IVA IIIA wA tz6710e CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arctor!FCOp(Rg.6) IDs lbs 195 lbs 225 lbs 445 las ezz les 1351os 1/011, to los 1101Ds III lb, 311 n, 41111, 110112 2znw 260111 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBVISBD 2Anclnn 01.15'111.MCI FClIp t9g Gy 240 Jos 350!be urn ?VA NIA IIIA tro 1Ds uln tun N/n t9A tun 3t+109 4Az IDs 6so IDs ANCHOR CAPACITY TABLE. as complying whh the Florida Bugding(boo . �-1.250' lcoepdmca loo I -.�� FIGURE 1: FIGURE 2: rP 0r1,Delo TABLE NOTES: • • • • 1n. • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miami adc Pro uc1 Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \`ttt l 1 1 1 1 1117 777 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,r ••'`"•••<<c�� FIGURE 3: ,��,•'��GENSfi •.. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.04' `r'' '•,i4 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �� lJo.58705 Fla • • • SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. BE USED IN PAIRS.. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3011 SPECIFICATIONS.HOLLOW AND - %'Cl �.L �� ;' CU, FIGURE 4: FIGURE 6: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 400.WOOD SHALL AU'•,• g-ATF BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 624• FCO1tt01•,.•'�\ • • 6083•T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND -1 ;Fs '••••••.. • ANCHORS INTO METAL)SHALL EXTEND AT LEAST 3 CREW THREADS BL STEELTO BEAT LEAST.125- IEYOND HE MATERIAL. /A. LY�CKANDA36.ALL NNAL R,P. • #10&812 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S•OR 410 S.S. 1.25'X 3.94'x.024' A.LYNN MILLER,P.E. • MULLION FL P.E.#58705 TABLE12AA Mulllon Ca acct Table Ibsh'e Opening Width(forerticaly-spanning mullions)or Opening Height(for hodzonlely-sparWng mdlions) 60 In 601n 101n 601. 9oin 1mN 1201n 14014 160m x'fimK 0 [17 engulOr hep/ixang. Itoatongular Trep7Mang. Reelenguler 7repfTdnnO• lee, eW9dor Trep'Tdang. 11.10npular TropfTdong• Reclarigdar lbpTden0• Rec!an9el. Trepr0lmg• Ndenguler Tlewflang. Reelmg lar ireplTdOng. �,`�� 2 x 4x.25ading Loafing Loafing Loadng Loafing LoadnB Loafing Loafing Loafing Lowing Loadnp Lopdnp Loafing Loafing Loadn9 Loadnp LaadnB Loadn9 n:' 12 Alum.Tube �• .8 L' P _ _ �• F .pa .+=• p _ a .F F_ ;:• .UFS ^ox ; Mulllon 8gGgB c5 i3 t9` 6 �S � 3X 3 6 li g� IS &� bbcKD bN421n 620 170.0 435 170.0 744 170.0 470 170.0 glib 170.D 5m 170.0 892 170.0 fi19 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 170.0 621 170,0 1883 170.0 521 401n 7m 170.0 524 170.0 BSD 170.0 584 170.0 m2 170.0 630 170.0 1133 170.0 1561 170.0 1275 170.0 677 170,0 1417 170.0 600170.0 1700 170.0 680 170.0 1683 170.0 080 170.0 2267 170.0 680 J50.625In 747 170.0 863 170.0 1196 t70.6 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 470,0 756 170.0 1793 170.0 766 170.0 2082 170.0 766 170.0 2391 170.0 756 •> d s U) 541n 797 170.0 612 170.0 656 170.0 691 170.0 1118 170,0 764 170.0 1276 170.0 BD3 170.0 1474 170.0 617 170.0 1694 170.0 856 170.0 1813 170.0 801 170.0 0231 170,0 861 170.0 2550 170.0 861 W� C)60 In 865 170.0 701 170.0 1083 170.0 791 170.0 1240 170.0 078 170.0 1417 iT0.0 944 170.0 1594 170.0 BBB 170.0 1711 .170.0 1033 170.0 2125 170.0 106] 170.0 2478 170,0 1003 160.8 2680 170.0 1063min 930 170.0 745 170.0 1116 t70.0 550 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1873 170.0 1078 170.0 1858 ,170.0 1122170.0 22]1 170.0 1169 168.7 2557 170.0 1171 145.9 2557 170.0 11716614 874 170.0 769 170.0 1169 170.0 903 170.0 130 170.0 1002 170.0 1656 170.0 1086 t70.0 1753 170.0 1165 170.0 1948 170.0 1210 170.0 23M 170.0 1275 161.9 2437 170.0 1288 132.0 2437 170.0 1288721n 1Om 170.0 878 170,0 1275 170.0 1009 170.0 1433 170,0 1128 170.0 1700 170.0 1223 170.0 1913 170.0 1316 110.0 2125 170.0 1387 145.6 2184 170.0 1480 124.0 2184 170.0 1520 109.2 2184 170.0 1530Te In 1122 170.0 817 170.0 1318 170.0 1080 170.0 1670 170.0 12m 170.0 1791 170.0 1322 165.1 1960 170.0 1121 148.8 1960 170.0 160 123.8 1960 161.8 1548 100.1 1960 184.0 1535 92.9 1960 182.7 1531 IL rcz 2 781. 1151 170.0 967 170.0 1381 t70,0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 1527 1861 170.0 1474 137.4 1881 tm.1 1600 114.5 1881 147.3 14730:01 1061 139.8 1459 85.0 teal 137.8 1454 Q J d' min 170.0 1326 170.0 1114 148.1 1398 156.0 1219 127.8 1380 136.0 1183 111.3 1398 121.3 1178 09.4 1390 110.2 1162 89.5 1398 101.8 1197 74.6 1398 m.e 1122IJ9B 02.7 1105 55.8 1398 70.9 1096 ZQ min 147.4 1229 151.5 108 122.9 122A 127.3 1078 105.3 17lB 111.2 101 82. 7229 98.9 10{4 81.9 1229 89.8 1029 73.7 1229 82.4 tole 81.4 1229 12.2 8931229 65,9 977 46.1 1228 62.1 061 rG,. o01014 fOJ.S 071 105.3 en 08.3 971 09.0 862 74.0 071 77.2 819 84.7 871 88.4 037 57.6 971 61.8 826 61.6 071 66.5 816 43.1 871 49.0 786871 41.0 782 32.4 871 40.3 711 "Cn N111 In 05.4 919 97.3 032 78.5 019 61.9 319 BS,I 919 70.9 506 59, 819 62.9 784 63.0 BI8 50.7 764 47.7 919 61.8 774 39.7 919 44.8 7m919 40.24- 13.7 .8 919 37.1 732 W X _12014 75.5 788 78.0 718 62.0 7m 84.6 705 63.9 7m 55.8 685 47.2 7m 40.4 688 41.9 786 44.4 077 37,7 786 40.6 688 31.5 768 34.8 651780 31.03.6 780 20.4 631 d' ([) (n 144 In 43.7 646 4{.2 1104 36.4 618 37.0 4m 31.2 618 31.0 481 27.3 618 2a2 d35 24.3 618 23.3 478 21.8 548 '22.8 474 10.2 618 iB.5 484 15.6 646 17.2 546 16.6 MB O IN Q P O Z TABLE12B ANCHOR CAPACITY ADJUSTMENTFORMULA: m0 s) AnchorCo nelly Table(lbs) - ANC HORCAP.,,,,,,,,,� E �m� SuOstmlo: 2.7K Corclde 36N Ca9C. Ilrgaw(24U F01edC1,ID PTWoad LINd (DP,,,)X( }=ANCHOR CAP_ NIC Elco 114'SS Ek NIC Eko 1/4'SS Elco 810 sled 012 SIcel 912 Stool MULLIO'E CAP.,.H,.,,, AncltorCllp Patterns Anther Type YHr Elco UM1aan if4'Ekoullrac0n uM19acon aIVEk.181raorl 114-ExoUllacon AggcOdor UM1mcm Aggn:Oda screw(G5)Screw(c5) screw(CS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgt Clslance 6n) r 2-vr 1• 2-1/z ave' r 2-112' 1• 2-112' T a1f6• r 0.49• 0.54• a.R4' CAPACITY REQUIRED'CORRESPONDING TO AN EJnbCOnd11 on) faro' ty4' 1-314' 1R'4' 2' W111AA 1-114' 1-114' 1-114' /•114• 1.114' 2' 1-3'8' 1S'B' renes ACTUAL PRESSURE REQUIREMENT FOR THE zAncrors 4.75'1,11n.o.c.IstamaV of Oftel C9p(Fq.16z) 3m tbs 3m ms Oso IDs IIBOIte t6S41D9m 1� 361 lbs 74mc6 3r4 los subs as ms 311 ms 4nz 116 5so n6 OPENING,WHENIT IS LOWER THAN THE MULLION 4 Ancnorsg2.6e'cu.o.c.Islatoaro(a Offset)Cup(7115.3y 740 ms 740 ms 63D lbs 14as 1t• 14z41D' 5000. IIIA ms1Da Rm am lea um mziDs Das Ice flplta CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors 1.71•e11n O.C.I Slandam(ar 011se0 Cup(Fig.415 BSS IDs 0:01 768 lbs 1948Ibs II/A IIIA05 rte R/A 799 has Iun IUA IIIA 1D221CS 13271es 16m ltc MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ancrars Q 3'Idm.O.C./(2)215 Angle Cups/pig 57 780 lbs M.. Sea lbs 1560 ILS 1m61Ds5m Ws RIA 760116 748 lbs 8m the OR IDs 682!as Bm Re 1120 Ns CAPACITY WHICH MAY BE USED TO QUALIFY 6Archors Q 3'Min.O.C.I(2)25 Angle allps l ing.6)' 11701bs 1170 IDs 1020lbs 23401be 28441Ds840109 IIIA 1140 lbs 1122lbs' 13211D5 28M Ins 1022105 1327 MS 16m ibS ADDITIONAL ANCHOR OPTIONS FROM THE , 3ArctgrsQl.Si'LIIn.O.C./UCOP,Into.125 Num.lFlg.7)' IIIA ILIA NIA ILIA IIIAIUA IIIA ILIA IIIA ILIA thA NIA ILIA 10731 ANCHOR CAPACITY TABLE. 6Amhom@0.61'1,114.O.C./bCll,Inlo.12^Num.(Fp.B) IIIA IUA IIfA IUA IIrAIUA NIA IUA IIIA IUA IIIA IIIA IUA 21 IQs PRODUCTR6VISBD p 93 complying whb The F10ri 2 h0MQ268'I.Iln O.Cl F-Cl1Pp` 9) 370103 3T0IM 516Ihs 74911e 7121te2m lro NIA 3181Ds NIA 440 IDS ILIA 311105 442 na rb0 in, BugdIM coda ' 3AM1105Q 1.71'Min.O,C.IF43ip(M.10' 4431bs 5251Ds 3791bs 9731m IIIA0531Ds t11A 098Itn IUA IV., IUA 611105 661Ns ala He - occptane9 NO �j•�! NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALLIES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: - FIGURE 2: FIGURE 3: FIGURE 4: 2.000' le7N ad;PrOdud Control • • • • • • • TABLE NOTES: j 71111 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR • • • • • GENERAL INSTALLATION METHODS. \�a'�.•'7,7OENSF '•.'E' FIGURE b: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. ' • • • • 25D'� - 4.000° _ D1 No.50705, • ••. • •, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE ! - • • LOCATIONS. ' SIATE 0- �V� FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ':('� •.,FCOR101; '' • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �S •""•• ��,�� MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(16 2"X 4'X.25'MULLION �'//°8/OW- s� '�, :; • • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN MILLER,P.E.' THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. FL P.E.1156705 TABLE13A N y Mullion CapactlyTablo IbetW) Opening Width(for%erlicaly-sparclrg mUlions)or Op oning Height(for horizontaly-sparr7rg mU0ons) 601n 60 in 70ln80In 001n 100In 1201n 140 in 100 In Ow o RmInnguiar, Trop`Tdong, Raciongdar Ttep7dang. Reclsneuler TreptTdong• RoclenSder TrapRdang. Roclangular Trep/Tdeng. RaOwtAer TrapTdang. Raclaneular Trap/TdenB•[17 ngder TispRdang. Roclongular T�epllileng. Xpo 2 x 8 x.26 Loafing Loadng LoadnA Loadng Lowing Lowing Loadng Loafing Loading Lowing Lmdng Loedm11 Loadng Loadingdng Loadng Londng 'Loadng 'Sao . oY z v AIum.TubO p x a p y p p p n n p p z• 22 r a a z• x s z: Mullion 'Fa Aa e.. o ... 'a-. 3 3� aaa 3 a s � a s �E a$ 04313 8 1904Ig f3 t7u ssg 421n 170.0 020 170.0 435 t70.0 744 170.0 478 170.0 888 170.0 500 170.0 092 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 1735 170.0 621 170.0 1083 170.0 621 .OIjJ U1 48In 170.0 706 170.0 524 170.0 850 170.0 584 170.0 DB2 170.0 030 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 880 1083 170.0 680 170.0 2267 170.0 040 .50.625In 170.0 741 170.0 563 170.0 893 170.0 631 170.0 1046 170.0 604 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 7708 756 170.0 1703 170.0 756 2092 170,0 156 170.0 2391 170.0 756 54 in 170.0 797 170.0 612 170.0 958 170.0 391 170.0 1118 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 '170,0 658 170.0 1913 170.0 801 2231 170,0 661 170.0 2550 170.0 881601n 170.0 865 170,0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 990 170,0 1771 .170.0 1033 170.0 2125 170.0 1063 2478 170.0 1003 170.0 2833 170.0 1063631n 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1070 170.0 1859 170.0 1122 170.0 2231 170.0 1169 2803 170.0 1171 170.0 2875 170.0 1171 681n 770.0 074 170.0 789 170.0 1169 170.0 903 170.0 13M 170.0 1002 170.0 1650 170.0 1080 170.0 1753 170.0 1155 170.0 1940 170.0 1210 170.0 2338 170,0 1275 . 2727 170.0 1266 170.0 3117 170.0 .1286 Z m 721n 170.0 1087 170.0 876 170.0 1275 170.0 1008 Roo 1488 170.0 1120 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1628 170.0 3400 170.0 1530 C.J.� � „� W 5 78111 170.0 1122 170.0 037 170.0 1340 170,0 1080 170.0 1570 170.0 1209 170,0' 1791 170.0 1322 170.0 2019 170.0 1421 170,0 2243 170.0 1505 170.0 2692 170,0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 o � s7_ H 781n 170,0 1151 170.0 967 170.0 1351 170.0 1110 170.0 1811 170.0 1250 170.0 1842 .170.0 1369 t70.D 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1788 E- J r 00 In 170,0 1328 170.0 1144 170.0 1591 170,0 1328 170.0 1859 170.0 1488 170.0 2125 170.0 1653 170.0 2391 170.0 1783 170,0 2658 170.0 1810 170,0 3188 170.0 2125 150.0 7413 170.0 2277 138.5 3417 170.0 2381 Q Z o 98 in 170.0 1417 170.0 7272 170.0 1700 770.0 1474 170.0 .1983 170.0 1822 170.0 2207 170.0 1791 INA 2550 1700 1852 170.0 2833 170.0 2095 100.0 3199 170.0 2330 137.1 3189 166.6 2470 120.0 3199 158.1 2428 � �d �•� �O m tOB in 170.0 1'u94 770.0 1409 170.0 1813 770.0 1047 170.0 2271 770.0 1870 170,0 2550 170,0 2078 184.0 2781 170.0 2211 148.3 2781 101.9 2333 127.8 2781 140.4 2261 105,9 2781 126.9 2234 02.7 2781 718.0 2180 N vii 1 111I, 170.0 IBM 170.0 1454 170.0 1988 170.0 1700 170.0 2293 170.0 1832 770.0 2621 170.0 2149 151.8 2032 1023 2245 136.0 2032 148.4 2216 113.8 2032 128,4 2160 97.6 2632 115.1 2120 05A 2632 106.3 2090 � � Y Y 1201n 170.0 1771 170.0 1388 170.0 2126 170.0 1859 151.4 2252 159.8 1991 135.1 2252 141.4 1004 120.1 2252 127.2 1976 108.1 2252 116.1 1915 80.1 2252 99.6 1872 77.2 2252 BB.O 1038 87.6 ?152 81.4 1804 H x 1M In 125.1 1584 128.8 1445 104.3 1584 106.1 1425 88.4 1604 91.5 1107 71.2 1584 80.7 1390 69.5 1564 72.3 1373 62.0 1584 65.7 1358 52.1 1504 56.0 1330 44.7 1564 49.2 1705 38.1 1564 M.4 1267 Q N ¢ W Z yJ a$ m in TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(lbs) ANCHORCAP.,,�,,,,, SUWlrele: 2.7k Concrete 3.5KC000. HdlrNCbIU Filled CBIU PT Wand Metei (DP U, =ANCHORCAP._ 5116"Ek* 114.05 Eko 5116•E100 114•ss Elco 0410 skcl 912 Staei 0412 Sled MULLION CAP.,,a,,,„, Anchor ClipPaltema AnWrrype. 3116'F.koUlOacon 1Po'ElcoNlrecan 31f0•EIcoUlUecon 1/1'EkoUiuecan Ulum" Agg.G.W Unrecon AggreGaW scrcW(05)Screw(G5) Suers(GS) USE THIS FORMULA TO CBTAINTHE'ANCHOR Edpo aslense pn): r F21001b3 r 2-12• ave• r 2.1n•. r 2-In• 2• 3.310• 2• 0.104• 6.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmbMmml MT 1,/4' 1.3M• 1-314• 2' 1-114' 1-1/4• 1.114' 1.1/4• 1.114" 1-114• 2' 1-318' i�mm series ACTUAL PRESSURE REQUIREMENT FOR THE , 2Anclwre@4.75 MN.O.C.161aMard or 08so1 GiD ffq-162): 3901Ds 450lbs 890 ibs 1644lbs 270 ib, 2601bs 354 b, 74010, 3741bs 661 lbs 946 1b, 341W 442 lbs 5W 1bs OPENING,WHEN IT IS LOWER THAN THE MULLION - 4Mchas®4.68'A9n.0.0./st (.o(u 080401)Clip(Flg.3): 780 Ib. 9001b3 1780 lbs 3232 lbs 540 lbs 560 lbs 706 Im 14M The 740 lbs 1272 ros 1892ibs 602 lbs 805 lbs IINibs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anchae@1.71•A1in.O.C.7 StaAwd(or 08se0 C6p(FI0.4D 1160 lbs Me lbs 2595 lbs WA WA 9401004 WA fay on WA WA WA 13631bs 17701bs 224010, MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AnclaWe @'3•Min.O.C./(2)2x5 Angle Ceps/(Fig.5): 7801G+ 680 lb. 16M Im law lbs 540 Im 560 Im WA 760 lb. 748 Iba 660 lbs 10921ba 602 lbs 885 lbs 112010, CAPACITY WHICH MAY BE USED TO QUALIFY B Morse®3•MIn.D.C.!(2)2x6 An&Gips/(Fig,O): 1560 lbs 1360 Um W201bs 3792 lbs 1080 lbs 1120 lbs WA 15201he 1496 lbs 17601bs 37041bs 1363lbs 17701bs 22401M ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchors 0IV 1,11m O.C.1(2)2x5 Anglo Gips/(Fig,7): 16001bs 1440 lbs 3700lbs IVA WA 1320103 WA 150016, WA WA WA � 2045105 285110, 336010, ANCHOR CAPACITY TABLE. RODUCTR$YIS®4 Amlore®1.34'IAh O.C./LLGIp,Inlo.125•Alum.(Fig.8): WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 ks ,conlplylnswAh IM8 Anchom Q O.a•kiln.0.C.1 U-Glp,Inlo.125•Alum.(Fig.9): WA WA WA WA WA WA WA WA NIA WA NIA WA NIA 2861 lbs 1--2.000"--1 omplo cet3undinBCDd 2Anchae py 4.68'MIn.O.CJ F-Gip(Fig.10): 390lbs 3901ba ,450 res 890 lbs IBIS IDs 2701bs 2801bs 354103 7401bs 37410, 836 lbs i0lbs M11Ds 44210, 56016, 1ooeptOn6o NO •4•-4V/ .O 4Ancham®1.711Blln.O.CJ F•GIP(Fq.I1Y 6901004 70010, 60510, 1288IDs NIA WA 470103 WA' 533 P. WA .WA WA 6821bs 6851M 112D Iba •.• �/DatO _ r /� 2G0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. . TABLE NOTES: `.fiami Dade PraJu�ol� , FIGURE is FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '\��O`'�)CEMSfi '••F'E' • • • 6.000, � .�;' •.-)t�� • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS �y r• No.58705 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _'_ FIGURE 5: Ct FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - v�1+:'-j�grs ANGLE %-U.•' I ,c l+. ..(Q • • • • • • • • CLIPS4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION .HOLLOW AND GROUT-FILLED S�/5TE Of (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED �;OX%•'•.,A'Logxv0�'•• 1Cj • • • • • o • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TG AND BE A MINIMUM OF.12,1 '•"..• .` • • • • • USEDMUSTBE N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04:1 THICK(18 GAUGE).STRUCTURAL STEEL TO �//SS(ONA�;�;5`�, PAIRS. BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X e•X.25" A.LYNN IL ER,P.E. THREADS BEYOND THE MATERIAL.010 6 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.N 58705 1 ' TABLE 14A ° dry Mullion CO ac Tablo Ibslfe '^x Opening Width(for vortically-spenningmullions)or Opening Haight(for tgriz1nlely-sponringmllliorls) gio a 501n 601n 70in '801n 901. 100 in 1201n 1401. 160 In �`O O Ralangular Tcepad.no Rectarguler Traprrdeng. Reolonguler n.prrdmg. R.O.,gular Traprrdan9. Rectangular Tre{JTdorg. Reolargular Trep7dang. Re0langular TrepW M. Rectangular Trap'fdarg. Rectongular Trap7darg. Z4 I. a w 1.28"x 2.11" Loadhg Loading LoaOing Loading Loading Loadirg Le Lo dNg Loaalrg Loading Lording Loadlne Loadlrg Loading Loading Laading Loading Loedirg ^Z O x.126"Alum _ g jT gga F R a Tube Mull $ t3 Og t5^+ 8 U� $ � i➢g :,o n'1 pg ' &$6 N 421. 1102 526 187.0 428 120.2 526 1489 419 103.0 528 138.8 qtq 90.1 628 130.8 411 807 526 134.1 411 721 528 "34.1 411 80.1 528 134.1 411 51.5 628 134.1 411 45.1 626 134.1 411 'W 48 N 90.6 403 108.0 333 80.6 403 94.7 325 89.0 407 88.4 320 6D.4 407 81.4 317 63.7 403 79.1 315 483 903 78.6 314 40.3 403 78.8 314 34.5 403 78.6 314 30.7 40.7 78.8 314 J 60.6761. 823 362 91.0 301 68.8 382 78.3 294 68.8 362 71.8 289 61.6 382 87.2 288 45,7 362 80.8 284 41.2 362 183.0 283 34.3 362 63.6 283 29.4 362 67.6 263 26.7 362 63.6 283 - _ 2 a.. . {, 64 In 67.8 318 74,1 267 66.6 318 9.1.2 261 46.5 318 57.7 268 424 318 53.5 253 37.7 318 50.8 260 33.9 318 40.6 249 28.3 318 49.1 246 24.2 318 49.1 248 21.2 318 49.1 248 CD I- 601n 49.5 258 53.1 218 41.2 256 45.7 214 35.3 256 4D.7 210 30.8 260 37.2 207 27.5 258 34.8 204 24.7 269 ,33.4 203 20,8 258 32:2 201 17.7 260 322 201 1G6 z58 32.2 201 40 '1 C7 N 427 234 45.9 200 35.8 2J4 39.1 705 30.6 234 30.7 tB2 28.7 239 31.8 108 237 230 29.4 188 21.4 734 29.0 194 17.8 234 78.8 183 15.3 234 28.5 183 1J.4 234 28.5 107 W e 68N 37.2 213 39.4 183 31.0 213 33.7 178 28.5 213 29.8 176 23.2 213 27.0 173 20.6 213 23.1 170 Me 213 237 169 15.5 213 22.2 107 13.3 213 220 100 11.6 213 22.0 166 J o srS 721n 28.8 179 30.1 155 23.9 179 25.6 152 20.4 179 22.8 149 17.9 170 20.3 147 1-5.9 178 19.7 746 x .@W 761n 24.3 981 26.4 140 20.3 781 21.6 137 17.4 181 1D.0 135 16.2 let 17.0 133 J rc�' 761. 225 152 23.6 137 188 162 19.9 131 181 152 17.6 126 Q `- ~ eN Q N O TABLE 14B zz ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(Iba) ANCHOR CAP.,,,,,,,, F XsZ�o SUslralc 2.7K Cmt.16 3.SK Cmc. H00ow CLIU Filed ClAU PTN•00d I.gdd (DP-)X( )gANCHOR CAP.,,, r0 f N16'Ekc 14'SS F.kd 5116•EICo 1/4•SS Eko 910SIcel 012SIce1 #12 IMI MULLION CAP.,.,,,,,,, W N n AnchorCllp PeRemO Anchor Typa' 31W Eko Ullman 114-Elco U11-an 3116'EkoUBmcon 9/4'Eko Ullman UAman AggaOalcr Ln AggreOalor Screw(GS)Screx(G5) screw(c5) USE THIS FORMULA TO OBTAIN THE'ANCHOR y Y Edge Mums My r 2.12' r 2-12' 3-96• r 2-12• t• z-trz• 2' 3•ve• 2 9,46• 6.61• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN 11 (0ltl� ACTUAL PRESSURE REQUIREMENT FOR THEEmbcAnml MT ta'4• 134' 1374' 1374' T 1-174' /-114' 1-174• 1-U4' 1-114' t-U4' 2 13'6• 15'6• 4a1es OPENING,WHEN IT IS LOWER THAN THE MULLION4AMhMQ3.7,9n.O.C./ 2c5An2$ecg /(Fg1J 7801[8 7001Ds 6801[4 1:67105 1�61M 540IDs ;b01Ds IOA 7601bs 749106 880 R9 16921m 6821D4 8851f6 s a•:� Z ACITY(FROM THE TABLE)OF THE SELECTEDMULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r-1.206'--I 1 complyvls with the 19orida Ouildktg CUdc OC7.�, AaYPhprcv No 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Pxplm \Dom 10 FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. = 5cax.�i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" y5iuml 7�ucly Product Control FIGUR ES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. `I _ 125. . 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L f ,,`�0,,......r•,A>j��i� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 680.WOOD SHALL BE PRESSURE-TREATED f ` \CENSE'.•F,r_ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.126" 1 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125'MULLION )1' No.56705 •''1c LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10 81112 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ; 64, %O S"ATE 7F 7S10NAL 111111117\7 A.LYNN MILLER,P.E. FL P.E.1158705 TABLE 15A Manion Ott po Tttblo{lbsH27 � A q OponingWldth(forvorlIc9lyspard. mflions)orOpbningHelght(forhodzurial"pardrigmillions) 15�X 50 to 80M 701n g0 in 90 in too in 12ofn 14 In i6oh o Rogtang�laz Rap/Trteng, ftectangtlor TrapTdang.. R.I.W. Traprruv Rectanglm Tmpr7dang, ftmtaneutar TfapTAmg. RectengUat TrapRdang. RaNmrgutar Tmp?deng. Rocfanguter Tfap7rtanB. Reatangu(or TraprtdenB. ap lc 335"3p Loafing Loafing Loading Loafing LoednD Loadirg toadn9 Loafing Loafing Loafing Loadino Loafing to no Loafing Loadn$ Loafing Loafing Loafing DEO.AL t• a ;" z` r BAY MULL � A^ a o � �u'.. �., �^ •A A^ -° �^ '� .' . it IT, 421n 170.0 620 170.0 435 IT0.0 744 1]OA 478 170.0 868 170.0 600 170.0 697. 170" 516 170.0 1116 170.0 621 1]0.0 1240 •170.0 621 110.0 1/a8 I70,0 521 170,0 1733 170.0 521 148.1 1710 170.0 521 LL1 18 to t70.tl 708 170.0 524 170.0 850 170.0 b6/ 170.0 092 170.0 470 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1117 170.0 680 1522 1527 170.0 650 130.6 ib22 179.0 680 114.2 1522 170.0 680 j = 50.6261n 174.0 747 1740 583 170.4 898 170-0 614 170.9 1618 f79.0 684 S70.Q 1505 170" 723 170A 1345 170,0 747 104,2 14{3 '1700 756 138.0 1443 170,0 760 417.3 1443 170.0 766 102.8 7443 470.0 750 _ : O o O 641n 1740 707 170,0 812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170,0 803 160.4 1353 170.0 0J7 144.3 1353 170.0 850 120.3 1363 170.0 Sol 103.1 1353 170.0 061 002 1353 170.0 861 m M F- 60In 170.0 895 170.0 70I 170.0 f00J 170.0 787 1070 1218 1700 a7B 140.1 1210 170.0 014 126,6 1218 159,0 630 116.0 1218 152,1 924 97,4 1218 146.1 Bi3 83,6 1210 148.1 013 73.1 1210 148.1 913 • J 63 fn 570.0 830 170.0 715 7700 ttffi 170.4 BRO 1642 7150 1848 833 131.{ 1150 563.0 914 116.0 1160 141.9 898 tmi 5760 134.2 gas 87.8 firs 128.7 Bit 78.f tt54 7202 870 65.7 1160 t2s.2 670 'W 13 ao m 2 60 In 170.0 671 170,0 lea 102.4 1108 105.6 681 130.0 1040 1+06 ¢84 117.3 IOIB 133.1 850 Iola 1046 123.4 839 91.4 4100 11s.e 930 78.2 1048 1090 821 67.3 1106 140.2 eia 67.1 108 108.2 BIB .z U)z E m72 to 140,8 880 147.8 710 447.4 880 1240 745 1000 880 510.0 734 840 880 100.0 722 70.2 880 02.0 742 "A 680 88.2 7W 50.7 006 79,2 693 60,3 080 78,6 880 44.0 880 76.4 1 888 � J s 78M. 119,7 760 126.1 690 1 59.8 790 10811 678 85.5 780 83-3 653 74.8 790 039 652 86.6- 790 76.9 103 549 704 71.7 635 49.8 766 tir.f 624 42,8 790 8-1 $!8 37.4 7m 61,5 617 � �2 �z Q V TB in 110.8 750 116,6 857 920' 750 88.1 81< iB.1 TW 85.9 632 092 760 77.1 621 61.5 750 70.8 612 65.4 750 65.7 605 48.2 750 59.4 594 39.6 760 66.2 588 34.6 750 55.5 506 9DIn 72.1 603 74,4 5O0 60,1 583 52.4 4a 51.5 683 64,8 483 -45.1 683 45.9 476 40.1 dip {1.f 168 341 663 40.9 462 30.0 603 30,2 452 26.8 603 33,3 445 22.5 663 31.8 442 Q F W m o rieN 69.4 ;95 61.1 443 79.5 49S 5f.5 435 426 495 44.8 127 37.1 493 38.8 42{ 330 {95 38,1 445 29.7 485 3}-2 ;99 21.6 185 29.1 400 21.2 495 248 394 18.6 485 260 390 q} W a m0 1081n 41.7 391 42.6 353 34" 391 35,8 348 20.6 391 31.1 342 28.1 391 27.6 337 232 391 24.9 333 20.9 391 22.0 328 17.4 391 10.7 3ZI 14,9 391 17.8 316 • W o ttl to 36.4 370 39.2 33$ 320 376 33.0 330 27.5 J76 28.8 JZS 24,0 370 25.3 320 276 370 22,8 376 tB2 370 20,8 312 iB.R J70 10.1 303 il' W p (q V 120M 30.4 317 30.9 2119 25.3 317 28.0 284 21.7 Jf7 225 280 58.0 .317 19.9 278 16.9 317 t7.9 273 Q M a iM In 17.6' 220 17.5 2DJ z TABLE 158 mp sp AnchorCa ItyTable lbs ANCHOR CAPACITY ADJUSTMENT FORMULA: Sutnimie: 2.1kComrete ANCHORCAP.,,,.,,,, 3.6k Com, tto9ax Cstu FEW CMU PT Wood Wtal (OF a)X t )=ANCHOR CAR,,, Eko MULLION CAP.,a, Anchor Typo 3t18'Eko UtOacon ttd"Eko UiOacan 3756'£koiDtraco0 4td'£ka Uttrar;m 114'SS Elea,6719'Eko i!4•s9 E14o 01061881 812SWI D126feel Anchor Clip Patterns Uitraan ApOreGetOl mirecan Aggm0aior Sarox(05)ficresv(05) sctaw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR EdOe pslemo gn): 1" 2.12• 1' 2-1r2' 3.10. 1' 2-0r2' 1" 2.112• 2• &I/B' 2' ode• 0.54• 0024• CAPACITY REQUIRED"CORRESPONDING TO AN £mbe6nant n: t-3td• i-314' 1.314' 134' T 1.174' t-414` 5."4• 1.114' i•U!' 1.114• 2• 13+8' Two. modes ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhora®5•Min.O.C.1(2)2tfi AngAn&CVps l(Flg,1)' 390 Ws 39016s 45910s 890lbs 1700Ipa 2701bs 2801bs 3541ba 7401ba Jiq lbs 72b IDa 9481bs 3411b0 4421bs W916s OPENING,WHEN IT IS LOWERTHAN THEMULLION q nmmro 3.5'Mtn O.C. f2}206 Angk CBps ttF1g.2}: 780 ras 7808rs 760(bs 1571}tbs 2a2Slss as ibs 560 tba wA i T2s lba 718Ito 080I6s 789215s 682 lbs ambo 1120 tbs- CAPACITY(FROM THE TABLE)OF THE SELECTED e Anotrola®2.71'Min O.C.I(2)20Aipk pips/(FID.3): 1120160 1120 lbs BSB Ib9 224616s I2zs4 ma mon e4R Ibs wn tos9lbs mon1320lba WA 1022 ka 1327lba 1500 tbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY - ADDITIONAL ANCHOR OPTIONS FROM THE IRODUUT REVISED FIGURES: ANCHOR CAPACITY TABLE. uwmpfytng.xlUlthaNto 4n ' TABLE NOTES: fundingOodcumplonco N014-- ,{ �' i •- t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. �,s`pimt; at �•--1.FJ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. %4iaml ado Pr uct Cohtml FIGURE 2: - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. t11I(1117 , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-21 •125"'• `y� try LYM • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. :� �O -30.- FIGURE 30• 4 ,•''V10EN,5F••<<'ti`,Q�:- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' 3.250" .7i-: •'.��''� .. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC!301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED � No,58205 FIGORE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ♦ .. ♦ • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083•T5 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 3p•BAY '�� •t eZ• 0' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDs:•�J AfULL10N �'•, SL 174 pJ„•. • • THE MATERIAL 7110&1112 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. - ORIDP •' �` ANGLE CLIP(FIGURES 73 ,.)MUST BE USED IN PAIRS. - . . '��S ;\., ��- AJLYNiUIMILL�R,P.E. , FL P.E.#58705 TABLE 16A 4 mullion Capacity Tabtp Ibstel FItl OponingWitlih(CorreNcalysparingmtlltonms)olOponingHolght(for horizontely-sparcingmtA[ons) c! 5 SO In 60 in 4Jpq- .7o to B9 in 901n 100ln 1201n t/O in 1801n ro @ o Rectang.ler TrapRdarg. Rectangular TtspTden9. Reclan0.der 'n fVrdarrg• Rectangtier Trap'Tdang. ReclenguW TtepTdmg. Rectangder Trap/rdang. Reetenguim Tr .9. Roclars914ar Tiap'rrtang. Ractan9�la Ttap?dane• " oo 3.26"46 Loading Loednp Loading Loading Loadn9 Loading Loading L0adn0 Loading ,Laedrl9 Leaning Loading Loading Loadng Loadng Lading Loadng Loadng oYa v7- •tl.. .'' L• d A b L• L• L b,DEG.AL L L• 0.' BAYMULL ° TH ak 5k. k k.5YSk� d$ 1g z a 421n 170.0 820 770,6 435 170.0 744 170.0 478 rro.o 888 170.0 508 170.0 092 170.0 519 170.0 1118 170.0 521 170.0 1210 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 $21 180.3 1871 170.0 521 J. W 401n 170.0 708 170,0 524 170.0 850 170.0 884 170.0 992 170.0 830 170.0 1133 170,0 661 176.0 1275 170.0 677 170.0 1417 1,170.0 680 163.7 1837 170,0 600 140.3 1637 170.0 660, 12L8 16.77 170.0 68D n = 50.6251. 170.6 747 5780 1,83 (70.0 890 174.0 031 1780 10{8 176.0 68{ 170.0 1191, 170.0 723 170.0 2345 170.0 747 270,4 149{ '170.0 756 247-t 1552 170.9 750 528.1 1552 170.0 71,8 itOA 1552 170.0 750 �g CO 541n 170.0 797 170,0 812 170,0 0511 170.0 691 170.0 1118 170.0 754 170.0 1271, 170,0 803 170.0 1434 170.0 037 155.2 U55 170.0 950 128.3 1455 170,0 881 110.0 1455 170.0 801 97.0 1455 170.0 &11 m • o O M 801n 170.0 885 170,0 701 iTp,O 1063 170.0 707 170.0 1240 170.0 870 157.1 1309 170.0 944 139,7 1309 170,0 906 125.7 1309 103.5 994 404,8 1300 157.1 862 89.8 MOO 157.1 982 78.8 MOO 157.1 982 F 83 1,t 170.0 930 SIO.p 745 170.0 1118 170.0 850 71,2.0 #;7 170.6 944 242.5 1247 16{.5 98J 126.7 1247 162.8 965 114,0 5247 144.3 952 95.0 124? 1382 938 81.4 1247 1354 935 77.3 1247 135.7 935 2 W _� 06fi 170.0 077 170.0 709 170.0 1169 170.0 00.} 146.4 1190 163.7 065 129.0 1100 147.0 045 115.4 11g0 138.5 028 10319 1190 128.4 914 60.5 1100 118.5 696 74.2 1190 118.1 693 04.9 1100 118.1 803 Z !� 10 32 m 72 In 161.8 Wi0 769.8 077 734.7 1010 t44.8 859 115-4 1010 127-2 642 101.0 1010 114.7 828 888 1010 105.8 817 80.8 tO10 08.0 OD? 61.3 1010 80,8 795 57.7 7610 87.8 700 50S 1010 87.7 768 j $ IL T89t 237.4 908 143.6 792 114.5 800 122.0 715 98.1 808 t07.t 781 85.9 840 98.2 749 78.3 908 882 738 88.7 9IX3 82.3 728 57.3 9118 74,7 710 49.1 am 71.2 710 42.9 903 74.8 708 `� &&Z .E 78 In 127.1 881 1325 754 108.8 881 172.6 738 90.8 BBI 88.8 725 79.4 *6WOI608...j5 713 70.6 801 81.0 707 03.0 881 75.4 084 53.0 Wt 66,1 881 45.4 861 04.5 075 39.7 881 63.7 672 (- �- .--OOfi 8x.7 8{8 85.4 574 08.9 848 72.1 56{ b9.i 848 82,8 854 51.7 545 40.0 646 50.9 537 41.4 640 47.0 530 34.5 046 41.5 510 29.5 Bd8 38.2 511 25.0 848 36.5 507 QZ90TH 882 508 70,1 568 58.8 588 58.4 499 48.7 588 SS.4 482 42.8 q63 37.9 588 41.4 476 34.1 WO 38.1 470 28.4 568 33A 450 24.3 508 30.5 452 21.3 888 28.7 447 � W"' d0 1081n 47.9 M9 4Q9 405 39.0 449 41.2 399 34.2 449 35.7 193 28.8 419 31,7 307 26.0 U9 29.0 382 23.0 449 20.1 SST 20.0 440 22.7 380 17.1 449 20.4 381 15.0 449 18.9 350 W 0� III to {4.1 ;25 45.6 '385 36.8 425 37.8 379 5Lb 725 32,8 373 27,0 42S 28.1 307 24,6 426 28,2 38x 221 421, 24.0 358 ie.i 4x5 20.7 350 15.8 425 18.8 343 W Y t20ln 34.9 384 35.5 331 28.1 384 29.8 328 24.9 544 25,8 321 2LE 384 22.8 317 tR.4 384 20.5 313 27.5 384 28.7 349 d Q S 5 144TH 202 253 20-4 233 16.9 253 17.1 x30 .c( Z O O TABLE 16B g= d0 U) ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca ac) Sable bs o Subsimie: 2.7k Goacreta 3.5k Cont. Hou"W u ANCHOR CAP,,,,,,,,, --- Fitted Chiu PT WaiO hieiai iD�,)X t ,=ANCHOR CAP.,,, 6/t8'Eko 114.3SEko 5118'Elao i!4•SSEfco 010 Steel m.steel 8128tcel IT CAP., , " Anchor typo: 3176•Eka Uitrecon 214•Eko Uft.. 3118•Eke UJI mn 1/4•Do UOracm Anchor Cgp PattemB UlOacan AOOIOGW. wimcon Agg.0ala Sotew(G5)acm035) Wow(C35) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eepe IXslenca(ink r z-trz• r z•tn• 3•ve• r 2-trz• r 2-trz• 2• 3-119• z• o.be• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING 70 AN Embaemenl Onk 1.3/4• t-314• t-314• 1•v4" r t-774• )-114• t-v4• 1414• t-114• 1.174• 2• 1dB• fa'3• canes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anmpra®5"A11n O.C./(1)xaSAnplo Oips ryFtp.1): 3901bs 3801bs 4501Da 8901bs 1700140 27011,s 2001bs 3511bs 740lbs 374 ft 7201bs 946 Ib. 3411bs 441Ib5 .5601bs OPENING,WHEN IT.IS LOWERTHAN THE MULLION 4 Atwhors Q3.5'86n O.G t{2}2a5Asglo pipa!(FIp.2}: 780 Lbs 786(1,1- 790tb5 1078 ass 2525Oxs 540 ibs S60 Lbs Wh 11241bs 740 In, 880 ilw 1692@s 682 IN 885as 2120 Lbs CAPACITY(FROM THE TABLE)OF THE SELECTED O Anchors 02.71•h9a O.C./(2)285 Ante pips/IN.3J: 11201ba 112011,5 9581bs 2240106 22541bs NIA 840145 NSA 1P591bs NIA 132011,0 NIA 102208 13271bs IWO lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR " CAPACITY WHICH MAY BE USED TO QUALIFY ' ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE I: ANCHOR CAPACITY TABLE. a1-comWYfi(4 ari811hc Plnrids Buiitib6; /1 Il TABLE NOTES: COdcAux(+trncallol. fGs�,JL urUOte Cy.J�r 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 13}' hiian5l adt Pro4uci Corstrol`-'� . _. FiGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �� A'( 4 �i•" ��q@ ........ • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21•23. ,125'--•' 45'--...� ,�� ,'\"1GENS� •. +(t ,, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. � q: „ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" No,58'/05 _ FIGURE 3: CONCRETE BLOCK UNIT,CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED -y;- • ♦ • • YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND q5°BAY ;(� STATE • SHE MATERIAL.7310&7112 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION :.c� '•.•.FL ORtO?.•'• •\? r ChS,S . ._ ANGLE CLIP{FIGURES}3}MUST BE USED IN PAIRS. � _ 7/!77 j•..... iG A.LY t�MILLER,0'.E. FL P.E.#58705 F-1.000'-I i--1.250'--I U o" •� pc --I 1.000° r- --I 1.000" r•-1.286•--I i(g'0 0 •-•1 1.000° (-- --( F. L1.000' _-1•1.25' 3.188' 2.750' 2.750' -.125° 3.125" rL -.-12.152" N-.125' w'1iS• 2.000' 2.000" o KSryx D 265" O125' .6550"x-371W 376' .500' o 0 -i -F i soo• F i 1'X2-X.1251'X 2'X.375'MULLION V X 2.75'X.375'MULLION 1"X 2.75'X.650'MULLION. -1'X 3.125'X.5"MULLION 1.25•X 3.188'X.265"MULLION 1.26'X 2.11'X.125'MULLION 7) m x 006376 ALUM. 6063-TG ALUM. 6063-T6 ALUM. 8D63413 ALUM. 6063-T6ALUM. 6083-TB ALUM. 8063-T6 ALUM. a 0 X-SECTION X•SECTION XSECTION X-SECTION X•SECTION XSECTION XSECTION CO Z M F 0 . f -.125° {-�r-..125' �I-_.126• � � ? `.f Ir TABLE Az LU o FSTANDARD CLIP I I 2X5 ANGLE CLIP Dimension Value(in) For Mullion: � C, 6063-T8 ALUM.. 6063-TB ALUM. u �q 2.000" I XSECTION I 2.125' 2.000" X-SECTION 125 A 1.825 -u �• T 1 1 6D6U-CLIPUM. I ' B 2.854 1"X2"X.125' U .125' X-SECTION - L C 0.895 Aluminum Z 0 Q N o Tube Mullion Q Z Z rzz b c .125' _ D 0.740 Q o 0 60 L Z N O . L �I.740'f-- A 1.125 1"X2"X.376' W 0 5.500' C 0.836 52 Aluminum j N 3.125° CUTHERETO 375' Tube Mullion 0 Q, 0 •375" CREATEF-CLIP,SEE MIN. F�5.000• .375'MIN. D 0.490 Qa t Zm0 O MIN. - DETAIL F,SHEET 4 -fl.338-MIN. A 1.875 r-------� r-------� B 3.000 1"X2.75"X I I I I I A A I U•CLIP A - f-------1 . L_ _____J t________-I 806376 ALUM. `- ---- -----' 2X5 ANGLE CLIP C 0.767 .375 Aluminum _ 70PVIEW 0003•TBALUM. D - 1.116 Tube Mullion TOPVIEW Lt STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1.312 1"X2.75"X ZCETER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCIIOR HINTHE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1116. B 3.000 .650" SHEETS5-17FORTHE ANCHORO.C. - WITHIN THE DASHED - - .. C 0.476 AlUmInam ' DISTANCE-MAXIMUM ANCHOR HOLE BOUNDARY.SEE - DIAMETER:ANCHOR DIAMETER 1/16•. SHEETS 6-17 FOR THE D 0.636 Tube Mullion ANCHOR O.C. TABLEBRODUC•TRLVISUD DISTANCE.MAXIMUM POT Part# A 2'000 mcoronlylu8witluheNloriJa Mull Dimension(Sheet Tl) 1"X3.125"X undln cWc 6.500' .375' ANCHOR HOLE C 2.637 B DIAMETER:ANCHOR Mullion Std:Clip Offset Clip U•Clip Angle Clip C 0.863 •600'Alum c1vire"ca Nn .375"yl -I MIN. DIAMETER 1/16". Tube Mull yiB t otc MIN. 1"X2"X.126'(5) 66605 666113M 6661118M 666243M 888511M D 1.137 1"XTX.375"(6) 866006 666l14M 6661119M 666244M 666512M A 2.825 bliarol edeProductControl 1.25'X 3.188' 1"X 2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M B 3.282 X.285'Alum I I I 6 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M C 0.862 Tube Mull �1 �i I --- - D I D 1-762 •\�� ON.. ...... 4?/�� u i '1 1"X3.125"X.500•'(9) 66837M 6661116M 6661114M 666242M 666516M ��,•�tcErlsF '.F� I I I 1.26"X2.11"X �. I I 1 I 1.25"X3.180"X.265"(12) 66841M 6661117M 6661113M 668241M 688516M A 1.813 .121°Alum `'�.• }�=- -------J ----- t, 140.58705 Tube Mull I - 1.26"X2.11"X.125"(18) 69370 WA NIA WA 866517M _ - I C OFFSET CLIP NOTES: •�Xl �- �TE,LLj 157/11` 125, 8063-T6 ALUM. I TOPMEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ��\•, , Ot, r�\��;\ .740'-i---�-I •.,COR10• 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. 'J�,�s`S .. n tY�MIULERj P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ - FL.P.E.#58705 y 1.000' f"- .1 1.000' (- 1.osz" �- .740" ,083' .305 e 4 av f .0062' .438' �~ i2'tj p o 4.000' 4.000" 4.000' I "•125'STANDARD CLIP I 04� 2,625' 2.000' 600.76ALUM. 4I .2,125' 325' 2.000' 2X5 ANGLE CLIP XSECTION U-CLAP t83-T6 ALUM. I 6063-T6ALUM. .125' .125" 1 •125" I 80XSECTION L X•SECTION ,126" N .031"f 7- &N Ua•}(U { O 1- •125 156'-+ CENTER OF ANCHOR HOLE MUST LIE WITHIN THE j LU •376' .375" - DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE w ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1:X4'X.125'� 1'X4'X.376' 1'X4'X.375' HOLE DIAMETER:ANCHOR DIAMETER+ilS6'. 'rn MULLION MULLION 'T'-MULLION 6.500" m V) O - 8(783.78ALUM, 6063TOAWK 6063.76 ALUM. GUT HERE TO .375 3.125' .375' 5.400 cc q X-SECTION X-SECTION X-SECTION .376' `(_CREATE F-CLIP,SEE }- '-t ' MIN. DETAILF,SHEET4 rC - MIN. Z .376" z ttt z m' r-------'a r-------�- --'--------- CENTEROF r__-'"----- �� $ 4 0� ANCHOR HOLE �j � j MIN. j 6 l 1 I MUST LIE WITHIN I y J E- 1 t I THE DASHED i 1 Q J t BOUNDARY.SEE i i 1- Uo 2.875"F -�---- I '-�•--"-t---- SHEETS 5-20 FOR F - -1---------t Q LO Z r THE ANCHOR O.C. I 1 rL Z - o 3.94' I I I I F DISTANCE. 1 1 N Q m ?i O 2- 3.250' I I y I I MAXIMUM I j (n Z 3.25D' ANCHOR HOLE y ! W O DIAMETER; I i of `«0.1 YC�ITER ANCHOR .___________tDIAMETER+VIE`. - ___ Q O .100' 624' 624' � 2X5 ANGLE CUP :2 ..Z-o Z _ STANDARD CLIP U•CLIP 6063.78 ALUM. - ' m(' OFANCHOR HOLEMUST tiE6063.76 ALUM. 6083-70 ALUM, TV£VJD N ��--i.820`}-� �-i .824'tom- -moi,820'H-- THE DASH0.BOUND LISTNY. FE TOPVIEW TOPVIEW 1.25'X3.25'X.100' 1.25'X3.25'X.824" 1.25'X3.94"X.824' SHEETS S-20FORTHEANCHOR D.C. TABLE TABLE C,CONT. MULLION MULLION MULLION - DISTANCE.MAXIMUM ANCHOR HOLE Dlmanslon Value For Mullion: Dimension Value n) For Mullion: 6005-TS ALUM. 0005-TS ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER+1116'. X•SECTION XSECTION XSECTION - F 3.687 I'X4*X i-9 8 1.25' 3,25' O 1.000 .125' G 0.500 X.624' 3,489" 5.500" H 2680- Aluminum -H 1.438 Aluminum [---2.661-� I 3.000 Tuba Mullbn I 3.260 Tube Mullion -•� 125 C- EF 125 MIN. N. -_-_'-_^� .376' F 3.187 1'X4'X F 2.626 1.25'X3.94' 1.377" G 0.767 .375" 0 1.126 X.024' _-- ---.., r_______� H 2430 Alunlnum H 1.500 Aluminum r+oampjSlmlwiOalhc Ivid3.000 Tubo 8'T' t 3.250 Tube Mullion 3u2.2b0( �a4•: flair..125" I I I 1 I 0.760 X.100" F 2.875 45°Ba Mull3 II I I I I t wo.125' 2250' t 1 t Iunl adc Product Connol "30°-t- H - i 3.260 Tiba Mu6ton3.26046'BAY MULLI3.250' I i i i TABLED30'BAYMUIUON 606346 SECTI N _L--__-_-� 1 LMull DImeaston PGTPartN6063•TBALUM..' I XSECTION a1X-SECTION (shoetN) Mulllon Sid.Cll Otlsetcll U-0II An le Cli '� ••'P P P 0 P ,•. �\ 1,1GENS6 '•,'P C,, OFFSET CLIP i'X4'X.125'(10) 69364 W111M W1122M 66624IM 666518M P: _ T t .125'-- I 6063T8ALUM. 1`X4'X.375'(11) 66610 680112M 6681123M 668242M 666519M = �y No.5670:; 'fir .221-J�-"•,981"+� •226` j--,961'"• .740" TOPVIEW I'X4'X.375^7(11) 86853 6WI12M W123M 666242M 656519M NOTES: 1.25'X3.25'X.100•(13) 20160 . 6661127M M1124M 6662410NI 6665115M _- 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET 1.25'X3.25•X.624'(14) 20161 6661128M M1125M 66824i1M 6665116M 33••'• Z p/ ` 8 ATEF f(J: 1.25"X3.84'X.624'{18) 20162 6661117M 6681 i26M 666241M 08051TM Yi�'��'•-,fitORt4F',r'•��`'` 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 OoBroo(19) 86649. WA WA WA 6685110M 'i lS'Si �-� 45 Dagrea(20} 68650 NTA WA WA 66851..M ��rtr�ONAO�''\.',;- 3)SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS, A.LYtJt(1tM1LLtR,p.E.- FL('.E.#58706 TABLE E � v Mull Dlmonslon PGT Part# shoot# 125 ( ) Mullion Std.Clip U Clip Ang16 Clip ``' 2"X4"X.25"(16) 66602 666261M 660271M 6665112M oY 2"X6"X.25"(17) 06604 666262M 666272M 6665113M I STANbARO CLIP U-CLIP 2XS ANGLE CLIP �=4°z 0 6083-T6 ALUM. ALUM. 0063-TB ALUM. NOTES: 2.000' I XSECTION 2.125U� 6063-TO XSECTION 2.000' X•SECTION LO 9!N . 811)HOLES TO BE DRILLED IN 711E FIELD FOLLOWING 125' .126' F..126' NED DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L Z2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I • � O HOLE LOCATIONS. 1.490' J W 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. - 6.500' � � � - _ CUT HERE TO - 5.000" 375' W U O 3.500' x. --......111�r Y CREATE F-CLIP, m O I-' 2.000' .375 T SEE DETAIL F, 375' f .375' MIN. Do Z m MIN. SHEET4 MIN. F Z r-------- ------------ 4.000" -- ----- ------------- e m -------- i Z w P 4.000' �- -I=- --- --I- 3.438" - +--- 3.438' Z _ .250' 2'X 4'X.25' I I o MULLION I I I 3.438' j I Q:Q,Z"W 6063•T6 ALUM. j I I co X-SECTION I I I I I I .375" - Z --------� - L---------------=-----� MIN. LU U Y. fEER of STANDARD CLIP _ 2X5 ANGLE CLIP :•Q 0 U-CLIP,8083-TB ALUM.OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. /CENTER OR 2"X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6083-T6ALUM. Z.250' THEDASHEDBOUNDARY.SEE TOPVIEW TOPVIEW WITHINTHE DASHED BOUNDARY.SEE TOPVIEW •ga >O�O SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE.MAXIMUM ANCHOR HOLE F ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLEDIAMETER:ANCHOR DIAMETER Via% E DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER�1116'. SHEET 5-20 FOR THE ANCHOR O.C. ' - 5.600' DISTANCE MAXIMUM ANCHOR HOLE ' CUT HERETO DIAMETER:ANCHOR DIAMETER*1118. 5.000" 2.000'- 3.500' CREATE F-CLIP, I_- "-I .375' _I .375 SEE DETAIL F, _I_-.375' MIN. r SHEET4 MIN. rY MIN. 375. I I - I I I I I Ia votnylyingwith the Flodds I I NRdObg We I i I i i Vx I lTeo I4- 1/�O tlsml tde ProJuct onuol I I . - .. 6.000" IIII 4.688' III S. .250' :�i`�I`�,��''��Sp.•l'y14 1(\,(..0.E.N.I.1S.1 F,,11 5.438' 5.438° LYNN nl '•�,`//' !i' 2"X6'X.25 MULLION I4o.587056003-T6ALUM. XSECTION .375' ___ __________ __ JSTATEO15. f STANDARD CLIPU•CLIP 2X5 ANGLE CLIP 20 i1T�c� � '• 6063.78 ALUM. 6003-TO ALUM. 8003-TB ALUM. �� TOP VIEW USED FOR 2'X 6'MULLION,SI IEET I7 TOPVIEW i�/�ONA�,t`r TOPVIEW A.LYMILLER,P.E. ' FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE 13 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. 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 '--- _ RECTANGULAR LOADING,MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 244 AND WILL MEET OR EXCEED THE REQUIRED L DESIGN PRESSURE OF+00.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. M x� a FENESTRATION DEEE TAILS, FROM TABLE 3A,SHEET 7,THE VX 2.75"X.375-MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD O Hoo F PRODUCTS SHEETS NOT BfSUITABLE FOR THIS APPLICATION. c a APPROVAL 23 `Y U �... FROM TABLE 4A,SHEET 8,THE VX 2-75'X.650'MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE MULLILL 72'ON OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. cq •LENGTt/ lil 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE$X5 g-.. Cc4/ ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z 9//` 3)VERIFYTHE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCTBE INSTALLED IN ACCORDANCE WITH THE .w INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. �,q : IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60,0 PSF-T*OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 CBS.ALTERNATIVELY, UJ o 8 O tzO-A-NC—HO-R-S-�RII-WINDOW�-- 31222 THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: In M co ^1MMULL WIDTH 636 LBS(60 H (60 PSF)X( =524.9 LBS (MAYBE USED TO QUALIFY#10 OPEL SCREWS FROM TABLE 4B) OPENtNp WIDT 72.7 PSF Z a THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318',THE OPENING REQUIRES A E T ptt7 DESIGN PRESSURE OF+60.01-65.0 PSF. J o v l'Z _J d FOR THE VERTICAL MULLION: H N o Z 1)INITIALLY ASSUMING THAT A i"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72"+i^=105-AND THE OPENING WIDTH IS 36"+36"+i"=73".REFERACiNG SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318"AND WILL •' oa EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55,0 PSF.iF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J H oQ W 0 MULLWIDTH FROM TABLE 3A,SHEET 7,THE i"X 2.76'X.376-MULLION(LENGTH=i08',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS M-15.1 PSF w AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 310 : _ FROM TABLE 12A,SHEET 16,THE 2"X4'X.260'MULLION(LENGTH=.108%OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+!•64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q '" 2 a 0 -SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m s `SEE DETAILS, ., 0 - - _ �y� 3z FENESTRATION s 2ar8 BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74",NOT 73"AS PREVIOUSLY o a > PRODUGTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCAB�E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73"DIMENSION(35.12'+35.1/2"+2-=73'). i I 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALIl I CONCRETE HEADER AND SILL ARE 8"WIDE-IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. 'P MULLION L –�SEE � �SEE – J USING THE STANDARD CLIP WITH(6)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS- " � DETAILS. DETAIL E. - • OPENING SHEETS 2.3 SHEET3 FOR THE HORIZONTAL MULLIONS: - HEIGHT FOR- BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN,THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER MID MULLION TYPE COULD BE CHOSEN. RODUCT REVISED UL ION MUtlION 72' sscunyttying whit the Plod4a' • 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+7242'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE 3u0d(ng Code USED,FROM TABLE 12A,SHEET.16,THE 2'X 4-X.250-MULLION(Q LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE cc v co lio //4J l✓ REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 1BSSo (2Q ' SEE DETAILS, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8- 1iMd PYNSIC Product Control sHEEis WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8"J CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH - f 23 • /� (4)3718"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORESUITABLE,FOR THE REQUIRED 1 t t 1T i 7 J ANCHOR CAPACITY OF 521 LOS. `\\ 3d',HORI2. II 36',HORGIZ �Y.O� H— 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U•CLIP SHOWSTHE ANCHOR �\ •' �,\GEIiSg MULL LENGTl1 MULL LEN TH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATE(1,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL 'ANCHOR TYPE IS A 012 STEEL SCREW. 7Y' 0.50 5 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - 'C +/-04.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING 70 CMU' - - `^O t"Z_l (7,-,,- f .: +/.170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). : 0% ATE OFY THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ' •'•.,FtOR101;.' �� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ' `s/0f�n� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LY�JN{v11L1! ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. '+ FL P.E.O 58705 EXAMPLES OF RECTANGULAR LOADING' EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: - PW ! PW PW uat4 0 / LLI'm SFWH S IDI{ _ _ z N � Ll 4 I PW PW O �m ^ I 0 o�CV �i1J? I p i w LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 W 0' SILL OF WINDOWS NOT ANCHORED - WITH INTERSECTING HORIZONTAL MULLIONS i I .aI t 1 � HINGED h J. . I DOOR 2 . PW I LOADING OF VERTICAL MULLION W j LOADING OF HORIZONTAL MULLION G - J W nrcZ PW / I LOADING OF HORIZONTAL MULLION < .1 z a __ 7 I PW P .Q oZ yo♦o [n 33�� 7-1 co I I I PW _ Ur _.- - -- Y PW z SH/DH SHIDH- - 14FY ,- _ COQ Z 0 0 4 4 0- g�m t t - SH/DH H oOf LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION t —'^"tet y %, 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION / 1 PW PW HR _ I LOADING OF(2)HORIZONTAL MULLIONS _ LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL ' PIA MULLION - HINGED DOOR PW PW .. - - NOTES: - I RODUCT RLrVI5F.D' . 1 acamplyiftgwiUsl6c Florida , 1)DRAWINGS ARE ' t - sut;ding C6sPs I - RERESENTATIONS OF TYPICAL Imptoncow �•` � PW CONFIGURATIONS. � • 0 .�. t i PW - CONFIGURATIONS NOT SHOWN �- / / _ MAY BE EXTRAPOLATED FROM �� aSaPrWastnw / j 1 THOSESHOWN„ (.., 2)IF THE LOADING TYPE CANNOT PW BE DETERMINE?,USE PW PW RECTANGULAR LOADING. .,• ytiC[:NS(. I - 3}SEE PRODUCTS'APPROVAL FOR .orf NO,58705 s LOADING OF VERTICAL MULLION (AADINGOF VERTICAL MULLION I ACTUAL ANCHOR LOCATIONS. r = I u o Z�._ ' PANEL.OF HINGED DOOR ISNOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I t I� ��j� . - SGD '.. !TATE F ZL� 1 fir'1.,FCORION " ! "LOADING OF VERTICAL' LOADING OF HORIZONTAL A.LYNN MILLBI2,P.E: .. ` MULLION MULLION FL RES 60705