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HomeMy WebLinkAboutProduct Approval (3) Ito & ---t>S'3,T ST.LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO,ff CE -REVIEWFbD RY �` . DATE MIAMI•DADE PLANS Alter PERMIT MGSi BE KIP NJTOB OR NO INSPECTION WILL BE MADE. MIAMI-DADS COUNTY T PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miarnidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the exp -ation date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone: DESCRIPTION: Series Z T ;bi ipped.Eztruded Aluminum,T b� ullion .T7 APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 MIAMI RADE COUNTY Expiration Date: May 26,2021 y41M . 1 f Approval Date:April 14 2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test rep)rts on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5t1 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. ManRE640218.03 ez,P.E. Product Coaroiner NOA Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS Notice of Acceptance No. 14-1305.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr I E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 O SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: ��� � NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..........................1 ~ MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..........................._.1 o ELEVATIONS.........._......................1 0 FIGURE I: MULL TO 2X WOOD........_,_..........2 u MULTIPLE WIDTH FOR VERTICAL MULL- ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X a MASONRY..............2 � MULLIONS [—OIENINGINSCRIGEDINSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TOTHE MULLION CLIPS,BUTSHALL INSTALLATION NOTES...................2 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. MULL TO MASONRY................_.._.3 to 1 SH ETS 2.3 SSE MULL 70 STEEL STUD_.................3 N 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........_.....................3 m �� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 0180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS....................... 3 I I I j `� ALTERNATATE CLIPS............._......4 O U) / �.. IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION............4 1 X2ULLSPECS............6 ,� IIIYIIIFIIIh ��\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.375 MULL SPECS.........._.e _ INSTRUCTIONS. 1 X 2.7676 X.37%.375 .MULL SPECS...._....? _ 1 X 2.75 X.65 MULL SPECS_..........8 Z 0b' SEE DETAILS 14 III \11 I~ 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS_......9 W o O F- ATHRU G; / i__ / I I /l 1 \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4%.125 MULL SPECS,.............10 m F SHEE752.3 __ I -- I A THRU G; 1 X 4%.375 TUBE MULL SPECS_..11 F Q J ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1\ SHEETS 2.3 1 X 4 X.375 T MULL SPECS........11 -J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.163 X.265 MULL SPECS 12 7 UJ OPE ING 1.26X 3.25X.1DO MULL SPECS.....13 Z W �' VERT. - HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25%3.25 X.024 MULL SPECS_.14 — ILLI g MULL FOR 1.25%3.94 X.624 MULL SPECS 15 LENGTH HORIZONTAL MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2%4X.25 MULL SPECS._.............16 J Q YZ SEE DETAIL E. 2 X 8 X,21 MULL SPECS_ 17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q It1 d' SHEET 3 1.26 X 2.11%.125 MULL SPECS.._18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT f— ¢ N o 30'%3.25 BAY MULL SPECS.........10 REACTIONS. 45'X 3.26 BAY MULL SPECS.........20 Q O Z MULLION&CLIP DIMENSIONS......21-23 1— Z ji ..G.O FENESTRATION B)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S EXAMPLES 1 62............._...............24 TA UJI PRODUCTS MAY LOADING EXAMPLES........... 25 U! `BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Of LU MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z D) aMrNUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q ¢ O O . 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. § mQ /SEE DETAILS �0 A HORIZONTAL A-D•G•H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING -- MULL SHEETS 2a WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD. HORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MULL Imo—OPENING WIDTH--I I-- 1 LENGTH r _I 1 TI� d, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING Is-RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL'. OPENI'HG — 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FTI)FROM TABLES 1A THROUGH 18A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PROUucr RevLsen HEIGHT ) m complying with Ilse Flocido THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE HuRding Code OPENING MULL Ay HOOR�, VERT. MULLION CAPACITY(LBSIFT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING OBTAINED IN Amplenc°N. ��'g• HE LENGTH MULL �' p4' �' MULL STEP 1). Epinal Dnle 12D� L LENGTH _ _j 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE By ---� - REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. �"" °hO OPENING WIDTH 8 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��\\\y LYNN SINGLEMULLION SINGLE MULLION �FORVERTICAL MULL-- ) ` N n. OPENING WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �` \�,•• �FORVERTICALMULL CAPACITY IS MET. \F:.''�,\CC-NS�c• '•., Q MULTIPLE MULLIONS ') : r SEE CORRESPONDING DETAILS 7)IF THE MULLION CAPACITY(LBS/FP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT fLBSIFP)FOR THE No.00705 �- FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ = VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: B)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION l<'•.,•A,�ORIOp•.• •ANSIIAFBPA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. S 1 """• \J��`� .ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. •AISIs10a07/S2-2010 A.7kNI FL RM#58705 n RFS DETAILA: DETAIL B: MULLION ° MULLION TO 2X WOOD BUCK MULLION TYP.ANCHOR MULLION ATTACHED TO 1X OUCKSTRIP OR WOOD FRAMING AND SEE SEE TABLES c� WOOD BUCK AND MASONRY SEE SEE TABLES 10-160 al (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE I, _� N MULLION I SHEET I. .. Sm I— I I ., •. '••I co d9 W 6 I I I I •, a• . Z q I I I SEE SHEETS nW I MIN 2.7 KSI -• .. ,•' 0 I I I I I EDGEru I 21-23 FOR HOLE q I I CONCRETE OR CMU• .I DISTANCE, J W EITHERTHE LOCATIONS -- I I SEE SEE TABLES STANDARDO OFFSET MULL a EDGE m � I a FOREMASONRYE 1B-16B W Q O e � CLIP MAY BE _ DISTANCE m ° a Q II FOR WOOD / I I ANCHORS m O I— INSTALLEDBY q I SCREWS L ,a I I I SIDE VIEW N (o J THIS METHOD. a 260•NAX FOR 4 Z ALL MULLIONS °° J . v a n EITHERTME � � 7 q ° STANDAROO m U . m 2 ° OFFSET MULL z m ° COP MAY BE � Q:.pg� ' ° ° ° INSTALLED BY 5 Z a EXTERIOR THISME7HDD. I U1 f5 u q G - EDOE G ° A DISNCE {— Z Q ° FOR Z 2 N ° _ MASONRY a ed ° THEOFFSET CLIPIS ANCHORS Lr./fJ F.E. ECED FOR D EXTERIOR °d FIN-FRAMEWINDOWS.BUT MAYUj ALSO BE USED FOR OTHER FRAME TYPES. U Z Q O O g s Z00 so TYP.ANCHOR TYP.ANCHOR $' p PER SUB37RATE, PER SUBSTRATE, C' d 66 8 TYP.ANCHOR SEE TABLES 78-186 PER SUBSTRATE, SEE TABLES 18-160 SEE TABLES 1B-16BEOGEIEND SUCKSTRIP DISTANCE /�/ AND SEE TABLES ~} .. ATTACHMENT 7B-16B T BY OTHERS, EMBE)l� BUCKSTRIP EMBEDMENT' SEE NOTE I, ANO - ATTACHMENT _ SHEET 1. ' BY OTHERS, ... SEE NOTE I, _ , SHEET I. MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW PRODUCTREVISED m complying Wilk Q0 PIfriA� FRONT VIEW Building Cock Acceptanm No � .�.� Rx irotion Da1c 2021 INSTALLATION NOTES: By MiNrd cr 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \\�YIO��X LYNN N/le ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��•�;''��CFNSF ''•.e CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `r FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ND _ . LT r 58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ld.' 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. Nz �"0 •• 1U�� yl S �EOF j� '` No5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED � •'•. F P �� ., tum0..•' � . ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS � ••fir` A.LfNNIMJLLEF �.E. FL P.E.#58705 DETAIL E: DETAIL C: MIN MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE MULLION (U-CLIP) � c: a (STANDARD CLIP SHOWN) �� 1)MAY BE INSTALLED IN'TEE'OR-CROSS' glp INTERSECTIONS. VARIES pp 4 2)MAY BE INSTALLED HORIZONTALLY b Y O EITHER THi PER7VP,SUBSTRATE, ... I (SHOWN)OR VERTICALLY, STANDARDgE - i PER SUBSTRATE,OFfSEi M -_ iTABLEg10.138L 3)SEE U-C41P gRAWINGS,SHEETS 21-238QtYCDP MAY EDGE DIsrANCE TDP VIEWMULLIONFOR CORRESPONDING MULLION. ZMINSTALLED THIS METH \ j i I —ANCFORH RS VARIES O I � 412$TEELSCREWS, x a \ SELF•DRILLINOORPRE-DRILL tY m US �J y /.y/ MULLION AND USE SMS W m C:)o Q ..! 4. M f' EXTERIOR d° d a / MULLION ztO EDGE DISTANCE a THE OFFSET CLIP IS ` Q � FOR MASONRY w RECOMMENDED FOR \ Z_ U i ANCHORS FlN•FRAME6 LINTERSECTION 0 F �y n a WINDOWS,BUT MAY U-CUP ,f} M s W \\� n ALSO BE USED FOR /,.fE Z d OTHER FRAME TYPES. EXTERIOR TYP,ANCHC%2 d Q z PER SUBSTRATE, d Z Z SEE TABLES 10-13D -- Q O Z 00 O TYP.ANCHOR SEE SHEETS 21.23 FOR 0 ¢ � BUCNSTRIP "PER SUBSTRATE, HOLE LOCATIONS SEE 7A0LES 10-13D EDGE LU ...1 FRONT VIEW _ _ �,.� ATTACHMENT DISTANCE w Q X Y EMBEDATENT• .• SEE NOTE 4, SEE TABLES w I Lp } _ SHEET I. 18.538 Q Z p • , • ". . EDGE DISTANCE Z m MW 2.7 1<51 CONCRETE OR CMU EE MIN 2.T KSt CONCRETE OR CMU IS-130 TABLES SIDE VIEW a a FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: iCODS. TRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR PERSUOSTRATE, / SEE TABLES IO-130 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR HORPICTORIAL REPRESENTATION / SEE SHEETS �i PRODUCTREVISEDONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHpR TO ANCHOR DISTANCE,THE 24.23 FOR s complying wish Tho Flmfda CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ~ HOLE Au m pl Csdo FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. / ` LOCATIONS AcctpIwImN *-4!lbsbb3 3)ANCHOR HEAP TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. -y�•,/ ` MULLION © Expimti DSte4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. � ® I6)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLYMLAM1-DADECOUNTYAPPROVED 1 . DISTnNCE �� 4YNNELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. R ST EEL STUDS THINNER THAN SEE TABLES �� ,JFRONTVIEWGA AND COMPLIANT WITH THE FL BUILDING /0.138 i A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. EXTERIOR USE WOOD ANCHOR SPECS -"i PIU.56745 4r' SIDE VIEW NOTES: '•'%(8 l6 IU 1)FOR 2X WOOD-BACKED STEEL STUDS.WOOD (E OF <!L ANCHOR VALUES MAY BE USED. ) ST '�¢'` �`�,''•.,FLORIOP•.• 2)SEE CORRESPONDING MULLION TABLES, a h} AA- SHEETS �L 6-20,FORQUANTITYOFSCREWS. A UYN}t1}t�yS LEt't,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: R FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $ \ SEE DETAILS A{, aD'OR 75• 6Y SHEETS 2 AND 9 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLIONcn O i� O Z �d co O O 0 L O O 0 O 0 O —1 O O TOP VIEW w d N �o' SIDE VIEW 1 i m U o SHOWN WITH I'X 4'X.125- I TOP VIEW Z J MUWON I j TYP.ANCHCR O EXTERIOR I I I PER SUBSTRATE, V g /� C5 SEE TABLES I6B OR 160 j I TYP.ANCHOR /" I I m LLI STANDARD MULLION CLIP I PER SUBSTRATE. I I EXTERIOR J U) Z MODIFIED TO FIT FIELD SEE TABLES IO-WB <6 „ J 7 Q Z V CONDITIONS. 1 v-2'X 6'ANGLE CLIP, Z Z Q 01 O j I I I l 2 PER MULLION END,MUST BE Q Q Z N :7 I I I �- I I I INSTALLED INSIDE OF BAY MULL. F, F !b p MULLION II I I © w Q I I � a` jI I 2'X 6'X.125' f- cn U) !!� ANGLE CLIP, U Z_ Q I I I 2 PER MULLION END, �r OO MUST REINSTALLED o Z mco co 0 y,Q INSIDE OF MULL. I TYP.ANCHOR C5 PER SUBSTRATE. SEE TABLES IB-14B INTO WOOD, L� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY "—ERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. f EXTERIOR_ J CE O ETE 0153 wC ,-(� I'ROCIUCT REVISED pERFna complying with lhu Florida INTO WO OD,STEEL, A—plm.IN ALUM•CMU OR MASONRY 1EXpimliml Daol 2� 7 (� EDGE DISTANCE BY PER Namli PIDdu6LCN1 ANCHOR EDGE OISTANCE� E1YY ITS PER ANCHOR O NOTES FOR INSTALLATION OPTION G&H: G NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION �U• IJS(: '••F'P a= ;( 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.29-X2.11-X.125'MULLION. LOCATAONS,SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE -E- ND.5`4705 C 2)SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR tUB FOR ANCHOR QUANTITIES ANO SHEET 22 FOR HOLE 'i1 V` g 16 LI•I LOCATIONS. TIC {.- 3)THE 2XG CLIP IS NOT SUITABLE FOR THIS APPLICATION. - ()�'•,, {,,,•' �� c rIOR�Q.• �G,: / cs44 R` A.ln) E. FL 58705 Ci TABLE 1A 2 � Mullion Capacity Table Ibs1R �5c Opening Width(for oerticaVY•aparrirpmtIDlons)orOpening Hel9ht(for horUvrtally-spannirgmtdliom) ctU! a 60N 601n 701. BON 901n 100in I in t101n 160N hTta O Reclengulsr Treplid.ng. Recl.ngriu Trep/IFla,g. RecienguW U.P/Tdeng. Reetan9ukr TreprivIen9. Red.aguler Tkap/Tderg. Rseteng.t.r TmprTd", Rectangular Tieprt12" 3 Tmp/afeng. Ratengier Tmp/Tdatq. p 1%2X.126 Lasting Loading Lo.dng Leading Loading Loading LoadNg Lo.dng Looting Loading Leading Lead, Lu.dng LcsdLeading LOadif19 Loading sY Alum.Tuba F F F S F F l F F F T F Mullions � �� fi � � � �9 � of2N I11.D 100 129.5 332 97.2 400 116.6 325 70.0 100 107.9 321 69.9 106 101.1 319 621 406 101.0 319 66.0 106 101.0 319 18.0 109 101.0 101.0 719 ]8.0 106 101.0 319 J W46In 74.9 312 916 258 624 312 73A 252 53.5 312 67.0 240 48.0 ]12 93.2 248 41.6 312 91.3 244 37.5 312 61.0 244 312 312 81.0 81.0 2M 23.1 312 81.0 2/! � _ !Y o 7: 50.625 In 61.9 2al 70.9 234 632 281 61.5 228 45.0 251 65.7 224 39.9 281 52.1 222 35.6 281 50.1 220 31.1 281 49.3 21g 26.6 281 49.3 210 22.0 261 49.3 219 20.0 291 49.3 219 W C3� p 541. 52.0 247 57.0 207 43.8 247 42.8 202 37.0 247 44.8 199 32.9 247 41.5 198 29.2 247 39A 194 26,3 247 35.4 103 21,9 247 30.1 193 te.a 717 36.1 163 16.4 217 361 193 ch 60N J9A 200 11.2 170 32.0 200 35.1 168 27.1 200 31.3 163 24.0 200 211.9 160 21.3 200 27.1 159 192 200 26.9 157 16.0 200 20.0 169 J 8]N 311 fel 35.3 155 27.6 181 30.3 IM 217 161 26.8 149 20.7 101 24.0 I'M 161 fat 22.8 IN 1e.6 let 21.7 143 � c Z �1 i Win 265 165 30.0 142 24.0 165 20.1 139 20.6 106 27.1 136 10.0 165 21.0 134 72 in 712 1]9 23.3 120 18.6 139 18.9 116 15.g 1J9 17.6 110 CL Z 79 N 16.9 125 19.7 108 16,7 126 18.0 I W -1 J 78 In 17.6 119 tea 101 Z 7 Q m �p TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ Z 0 0 Anchor Co act Table Ibe ANCHOR CAP ANCHOR 8ubalmta: 2.7k Gammie 3.5k Coro. Halon CMU Filled CMU PTWood Metal (DP.,)X( )=ANCHOR CAP.... MULLION CAP. , , 6716'Ole 1l1.89 Ebo 5116'Elco 11/'98 Eko 01061eN ft2 Slael 51281ed X Y Y Anchor Clip Patterns Anchor rypa: 3x18'Eko Ul.acan Ill'Eko UW.con UlOmm 116'Ebo UlU6con 1//'Eko Uw.can AgVeG.tor Uamcon AggreGek! Saar I."Scar(GS) 8orew(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR CV Eggs lltalaroe(N): i• &IR• 1• 2-IT �tro• f• 2-1rY 1• 21r1' 2' 3176- 2• O.a9• 0.61• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U Embedment N 1-314' 1.314' 1.31' 1.3/4' 7 1-114' 1.114' 1-VP 1-111• 7-114' 14/4' 7 1319' tare' wt. ACTUAL PRESSURE REQUIREMENT FOR THE ¢ r Z O O 2Arohma®4.75•Min.O.C./Srendodorussecup(Fig.1) 39066 39010+ 45063 00IW 1014 VA 2701cc 2801b. 351 tw 740 W5 374159 604166 946195 3416s 44". 560Ibs OPENING,WHEN IT IS LOWER OF THE SELECTED tit Ce t/1 IAncien®1.15•Mh O.C./sbnard(a o6.q Cup(Fig.2) leo w 700 roe WA WA wA wA Seo IG NIA WA WA WA WA 5626. 065 tm it2o 6a CAPACITY(FROM THE TABLE)OF THE SELECTED p0� /Amh1.1y Mh O.C. I StBa2)ad(ef09Clipli/(Fig.2) 750103 78066 No On i58o 109 18961b. 51019. 6601b5 NIA 78065 7T_L We.. 1B921as 66263 6651W 1120Ibs MULLION.IT WILLYIELD A MINIMUM ANCHOR 2 Amlwn®OAS MN.G.C./UL71p,NIo.I25'Alum.(I`10 4), WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 716 ms CAPACITY WHICH MAY BE USED TO QUALIFY 1Amhul FL.pffq.5): 7956s 19566 225 we 116Itu 022193 13563 N0Ib. 1776s 3706. 167 lbs, 332163 4731b3 1701W 221 111, 280106 ADDITIONAL ANCHOR OPTIONS FROM THE 2Am0an I.ts'MN.O.CI FLIip CF .6. 24069 350[as NIA WA WA WA 1901bo WA WA NIA WA WA 74163 142163 50066 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I FIGURE 1: FIGURE 2: TABLE NOTES: • • 101 PRODUCT REVISED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. m complying withwish the Florit4 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1,000• ).- Building Code •021 Acoeplaace No _ 0-03 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r Bk ireN Pala 1 I FIGURE 3: FOR EXACT DIMENSIONSI By, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. ,SEE SHEETS 21.23. Miami a Froduct • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ILL ANGLE CLIP MUST BE USED IN PAIRS. .125' \�� (LYNN 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED p� •.,FR �� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r \� •'��CENS@ FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.125' • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT VX 2'X.126•MULLION _Y;,' No.56703 - If� LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I THE MATERIAL.#10&412 ANCHORS INTO WOOD MAY BE STEEL,18•8 S.S.OR 410 S.S. 1i-- --JJ ST TF.�' CSCr•Lok1o!' �QI r, A.L7YNN1)144�\R,`P'E. FL P.E.#58705 TABLE 2A � r � Mullion Capacity Table Ipa#ti 4f ��`^�. opening Width(for Vold ca&y-sponnicgtn�tons)or0 ening Hatght(forhorizontaWspe[ritgmtNons) �R 5014 601n 701n 80 In 80In 100 in 1201n 140 h 160 N R%twcutar 'trop'Tif g. R6atavft tmWdam R6otatguNr TrapTAena. RedergWin TmpTdwo Redangatat Tmpry re. Redatgutar TmpTIOM Radatgutaz TrapTlung, R6dangUar TtapTdatl@. Roctarguisr Trap"elarg. 111.4"i x 2 x.376 Lowing Wining Loading Lowing Loaditg Lowing L6adlrg Laaeirg Loading Loading Loading Loading Low.ag Loading Waa4g Lm5n0 LOW100 L wing S1 Alum'Tube Mullion a g z .0.� 42h 170.0 620 1700 435 151.3 882 170.0 478 129.7 662 170.0 608 1116 682 169.5 51B 100.9 602 1889 517 97R 862 16aB 617 757 802 168.0 617 84.6 662 108.9 517 66,7 067 1688 517 z 4814 121.8 60T 138.0 418 tOtA 507 119.2 410 89.0 507 1087 403 780 607 1026 399 67.0 507 99.6 397 60.8 507 ORO 380 50.7 507 88.0 306 q.A 50T 90,0 39B 38.0 607 99.0 398 W 66.625In 1017 458 114.8 779 884 456 99.0 371 7/.t 458 80S 768 84.8 458 648 360 57.6 456 81.3 351 61.8 466 800 355 412 450 80.0 356 37.0 400 60A 356 324 468 80.4 358 = _ txCA 6414 85.4 400 63.7 338 71.2 400 BO.g 326 81.0 100 72.7 322 614 400 87.3 318 47.5 400 61.0 31$ 42.7 400 82.3 314 36.8 406 61.6 313 30.5 400 81.8 3W 207 406 51.8 313 WCfl O 1 TIA 6014 6'2.3 724 59A 278 51.9 324 67,5 270 44.5 324 61.2 284 386 324 408 280 34.8 324 43.6 257 31.1 324 42.0 255 28.0 324 50.5 263 222 324 40,5 263 10.6 324 40.6 253 63In WX 294 57.4 262 44.0 284 48.2 248 30.4 264 43.8 241 718 294 39.8 237 208 284 37,1 234 209 294 352 232 224 264 37.5 230 18.2 294 33A 230 108 294 33.4 230 � .J.1 _ 66N Afi.9 268 48.8 230 78.0 268 424 223 334 268 37.8 721 28.2 286 3q.1 219 280 208 31,8 215 23.4 286 29.8 212 195 268 26.0 210 18,7 288 27.7 269 74,8 260 27.7 208 z moi° �, 72h 38.0 225 37.@ 188 30.0 225 322 191 257 225 28d 188 22S 225 258 185 20.0 225 23,b 162 180 225 221 180 15.0 225 20.7 iR 12.8 226 10.8 176 11.3 225 19.8 178 td 78h 30.6 202 32.0 177 25.5 201 27.2 STS 2f.9 202 218 170 18.2 20.1 21.6 167 ITA 202 19.T 185 fS3 202 5d4 183 12.6 202 16.7 160 10.6 202 15.0 Ise 8.8 202 15.8 158 ^ z Ie In 28.3 102 28.6 tee 27.6 1B2 25,1 166 202 191 22.0 162 17.7 102 19.7 159 15.7 192 1a1 157 14.2 191 18.8 166 11.8 192 15.2 152 10.1 192 14.4 150 8.0 182 14.2 160 Q -j a-• c1 0074185 1. 19.0 126 154 lid t5f 128 ti _j 06 h 16.2 127 16.8 113 Q z N O ti} M TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: J• C Anchor Ca ac Table[ba ANCHOR CAP.__ W X 9ubslml6: 2.7k Camrem 3,5k conn. Hollow CMU Rod CMU PT Wood Molal (OPm)X )=ANCHOR CAP.,,,,, W N Y1r EIuo N4'SB Eim Ytr Eko it4'33 Eko a70814e1 H24ttxt 8128iad MULLION CAP.,,o,,,,,, X f) tq Anchor Type: 7+f6•Eiw Uttm6an iM'Eko llwecon 3111 E).o Unrecon U{•Elo.u4mgon Anchor Clip Patterns Unrecou Anr*Qty Ulbocon AepeC ienr Screw(G5)screw(G5) Sow(35) USE THIS FORMULA TO OBTAIN THE"ANCHOR 4 Ed9a Oubtwa{N) t' 2.1rr t• 2-172• 3-118• 1• 2-Ilr t• 2•frr r 3-116• r O.4B• 6,6<• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN d..F z N Embedment(hl: 1.14' 1aJ4' 5.314• ta/4' r 1.114• 1.114• 1.114• 1.114• 1.114• MW r 1-116" lair lobos ACTUAL PRESSURE REQUIREMENT FOR THE m 2 AOctw.0 MY Min.O.C.I S1aMard at Ot.et COp(Fg.t} 390 IW 390 too 4500. 890M 16449-11 2706, 280 lbs 354158 740 it. 374 lbs 664 be 940 Its 7419. 44215-1 3806. OPENING,WHEN IT IS LOWER THAN THE MULLION A Anehota 0 IJ5•Mh.D.C,I8tetMaN(or 058611 alp(Fla,2}: 480 b4 700 ms NIA WA WA WA 380 6a WA NIA WA WA WA 86264 BBS Ibs 11201hs CAPACITY(FROM THE TABLE}OF THE SELECTED o''�"� 4Atclpra�3•M"ut O.0/12)2x,Angle alp.!(fq.7): 760 be I801b. 680166 156064 18960. 5406, 5w 8. WA 760166 748be SMf1b. 18921W 56268 885 lb. 11206, MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Am11om 00,46•MN.O.C.I U Cup,into,125 Alum.(Fla•4) WA WA WA WA NIA WA WA WA NIA WA WA WA WA NIA 71368 CAPACITY WHICH MAY BE USE)TO QUALIFY I A.1-1 F-aip IFW.6): 1a56a 195 m. 2256-1 N56. 82216-1 1351ba loo lbs 177160 37016, 1871W 332 the 473Ibs 170 Ins 221 lbs 2006. ADDITIONAL ANCHOR OPTIONS FROM THE 2Aachw. 1.15'MN.00tFGIp(FIg% 24066 7398. WA I WA NIA I WA 1 190 ID. WA NIA t WA I WA WA 34ara. M70m 3606, 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: r-RODUCT RBVISBD m complying with @a FIaiIM 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Building Code 3 --� 1.000^ �-_ Acc6pimlttNo 1 -02 �ZD2 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Faeplmlion Date 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. py FIGURE 3: Mi6mi Teo&1eC 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2123. 2 000, f 1 I I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. O\��`�O(y( LYNN ANGLE CLIP MUST 8E USED IN PAIRS. �ti`t ,IGEN 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED aL7,' , C' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED f � * No-.48705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' ! 117I IR' )A' Itil THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 2•X.375"MULLION I IV'I I� I1--1I THELEASTA25"THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'U c flll Il!! )UI Illi / !}, ! ! THE MATERIAL.#10&#12 ANCHORS WOOD MAY BE STEEL,18•B S.S.OR 410 S,S. %'J) '•, 'l i$ U F 1 A,LYNN MU WI,P.E, FL P.E.#68705 TABLE 3A Mullion Capacity Table Ib h? x H +a Opening Width(for vertically-spanning mullions)or Opening Height(for horizontaily-sperailg mullions) C �+ 501n 601n 701n 501n 901n f001n 1201n 1401. 150 in p 1%2.78% Reelm,gufar 7rep'Idong. RectengWu Trep/Tdeng. Ractengulet R.PRdano. RsclsngWr TrepRdeng. Rectan9ulsr Trap/Tdang. Rectergdv Trep7dang. Rectengler 4ep/T"`Q1 Rectanpder 'n"""sng Rectangular Trep/Tdang. 4 Loading lauding l.oadng Loadn9 Loadeq Loading loading Loading Losdatg Loadn9 Loedng Loadhg laeding Laadn9 Loading Loading Losap LoadnO .376 Alum. u Tub in Mullion Iii HI123, '1 1114, 1 1 11 11 iI III 4211 i11 11 21 1 2 1 z � � 121. 170.01 020 170.0 435 170.0 744 1 170.0 175 170.0 563 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1210 170.0 611 1161 1301 170.0 521 127.6 1301 170.0 621 111.6 1J01 170.0 611 O w 451n 170.0 7013 170.0 621 170.0 850 170.0 384 170.0 9P1 170.0 030 170.0 1133 170.0 661 151.3 1139 170.0 677 138.6 113g 170.0 6130 113.9 1139 170.0 WO 97.6 1139 170.0 680 55.4 1138 1740 660 - _ 50425 in 170.0 747 170.0 563 170.0 596 170.0 631 167.6 1032 170.0 684 1148.8 1032 1170.0 1723 130.5 1032 170.0 747 117.4 1032 1170.0 1 758 979 1032 170.01 756 67.9 1032 170.01 756 1 73.1 1 1032 170.0 756 541n 170.0 797 170.0 612 161.3 007 170.0 391 136.2 907 164.7 770 120.9 007 162.5 720 107.6 907 145.0 714 90.8 907 141.1 710 80.0 907 140.0 709 60.1 907 140.0 700 80.6 607 140.0 709 m O O M 801n 141.1 735 151.5 625 117.6 735 130.3 511 100.0 733 116.0 509 08.2 735 106.2 600 78.1 736 99.6 6W 70,5 7J5 95.1 576 58.8 735 91.6 574 60A 135 01.5 574 44.1 735 91.6 574 J 63 In 121.9 885 130.0 570 101.6 We 111.5 657 81.0 686 96.9 547 76.2 660 00.1 530 07.7 6136 13.9 131 80.9 668 76.5 526 NA 666 76.6 621 43.5 666 75.6 621 38.1 666 75.6 621 to 13h 100.0 607 112.4 622 68.3 507 96.1 511 75.7 507 13.0 501 66.2 647 77.1 413 50.9 607 71.5 413 13.0 007 674 461 44.2 807 13.4 476 37.9 007 02.7 474 33.1 607 02.7 474 Z d� m t� T2 In 61.6 310 13.6 443 68.0 510 73.0 134 13.3 tO 64.3 426 51.0 510 57.9 110 45.4 510 13.3 413 40.6 510 50.0 406 34.0 510 45.9 402 20.2 510 44.4 3139 20.5 510 44.3 399 rL 0) n 70 h 69.4 456 72.5 400 57 0 458 51.7 392 48.6 450 64.1 %4-3.4 48.6 376 3B.6 450 44.6 373 34.7 455 41.6 313 28.9 455 37.7 JW 24.8 166 JB.D 359 21.7 458 35.7 358761n 64.2 433 67.0 301 13.5 435 56.6 373 45,9 435 49.8 44.7 350 35.7 435 40.9 356 32.1 435 36.1 361 260 435 34.4 344 22.0 435 32.0 341 20.1 433 32.2 340901. 41.6 317 N.i 290 34.6 321 304 213 29,9 321 31.6 29.3 273 23.2 327 25.7 271 20.9 327 23.7 213 17.4 327 21.0 283 14.9 327 10.3 298 :z0614 34.1 207 35.1 257 28.7 7137 99 252 24.6 287 16.0 23.1 211 19.1 2137 20.9 210 17.7 207 19.3 237 14.4 287 16.9 232 L`7, Z'.OD"O106H 21.1 227 21.7 205 20.2 227 20.5 201 17.3 227 10.0 10.0 105 X �III In 22.3 213 227194 10.0 215 19.1 101 f6A 213 16.6 W n 4V y 1201n 17.6 181 17.9 167 U X ¢ O 0 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d$� Z min TA Anchor Ca Ity TableIb1 ANCHO _ R CAP.,,,,,,,, Stdtalrsle: 2.7k[arcrele 15kConn. CMU Filed CMU PT Wood Metal (DF;,,)X(( ANCHOR CAP.,,, LY 1110*Ell* 114'85Eko 511B-Elco 114'SSEko II081ed 01261.1 1125ted `MULLIONCAP.,e,,,,•,� 8 Anchor Clip Patterns Amhorryt�� 3116'Eko UlOacon 114'Eko UWacon Y18'Eko Ulemon 114-Eke UWscon L110aco0 AggmOalor U1lroeon Ap9rsClalar Saar(G5)9amr(OS) saew(os) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Data-(in)'. 1' r2-1/r I- 2-112" 3w8- r 2-Irl r 2-1rr 2• 3.119' 2' 0.46' 0.51• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(Inl. 1m34' 1374' 1-314' T 1-114• 1.114' 1.114' 1-IIP 1-114' 1.114' 2' I've• 1-3/5' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75•Min.O.G l Blandest or Offset Clip(Fig.11 3900s W" 110 111441M 110W 213 ft 3548b 740 Pot 314 Ibs 4641be 9401bs 3411ba 4421bn 560lb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 1.15'Min.O.C./Standard(o1 Otbet)CUp ft.2l 400 itisWA WA 3801tu WA WA wA WA WA 682 W 66610; 11201Ds CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchae a W Min.O.C./(2)2-5 Agk Clips 7(119.37 7W It. 1896U 54013 5601bs WA 780113 74811,3 6801ba 18921ea 682b B551bs t120IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchae 00.45'Min.O.C.rU-ClIx hho.125'Alum.(Fig.41: WA WA WA WA WA WA WA WA WA WA NlA 715 Wn CD-ACITV WHICH MAY BE USED TO QUALIFY 1 ArclarIFLllpffb5): 195 ma- 622 Na 135Iba 14016; 1711ea 3701M 16716eAWITIONAL ANCHOR OPTIONS FROM THE �' 2 Anceoia®1.15'Min O.CJ Fi]Ip('..6): 110Ibs WA wA 190113 WA WA WA WA WA 341 lbs 142113 5131ba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. VRODUCT REVISED 01 complyin5 with the Flo" Building,Cock p219•D3 ,'c J' 1.. FIGURE I: FIGURE 2: TABLE NOTES: E.Pllall°rl Date 20$1 ---1 1.000' r • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BNmuly i de Product COolnl SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: l� �C\( LYN1�1 'Ile � 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' . t�,.•'1,1GCNS4: '•,F.r HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. C' ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 58705 �4 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.00.WOOD SHALL BE PRESSURE-TREATED '375' ;.O 'J Q�1 6 /L FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6003.75 AND BEA MINIMUM OF.125' •�U•,, Y/ (� l C(/.' ti F I E r• '; THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2.75'X.376'MULLION A, N,'•.,FLORIOP'.•' ``• • ® THICKLEASTA 25' #100 d 012 ANCH S INTTO WOOD MAY BE STEEL,13-8 B.S.OLEAST CREW THREADS BEYOND 0 S.S. ' ...C; �\AC0 THE MATERIAL A!4Ya � ll;l,ER,P.E. FL A 58705 TABLE 4A n Mullion Cepaofty Table Ib91R7 Oponina Vlitdth(for vertically 6pemirig m ilioa9)orOponing Height(forhotimrX*813arrirg motions) SOIn Bol. 701n 60 In 001. Mob 1291. 1401. 18o b O Rxbmgaler Trep'Tdme. RectmgWer Tmprrdm19, Rectm68er %pmmrg. Rmt nadv 7faplitfang. Riwgtdar Tr4p17d IuT ong. gu Ttspt0lmg. RocW10Jm TfaplTdenp. Red polar Trapffd . 1 x 2.78 x I* Raoading r Tm d Recien tm 0 .666Alum. Loedmp IOodrm Loadn9 Loodng loednp laednp Loedng Loading Lgeditp Lo9doq Loading Loading Loedmp Loading lasdng Loadng Loading Loading s� t Tuba ^ d Lig d d MullionTIM 1 .11 it I , 1 if 13111 :1111131 in " I UZI _ z d� 426 lZiL61 620 570.0 435 170.01 744 170.0 478 170.0 568 1170.0 508 170.01 992 170.0 54P 570.0 11 f8 570.0 521 170.0 1240 1784 621 170.0 1468 110.0 521 558.7 1820 170.0 5521 138.8 4824 SJ-0 Sgt 0 ~ 486 $170,0707 170.01 624 LU 170.0 6501 170.0 584 170.0 BA2 170.0 830 770.0 1133 170.0 861 170.0 1276 170.0 077 170.0 1417 170.1 ago 14L7 1417 170.0 680 121.5 1417 170.0 680 108.3 1417 170.0 Bao m 50.0251n 170.0 683 170.0 8BB 170.0 831 174.0 iWB 170.0 684 1709 2193 170.0 )23 1826 1289 IT0,0 747 148.3 2268 170.0 75B 121.0 5288 170.0 750 104,5 1288 ITOA 7W 01.4 1286 V-- .5 W W co B O Sih 170.4 812 1744 058 514,0 891 170.0 5118 170.0 164 550.7 4530 170.A 843 133.9 2134 170.0 637 126.8 1130 170.0 868 IQ9.fi 1130 170.0 861 d.T4130 170.0 681 75.3 1574 170.0 865 CII806 1700 FDI 14-8 %a 1623 781 1255 915 14..5 7{0 1004 015 132.3 735 97.6 918 1234 728 07,9 AIS 116.6 720 77,2 915 514.4 715 024 915 1t4A 715 54.8 016 1114 716 H (0831n 585.9 710 12-5 870 136.4 594 10855 030 123.2 051 04.8 am 1122 670 $44 830 104.6 052 75,0 8301 09.4 850 W3 830 94.5 840 54,2 630 94A 846 47,4 836 9i.f 849 � U j f. 0016 232,1 757 1{0.0 850 170.0 757 549.8 438 94.7 757 1054 024 82.6 757 06.1 614 734 767 89,1 608 864 I57 842 806 55.01 757k-11 47.2 767 78.2 691 45.3 767 782 5591 Z W � 721n 101.7 838 108.8 562 84.0 838 019 5540 72.7 0301 80,1 530 87.0 836 72.2 521 58.6 839 88.6 514 60.9 830 02.3 508 42.4 038 36.3 838 55.3 407 314 638 552 497 'S W 11h 80.5 671 80.4 496 M.{ 5Tt 78.8 488 8, 611 67.4 478 54.1 571 60.6 471 48,0 571 55.5 484 43,2 $1f b1.8 459 38.D 571 30,0 671 44.8 447 27.0 571 44.8 4405.) "3.1 zz Q a 6 80.4 642 83.4 474 68,7 542 70b 4855 57.1 542 82.1 458 60.0 642 SS.F 44P 44.4 342 SS.4 442 4Q9 642 47.5 437 33.3 542 284 542 40.6 425 259 642 40.1 423 Q �" 90 1. 62.1 407 53.7 301 43.4 401 45,4 356 37.2 467 34.6 344 326 407 33.3 343 28.9 407 32.1 336 20.0 401 298 374 21,7 407 18.8 401 24,1 322 16.3 407 23.0 319 Q Ip Z 00 In 42.0 358 44.1 320 354 358 37.2 31{ 3p.7 358 324 309 28,8 350 20.8 304 23,6 358 28.1 300 21,5 350 24.0 288 17.9 338 16.3 ]38 103 281 x O IQ06 30.1 263 30.8 255 25.1 283 26.9 251 25.5 283 22.5 247 18.8 283 58.9 244 18.7 283 48.0 240 55.1 283 18.6 237 h uD 111 N 27.8 267 28.3 242 23.1 207 23,8 230 10.8 297 2-e 235 17,3 267 18.3 231 15,4 287 10.6 228 N 1266 22.0 228 22.3 z09 19.3 229 1-8 205 45.7 229 16.2 202 U x Q O O TABLE 48 Anchor C6 act Table Lbs ANCHOR CAPACITY ADJUSTMENT FORMULA' 11 � zm413 co ANCHOR GAP.,„,,,,, 8u.ibto: 2.7k Conueta 3,6k Cma. Ho9ow GMU Fmed CMU PTWood f8oisi (DP)X( )=ANCHOR GAP.,,,, 5140'EkA 124 98 Eko 5116 Elco 1/4.65 Elco 810 Steal 812 Bleel at2 91ad MULLION CAP.,,,,,,,,, dl alto«rypa: 3115 Eko uilrocon 114'Eko UlBecm v10'Ebo Ubwon v4'Eko ubocon A99nGntar unrecan AttaeSotar Screw(OS}samw(05) Sc,"(GSI USE THIS FORMULA TO OBTAIN THE`ANCHOR AnchorClIpPatterm Ultr an Edea pstenc9(6): t' 2.17 1' 2.12' 3.116' 1' z-112"' t' 2.1x1• 2' 3-U8' 2' oAV 0,54' 0,324' CAPACITY REQUIRED"CORRESPONDING TO AN Enibed�ront(1.F 1-v4' 1•y4' I-v4' /-v4' T 1.1/P 1-574' !-if4' 1.144' b1/4' 1-114' Y 1-3(a' 1-3r5' wke ACTUAL PRESSURE REQUIREMENT FOR THE 2 Mchme®4,76'MIn.O.0.fSUnOmd or Orsel Olp(Ftp.i} 390 bs 300 Ns 450 W3 8901W 1044 bs 270 bs 280111 3548xiRNOP, 314ft a841W 949lbs 341 IW 4421be 560 bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ambm 401.15 Mm.O,C.1 Stm4wd(or08se1)C6p 0;19.2) 480W 746 fW wA wA WA wA 1;1.1 wAWA WA Beet. 885111201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anch m 3`Min.O.C.7 R)245 An9k gips 7(Fla.3k 760 bs 1901to 680 9b 15601bs 1898lbs 340lbs 5601br WAN 680 iba 16921tm 6112 W t 120 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Ammn®0.45'M1..O.C./Ui31pWo125'AWm.IFl9.4): WA WA WA WA WA WA wA WA WA WA WA 7161W CAPACITY WHICH MAY BE USED TO QUALIFY 7Ana5or7 FC8p ffp,5T /-5 be 1957bs 225 Ws 4aSIW 822 ba 138 ba MOIW 177 ib4W 932 i. 473(bs 570 OrsADDITIONAL ANCHOR OPTIONS FROM THE 2 Anahom 901.16'Mh.O.CJ F.Dip ft.W; 240 b3 350bsWA WA WA 1901. WA WA WA 341 ba 4421ha 580 Lbs ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �`1 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED �✓ u complying with the Fiorillo t6-E7.j,3�P,p� FIGURE 1: FIGURE 2: TABLE NOTES; Building CO&Acceptance M 10 t.006` �- EnBy pirsuanDid. 12aa1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, T SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miran' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1 FIGURE 3: (Ee:7 ` �t�Q,........,7 jt�sir 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760• .,.•'ySc�NS( • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '�1; No 10706 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED aas, /// - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 0R:- FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126" '. S AIL-OF �V�` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ,h'•, LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND VX 2.75"X.650"MULLION .'c{ORiO •'('� THE MATERIA(.,910&# ANCHORS INTO WOOD MAYBE STEEL.18-0 S.S.OR 410 S.S. ��.,�15�(.(V/i1- 7//11111111'555 A.LYNN MILLER,P.E. FL P.EX 58705 TABLE 5Ah p Mullion Capaolty Table IbaIR' Oponing Width(for tertirnllpspanni g m111ium)of Oporting Height(for 7ndzordalpspervirg mJlions) a m p 501n 801n 701. So in 901. 1001n 1201n 1101n 180 in p R%1 L..Uuler Tra(JTdang. R longi. TlnprIdatg. Rodanguler TlsplTdap. RaclangLln Tmp/rdalg. ReclmgWor Tlep/rH.M. Redanguar Treprlliang. Reclan0 Tioprfda.g. Roctangulu TZ/Tdang. Recut 9Wm MwTdan9. q 1"x3.125"x Loading Loafing Loafing Loadng Loafing Loafing Loadn9 Londng LoWDI; loafing Loadng Landing Laodng Loading Loading Loadng Laedng Loedlg sY U .500"Alum Tube Mull u § m o �L 421n 170.0 620 170.0 435 170.0 711 170.0 476 170.0 588 170.0 606 170.0 082 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 14W PDA 621 170.0 1735 170.0 621 154.4 1602 170.0 521 J W MN 170.0 708 170.0 524 170.0 850 170.0 504 170.0 992 170.0 530 17D.0 1133 170.0 081 170.0 1275 170.0 877 170.0 1417 170.0 680 157.7 1577 170.0 We 135.1 1577 170.0 080 118.2 1577 170.0 6110 R 50.626 In 170.0 747 170.0 553 170.0 596 170.0 631 170.0 1048 170.0 W4 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 750 141.7 1495 170.0 758 121.5 1495 170.0 758 100.3 1495 170.0 768 W L-- C) 0 541n 170.0 797 170,0 812 170.0 955 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 180.1 1401 170.0 837 140.6 1101 170.0 556 124.8 t/01 170.0 BB1 106.8 1401 170,0 881 934 1401 170.0 851 co N 601n 170.0 865 170.0 701 170,0 1083 170.0 797 155.5 1165 110.0 578 138.7 1156 te7,0 928 123.3 1156 168.6 017 111.0 1158 149.7 010 92.5 1156 144.5 907 78.3 1168 144.5 003 00.1 1558 144.5 003 l--' � •--1 J 63 In 170.0 930 170.0 745 159.5 1640 170.0 BW 137.0 1019 155.5 680 119.8 1049 141.7 840 108,5 1049 132.0 838 95.9 1040 125.5 828 79.9 1049 119.3 820 08.5 1049 116.0 BID 5g.9 1049 115.9 Big U i 661n 188.6 955 170.0 789 139.0 955 151.3 804 119.1 955 133,7 786 104.2 955 121.4 775 028 055 1124 765 83.4 055 1064 757 80.5 955 90.8 749 59.0 955 06.7 746 -11 056 9a.7 746 z Wa g ' 72 h 1245 803 134.8 697 107.0 803 114.9 881 91.5 603 101.1 670 80.3 503 01.2 059 71.4 803 83.0 649 81.2 803 75.5 042 53.5 803 722 632 45.9 607 50.0 628 40.1 503 69.7 027 (n Z 3 75In 109.2 721 114.1 629 01.0 721 07.0 016 76.0 721 45.1t2B621.9 721 78,5 595 60.7 721 70,1 655 54.8 721 854 679 45.5 721 59.4 589 39.0 721 56.6 661 34.1 72t 50.1 563 Q J 'V >Q 76 In 101.0 1181 105.4 599 04.2 684 BDA 587 722 554 75A 664 70.4 557 56.1 684 64.4 555 50.5 654 59.9 551 42.1 881 54.1 541 36.1 6B4 51.3 638 31.6 804 504 511 Z 001n 05.8 514 67.9 450 54.8 514 67.3 448 47.0 514 50.0 514 44.8 433 30.6 514 405 427 329 514 37.3 421 27.4 514 33.0 412 235 511 30A 405 20.8 614 29.0 403 U7 Z g6 N $4.2 452 55.7 404 452 452 47.0 396 38.7 432 40.0 152 38./ 301 26.1 132 32.9 315 27.1 452 30.3 373 22.8 452 26.0 385L 452 24.2 360 10.9 452 22.8 355 rn uxl 80 106 In 38.1 351 38.9 322 31.7 357 327 317 21.2 357 28.4 351 25.2 305 21.1 357 22.7 307 19.0 367 20.8 299 15.9 357 18.0 29] 337 182 267 11.9 367 16.0 253 W � III In 35.1 370 35,8 300 29.2 338 30.1 301 25.0 338 26.1 330 23.1 292 19.5 338 20.8 2811 17.5 330 10.0 204 11.6 378 18.5 275 335 14.6 273 11.0 338 13.5 268 M U)120 in 27.7 209 26.2 203 23.1 289 23.7 250 10.8 269 20.5 299 IBA 252 16.4 268 18.3 240 13.9 289 14.9 246 11.8 250 126 210 268 11.{ 238 e.7 2BD 10.4 232 Q O O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z s,Q m0 AnchorCe acl Table Iba ANCHOR CAP. ofmt2w Se031W10 2.7k Corclde 35k Cmc. Hahn CMU FUed CMU PTWood Mgal (DP_)X( )=ANCHOR CAP... � � R 5/1a Elco 114.53 Elco 61fa FXo yr ss EtcD alD stcd 912 s1aI lnz stare MULLION AnehorCllp Patterns Anther lyp0 811a Emolm2cm v4•FJco uerecm yla Elco udram u4•Exouaracm ( 7 (OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR US."' ADge0al9l Uemem A near 61n:x GTt Scree B1� Saes' Eage asfaae fin) 1• 2•vz t• 2-v2• etre' V 2•U2• r 2-v2• 2 3.118• 2• 0.46• 0.54• 0.325 CAPACITY REQUIRED'CORRESPONDING TO AN FmKdnmt n 1241 1$•r MNIAA r r 1-w• 1.1/4• 1-v4• 1.04• hv4• av4• r lye• rya sales ACTUAL PRESSURE REQUIREMENT FOR THE 2 A."494.75-Min o.c.l slarnale rromet Cep(Flg 17 390lbs 304 IDS 33 t6411Ds azo lbs 21f3Ins 354 lbs 7401bs 374103 661 Its 916 ms 341 eu 442M 5600$ OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®t.15•Min O.C./Slarmra(or 01W)C9 (Fla 27 400 IDs 7m IDs N/A HIA 3Wibs NIA WA WA WA WA 682 be BBS IOa iiFies CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctnls 423•MIn.O.C.I 2s5Angle C9p3I(F1g 37 78D IDS 700 Be gn 1896103 640 Ib 56o ge NIA 760116 748 roe ow Ws 1892 R. 682 Ds 88596 1120 ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arcters®O.dS'Mn.O.C./U4:ep,In10.12Y Alum.1119 I1 WA w3, WA NIA w3, NIA WA NIA w3, w3, x/3, w3, ion ins CAPACITY WHICH MAY BE USED TO QUALIFY t Arctlar/FCYp F_ JW__ 195 ws a 92z Ba 1351dO Re1711033701bs 197ms 3321Ds 473108 Roos 221 ea 260108 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Archon 01.13'Min O.CJ F-CY g 240 M 350 Im NIA IUA 1 190- ANCHOR WA NIA WA WA 311 IDs 14210a 560 oe ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PI(ODUCr RriVIS11D w complying with the Fla1dB N 1.000'-1 Building Cock FIGURE 1: FIGURE 2: TABLE NOTES: Ac it lioco D.I.1621B•O� -0 Mlion raU21 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. By SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Mi Dada Product tt 11111111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - I3.125" \���pN'1 114 '/,, FIGURE 3: ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO 5CALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '�tOENSC ''•,')' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -' ;' IJO.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500• a Q (Y.- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED "0 S FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' %'S� 5(,N((: . 1'X 3.125"X.5*MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (1•VF MULLION) '� •,rL URtO,••' �G • THE MATERIAL.#10 8#1CK AND 2ANCHORS 6. CN O WOOD MAY HORS INTO ABE STEELL SHALL�1&SDS.OAT LEAST 0 S.S.CREW THREADS BEYOND ONO-Ct3��� A.LYAWLLER,P.E. FL P.E.#68705 TABLE 6A •���� � Munlon Capacity Table(lbs1B2) Opening Width(for ter0ca97-sparrerg mullions)orOpenfn0 Height(tor horizzontalyspamhig mullons) 1151 � 4�501. 601. 701n 501n 001n 1001. 1201. 1401n ISO In t 0.1. TrapRd"rg. RacWnguiot Tropiidar.7. ftalww" TraprRian9. Ra,Walldas Traprniong. Rwtwgutar Trepr7deng, Rectangular Doprrdarq Ftec1 9.1" Tr•prManp. Recfangd.r M.A7da9. Rxlanpdar tlaprTda". 194x.126 l.oadilq Loading Lading Londn9 I.aadnp Loafing Loednp LoadnO la0dp9 Lo•dng Lading Losdhg loading Loadn9 Loadng Loadn(I Loading Loadng Munlon ad.. .. li 21 1 1 z L 42 in 170.0 820 1700 438 170.0 744 170.01 478 170.0 888 1704 1 698 170.01 992 1709 519 170.0 1116 170.0 621 170A 1240 I7O.0 62t 170.4 14W 170.0 521 145e 1469 170.0 621 127.8 1489 170.0 1121 0 W 48 In 170.0 700 170.0 624 170.0 BSO 170,0 584 170.0 sin 170.0 030 170.0 1133 170.0 661 170.0 1273 170.0 877 160.3 1303 170.0 680 130.3 1303 170.0 580 1113 1303 178.0 660 97.7 1303 170.0 680 � LU So.BM In 170.0 it7 170,0 683 170.0 We 170.0 WY 170.0 1046 170.0 061 176.0 tY9d tta.a 727 158.4 1236 170.0 T47 140.5 1235 170.D 756 MA 1236 170.0 766 1004 f235 Me 750 87.8 1235 570.0 758 .+r-' �a � �o 8<h 170.0 797 170.0 812 174.0 950 170,0 891 170.0 1118 170.0 784 161.1 1188 170.0 803 137.2 1168 170.0 837 f236 1186 {749 858 102.8 fS65 170.0 B8t 882 1158 110.0 881 77.2 1158 170.0 861 M M 60 In 170.0 ODS 170.0 701 166,7 1042 Me 797 142.0 1042 181.1 532 125.1 ID42 148,7 815 111.2 1042 136,0 601 100.0 1042 130.2 191 83A 1042 125.1 762 71.0 1012 126.1 762 62.5 1042 125.1 782 � f0 J 6310 170.0 030 170.0 745 151.2 992 ia3.e 815 12p.6 992 144.0 799 113.1 992 131.0 782 100.8 992 121.4 766 907 892 114.5 758 76.8 592 108.4 746 64.8 982 1084 744 68.7 092 fDBA 744 {, 88M tOb.s 947 570.0 789 1374 047 148.0 788 116.1 047 f3O.3 788 10.1.0 917 117.7 762 91.9 947 109.7 738 627 947 102.2 777 88.9 947 95.1 713 69.1 947 94.tl 711 61.7 947 91.0 111 2 �zd m T2 M 138.9 049 1127 737 1132 649 121.5 722 OTO 649 106.0 700 04.9 549 96.4[45a 75.5 649 58,7 666 674 649 627 876 $8.6 019 75.3 659 48.5 849 72.5 O62 42.5 649 72,1 651 9 W i 76 In 118.6 762 120.7 WS 96.3 762 102.6 652 024 762 60.0 846 72.2 782 60.9 642 782 742 620 57,8 762 59.2 613 48.1 782 62.8 602 41.3 7C2 69.9 597 36.1 782 69.4 695 = 78 In IW9 724 MA 634 He 724 84.6 621 76.3 724 62.0 600 60.8 724 744 594 724 86,1 691 63.4 724, 834 603 44.5 724 81.3 513 382 724 61,3 687 334 714 63.5 665 Q J r 001n 69.6 60 71.6 483 66.0 543 60,7 474 49.7 643 529 466 43.5 613 47.1 35.0 143 420 452 34.5 617 39.6 446 29.0 543 34.9 430 24.0 543 321 430 21.7 543 30.7 426 9d&t 57.3 476 68.9 427 47.8 478 ;9.7 419 40.4 476 432 412 35.8 476 3aS 11.8 478 34.8 400 28.7 178 320 34S 23.9 478 28.1 388 203 478 26.8 380 tT.D 470 242 3761001n 40.3 377 41.1 Nt ]l.s 377 31.5 335 28.5 377 30.0 330 29.2 377 263 22.4 371 24.0 321 70.1 317 220 317 16.6 371' 19.0 Me 14.4 377 17.1 304111 In 37.1 357 37.0 323 30.9 357 315 ata 20a 357 27.6 313 232 357 244351 22.0 306 168 357 205 301 154 357 174 294 294 279 24.5 309 241 274 21.0 306 21.7 270 18.3 3tl6 fee 163 308 17.3 283 d�n "7 (73 f!) 144 In 17.0 212 17.2 106 Q x Q Q O D e .to fn TABLE 8B Anc or Caac! Table ANCHOR CAPACITY ADJUSTMENT FORMULA: Iba � a,a 6utsWta; 2.7k Coaerclo 3.61,Cone. Hal-CMU Fded CMU PT Woad Melet ANCHOR CAP.,,e„„„ ggg (DP.,)X{ )=ANCHOR CAP... H18'Ekn 114.85 Elm dt8'Elco Irl'SS Eko 810 Stat 81261551 612 Sted MULLION CAP.,,,,,,,,, AnchorCllpPadema Anctwriypa: 371sEkotBtmcon SLP El..Mason Mr.. 9t0•EIrAUiDaca 114'Ek. AggmGafor (shown Agir•Gat" 9anwlos}Scra17(W) S.,-(Gd) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge DW.Ga on 1' 22117 t• 2.110 3.1ro' I' 2.1rr I- 2AW 2' 3.116• r DAV 054' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emhcdm9nt(pg 1314' 1374' S•J14• 54�d• 7 1.114' Mir MtV 1.114' IAW 1.174 r tart' tars' sodas ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 4;4.1a'MIn.O.C./Slonda6or O0s•ICSp(Rg.182): 300M 390 1h. 450 lbs 1 69096 1644 Has 1 2701M 280lb6 S5/Wa 740tH 3741b5 664168 946 Iba 341 It. 4421be 680The OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnchofS a 2.25'Mtn.O.C.1818nd"d(or Cbet)Csp ft,3) 7009s '/0O V. 58090 /410 th/ V4 Do. I WA 560[be WA 63026 WA 680It* WA 652 au 885 it 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Amtw•01.15'Mh O.C.I 81-"d(n 011,11)CDP Wig,4k Sop roa 14001b4 WA WA WA WA 756 me WA WA WA WA WA 1383 Iba 17701" 2240 N MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anelar•6 W Mi.D.O7(2)2r5A�io CSper9')9.6£ 780 pa 780116 600 6. 15WIb4 lose 540 bs 500 to WA 700•S 748104 See lbs 18921" 692166 88587 t120 CAPACITY WHICH MAY BE USED TO QUALIFY 6 Archon Q 3•Mtn.O.C.1 R)2a6 AS,a/(Flg,fik 11701" 1170 1b. 102p Ina 23401be 2044 Io, 910 W 6401ae WA 1140 lbs 11221a4 1320 Rs 28381bs 1022 fos 1321 Ibs law u ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors 0 0AV Mp.O.C.f ilap,Wo.12V AWn.(Fla.7): WA WA WA WA WA WA WA WA WA WA NLA WA WA WA 5430 tfl4 ANCHOR CAPACITY TABLE 2A.crora 02.25'Mp.O.CIFCOp(Fig,St 330915 35016.5 29p 9q 105f6S 178104 WA 280104 WA 315ps WA 140104 WA 34106 142166 51911" PR(X2UCI'REViSED 4Ahotwra 1.15"Mtn.O.ClFt37p(F4i.9) 48DtGs Teens WA WA MIA WA 3801" WA WA WA WA WA 8021" Saila 512086 asconplyingwith dwFlodda NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. tow I Au,,,Pnllg114 . 3 B9ptnti.0 Dal6 �( TABLE NOTES: B FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: Miam do • • • • • • ♦ • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SFE • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r ld,.:......1f(�4c rri 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1C•' S'F 'P 1.14 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23,HOLES 4.000" 88.105 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW = FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. K • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '�3 T,5! = • • • • ILCONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED YELLOW (? ;�'.`. • • SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 608376 AND BE A MINIMUM OF.126'THICK.STEEL %r n ......• STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK �T' rri�1'Sl ANGLE CUP(FIGURES 588)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 1'X 4'X.125'1 111 t 1j71 I 1 #12 ANCHORS INTO 04000 MAY BE STEEL,18.8 S,$.OR 470 S.S. MULLION A.LYNN MILER,P.E. FL P.E.#58705 TABLE 7A O g r MuIIIon Ca adI T1bI4 tbalftf Opening Width(tor vertically-1pemlry 1,641071)erOpaning Haight(for tt0d2orta6yspar9llrtg mtdbons) 501n 00 N 70In BON gO N 1001. 120 in 140 in 1801n O R.ectangdar TtaptTdary. R,ct•tlutar TrapRhartg. Rectang,du hap!ldana Raatanpds TrapTTh.ng, Root 7A iro74aWtp. Rect afaTnong. RaafanQllu Frapt[dan8• Fkatan9i9a1 TrePrrd.a9. RtctutpWar 7mptTrtmg, C 1%b x.376 enptar a o' Alum.Tube IiOadnp Loading Loednp Loading Lo6ding loading Loading Lo.dng Laedng Loading •Loading Loadng Loadrp Looting Loading Loadnp Loading Loading oGY In! g } _ _ gr _ _ g _Mullion �' $�y$ }gq$ gyp(• ` ,,, �y fills $J� d s3� �1 11 11 g• s7 tS $g� 'py d� fig^ '�g", $C4 ✓ 1G 7F7CG ICS 356 Q 8 K gK 5 16 3gB '.EI I1 1R 10• (n Grim Z N (� 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 858 170.0 601 170,0 W2 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170,0 1468 170.0 621 170.0 1735 170.0 621 170.0 1063 170.0 621 0 581n }70.0 708 170.0 621 170,0 850 170.0 604 170.0 942 170.0 am 170.0 1133 170.0 601 770.0 1276 170.0 ST7 170.0 1417 170.0 00 170.0 1700 170.0 640 170.0 100 t70.0 000 161.6 2024 170.0 650 ? LU 50.8261n 170.0 747 174.0 683 170,0 886 170,0 831 170.0 1946 170.0 084 170.0 1185 170.4 723 }Tp,O 1345 114.0 747 170.0 1494 170.0 758 17OX 1703 }70.0 750 166.0 1910 170.0 768 136.6 tef9 170.6 Itis a 1n Win 170.0 787 170.0 612 170.0 e56 170.0 BDf 170.0 Y11B 170.0 764 170.0 1275 170,0 803 170.0 1431 170.0 w7 170.0 IS04 1TO.D 808 158.9 1794 170.0 W1 137.1 1799 170.0 581 120.0 1790 170.0 001 m O 801. 170.0 085 170.0 Tot 170.0 to63 170.0 797 170.0 1240 170.0 578 170.0 1417 170.0 944 170.0 1684 170.0 498 155.6 1619 170.0 1033 t29.6 1814 170.0 t063 11}.0 1619 470.0 1063 97.2 t8f4 170,0 1063 H J 64 ill 170.0 839 170.0 748 170.0 1118 170.0 050 170.0 1302 170.0 840 170.0 1488 t7O.0 1018 IWJ 1642 170.0 1070 1414 1842 110.0 1122 117.11 1542 168.5 1158 100.7 1642 167,0 1157 aLi 1642 167.0 1157 "1 661n 170.0 074 I70A 760 170.0 1169 170.0 aw 170.0 1364 17al) 1002 180.8 1472 170.0 1080 142.8 1472 158.8 1141 128.6 1472 158.5 113D 107,f 1412 147.8 1106 91.8 1472 140.0 1104 60.3 1472 146.0 1104 721n 170.0 tOSJ 170,0 878 1704 1275 170.0 1009 150.8 1320 188.2 1101 1320 11320 149.9 1082 117.3 1320 137.. 1068 10.i.B 1320 128.8 1644 88.0 1320 111.0 102/ 784 1320 512.8 1013 08.0 i3M 172.6 1012 Z 8 z LLI 74 In 170.0 1122 170.0 937 1194 1154 754.4 1013 12a2 1164 13P.8 984 1122 t164 126.7 978 ge.7 It 64 11&3 064 $18 1164 107.5 952 74.6 1154 97.0 938 64.1 11114 93.1 027 30.1 1164 923 925 78In 160.1 1124 170.0 107 138,0 1124 1/T.0 B8S 118.8 1121 1281 947 107.8 1124 116.6 641 82.3 1124 105.0 910 83.0 1121 80.0 BOB 091 1121 BB.O 880 59.J 1121 84.3 601 81.8 1121 83.2 076 Qr�- pain 100.1 84 111.5 760 40.! 644 91.3 7J8 77.2 841 82.1 724 07.6 844 73.3 712 60t 644 60.5 702 64.0 844 61.4 693 45.0 aU 64.2 076 30.0 644 60.0 660 33,8 00 47.7 592 0 Q N O 981n 80.1 N2 01.6 885 71,2 742 77.2 B52 858 742 07.2 641 65.7 742 69.8 -6.374-r-0-1. 742 64.1 922 44.6 742 49.8 614 37.1 742 43.0 640 314 742 38.. 580 27.8 742 37.6 640 4 b y CO b q Pagg'r 1081. 82.6 388 BJ.9 830 62.1 588 634 621 44.7 508 40.8 513 39.1 088 41,4 505 34,8 WB 37,3 408 31.3 806 31.2 {92 20.1 504 29.6 01 22.3 668 26.0 472 10.6 586 24.7 466 171 h 57.8 565 81.8 T. 48.0 SSS 49.5 405 41.2 655 42.9 457 30.0 55S 36.0 400 32.0 60 31.2 473 26.8 SSS 31.3 467 2.4.0 5t,; 27.1 457 20.6 555 24.3 448 Ito 535 22.4 442 120 in 45,8 415 48.1 N3 384 476 38.0 420 325 475 33.7 420 28.5 473 29.6 411 26.3 476 29.0 109 228 475 24.3 104 10.0 476 21d 305 IgA 476 10.7 707 11.3 176 17.2 301 v x 1HN 26.4 330 20.7 305 22.0 330 22.4 301 18.8 330 19.7 297 18.5 330 17.0 293 18 TABLE 76 ANCHOR CAPACITY ADJUSTMENT FORMULA: r Z 1,0 Anchor Ca eel Table Ib• ANCHORCAP.,,d,,,, - -3 Su1,trola' 271 Go... ].Sk Cmo. ttoawr CMU Filled CMU P71AFx4f Metal (D_)X t }a ANCHOR CAP.,,, 5118•Eba 1p•BS Eko 5118•Elco 1M•Se Eka 410 Sled 912 Steal 012 Slee) MULLION CAP.,,„,,,_ Anchor Clip Pattern$ A"o`-Type' 3116-fit o Ulbaeon tN'Eko UlBacan 1%6,041 3Ii8•EkO UIOmon it4'Eko UOracm AgproOeta U8•con AgoteGaWr S.M.(a518bn:x(GS) 6arm(G5) USE THIS FORMULA TO QBTAiN THE'ANCHOR Edge duanca 11.7 r 2.177 I' 2-111• 3.118' 1• 2-112' r 2.112• 7 3.1w 7 0.46" 4.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedueat(N3 1-314• 1.314• 1,311• 73x4• 7 1a7r I 1-t14• 1-114• 1.114• 1.114, I-174• 7 1.3t8• I.&V wrl" ACTUAL PRESSURE REQUIREMF-NT FOR THE 2 Anchon®4.7YMN.O.C,/Standout or OBsel cup ft.162): 390 W3 390 tbs 450Ila BOO Wa 1944101 270 Wa 28016. 354 Me 740W 37411, W4 lbs 9469k 341 lba 44211, 0tbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anatwis 12.25•Min.OR 1 Standard(ar08aat)Cop(Fig.3}: 100 Ws 700 W, 580643 141016* 952 4,a. WA No lbs WA law to. WA NO to, WA 652 roe abs t1, 1120 raa CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Mchon Ig 1.75 MN.O.C.I Standard tot 0Iba1)C6p(Fill.4)i 060 648 140011, WA WA WA N/A 7a01ta WA WA WA WA WA 136311, ilia 11, saw W. MULLION.IT WILL YIELD A MINIMUM ANCHOR _41AM 03'Mt0O.C.i(2)215An0b Cips1(Ftg,5}: 760643 786f1, NO V. 1560 it. lega W* 340161 No" WA 760643 748M, 58010. 1892 to. 862 Ws W5Im 112064* CAPACITY WHICH MAY BE USED TO QUALIFY GA hw-0 3'MIm O.C.I t2)2(5 ANla Alps l(Fp.8): 1f701ba 117011, 191,w Z F011, 2644 in. 81011, x016. WA 114015, 112211, 132011, 28]B 161 1022 @1 1327 W. 1660 W. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Awt-00745•MN.O.C.l U42ip,NW.125'A1um.(FIg.7): WA WA WA NA WA WA WA wA WA WA WA WA WA NfA j 1430.6 ANCHOR CAPACITY TABLE. 2 Anchors 0 2.25•MN.O,C!P4'21p(Flp,5): 35011, 350 r. 290100 705 643 4701bs NIA 280164 wA 315101 WA 410 t6s WA 311 t6t 4/2Ib 560101 PRODUCT R6VtS[D 4,01x64.01.15"Min* C!FLtlp(FjT 9): 480 Ws 700 bt WA WA WA WA 300Ib3 WA WAWA WA WA 682 We 88511, 1120 A. m Cutnplytog with dt0 Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building Coda -� 1.062^ r 11.000 Acmp4mcc'a16-o2I8.a e40 " Delo / ?,) TABLE NOTES: B FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION lmtYfct • • • • • • • * • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t 11 I I I I) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, ,\"N", (vyNN 411 4 1�!rrr/ ".�`�•.•'�1Gf_I-0SQ• '•,n4, • • • • • • • • • • 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' Nu.50705 SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ -• FIGURE 5: FIGURE 6: FIGURE 7: - �eti: • • • + 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ,. ...u- 6 1U GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE ;.� u u/ • • + • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF0.65.ALUMINUM SHALL BE t. ;.{�`•.,• f T`01, 6063-TS AND BE A MINIMUM OFA 25•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' • fL-_-_.J .376' ,375" i f�-, THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THtCK ANO 436.ACt ANCHORS �T rrrr'Srnj ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SNALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#50&012 1'X 4'X,375' 1'X 4-X.375^� A.LS'NIVi MILLEE},P.E. ANCHORS INTO WOOD MAY BE STEEL,W8 S.S,OR 410 S.S. 'T'-MULLION MULLtON FL P.E.#58705 gm TABLE 8A o i`l11nn��r� Fl Mullion Capacity Table lbe1111 T: taR n Opening Width(for vertically-sparring mullons)or Opening Height(for horizordally-spanning mLWonS) 501. 60 in 701. 1 00 in 90 in 1001. 1 1201n 1401. I80 N kpt'R 1.25"X Rectano Traprrdang. Rectangular TmWTdanO• R.dangalar Traprrdang. Rectangular Trapnilang. Rcct.0. Traiarnlalp. RoclangWor TnWTdang. Root.guru TrWTdong. Raclangul. TmpmWng. Rectangular TnWTdwg.Loading Loadi.11 Loading Loading Loafing L.aadltg Loading Loodn9 Lowing Loading Laadng Leadirp Lasing Loadn9 lAadrp Loading Loading LoadN9 oI� 3.188"X d .285 Alum O 0 6 d O^ 0 8 9^ 3 O d ` fill,� 1` -1 1^ �^ O 1^ 1 .1 04 o m Tube Mull i sIS g � azgg z �� (� 421n 170.0 620 170.0 435 170.0 744 170.0 47a 170.0 688 170.0 505 170.0 992 170.0 519 170.0 1116 170.0 $21 170.0 1240 170.0 521 170.0 p63 170.0 0.41 I7a0 1735 170.0 521 161.6 1799 170.0 521 IS O 1+1 4850 170,0 708 170.0 524 170.0 650 170,0 604 170.0 92 170.0 670 170,0 1137 170.0 get 170.0 127! 170.0 977 170.0 1417 170.0 660 163.8 1635 170.0 Oe0 131.7 1639 170.0 630 116.1 163E 170.0 0.60 J W W.8261n 170.0 747 170.0 663 170.0 am 170.0 931 170.0 1018 170.0 Seo 170.0 1195 170.0 723 170.0 1346 170.0 717 167.0 1489 170.0 758 i39.x 1496 170.0 768 119.3 1468 170.0 759 104.4 1468 170.0 Tae W o� � w W 170.0 797 170.0 612 170.0 956 170.0 591 170.o 1118 170.0 763 170.0 1275 170.0 603 163.1 137E 170.0 1537 14E.a 11376 170.0 855 12.3 +376 170.0 gat 104.6 1376 170.0 661 91.7 1376 170.0 581 rn C3 I m Win 170.0 885 170.0 701 170.0 1083 170.0 797 155.8 1158 170.0 878 139.0 1158 107.4 930 123.E 1156 165.8 919 111.2 1156 150.0 912 92.7 1156 1446 905 70.4 1158 144.8 GOES 69.5 the 144.a 9D5 f.- LU ell In 170.0 630 170.0 745 160.1 1051 170.0 ave 137.2 1051 155,9 582 120.1 1051 142.0 638 106.7 1051 132.3 637 96.1 1051 125.7 530 80.1 1851 119.5 52 99.6 1051 IVA 1121 80.0 1051 119,1 1121 68 In 167.1 957 170.0 780 139.3 957 151.6 506 119.4 957 134.0 790 104.4 957 121.9 T77 92.a 957 112.8 767 a3.6 957 100.6 769 69.0 057 100.0 750 59.7 957 915.9 7b 52.2 957 98.9 748 711. 1211.7 501 1752 805 107.] 563 1162 663 914 804 101.3 971 80.1 $04 DIA 680 71.5 804 81.1 B!0 51.{ 0.6{ 76.0 04] 6J.5 604 72.J 633 46.0 0.04 88.9 820 40.2 004 eB.a 920 7 W F78i� 109.4 711 114.4 630 91.2 72 87.2 We 75.2 72 85.3 609 68.4 72 78.7 590 50.9 72 70.3 50.6 63.7 773 65.6 550 45.9 72 59.5 670 39.1 72 56.7 565 71.2 721 58.2 663 ...1 Z 5101.2 685 Ios.a See wA 685 60,6 558 72.3 865 76.5 5T7 63.3 585 70.5 Sae W.2 685 91.5 660 50.E Us 60.1 553 42.2 065 63.3 633 3a.2 885 51.4 837 31.6 655 50.7 536 I,-, CD 65.9 615 88.o 457 63,9 515 67.E 449 47.1 515 50.1 441 113 515 44.7 431 311.5 515 40.5 42a 31.0 S15 37.4 421 21.5 516 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 NQ 6X ZOw.] 453 55.8 404 45.3 453 47.1 397 35.6 453 41.0 391 33.0 453 30.4 385 30.2 453 33.0 370 27.2 453 30.4 374 2.6 453 266 36a 19.4 453 24.3 360 17.0 463 2.9 358 � Go 36.1 350 39.0 32] 31.0. 360 J2.8 318 27.2 358 20..4 313 27.6 350. 26.2 J00 212 756 2.7 301 19.1 J60 10.6 300 16.9 J58 18.0 27 WMS 35.1 335 35.8 305 20.3 730 70.1 301 251 336 26.1 297 2.0 330 23.2 2] 19.5 330 20.9 258 17.6 338 10.1 285 Q' X SO 27,5 290 28d 284 13.2 290 23.8 250 19.8 290 10.5 266 17.1 280 162 253 164 190 18.4 2{9 L) N 16.1 201 te.3 163 Q e Z to rn mO s� TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: m� AnchurCe s Ity Table(lb.) ANCHOR CAP., , suoalnle 2.7k CorcrHa 16k Cmc, HoOow tlAU Filed CMU PTWood MO& (DP,)X( )=ANCHOR CAP... 916'FJtp U4•SS E1ca 916'Elco lie ss Elco 1110 Sleet #12SIeu x12 Steel MULLION CAP.,,,,,�1 Anchor Clip Patterns Mcnar type ylc Elcd unram v4•EXOuuacon Uaracon 3'18'l]co Ullraon v4'EXOUNmcon A9g00afor 1411-101 A990381W Scmw((36)SEE M(o5) 3crna(G'.0 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Clstame On) 11 2-112 1• 2412' 3118' 1' 2-Ur 1• 2-U2' r 3-118' 7 0.48• 067 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emtcdnml n IWO 134' 13/4• 134• r 1-Ud• t•U4' 1.114• 1-U0. 1-iM' 1-t/4• r tea• 1318' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchors®475.6917 O.C.1 Standard a 011W Crp(Rg 1) 380 Xa 363X6 dive Ws 800 an 16"bs 270 its 200 In354 ms 740 Ito 374 Ds 663144 946 t8 31110s 442 Me 1 56005 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arch-®1.151 Min.O.O/Stonewall or Oleet)c (Fig 2) 480 des 700 9e NIA WA NIA IIIA 380 to NIA WA HIA WA LOA Fel Ws 855 ms 1120 d CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchors @ 7 Mo.O.C.1(212(5 Angle Clips l(tg 3) 780509 7509n WOWf 1560 Me 1996 Ws 510W 663 lo, N/A 750115 748 Ws US 0E we Ws 662106 095ge 1120 Ws MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anciors Q0.45•Mtn.O.C./UClip.Irdo.12B Alan.(Fig 4) NIA ILA NIA WA NIA N1A WA NIA WA NIA WA WA NIA WA 1430 Its CAPACITY WHICH MAY BE USED TO QUALIFY I Anclor/FC9p Dia 5) 196 bs 103 Its m Ws 446 Ra 62 W0. 13!Ws 140 WB m Ws 37o1ra tel bs 332 led 473 ttn 170505 221118 2BOIm ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 0 0.16•MIn O.CJFCII o% 240 His 310 to NIA WA NIA I NIA 1Wm NIA WA NIA WA WA 341 Ws 44200. 660505 ANCHOR CAPACITY TABLE PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. us complying with 1119 Florida Bai)dingCoao Ifo bZl 0 FIGURE I: FIGURE 2: F'-1250•-�{ E ceplan.Detc 2bZ1 ce No TABLE NOTES: . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 4410.111 o rra11r9e1 til 11111! 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3,188' �_.•'•tCFNB� '•.`� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS , F,* BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265• _ Mu.687(15 IN PAIRS. - /� J a71�('111 - q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 0 (� D ��GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL () + DFIGURE 4: FIGURE 5: FIGURE6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ; �)•'. S'G'ti L U •= • 8083-T6 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 ANDGR101".•' ('�' .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL 1.25'X 3.188'X.205^MULLION �`�`p\••......... ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (7.1/4'VF MULLION) / ONAk- #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYt4 IMILLP.E. FL P,Et{58705 TABLE 9A Mullion Capacity Table(lbeIfe) Opening Width(forwracelly-apanrdrg mumona)or Opening Helpht(for h9dzonmByapeming mullions) G•'� S Spn Sol. 701, 801n 90 in 1001. 1201n 1101. 1rA n � O RaclaWlar Tr.p/TAano Raal.n9abr VWTdao9. Re argnaw r Tmp1Tdan9. RaCtan9N.r Tnip/Tnan9, Raal.nryW TnprTwrg. Rmlulpamr Tr.pirnna Rectangular TnpRd.n9. R.atangi TrapRrbng RW acgalar Trsp/Tdug 1.26N3.25 Loading Lowing Lwdn9 Loadn9 LoraBg Loading Ldng Loading Lwdrg Lwdnp L..ding Laedkg Loading Lwdn9 loadkr9 L..oag Lwdrg Lading N.100 la $$ hh Alum.Tuba ^ p^ g^ U k^ p^ k^ p^ p^ pg^ tl^ 04 t` Mdmoe2 & Zlm N /2 in 170.0 620 170.0 435 170.01 744 110.01 479 170.0 860 170.0 No I 170.0 992 170.0 519 170.0 1118 170.0 671 1517 1110 170.01 671 1R.7 1 lite 170.0 621 109.6 1110 170.01 521 95.8 1118 110.0 521 0 48n 170.0 700 170.0 624 170.0 050 170.0 504 107.0 910 110.0 am 1&1 970 170.0 081 130.4 918 170.0 677 117.7 978 170.0 680 97.8 1" 170.0 680 83.6 978 170.0 080 713 970 170.0 NO J 6.676. 170.0 747 170.0 603 170.0 888 170,0 631 150.7 027 170.0 684 131.9 027 186.5 706 117.2 927 159.1 690 10..'.8 0x7 168.3 680 07A 921 168.3 605 75./ 971 158.] BBS BSA 071 168.] 885 = � td 6/In 170.0 TBi 170.0 012 +64.5 aB8 IT0.0 Sol 132.5 869 163.9 88.7 116.9 680 14/.B 600 10.7.0 869 134.0 660 82.7 869 128.6 654 77.9 BBB 120.8 652 88.7 089 128.8 052 57.8 BBB 120.0 851 u) p 60 n 147,1 740 151.8 671 119.1 746 97.9 820 102.7 748 117.0 BOB 89.3 710 101.8 699 IB.B 146 101.0 692 71.8 748 98.8 687 69.7 148 017 607 61.2 748 87A 603 14.8 718 917 683 m (� m ~ Win 173.7 077 177.0 679 101.1 077 11].] Sae 884 071 100.1 555 77.3 677 91.4 610 88.1 871 85,2 639 01.9 011 81.0 611 BL9 677 77.0 629 41.2 077 78.7 529 35.7 877 78.7 529 CJ r0 J 661n 107.0 617 114.1 030 89.7 617 97.6 510 ISO 817 68.7 509 67.3 811 78.1 600 59.8 811 72.0 494 61.6 817 68.7 109 44.8 617 64.4 481 3a.4 817 63.7 402 318 617 811 402 � p• � }x14 02.0 518 87.1 160 89.1 616 747 440 59.2 610 85.1 132 61.0 610 68.0 126 40.1 616 61.7 419 4u 610 50.7 111 31.6 610 48A 400 19.8 610 11{.0 105 76.9 SIB 45.0 405 Z f 78N 70.6 185 117 108 5e.7 IBS 028 388 50.3 465 6/.D 300 44.1 485 40.4 381 3B2 485 15,3 378 35.2 485 42.2 314 29.4 465 39.3 367 25.2 185 ]0.5 381 17.0 186 362 383 W i6ln 65.7 441 550 387 54.3 441 51.7 370 48.6 441 60.5 372 40.6 441 45.4 386 36.2 441 0.11 360 32.8 441 38.7 354 27.2 441 14.0 349 23.3 441 17.1 348 20.4 441 327 346 J Z BOn 12A 3Jx 43.8 296 35.1 3]2 77.0 789 ]0.3 311 32.3 284 2a.6 112 201 260 2].e 317 261 275 21.2 132 24.1 272 17.7 372 21.3 280 16.2 332 19.6 282 113 332 18.1 750 ¢ C, a- r�- ~ aO Q W p BB n 75.0 281 36.0 200 20.1 x61 b.3 160 76.0 291 28.4 267 21A 791 77A 240 19.4 291 21.3 2N 17.5 281 19.0 241 14.6 291 11.1 735 1:5 201 15A 732 Z 100n 24.6 230 26.1 700 20A 730 21.1 205 17.0 7b 18.3 201 ISA 230 10.2 100 n �9Z p 111 n ?26 210 27.1 107 180 710 19.4 101 16.7 218 18.8 191 14.1 218 11.9 lea N T� 120 N 17.9 197 10 3 170 14.0 107 16.7 187 � � Lp U N Lp Q O D ZIRV TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA:AnchorCo ael Tabla Ibn ANCHOR CAP.,,,,,,,, BWaOafe: 2.Tk Cacmtej2-11Z' 3-jW k Cone. Iia0rr CMU Filled CMU PT Woad Male) (ppa,)Xr )=ANCHOR CAP.,,, 0'Ela IIP 66 Elco Nt6'Eleo IIP SB Elco 010 Steel 1012 Steal qx skd `MULLION CAP.,,,,,.., Nchor rypa: 3110•Ela Ullman 114'Elco 1110•Ela ultnca 1l/•Elco U11-on ) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Cep PORema 6mca Ap968 Ela U1"Elo A9geDafor 010Steel 9u2 Steal 1112 SlOS Edge Dblanw On} t' 2-Ur iv 776' 1• 2-112' V 24/Y z• 3-1/8' 7 0.48• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedanen+(in 1-3IP 1-34' 1-3'P r 1-114• 1-1/P1.1/P I1q' 1-111' 1-114• 2' 1-/a• IA. +elmsACTUAL PRESSURE REQUIREMENT FOR THE 2 M1chm@43Vmin.O.C./standard oroffut alp 1FIg.Ir 3902e 390 m. 45016. 44 Pot 21016. x801.3 3Miba 74007 774 ms 6041. 9101. 341 ma 44xile 560 E. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®1.15'Mn.O.C.I standard(of OIbel)ap(Fie,2) 1601. 700103 WA N/A WA 38019s WA NIA WA WA WA 682 I. B851b. 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AINMr.a r Mn.O.C.1 R)215 Angle aps I(Fig.3] 780 Da 780107 BOO W. HV. 5401. 5601b. WA 780160 716 n. 68010. 18921. 08210. 8651. 112016. MULLION.IT WILL Y IELD A MINIMUM ANCHOR 3Afc.gQ0.56'Min.O.C./U47p,nm.100Akm1.(Fp.4): WA WA WA NIA WA WA WA NIA WA WA WWA WA 950 Ca CAPACITY WHICH MAY BE USED TO QUALIFY M!be 121. 175n. 14011 177It. 371 Il 1611. 112 He 1731. 170 wa 2211. 280Ibe ADDITIONAL ANCHOR OPTIONS FROM THE 2Ahs 1.15'Mn.O.CIFdp(Fq.S): 210Da 3501. WA WA WA 1901. WA NIA WA WA WA 341 ibl 4171. 660 Ee ANCHOR CAPACITY TABLE. PRC1DUCr REVISED w complying with the Florida U+rild n Cock D j FIGURE I: FIGURE 2: 1.250- FIGURE No 402 TABLE NOTES: U+pirulion Dale • • • • • iy 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 11 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Jell do Product to 1171 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \\�� FIGURE 3: •(��, �' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.269' •;•�.. ••'�aCC-IJSp i CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �' '•,iT BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.58705 _ IN PAIRS. q SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .100' a• •- !.'' FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •'0 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %'��'., y-•q i ;'�!� • • 6083-T6 AND BEA MINIMUM OF.100"THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND ' �i�'••.,F•'•'LOftIG!; HICK(18 GAUGE).STRUCTURAL ST ,�'j' .045'TEEL TO BEAT LEAST.125'THICK AND A36.ALL i �• S 1.25'X 3.25'X.100' �i l . ' • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION '/:"JUNP�1. #10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.%YNN'OL1.8h:P.E. • FL P.E.#58705 TABLE 10A ry Muigan Cpp■clry T6Dte 8h■4e) Opening Width(for wdimlyspenNng migiOm)orOpening Height(forharimtielInpanrling muttons) a 6o In 60 In 70 In BO In 90 in 100 in 120 in 140 N 160'' 126026 326 RaetangWar TrWftim9. Reean0riar -plman9. Reoctmdw Tnp?mmg Pwmgla, T1ep7donRnu4 Tr RT Rr TrLf R/Umt Tr pRLoRar�. Load9 Loading Loading L."If Q Loading Load89 L.".1 LoaLnadiq Loming � L.n Loading a O ppY b A mull)Tube .S lIn aI 16- p •e � .1 a % uEel� � aes 1 1 1 1 &1 § n1 v- I F ;; t e ; U Ive v $ v5: Wd 1i+ Yd 1 @3 g � f3� 8 fd � � #' �a f f8 f3 a �a f3 € 8 111 � Z m. o 42 In 170.0 620 Oak 475 170.0 744 170.0 478 1100 860 110,0 506 1100 992 110A 518 110.0 1116 110.0 621 170.0 1240 110.9 621 170.0 1468 1700 621 170.0 1735 1700 521 110.0 1987 1709 521 � 48 in 710.0 708 170.0 611 170.0 050 170.0 561 110,0 992 170.0 670 170,0 1133 110.0 661 170.0 1276 110.0 577 170.0 1117 110.0 6W 170.0 1700 1700 660 169,7 1!T! 1700 6110 146.6 1979 INA 6110 0 2 506268+ 110.0 747 110.0 S63 I70A 594 170.0 631 1700 1046 170.0 684 470.0 1195 1700 723 170.0 1345 1700 147 170.0 1494 1700 TSL 170.0 1793 170.0 766 152.5 1077 170.0 766 133.6 1877 170.0 766 2 (3- 54in 170.0 197 170.0 612 I70.0 956 170.0 691 170.0 1116 170A 761 170.0 IRS 110.0 903 170.0 1134 170,0 031 170.0 1594 il0p 858 166,4 1769 170.0 861 134.1 1159 ITDO 661 117.3 1769 170.0 851 w Q 117 601. 170.0 885 170.0 701 170.0 1063 116.0 797 170.0 1240 170.0 670 170.9 1417 110.0 944 10.1 1511 000 9% 145.0 1511 17p0 1033 120.8 1511 170.0 1053 1016 1611 1700 1063 90.5 1511 170.0 1063 � � � O3 63in I10A 930 110.0 146 1700 1116 170.0 ILSD 170.0 1302 110.0 940 166.6 1370 1100 IDIS 139] 1370 1700 1076 125.3 1310 164.9 1082 104.4 1370 165.9 MY 01.6 1370 t55.3 ION 78.3 1370 166.3 1079 g d = 661. 170.0 971 170.6 109 170.0 1169 170.0 903 165.6 1240 170.0 1002 1362 1240 1SBA 1013 121.1 1216 147.1 1000 108.9 1218 .139.0 989 90.6 1218 130.4 970 71.8 1210 129.0 976 66.1 1246 129.0 976 Z U)6 721. i6J0 1M4 7700 178 1340 1049 756.2 892 1749 1084 132.1 075 104! /049 719-f 869 93] 1619 109.7 048 03.9 1819 102.1 1178 690 1049 98.7 026 69.9 1679 912 020 62.4 1041 91.1 020 --I g$ g 76 in 112,7 411 114.1 071 118.9 911 126.9 ODS 101.9 611 111.2 791 89.2 BN 100.0 777 79.3 911 91.7 766 11.1 911 86.5 157 59.6 9N n.6 7N 51.0 911 N.0 737 11.6 911 73.3 736 ...�....jj 6 2 70 in 171.0 894 Ui.b 783 110.0 894 116.9 76/ 913 BW 102.1 763 02.0 896 91.9 740 13.3 891 01.1 7]0 66.0 691 78.1 721 65.p 091 70.7 107 41.1 041 67.0 701 U.] 691 66.1 690 so In 65.9 671 68.7 696 71.6 671 709 605 61.4 671 65.3 Sts 53.7 677 $0.2 656 FT.7 671 52.8 566 430 671 48.6 651 35.0 571 43.1 dM 30.7 671 39.1 631 269 611 37.9 626 Z m Q 4 961n 10.0 690 12.9 627 690 690 61.1 SIB 60.6 690 614 509 11.3 $90 47.6 602 30-3 d69O43.0 494 35.4 590 39.6 480 29.5 690 71.7 4n 25.3 690 71.6 169 22.1 b90 29.0 IW Q X zUS in 49.7 466 60.5 421 Ii.t 466 426 414 35.6 466 37.1 400 37.1 446 32.9 402 21.6 21.7 398 N.9 466 27.1 39t 20.1 466 23,6 382 171 466 21.2 315 iS.5 466 19.5 3701111. 45.0 441 16.1 4D0 302 N7 ]9.3 393r25.9 N1 71.1 301 246 441 30.2 767 26A 272 376 22.9 Nt 24.9 312 19.1 441 21.6 353 16.4 Nt 19.3 356 11.7 N1 11.8 351m1201. 763 370 J69 SN 30.2 370 71.0 739 770 tag 334 22.1 376 23.7 329 20.1 213 326 16.1 376 195 321 15.1 370 16.7 314 to � � 144 in 21.0 M 212 242 t7b 262 17.5 239 262 16.3 236 u) z TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: dTOdG AncharCapadly Table(lbs) ANCHOR CAP.,,,,,,,,,4. Su4N4i6 2.7k Corrrtdp 3,5kCa1l. Hallow emu fmdCMU Prwood Md9 (DP,,,jXt =ANCHOR CAP.,,, 4116,Elce V4'S8Eko 1216•Elco 1140SSElco 010 sled 4n2Slcel 012 Steri MULLION CAP., ,,,,,, AnchorCii Aattam■ AI1cRa7yp0 3'tBElmlaltaean vrEicaUIX�a1 U�con 9t6'Efeoutr4cm vrEkpualaton ( > lits) M USE THIS FORMULA TO OBTAIN THE*ANCHOR p 0/10470040 U6letpn A+�reGda Screw Gb Strow Sc4e1! Epee Dlslarce n) r 2-v2* I I' 2.112 0.va 1' 2-11r 1' x-t/r r 3-1rtr• r 0.48' 1150 oa2A' CAPACITY REQUIRED"CORRESPONDING TO AN Emeeanml onj 1,V4" 1-wr I-V4• f-+r r 1.1140 1.114• 1-114' i-vr 1.114" 1-174• r I-"8" 1-war vases ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anc41s Q 477 Mtn O.C./SWUM a 00d CIO(Flg 17 396 ms 301,1 450M email 16"w9 270100 2809s 351 ms 74014 374019 661011 -i76 IW-- Sit is 44218 911 OPENING,WHEN IT IS LOWER THAN THE MULLION , 4 ArcWs Q 1.15'MIn O.C•i StwO&d(0r Dftl)rAp(Ra?A 4669» 710 ffi NIA WA NIA NIA 38D Ino NIA WA WA WA WA Want am 8n 1120 is CAPACITY(FROM THE TABLE)OF THE SELECTED 4A7XIan®3'Min.O.C.1 M215Arple C6p9I(Fla,3) 700W 78014 IH110t ism to lam IN Slows 681 on NIA Tmf4 748 Ds Sail Im 1892 ns 60xWt 86614 11209s MULLION.IT WILL YIELD A MINIMUM ANCHOR SAnCtm�0.54'M01.O.C.fU ,9do.tOP P1t■6. 4g 41NIA WA N/A NIA WA WA WA WA WA NIA WA WA WA WA a30ms CAPACITY WHICH MAY BE USED TO QUALIFY I Arcta7/FCpp(Fla 53 196101 16s ea 225 Pos N5 94 ea2(m 1311 Ws 140 as to 01 370 l4 le7 u! s328s .314 /70106 x2114 2110 ae ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancnns@l.tY Mtn O.CTFC9 a 2m 101 SSO GI NIA WA NIA NIA 190 m■ N1A WA NIA WA WA 531 lDt 412 Rs 6607tH ANCHOR CAPACITY TABLE, PRODUCT REVISED m complying with*0 Flolifpe FIGURE 1: FIGURE 2: Building Coda �62��b TABLE NOTES: 1.250' Ex4imdon DNS' 71 • i • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION Dy ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miam Dad°tloda0t 111111111 , 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$ANWOR OPENING WIDTHS ISALLOWABLE. .1 +��1. 4;70 FIGURE 3: r`�.�Q) ., ..ze ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260' r, yiCLNSE 1 CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t r F* BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. F! .5+770.1 IN PAIRS. 4}SUBSTRATES:CONCRETE SHALL CONFORM TO AG!301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 6: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 624' .•) _ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF Ob&ALUMINUM SHALL BE _� �u•.- 5 ITE • • 6063-T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND T � •r.1,pFttUF:,-• • • • ANCHORS INTHICK18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125' TO METAL SHALL EXTENDD AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 325 X.824".ALL �r � ............... ' ��t`' 1110 81112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S,S.OR 410 S.S. MULLION II r • A LYNNJMILLk P.E. FL P.E.#58706 TABLE 11A 16 Mullion Capacity Table Obafte)OpeninaVAdth(Iorwadka*spannfagmtCom)orOponlnp Haight(for horizortaVispannig mzt6ons) lid F 50 in 601n 70 in 80 in 90 in 100 in 120 in 140 in 160 in 126 IS N4cun9Wx Tmprnieng. Raclang,dx T-1,96.rp Radsngdu Trap/rdaag. Ranlnri9u1. TwpTtdang, RSHanp,tat Tupfttimg. .it.d rglr Top(rriup. R.d pafsr Trap'Tdsag. RsdanpWar Trap+riisn0. Raclsagdsr Taptrr4ng. %•024 Loading laad6p leading LOadng Loding Lnadap LOadinO Mang lasing Lnadng Wiling Lnding Loading Loading Laadip LOadin9 Lading lading 9Y w 66 U Alum.Tub, .5 � $,. � E � $.. .$.. �'.. > .g 59.- •�-.- •8E_ 5... §'.. � �.•. � _ �• " •T b.- 0' MuIIIon :�. € :� a S6 & :E e $ I E� Ca a fa s �A @@g I I� u u v u8' u Uv U U u U U u ug u <39 u u u 6v u u u u u u U uyE u > � '� �, r �' 5S 5`2• ti & 5 �a& 6 3 ,`$ €' �B a 8.4y Nfn � F s'2 ae a �a 1 .a 1 g8' 18' N 1 .18' > � a �� �a �� a 3 � s8' 3 �a �€ g8' �G fa �� f& � �a �� �a` s' �a z �• � Fw- 421n 174,0 624 170.0 435 170.0 744 BOB 478 170.0 869 170.0 606 170.0 992 170.0 519 4700 1116 170.0 $21 17011 1244 170-01 521 170.0 1488 INA 621 INA 1736 170.0 521 170,01 1983 170,0 1 621 0 (y 481n 170.0 706 170.0 521 110.0 850 110.0 554 17OA 992 170.0 630 110.0 1133 170.0 661 170.0 5276 570.0 671 Ilea 1411 170.0 680 1101 1100 1TO.0 Ego 170.0 t903 170.01 600 INA 2257 110.0 680 _j _ 54.626In 170.0 747 IT6A 663 170.0 696 170.0 631 ITCO 1046 170.0 684 570.0 1195 110.0 121 BOA 1346 t70.0 147 170.0 1494 1700 766 170.0 1193 NO.0 766 170.01 2092 170.0 756 110.0 2391 110.0 756 � Q'a 613 3 0 611n 170.0 1 191 170,0 612 110.0 956 1 110.0 691 110.0 1116 170,0 761 110.0 1276 110.0 007 170.0 1131 110.0 637 170.0 1591 170.0 966 170.0 1913 1/0.0 061 17001 2231 1700 061 160.2 2493 110.0 661 ca O 601n 170.0 085 110.0 Tot 170.01 1067 170.0 191 170.0 1740 1100 076 170.0 1411 170.0 044 110.4 1591 110.0 996 110.D 1771 110.0 1033 170.0 2126 VOA 1083 140,31 2163 170.0 1067 129.0 2153 110.01063 � rq CO V1 63fn 170.9 930 510.4 746 1700 5116 BOB 850 170.0 5362 174.4 960 110.4 1488 170.0 1415 BOX 1613 170.9 1076 1701 1859 170.0 1122 1669 2060 U00 1169 1345 2060 1700 1111 117.7 2450 BOX 1171 W 11 In 170.0 971 110.0 789 1740 1169 170.0 003 110.0 136/ 170.0 1002 170.0 11458 110.0 IOB6 170.0 1757 170.0 1155 170.0 1910 170.0 1210 143.0 1966 110.0 1216 122.6 1996 1100 1296 101.2 1966 INA Ina Z U)i s: 72in 110.0 100 110.0 078 1700 1275 170.0 1009 170.0 1499 170.0 it2a 110.0 1700 t701 1226 1154.11 1134 110.0 5315 US.? 1734 169.0 1366 116.6 1134 1569 ISM 99.1 }734 130.4 f352 66.7 1734 150.2 1752 •--1 g ..} o 161n 170.0 1122 170.4 477 170.4 1346 170.0 1080 168.6 1556 1TOA 1209 141.4 1566 165.2 1285 Ui.7 1 1666 1516 1266 117.9 1556 111.3 5255993 1556 128.3 1229 841 1556 122.7 1219 13.7 51466 121.2 U16 WW i 70TH 110.0 1111 150.0 981 170.0 1301 110.0 1718 155.8 IIiT 169.7 1346 176.4 1471 162.0 1224 1211 U/ 1177 139.1 1706 109.1 1417 129.6 Her 90.9 1477 116.9 1169 77.9 i 110.8 1169 60.2 5111 109.3 1161 ,- 907n 142,0 1110 146.5 996 1194 1110 123.9 960 101.6 11/0 107.91 961 88.0 1110 96.3 936 78.9 1110 67.5 922 71.0 lite ea.? via 597 Ilia 7L3 of 60.7 1110 666 876 44.4 1110 62.7 070 96 in 111.0 915 120.7 072 97.6 975 101.5 896 031 975 58.3 942 132 975 795 078 66.0 975 11.2 017 605 976 65.4 507 48.0 976 51.4 769 41.0 975 621 176 366 916 49.3 761 Z Ica I. 02.2 111 841 696 68.6 771 10.1 695 68.7 171 6L3 874 61.1 71'1 64.3 664 457 711 49.0 655 41.1 771 44.9 611 31.3 /il 70.9 632 29.4 771 33.0 621 26.7 171 321 617 rn q o�gQ Iain 75.7 730 77.3 661 63.1 730 65.0 650 64.1 T30 581 640 41.2 730 49.9 631 42.1 130 45.9 672 71.9 130 IS.i 674 71.6 7]0 35.6 608 27.9 730 31.9 599 23.1 130 29.6 6H1 CO S2 S2 1201n 69.9 624 141.0 $69 499 624 611 650 428 624 44J 562 37.5 624 39.2 611 7].3 634 35.7 637 30.8 621 ]2.2 631 25.0 624 71.1 619 x11 674 x1.6 609 10.7 921 72.6 401 X iii in 34.7 433 35.1 400 20.9 433 22A 395 24.0 433 25.4 390 21.1 433 22.4 305 19.3 433 209 395 17.3 433 SH 2 716 V N Q Z mM Q Q d T o TABLE 11B AnchorCapacity Table(Ib,) ANCHOR CAPACITY ADJUSTMENT FORMULA: .�T lY � ANCHOR CAP.,,,,,,,,,,, $ � � SOD3101a 2.7k Concrete FNI/A He"CMU FNa4CMU PTWOOd 174.5 (DP,)XC =ANCHOR CAP.,,,. 114'ss Eta 919 Elco iia SS Hco NtO Sitd #128104 #12 Bled MULLION CAP.,,,,,,,_ AnchorCll Pattem, Anchor Type &19 Elco 411ttiLpl V4'EtoUSrocm &19 Elco LlNsm 1/r EkoUnpcm 001 Unrdtm Agg+aG91Or St"(W)screw P Apgroc ( ) (�5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E aslarzapnl 1' 2•vr 1' 2-117 r 2-vr 1• 2-Ur r 3118' r OAS' Mw oau CAPACITY REQUIRED"CORRESPONDING TO AN Emlkollfal n 18'14' tau• I-W 18'4' 1.114• 1-v41 1-114' t•vr 1414• 1-14 r 1aa' far9 vines ACTUAL PRESSURE REQUIREMENT FOR THE 2 A.hm 40 4.79 Mtn O.C./SlOoda+a or 00e1C1p pp.f3 360 Ins SW m 4509n Bao Rz 27001 250 tc 154 Ws 74018' 374 IDS Est Ilia 946¢s Was 442 As E601ta OPENING,WHEN IT IS LOWER THAN THE MULLION 4AuhOM01.15'Mine.aIStandard(arOMet)Crpft 480 in$ 7000 NIA WA NIA s60Na NIA WA NIA WA WA 6112 Its 88511s 1120 Da CAPACITY(FROM THE TABLE)OF THE SELECTED 4AnchDrS@TMIn O.C.IM265Aryb C9p3/(R033 78'0in 70010 600106 15601141 64001 6m is NIA 7601ta 748 Ins SBD Im 18220s 68206 08526 112DW MULLION.IT WILL YIELD A MINIMUM ANCHOR dArctcxso0.58'MO.O.G.IutAlpin}O.SOpNum.(Fg 43 NU WANIA WA NIA WA NIA WA N/A WA WA NIA WA 1267411 CAPACITY WHICH MAY BE USED TO QUALIFY I Arcrorf F•C9p(fla 4 10614s 10508' 225146 44590 622 W8' 135141 140 Ita 17TH 3101ts 18TH 33226 479 Bi 170 is 2210s 28026 ADDITIONAL ANCHOR OPTIONS FROM THE 2And10rs41.18'M7rt O.CtFC 240 os 350914 NIA WA NIA NG I.. 111A WA NIA WA I WA 1 341143 1 442 W3 I OFA 101 I ANCHOR CAPACITY TABLE. PRODUCT RBVISBO as complyins with She Hari& 1,260' Building Code Ka�47'.18•o FIGURE I: FIGURE 2: Acceplmlcallo, 3i TABLE NOTES: Expirwnn hate_ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. G Code,Product .11111111/ 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,��r`a( I YN+B elle FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' ��\ �� '1}C;(°NS{: CUP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ti-' - BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N..58705 134 PAIRS. q)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • jj// t2 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •'1 ff (,O 1(1 FIGURE 4: FIGURE 5: FIGURE 6: 1 '• { BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE - r ;,fA"L d :' 6063.75 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .62, '�,(P` ••i,((�Hfp�...•yt.�; .045'THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND A36.ALL ;•f Sr -• ••' ��'` LLej i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. h1/`/.,/O 1J/•��.L 01 * #108#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X3.94'X.624' -A.LYNN'MILS R,P.E. MULLION FL P.E.i158706 TABLE 12A Mu1Non Capacity Table!befie) r Oponing Wldlh(for vertically-sponritlg mt9Ion9)or Opuning Helght(for horizonlely-sparv4ng mtdlon9) ®rg SOin 891. 70tH 8073 801. 100 in 120tH 1401. 1601. N`�e Recmnpaler Trep/Td.V RactNpJN Treprrding. Ract.gaisr TMpfTd.V. Recls •„[ w ngdar Tmp/rding. RmlmOn TnptTdsng. Reanlpl IMPMNp. Re<I4ng�dN TroplTdonp, ftect•nOalar TropRdorp, flaatlnquler h9p/1'dsn9. � O 2%4 X.25 Lading l.oadr4{ Load[r9 t.oadnp taednp tnadrp laadnp Laadng COndSrg taadup C4adnp L64d8tp taadn9 19x1119 Lotdn9 Luadnp $"tnadn9 tnadrd 4 r: aMUlttan o � � � �' � � L �� � � � � �� � �� � �� � � � ��• � � cY �� � Y ,[alt 12111 170.0 020 170.0 135 170.0 744 170.0 478 170-01 ese 170.0 606 170.0 982 170.0 610170.0 11t0 170,01 521 170.0 1240 170.0 521 170.0 1408 170.0 021 170.0 1735 170,0 621 170.0 1983 170.0 621 0 F 48 In 170.0 700 170.0 524 110.0 ew 170.0 664 170.0 992 170.0 630 170.0 1131 170.6 561 1700 1275 170,0 677 170.0 1417 170.0 060 170.0 1700 770.0 860 170.0 t963 570.0 860 00.0 2267 170.0 080 J UI 60.826111 170.0 717 170.0 603 170.0 690 I70A 831 170.0 1018 170.0 084 170.0 1186 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 }76 170.0 1793 170.0 760 170.0 2082 170.0 756 170.0 2391 170.0 758 � 6 h 170.0 787 170.0 512 170.0 958 170.0 891 170.0 1118 170.0 761 170.0 1276 I70.p 807 170,0 U34 170.0 037 170.0 1691 1700 858 170.0 1013 170.0 801 170.tl 2231 170.0 861 170.0 2660 170.0 Mi 80 to 170.0 88S 170.0 701 170.0 1003 t700 TRT 100.0 1240 1700 878 Oall 1417 170.0 941 170.0 t594 1700 906 170.0 1771 170.0 103] 170.0 2125 170.0 1083 170.0 2479 170.0 1063 100.6 2660 1700 1003 m P O m 0]111 170.0 030 17010 745 170.0 1116 170.0 050 170.0 1302 170,0 910 170.0 1456 170.0 Ill% 170.0 1073 170.0 Iol0 170.0 IMI) 170.0 1122 170.0 2231 170.0 1168 168,7 2553 170.0 1171 146.9 2553 170.0 1171 F J )4 in 170.0 974 170.0 7419 170,0 1168 170.0 003 170.0 1354 110.0 1002 170.0 1550 170.0 1068 170,0 1763 170.0 1165 170.0 1410 170.0 1210 170.0 2330 170.0 1275 16119 2437 1TO.0 t2ba 132.9 2437 170.0 1280 2 m 721. 170.0 146] 170.0 878 170.0 1775 170.0 1009 170.0 1468 170.0 1126 1700 1700 170.0 1228 570.0 1913 170.0 1315 170.0 2125 170.0 1367 145.6 218{ 570.0 44b8 124.6 2184 170.0 1529 1093 2184 170.0 1630 Z m 7641 170.0 1112 170.0 67 170.0 1348 170.0 1000 1700 1570 170.0 1209 170.0 1784 170.0 1372 186.1IWO 170.0 1421 1486 1960 170.0 1605 123.5 1900 181.6 166 IWA 1960 164.0 1636 92.9 1980 152.7 1531 51W t8 in 170.0 1151 170.0 987 170.0 7381 170.0 1110 170.0 7811 110.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.0 1087 783.1 nXo iti.d 1681 ""'I i4D 98.2 186 139.0 1468 86,8 teal 137.6 1461 � 601n 170.0 1329 170.0 1tµ 149,1 1396 1500 1219 127.6 t398 t36.0 7168 511,8 1388 121.3 1179 99,4 1398 1102 1182 80.6 1398 107.6 1147 74,5 1309 09.6 1122 53.9 1]90 82.7 iM145 68.0 1308 709 1608 h- J 96 k. 117.1 1719 161.6 1088 122,0 1229 127.0 1070 106.3 1229 111.2 1087 92. 1728 90.9 10{4 61.9 1228 69.0 1928 73.7 1170 82.1 1018 81.1 1228 72.2 093 62.7 1229 85.0 9)T 48.1 1228 62.1 067 2 N O 408 In 103.6 DTt i8S.8 677 ad.l B7t 80.0 d02 74.0 071 7i.T 819 61.7 871 ea.1 d]7 67.6 @7S 8id 826 01.5 971 58.5 Bib 43.1 971 49.0 788 37,8 R7} µ,q 797 32,1 8Tt {0.8 771 I. -CM 410 117 N 05A 719 e7.1 637 79.5 918 069 61@ 88,1 979 70.0 8017 69. 919 829 7R{ 53.0 pt9 56.7 704 41,7 019 5LB 774 30.7 919 µA 750 34,) 919 403 742 29.6 919 374 732 F0, 120111 76.6 lee 78A 710 02,0 706 81,6 7OS 63.9 780 65.8 685 11.2 780 49.4 680 41.0 786 µA 677 37.7 ?all 40.5 850 31.6 708 41.9 843 Zl.tl 760 31.0 641 23A 788 28A 811 2' Y Y in Sµin 43.7 d16 µ.2 6174 38.4 548 ]7.0 496 31.2 648 31.8 481 27.3 518 26.2 485 24.3 dip 28.3 170 2110 6;6 71.9 474 103 846 Sa.b 484 15.8 84a 172 455 S3.T 546 16.5 44d U X }r N � Q TABLE 12$ ANCHOR CAPACITY ADJUSTMENT FORMULA: n- m� AnchorC6 Dcl Tabid([be) (ANCNORCAP.,.„„�, 0 Sut6Uate 2.h 19$:11:10 35k Cont. Nrn08 CMU F0edC1AU PTWo30 M9al (DP,)Xi =ANCHOR CAF.,•, 916•FJcO Ill*88 5116'Ek0 1/4'SSEno dl0tilal /n251ee1 012 SW MULLION CAP., ,,,, Anch0lCllp PaHama t10f Tom° ata Elco unman v4'Eka unracm Udrmon 3116•Fico Upmctn w•Ekounrazon AeproG W Unr4con A93.daa SCrev(C6)8[ry rA SUM(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed�gnarc66N 1- 1 2-tr2' I 1' 2-112 3119 r 2-u7 1• 2.117 2- 3-fta z 0.48• 0.54• 0.824• CAPACITY REQUIRED'CORRESPONDINGTDAN FlnbadOml n 19/4' 144 1.714• Nw 2• 1.114• t-v4• t-v/• 1 1-114' 1-0I4• 1.114• 7 I-w 13'o• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancts%3G4.7Y7Rno.C.I S1adald W;5MI-Cap(F4162z 380 is 3m IDs 450 is 87o lira 1644 IDs Vats 280 fts 36111$ 74011s 374 bs sm Ite 94696 341 is 44203 56070 OPENING,WHEN IT iS LOWER THAN THE MULLION 4Archm�2.68•Mln O.n letmllaN(a1Xhe1)CDpp}p,3' 740 Ws 740 b3 370 Ws 14855 to 1424 lna NM 550 It. WA t ID3 NIA BB096 WA 682 is 9e5i-s 1120911 CAPACITY(FROM THE TABLE)OF THE SELECTED 6ArctrorsQ 1.741 Mtn.O.0 lS1a%NN is 4X611)1 (Ap bj 605 is 060 756 roa 19461to WA WA 7C5 NIWA 709416 N7A WA WA 1=145 /327 I6 16W t6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 M%dnr7®TMIM O.C./M 2(5 Arple tips i inp.5Y 780197 "Jums I 5ww 1650 b3 MWARIA s NIA )6o Ito 74617 am is tem the 662bs 695 ft 1120 t6 CAPACITY WHICH MAY BE USED TO QUALIFY 6AM1,as 0TMb.C.C.I¢)2s6Ar918Caps 14Rp 67 ri70W7 11'7020 10201$ ZWb6 0 N/A 1140 is 11221$ 132)163 2919911 MNfAWA 168066 ADDITIONAL ANCHOR OPTIONS FROM THE 9Ar%Itn®1.94'Mtn.O.C,lu4ai}3,Into,t25'A6nn.1F7977 N/A WA N!A WA NIA WA NIA WA WA 073 ANCHOR CAPACITY TABLE, SAKnon40.6'Mtm o,C.fu-Mp,fnto,12S A6mt ffq 87 NIA WA WA WA NIA WA NIA WA WA 21 07 PRCX)UCTR6V{SF.t3O.0/FC$p310 b$ 070 b9 315 bs743lbs 712 is N7A 200 06 NIA 340Its NIA 440 b 5 NA WOlbs s mmplyiltd Svilh YW Flt%ida 3Ambxspp1.71'Mln.(.C.lFrttp( 767 443Ws 528 Ws 07919$ 01386 N7A NtA 351 Rd NIA 306119 WA WA WA 840Im Baitdutg Coda NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acaaptm,w t6-0216.0-s CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. EEcpirali DatcQ) FIGURE 7: FIGURE 2: FIGURE 3: FIGURE 4: -2.000' 0 3 • • • • • • • 70011E NOTES: Miran A9do Product Ce911•t'/ 11$1111 tIIlIftVVV/ • • 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. ,��� qty{•. •• .,�yfle .`\1t t\pENS,c ;FP . FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `t• • • ♦ • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED W .260' 4.000" 14U ::(3705 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE / j !••.-. • • LOCATIONS. � I` FIGURE 7r FIGURES; FIGURES: FIGURE 70: ,�f)•'� 8TcOI',b.` I/ ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT % • •• • • (FIGURES 6&6) (CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL 8E PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55, i,�`' ••'��(>,RtU''• 'V•�'� •• • MUST BE USED ALUMINUM SHALL BE 8063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045-THICK(16 2'X 4'X.25'MULLION 5`SrpjV,�,�,• IN PAIRS, GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW r I 1 17 t • •• • • THREADS BEYOND THE MATERIAL,010&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYt•{NIMI�.LER,P.E. FL P.E.#58705 TABLE13A Mullion CapaottyTable fibs71t1 � r Opening Width(for tani0a*spannivomUdons)orOponIngH•Ight(forhori2Dnt0*SpemirgmU9orn) • '� u. 50TH 60 In 70 in 50fi DO in 1001- I 1201- 140 in C Reclanpaer V pM.N. RoclongWat 71epfTdaryl. Reclarp9a TlapTda*. Roolsngdnr Tmpfli-n-- RKI Luer TmpmW2. Ret v"I r Tmprriwo. Raciengidor Tm1 mwg- Ra4lon9ww Ti•prmenp. Recwrgsfa TrepTdWV. O 2%8x.25 Laodin0 gAlLoodnp Loadi.0 Loaft Loadfp Emdng Loading Loading Loadng Lowing Loadng Loadng toa&g Loads Loading Loadnp Lwft Lwdnq y Plum.Tube• I I Ill 1 .5 1 ga Tg" 1 € 6 g� a 811 TH,i sg F0 n 1st 1, 3 n -ii, i, 42 h 170.0 820 170.0 435 170.0 71- 170.0 478 170.0 008 770.0 500 170.0 092 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1736 170.0 521 170.0 1083 t70.0 521 (� F-• 48 h 170.0 706 170.0 524 170.0 8510 170.0 584 170.0 002 00.0 630 110.0 1133 t7o.0 981 1704 t275 170.0 all 176.0 1417 1704 000 170.0 1700 170,0 890 170.0 ID33 1704 880 170.0 2287 170.0 eaD J W 50.6251- 170.0 747 170.0 583 170.0 8a8 170.0 831 170.0 IM 170.0 684 170.0 1165 170.0 723 170.0 1345 1704 741 170A 1404 170.4 750 1700 1703 170.0 758 1747 2082 1704 758 370.4 2391 170.0 758 = T g >r rn 54 1- 1704 787 170.0 912 170,0 058 170.0 BBt 170.0 1118 170.0 754 170.0 1276 170.0 90.7 170.0 1434 170.0 831 170.0 ISM 170.0 056 170.0 1013 170.0 eat 170.0 2231 170.0 861 170.0 2550 170.0 961 W O &7fi 1704 885 170.0 701 170.0 1081 170.0 707 170.0 1240 77OA 079 110.0 1417 170.0 644 170.0 3194 170.0 940 tt0.0 1771 1704 1073 1704 2125 170.0 1003 170.0 2470 170.0 1003 110.0 2633 1704 1063 Im tY3 U) t0 1-h 1744 930 174.0 7{¢ f70.q 7118 170.0 esti 170.0 1302 llOA 940 170.0 1485 174.0 IOtS 110.0 1873 170.0 Isla 1704 1850 170.6 Ii?2 170.0 2231 170.0 1168 570.0 2003 176,0 1111 170.0 2875 170.0 177! 886 fl0.0 974 170.0 780 170.0 1189 170.0 881 I1p.0 1354 170.0 1002 170.0 1559 170.0 1089 170.0 1753 170,0 H55 170.0 1948 170.0 1210 170.0 2738 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1286 Z m 0 721- 170.0 1083 170.0 016 170.0 1275 770.0 igOB 170.0 1-66 170.0 1128 170.0 1700 770.0 1228 170,0 1013 170.0 1315 f70.0 2125 170.0 1387 FJ123.42C761140.4 170.0 1468 1704 2976 170.0 1828 1704 3400 1704 1570 Z 7610 Ilat? 1172 170.0 a37 1704 1348 170.0 1080 1704 1570 110.0 1209 170.0 1794 1704 1322 170.0 2418 1704 1421 170.0 2243 170.4 ISM 170.0 1029 170.0 3140 tT0.0 1694 170.0 5589 1744 1745LU 781. 170.0 1751 170.0 067 170.0 1381 170.0 Ilia 170.0 1611 110.0 1250 170.0 1542 170.0 1309 170.0 2072 170.0 1474 170.0 2342 170,0 1594 170.0 1700 170.0 3223 170.0 1777 470.0 38W 170.0 1786 4 a7 J 901- 170.0 5328 174.0 1141 170.0 1594 170.0 1328 170.0 1850 fl0.0 1498 170.0 2125 170.0 1853 170.0 Zl9i 170.0 1733 170.0 2858 170.0 1818 17x.0 2125 two 3413 170.0 2273 138.5 U13 170.0 2381 Z � 901. 170.0 1417 170.0 1232 170.0 1700 ilea 1434 1700 1033 1780 7822 170.0 2207 1700 1794 170.0 2550 170.0 1852 170.0 2033 110.0 2095 170.0 2336 437.1 3109 160.6 2470 720.0 3189 158.7 2426 � ,�m2 W p 1081n 170.0 1594 170.0 1400 170.0 1013 170.0 1047 170.0 2231 170.0 1670 170.0 25M 170.0 2070 164A 2701 170.0 2271 146.1 2761 1014 2333 1404 2261 1064 2761 125.0 22]4 82.7 2761 110.0 2100 � NJS S�L� 111tH fl0.a 1839 110.0 1451 770.0 IOW 1104 1700 7700 2203 1704 1932 170.0 2827 7704 21-9 157,6 2632 162.3 7145 !38.8 2632 148.4 2218 3.6 2332 1284 2588 97.8 2x32 115.1 2128 85.4 2932 108.3 2608 LLI x120In 170.0 1771 774.0 5588 17x.0 2125 570.0 1858 154.4 22W 7594 11191 135.1 2252 141.4 1994 120,1 2252 127.2 1838 108.1 2252 116.1 HIS .1 2252 09.8 1872 R2 2252 88.0 7030 818 2252 814 1898 U) (A1441- 126.1 1694 128.6 1445 194,3 1394 109.1 1125 as 1504 91.6 407 >82 1594 00.7 130.7 89.5 1354 723 137] 62.9 1594 95.7 1358 1 1561 56.0 1330 44.7 1594 48.2 1305 39,1 1594 14.4 1233 U x Q TABLE 13B 2= '{ s� to AnchorCapacltv Table fibal ANCHOR CAPACITY ADJUSTMENT FORMULA: ? � ANCHOR GAP., .,,1 S}t 6ub,Imie: 2.71 Cdreram 3.5%Ca1C. cc Hoif-CMU HOW CMU PT Woof Motu (DP„a)X� /-ANCHOR CAP,,,, 5116•Eko 1l1.65Eko 57ie'Elw if1•SSEko •tOstcel Nf2Sfoel 11281ed MULLION CAP.,,„,,,,, Anchor rypa: 31/8'Eke Uluaaon 114'Eka tuuaam 3118•E6o tgumon ue Eka Uiva4on AW.Gatol Scow 335)Samir(G51 screw(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR AncharCiipPSRome wumm AgyaCrim tmacan Etlge Nefanw pn7 1' 241!' 1' tam 3.118• 1" 2.1ir 1' 2.12' r 3.178' r 0.48' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emxaanent 011, tar.• 1.314' I.WV 3x14• T 1.114• 1414• 1-114• i-Im 1411 race' r 1x.15 1-a wrioa ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchor®4.75'Min.O.C.l Slendmda Oa,el Clip(Fq.1820 390N 3000a 1 450 It. 89090 1044 me 270133 20018, 35400 74004 374100 654110 9491x, 141188 1421b3 SW00 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anehaa®4.88'MN.O.G.t 8tar4ard{aromas Cep(F(p,3T 733 m• 733 W We 0s 17601x, 32]s Ina sao roa 533 toa 709 m. 1480 Me 148 H e 127200 IM Am as2>m 8851118 11201m CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anolwn®t.11•M6,O.C.I Mantled(w OOel)Clip(Fig,4t 11WIb0 1/60100 1010TH, 25951x0 WA WA 040133 WA 7085108 WA WA WA 1333 k0 Ino 133 22401 MULLION,IT WI LL YIELD A MIN IMUM ANCHOR 4Alcb"AQrM1n O.Olt2)208Ang 2L,p 731: T80 Jho iW m4 880 Jba 5560 iba 149000 540 mm 500 Ins WA 780 ma 14615. 8661b0 1802 The 8820 am the 1120 ft CAPACITY WHICH MAY BE USED TO QUALIFY a A.hM63'Mi O.C.11)2r5Aryy.Olp91(F1.a1 1533 me 1533 Ibe 13801-0 3120180 Pi921ba 1080 ft 1120 pr WA 7520180 149833 -33380 3794133 138194 17701m 2240100 ADDITIONAL ANCHOR OPTIONS FROM THE 12 Amlwia 5.5'9451-O.0 t(2)2SSAraw CUPS I F10.7}: 1660lba 21401b0 1440 Ea 37WIIA WA WA 1329 fD• WA 1500180 WA WA WA 204516, 2554 P. 3300 M. A HOR CAPACITY TABLE. 4 Awbm@1.34'Min.O.C.I u22ip,Nlo,12S Alum.(Fig,8). WA WA WA WA WA WA WA WA WA WA WA WA WA NrA 1430 lbe P441;f1tICI'RL•VISBD 6 Arotaxa®0.54'M+n.O.G.I UCO.Mo.12W A)m-IN,9} WA WA WA wA WA WA WA WA WA WA WA WA WA WA 2331 334 n,comPlyin6 33(81 g10 Fluids 2 Archon 04.88.941-.O.CI F-C6p(Fq.tOF 300 Ws 39080 4508u 8900u 1818 Na 2701x, 233194 351.0 31060 374 It. 6381w 9488ro 341 m0 12Im 633180 7"-'2.000•-�i BuiidblBCode 4AnOha. 7.71'Min.O.CIF•C6Affb.t1T 5900, 7QOIbs 335180 12981x! WA WA 47016. WA 5339. WA WA WA 662U aa5lb0 1120180 ACCinti Pao 16-OZSL.Og NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. inti Ude /fp2j TABLE NOTES: B Y FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE ii: MiSm dotro6leC • • • • • • • •• • • 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. may.;••'�;Gl:hlSZ• • • • • 6,000' `t•.' • • .• • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS yl,i,116705 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ =• FIGURE S. FIGURE e: FIGURE 7: ANGLE SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �ry.�'•i- �6 .: f�. • • • • • • • CLIP •4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-B0.WOOD SHALL BE PRESSURE-TREATED U I oit11). • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE BOB3-TS AND BE A MINIMUM OF.125" r �' ` MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO ir�s� •• �`�\~ • • • • • • • • USED IN BE AT LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW r7!i,('���r•'�"L,f 1I`j PAIRS. THREADS BEYOND THE MATERIAL,#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S, 2'X 8•X.25' A.L*NMLL�R,P.E. MULLION FL P.E.#68705 TABLE 14A ® ppt Mullion Ca ac Tablo Ib51M1a Opening Width(for tut6cally-spanning mullions)or Opening Height(for tlodzontalty-sparring mullions) 601n 6010 701n 801n 901. foo In 1201n 140h 180 In p R.d-'Uular hap7darg. Reatargular TnpiWn9. Raelergular itaprTtlaip. ReateryuMr Tnpidarp. Realan9ular Trweffl ng RBot0n8" TnWM V. Rectanw&r TrepTdarq. RW.noular T1a1✓ldarp. Rxtero.W Tnprilda g. Loadlrl0 Lo.4M L.ad1M Laadlre Lo0dYr9 W dng Loading Loaft Lowlru Loading Loedtrg Loadl.0 Loading L.W"V Loadkp Lmdne Lnadh9 Loadng 1.26"x2.11" �x x Tube Mull R � � ��' � Jgg( N45.7W2 �• �" y8 � g ` p agg q44 tV I TO I I I I 1 0 42 h 1442 526 167.0 428 120.2 528 14&9 410 103.0 526 138.8 414 80.1 .8 411 601 620 134.1 411 721 620 1311 411 60.1 628 134.4 411 51.5 526 134.1 411 45.7 526 134.1 411 ...1 48 h 95.6 403 10&0 333 605 403 94.7 325 69.0 403 83.4 320 60.4 4 317 53.7 403 78.1 316 48.3 403 78.6 314 40.3 403 76.6 314 34.5 403 Me 314 30.2 403 78.6 314 J W 50.025 In 823 361 91.0 301 88.8 382 18.3 204 5&0 362 71.0 259 51.52 286 45.7 362 64.6 204 41.2 362 63.6 283 34.3 36.2 635 203 29.4 362 63.5 2113 25.7 362 61.5 283 2.541n 07.8 316 74.1 267 66.6 318 64.2 201 4&5 318 57.7 255 42.4 5 253 37.7 318 50.8 260 33.9 318 49.5 249 20.3 318 49.1 246 24.2 316 48.1 248 21.2 316 49.1 248 N.I C3601n 49.5 258 53.1 210 41.2 258 45.7 214 3&3 250 40.7 210 30.92 207 27.5 256 34.9 204 24.7 256 33.4 203 20.6 258 32.2 201 17.7 250 322 201 16.5 268 32.2 201 � Up031n 427 234 45.8 200 35.8 234 38.1 195 305 234 34.7 102 26.7 .6 1S8 237 234 29.4 188 21.4 234 2&0 184 17.8 234 23.6 183 15.3 234 20.5 183 134 234 20.5 183 LU56In 37.2 213 39.4 183 31.0 213 337 179 26.5 213 20.8 176 232 .0 173 20.6 213 25.1 170 16.6 213 237 169 156 213 22.2 187 13.3 213 220 180 11.6 213 22.0 lea72 h 25.8 179 30.1 165 23.9 178 256 162 10.4 170 27 5 149 17.8 .3 147 15 0 179 18.7 11670h 24.3 767 26.4 140 20.3 181 11.0 137 11.4 101 19.0 735 161 .0 f33 uZ J 701n 226 152 23.5 133 I&0 152 18.8 131 1&1 152 17.6 120 Q r Z � Q p TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z Anchor CYp.cl TY6168b9) ANCHOR CAP.,-,- I--' X ' •'p-� SdsInIC 2.11 Carcrtle 3.5%Care. Howwcmu FtOed CMV PTWood Mdaf (DP,)X( >=ANCHORCAP_ V1 F ,$ 5I16•Eko lld'S9Eko 6116'Eko VI.99Eko N1051otl YI291ee1 YI2SIe61 MULLION CAP__ J• Arcnary�a Y16•EkoNlncal vrEic.unrxan un�m 3116-Eke tw•Ekom7ncm Aggeataia UnmCe Alilreo tkrew(m)6uea(G5) 9cmw(D5) USE THIS FORMULA TO OBTAIN THE'ANCHOR lil N Y Y AnehorCllp PYH6m� EQ1e Dlslarce(h) +' 2-10' +' 012 3•tre• +' at/t• +' 2.1/Y z 5-vlr 2' o.ea o.s4• 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN �i Emneanalt M) +014• torr 1ar4' tart z 1-174• 1-v4• 1-1r4• 1-1r4• 1-114• t-f7r z t-3�6• t�6• rales ACTUAL PRESSURE REQUIREMENT FOR THE U 10 Q 4Archon®3•Aon.O.C.7(2)2i5Arve Wps/(FI tl 760166 76D Ws 680 tOs +Stn tSs +886 ka 54o 1a 56o hs wA 7471 ms 746®° e66im t8B2 Ws fiB215s ee5 n� 10 143o rob OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED a g� m0 sU) MULLION.IT WILL YIELD A MINIMUM ANCHOR $ 92. C'-'CIT'Y WHICH MAY BE USED TO QUALIFY # 2165 ADDITIONAL ANCHOR OrTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 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. f-1.286-'I nR'-plying g with O D 0s complying wllh the Flotidi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Duilding Cod. FIGURE I; AcceplancaM 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. E.P++e+1on Dat HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,118By Da IF FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. tu M da hv&ct ANGLE CLIP MUST BE USED IN PAIRS. 126• +1 t 1 I I I I 1 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED \��� t�( CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 8063-T6 AND BE A MINIMUM OF.125' I �• �`�V'��CENSF THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.125'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10 S#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. QL of • S',S/OI\I0'. A.LYtfW' MIULL ,P.E, FL P.E.#58705 TABLE 15A $^2 Mullion Copmelty Table Ibe/Itt � u Opening Width(for verlicakspturrrg millions)or Opening Height(for horizorlaky-sparrtrg mWiore) �rr1�G d 501n 601n TO In 001. 901n login 120N 14aIn too 1. O Reclori0dar Trep'idang. ReclangW.r TraprIld . ReclmgW.r 'RaprTdong. Recteo9dar 71aprTMro. Rutangula TapTrlmB. Re t.VAar Tr.prIldeng. ReclengW Mepridang, Rectengd.r Tiaprrdong. Ractmgulw '11Wna.D. ti 3.26"30 Loa1.g Loafing losdne Loading Laft loadne laedng Ladn9 Lo"m LoadnO L. Le fto Lo.dng loadrg Lancing lmdng 1A.dne Loafing oa' DEG.AL _ u. BAYMULL 6 U) O1 W $ � Z 421, 170.0 620 170.0 433 170.0 744 170.0 478 170.0 866 170.0 we 170.0 992 1 170.0 519 170.0 1116 170,0 521 170,01240 170.0 521 170.0 145a 170.0 521 170.0 1733 170.0 521 149.1 1740 170.0 021 � W 481, 170.0 709 170.0 524 170.0 We 170.0 681 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 Dao 1522 1622 170.0 604 130.5 1522 170.0 580 114.2 1522 170.0 660 _ Q (n 50.0251. 170.0 747 170.0 563 170.0 606 170.0 831 170.0 1048 170.0 604 110.0 1195 170.0 723 170.0 1345 170.0 747 181.2 1443 170.0 756 1369 1443 170.0 758 117.3 1443 170.0 758 1028 1447 170.0 166 W C3 O 54 M 170.0 707 170.0 612 170.0 938 170.0 891 170.0 1116 170.0 754 170.0 1276 170.0 003 180.4 1353 170.0 637 144.3 1353 170.0 856 120.3 1353 170.0 561 103.1 1353 170.0 581 90.2 1357 170.0 661 M 60h 170.0 683 17x.0 TOt 170.0 1087 170.0 7B7 167.0 1210 110.0 870 148.1 12la 170.0 944 129.0 1216 150.6 1736 116.9 1210 152.1 924 e7.4 Ilia 146.1 013 63.5 1216 148.1 013 13.1 1215 148.1 913 1- U 871. 170.0 030 170.0 745 170.0 1116 170.0 650 160.2 1150 168.8 933 131.4 1160 153.0 014 116.0 1150 141.9 698 105.1 1160 134.2 056 67.8 1150 126.7 871 75.1 1160 128.2 870 657 1160 1282 are LL W � 601, 170.0 974 170.0 768 1524 1048 162.6 flet p0.8 1046 148.e 1164 114.3 1048 133.1 050 101.8 1048 123.4 &0 91.4 1048 116.8 630 70.2 1046 109.4 621 65.3 1046 106.2 616 57.1 104a 108.2 Ole Z 1 Z 72 N 140.6 800 117.9 704 [02.31 128.0 749 100.8 860 110.6 734 We 060 100.0 722 75.2 680 92.0 712 70.4 860 5a.2 703 66.7 000 79.2 693 50.3 860 70.5 666 44.0 030 76.4 680 � 006999 7B N I IB.7 760 125.1 690 106.4 870 05.6 760 W.3 663 T4.5 790 63.8r337 66.5 790 76.9 643 59.9 700 71.7 033 48.9 790 65.1 824 42.6 790 62.1 619 37.4 700 61.5 611 Q d' 781n 110.8 750 116.6 537 9B.1 041 79.1 750 05.9 632 68.2 750 77.1 61.6 750 70.6 612 654 760 66.7 605 46.2 750 59.4 694 39.0 750 50.2 666 ..a 780 65.6 686 Q QBON 72.1 683 74A 600 02.8401 61.6 6W 61.5 463 45.1 663 40.9 40.1 503 44.4 485 38.1 50.1 40.9 162 30.0 687 36.2 452 26.6 563 33.3 445 72.5 563 31.6 442F LU p g�06 N 59.4 495 81.1 413 51.5 435 42.4 493 44.8 427 37.1 495 39.9 33.0 495 36.1 415 29.7 445 372 409 24.5 495 29.1 400 21.2 496 26.8 384 16.6 495 25.0 390 �login 41.7 191 42.6 75335.9 34a 20.6 391 31.1 342 261 301 27.8 23.2 381 24.8 333 20A 301 22.8 328 17.4 391 19.7321 14.0 38117.5 316111N 38.4 370 Lill 792 335 33.0 370 27.5 370 20.6 325 24.0 770 76.7 21.4 370 22.8 316 192 370 20.9 712 16.0 370 16.1 305 to y 120 N 30.4 317 30.9 259 255.3 317 26.0 261 21.7 317 22.5 780 18.0 ]17 18.0 276 16.0 317 17.0 277 U O Q 1M In 17.8 220 17.9 203 d O Z 5'O TABLE 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: g m� Anchor Ca ltv TablDCORRESPONDING TO AN CAPACITY REQUIRE Ibe ANCHOR CAP. -. Sub.lmla 2.7k Concret. 3.5k Caw. Has-CMU Filled CMU PT WOW Meml (DP)X( )=ANCHOR CAP.,,, 5116'Eke 1/Y 6S Eke 5115•Eke 11V 68 Eke NIO Steal 912 Slee) 012 Dietl MULLION CAP- ,,,�. AnchorCllpPadema MgwrType: 3/I,S Ek.uhmen 1/4'EkeUaracm U14pm 3116•EkeUlU.em 114'EkoUl9ecat AggaOakr LP. ApgAalar 6cmw(as)eorew(GS) 8crar(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge[Utence(1.} 1• 2-1rt• 1' 2•trr 3-Ur 1• 2.1re' t• 2.12' r 3-lir 2• 0.46' 0.51• 0.324• D' Embadmenl 011): 1014' 1.3/4' 1.3x4• 1-vr r 1.114' 1-114' 1414' 1.114• 1-tr/• 1.114' r I-wr 1.316• 151.1 ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnchmQ 'Min.O.C.1(2)2x5 An&Cgpo I-n 17 7BOIW 360102 450100 690 pa 1700 am 270150 280106 35416, 1401 7141b5 7201b5 048162 301136 44216. 560®3 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchae®3.5•Min.O.C.1(2)2.5 Anglo flips I(Flo.21 Te01b, 75010 780100 187016 25251bs 510 M5 SBO 104 WA 1120 lb. 748169 NOlb1 18971M 6021W 86516 1120 @, CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Ano1wr60 271•Min.O.C./ 216 An911 Cep 11Fq.1p 11201M 1120160 958Im 2248 tla 725416. WA 6/0160 WA 1059 im WA 1320 IM WA 1022 Ws 1327165 1860 @7 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. f'RWUCT REVISED FIGURE 1: u complying with ilia Flo" TABLE NOTES: Building Code Acceplma No 16-OZ18.Q3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pimlim Data ?DZI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. M1 Da."k I I I I /111111111 FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '126" \��\(�`C( l•••�,.4f/�1 a a a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' �`-�ti•;''�1G1=1'15/= •• i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.250• !fig'/05 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED (20. FIGURE 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 6063.76 AND BE A MINIMUM OF.125' (/L (U-- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY 26"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND )) '•, ('ATF'OF ` LEAST.1AT LEAST 3 SCREW THREADS BEYOND MULLION THE MATERIAL.#10 d#12 ANCHORS INTO WOOD MAY BE STEEL,I&6 S.S.OR410 S.S. �•��'f, •.,Ff.0171OF•'1�G.;; ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.L11NN We R,P.E. FL P.E.#58705 TABLE 16A Mullion Capacity T9b(o ibsth2 Opanln8W1dth(for tertica*spamirgmt/0ons)a ponfnpHalpht(forho111vMa*sparrirg1r9Alons) �C 60 in 00 in 701n 50 In p0In 1 103 In 1 12 In 14 In 1801. }1 Rocfav-dar Trad0ian0- RAM"nguWr 7rapRdenp. Recta dv R p+ ww' Raolaa9dw Trapf7darg. Raawg9ar TtelYTdmtp. R4aimgdar Tr"PrTdanO. tiacianpder Tr d«sp, Roei"ngd+t Ti4 ane. r¢Y D 0037 p/Td Rac1sn0.6« TrapTdana rt 526"46 t4adn5 l9adn9 Loadrq Lo"dn0 Loedro3 l."adn0 Loading Laui6ny lo"dn9 lo9Jty1 L.'fn9 loedlnp LaadNB laedn9 Loedn9 I.adnO L4adn9 Lnadn9 pYo: DEG.AL $ Q11 1 11 1 ill 1 11 11 C4 111 e I 1 11 1 h 1 11 1 h 1 11 fa 66 47 DAY MULL a ca z �p +210 170.0 e20 170.0 135 170.0 744 170.0 478 170.0 880 170.0 500 170.0 092 170.0 610 170.0 1110 170,0 521 170.0 1240 170.0 SZI 170.0 1400 170.0 alt 170.0 1735 176.0 521 180.3 x071 1700 627 0 Ly 401. 170.01 708 170.0 521 170.0 850 1 1110.0 584 170.0 602 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 077 170.0 1417 170.0 080 163.7 1631 170.0 880 140,3 1037 170,0 "No ,a." 1037 170.0 600 G S 50.025 in 170.0 747 170.0 583 170.0 886 /70.0 831 470.0 1046 1700 881 170.0 5195 170.0 723 170.0 13;5 170.0 74) 170.0 1404 170.4 758 147.1 2552 170.0 7d8 728.1 1152 170.0 756 110.4 1552 170.0 756 Of o (1) SIN 170.01 707 170.0 812 170.0 058 170.0 4191 170.0 1118 170.0 711 1700 1275 170.0 807 1709 1+31 170.01 637 1 155,2 1455 170.01 058 129.0 1{55170.0 881 110.8 1455 170.0 801 979 1455 170.0 a8f ca C) Q 6010 170.0 I 805 170.0 701 170.0 1003 170.0 791 170.0 1240 110.0 070 157.1 Iy09 170.0 944 139.7 1309 170.01 996 125.7 13911 03.51 904 104.6 1309 157.1 982 e9.0 1309 151.1 002 78.6 13M 167.1 962 UD J 631. 170.01 030 1 1704 746 170.0 1118 170.0 850 1829 1247 t76.0 940 1425 1247 184,6 083 128.7 1247 152,61 965 14.0 1247 140 952 95.0 t247 13x2 938 81.1 1247 135.7 935 71.3 t247 135.7 935 Z. ILI j Q- 60 In 170.0 974 1 170.0 769 170,0 1189 170.0 9W 140.4 1190 103,7 905 129.9 1190 147.0 945 115A 1190 136.3 926 1039 1100 12&4 914 60.8 1100 119.5 alio 74.2 1190 110.1 893 84.0 1100 ife.1 093 Z W nin 1814 1010 169.0 877 131,7 1010 144.8 650 115.1 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 617 80.8 1010 06.9 607 07.3 1010 909 795 57.7 1010 87.8 700 50.6 1010 07.7 789 j J 7010 137.4 903 1143.6 702 114,5 903 1220 j 775 98.1 1 900 1107.1 rat 859 908 982 749 7a3 908 86.2 738 08.7 we 823 729 57.3 908 74-7 716 49.1 908 71.2 710 AILD 096 70.0 1 788 Q 70 In 121.1 681 1325 754 105,9 BBI 1125 730 03.0 00I 98.6 MS 709 801 05.5 713 70.6 Bal 81.0 703 03.0 681 769 ew 63.0 031 88.1 001 +5,4 881 04.3 076 38.7 081 03.7 672 Z 9010 02,7 848 85.4 574 68.9 048 721 584 59.1 646 02.9 654 613 016 38.1 545 40.0 048 50.9 537 41.4 040 47.0 630 34.5 048 41.5 510 29.5 848 36.2 811 25.9 040 38.5 507 ,Q m Z $� �-• 9810 602 588 70.7 108 50.0 506 59.1 499 <8,J 508 51.4 491 420 306 ;5,0 483 "1 006 41.4 410 34,1 588 36.1 470 28.4 568 31A 459 243 500 303 452 2t.3 566 20.7 447 W � to ga 10810 47.9 H9 10.0 405 79.9 440L41.2 799 312 419 35.7 397 '10.9 109 31.7 387 2fl8 NO Zp.O 382 23.9 MO 20.1 377 20.0 440 22.7 788 17.1 M9 20.4 381 15.P {19 10.0 350 111 N 44.1 425 45.0 355 36.6 425 376 31.5 425 32.0 37J 279 125 29.1 387 21.6 +23 202 302 221 425 24.0 358 18.{ 125 20.7 350 iS.O 42b 10.0 313 !Y 0 �120In 349 364 35.6 337 Zai 3e4 326 2;,9 Seo 25.0 321 2t.e 301 228 317 10.4 364 20.5 yty 17.5 364 187 300f411n 20.2 253 ZDA 233 16.6 233 230 CL..v U) TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: ma An6horCa♦PS Table fibs) ANCHOftCAP.,�,,,,,,` � � eumlrole: 27k Comma 3.5k Cono, Ho9ow CMD FOM CMU PT Wood Idebl (OP q)X C 1=ANCHOR CAP,,,, 5718'Eko VP SE Eka 6118'Elco 514'88 Elco 910 Stew 412 Stew 912 Sted MULLION CAP.,,,,,,,,,, Anchor Clip Patterns °fnenOr7ypa Yt0-Ek4tAb9t«r it4"7310 Ui0aeon U1kwm Y70•Elca uttrcam 11C E"Unraem App180ol« U8m"on AW.Gat« Sow(05)Sorex(0) S«aw(as) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edo.Wtanae(N): V 244r r 2-I2• sva' t' 2-frr 2.1rr z' 3.216^ z' 040' 0.34' 0324^ CAPACITY REQUIRED"CORRESPONDING TO AN Embedment any 1-YF I-Y4' 1.310' t•Y4' 7 1•tI1' 1-114' t-1rt1' 1.110• 1.174• 1.1 2' 13"6^ 1.318' venae ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anwnra 95'Min.O.C.1(2)2x5 An9b clips I Ftp.1): 390 bs 390 It. 450 bs 69003 1700104 210 ma 2901St 354 The 740W 37400 72DR4 1141'r" 34114 4421m 580 OPENING,WHEN IT IS LOWER THAN THE MULLION AAAnclwra 69 3.5'7tin O.c 1002x3"W Clips/(Fig,U 780 lbs Teo ba 790 ba 1a79Im 2m ba 510 bs 360104 WA 1120[be 746Ib. ea6ID+ 1892 trs 682 bs 6551m 1120IE CAPACITY(FROM THE TABLE)OF THE SELECTED BAncn«e 2.71'0917 O.C.I(2)2i5 Amle COas l(FM.3): 1120 lbs Maim 958'bs 2218Im 2254 M. Wq w01m WA 1059 IN WA 1720 ou WA 1022 be t327 bs 76so I" MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE- f RObUCT REVISED FIGURE 1: TABLE NOTES: ll c"mplyin8 with 004rid• Flo Haiidirr8 Cods Amr,tanM 100 1(0°021$.473 ♦ • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex iratlanDate 2fl2� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dy 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE, Mfam' Trodmd FIGURE 2: 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. .125'QBAY 1� G��.. ••• j�C^. �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `t1 .•'�tC NSfi '4 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED No,>B?05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED _ t ♦ • ♦ YELLOW SOUTHERN PINE WITH AN SG OF0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND ="A Di' '• 1.-r"' L_._._-_._8 • THE MATERIAL.910&#112 ANCHORS INTO WO00 MAY BE STEEL,18-6 S.S.OR 410 S.S. ,• \\' ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, ���Si•';IC'(?,u� �C��, A.LYNk,)4jc FL P.E.#58705 t 1.00o' 1Aoa• r- 1•'1.000'-1 - ( -{ 1.000• 1.000• .125* I -.125" a --.125' '.125' 2.750' 2.750" .125• 3.125' .126 11�° Rx g 2.000" 2.000" .125" 2.776' GV V25' 205' .t.125' 850' L -.125' N � rL •3`5" a3i5" .500• f i Q FN•. 1 1 1 I .900" 4 -1 W 1'X2"X.125'MULLION 1'X2"X.375'MULLION 1'X 2.75'X.375'MULLION 1'X 2.75'X.650'MULLION 1"X 3.125'x.5"MULLION 1.25"%3.186'X.285'MULLION 1.26'X2.11'X.126'MULLION LU 806SECTI UM. 8083-TB ALUM. 6063-T6ALUM. 6063-T6ALUM. 6063-T6ALUM. 6063-76 ALUM, 6083-T6 ALUM. in XSECTION X-SECTION XSECTION X-SECTION X-SECTION X-SECTION X•SECTION W03toQ i---.125' ' Q LMO I 1 TABLE A Value i Z 2.000" X-SECTION ALU 2.726, Bo6a-r6 niuMP ion i(in) Z w �• STANDARD CLIP 6063-T6 ALUM. I pimen For U.CLIP 2000" X-SECTION A 1.625 j 0 W I I 6083-TB ALUM. 5 ,125' x-SECTION AW B 2.�ygr 1'X2'X.125' Q -1 Aluminum 1- U C 0.895 Tube Mullion a p Z N o .125• E D 0.740 h ao .`o A. .740" - A 1.125 1'X2'X.375' O N a 5.500"-- 8 2.404 CUT HERE TO •375" Aluminum � -1 4z'; � .375" "3.126`---��-CREATE F-CLtP,SEE MIN. {� -'--'--'-�I C 0' Tobe MOIIIOn a `�y 5.000• MIN. DETAIL F,SHEET4 .375'MIN. D 0.400 Q�' Z Q Q .338"MIN. r--------t r`--------1 A 1.875 8Q 1 i 1 I i i A A i U-CUP AiZt -_-_�_^" B 3.000 1'X2.75"X 'L___...___J 6063•T6 ALUM. - ---------------�----' 2X5 ANGLE CLIP C 0.757 .375Aluminum ' 0, TOPYIEW 6068-TBALUM. p 1.118 TubeMuilion STANDARD CLIP TOPVIEW ENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-T6 ALUM. ASHED BOUNDARY.SEE SHEETS 5.17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1'X 2.76'X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 1116". B g•gpp r8.>4' SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 5.17 FOR THE C 0.478 Aluminum ANCHOR O.C. TABLE B D 0.836 Tube Mullion DISTANCE.MAXIMUM PGT Part# A 2'� .'RdUU41'REvtS[LD ANCHOR HOLE Mull Dimension Cahoot 0) 1'X3.1251X 6.500" .375' DIAMETER:ANCHOR ( ) B 2.837 ar cumplgin#with b Fjor t111 .375' •u-_-� MIN. Mullion Std.Clip Offset Clip U-Gllp Angie CNp O 0.683 SW Alum Build' Cod. DIAMETER+1116". cplmice 21 MIN. 1"X2"X.125"(5) 66605 688113M 6661118M B86243M 66851TUbe Mull AccieNa ICO-0 •0 3 1M O 1.137 DW ft �C __-__--_-_--i 1"XB'X.375"(6) 688006 666114M W61119M 686244M 666512M A 2.825 D i t"X2,76"X,376"(n 66607 668116M 6661120M 666245M 666513M B 3.262 1.26'X3`188' hfi DndoPradect um t"X2.75-X.850 8 66608 666116M 66M1121M W6246M 6WS14M X.ubeM ll {) C 0.862 Tube Mull �Ll rj D 1.762 �` Gl'NP7 h'i/ I i r s 1"X3.125"X.50(Y(9) 66637M 6681116M 6661114M 666242M 666516M �\1•...•••...�lLr, 11.26'X2.111'X •��,.••��GrldSE ••.• 1.25'X3.168"X.265'(12) 66641M 6881117M 6661113M 666241M 668518Mt `------ i ----- A 1.813 .121'Alum 1.26"X 211"X.125" 18 69370 NIA WA WA 86651TM r D!i ( ) Tube Mull L, OFFSET CLIP NOTES: CG- .125'_ T 6063-TTI ALUM. 0 .:: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 1 O' St: .740'-h-}-'•1 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. 'Cr ••••• f�1..\, �` 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYN �tyll ��fY;t'.E. FL RES 58705 0 G -� 1.000' 1.000• 11.062"-1 .740" .063' .3-T85' rt r{I[�•(I tl :1C .062'- I I (--125• -'i(--.125" Hit, 5� .438' I I 4.000" '125•STANDARD CLIP I syr q,OpO• 4.000' 2.625" 2.000' 0083-T6ALUM. I 2.125" U•CLIP 2.000' 2X5 ANGLE CLIP 4+ 125• X-SECTION I 8063.78 ALUM. I I 6063-T6ALUM. L %SECTION ,125' N .125' .125' - •125' X-SECTION �1 1V � UU 031 r z " U) 125' O I- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE i W .125 375° ,155"� 376• DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE _ ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR IY d fA i -T HOLE DIAMETER:ANCHOR DIAMETER+1118 - W im 0 1'X4'X.125' 1'X4'X.376' 1'X4'X.375' MULLION MULLION 'T'-MULLION - 5.500' 5.000' j ZO V 6063.76 ALUM. 6063-T6 ALUM. 6063-TO ALUM. 3126• CUT HERE TO 375" 375' F J X-SECTION X-SECTION XSECTION 'MIN. _CREATE F. SHEET 4 MIN. DETAIL F,SHEET 4 -�MIN. ? Z 1.260" .375' Z W z4 r_______� I r_______-1_� � CENTER OF -------- ---------- i .376' 1.250'- 1.250' I I I I 1 ANCHORHOLE I I MIN. J d Z 1 I 1 1 MUST LIE WITHIN I I a _J I 1 I I THE DASHED ._ I I I 1 I CF BOUNDARY.SEE f- UO Q pl o '2" E _y____ I} ___ _ \ SHEETS 5-20 FOR Z fV 2.876• I I I I I E THE ANCHOR O.C. F 4 I I I I F I DISTANCE. ( I 0 3.94' i i I I i MAXIMUMIL I I I ( ANCHORHOLE I ( W O 3.250' 3.250' I I I I I DIAMETER: I -.100' .100' .100' L_�______-� � � ANCHOR u------------------___u U O Q 3 ?r I DIAMETER+1116'. Q-.2 0 O .100' 2X5 ANGLE CLIP Zm0' 24• 6 4' rt STANDARDCLIP U-CLIP 6083-TB ALUM, Z.ETEROF ANCHOR HOLE MUST LIE 6063-TGATOPVIEUM 6 OPVIEWMTOPVIEW--1 .820' 1-- --1 .820" 1- •--1 .820' F-- HIN THE DASHED BOUNDARY.SEE 1.25•X 3.25'%.100' 1.25'X 3.25'X.824' 1.25'X 3.04•%.624• SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. DISTANCE.MAXIMUM ANCHOR HOLE MULLION MULLION MULLION Dimension Value(In) For Mullion: Dimension Value(In) For Mullion: 6005-T5 ALUM. 6005.75 ALUM. 6005.75 ALUM. DIAMETER:ANCHOR DIAMETER 1116'. 3.6B7 (4' F 1.938 1.25'X3.25' X•SECTION X-SECTION XSECTION 1,000 ,126" G 0.500 X.624' 3.469' 5.500"� 2.600 AluTube Mullion H 1.436 Aluminum 2.661" /'� 1P5• ,375' 375• 3.000 Tutee Mullbn 1 3.260 Tube Mullion ,125• 1.877" MIN. 3187 1'%4'X F 2.625 1.25'X3.84' 1 377' / I 0.767 .375' G 1.125 X.624' 2.430 Aluminum H 1.500 Aluminum � 0421IL-TREVISOD I I 1 I 3.000 Tube 6'T 1 3.250 Tube Mullion :u complying with Oro Florid. I I I I I F 2.260 1.26•X3.25' F 2.813 30'Ba Mull Uuilding Code I 1 I 0 0.750 X.100' F 2.875 45'Be Mull PMPftu'w No 16"08•03 .125' I P_ ewi a Date I I I 1 H 1.600 Alumin m p 2x11 .125' 46'�� 2.250' 1 1 I I I 30'-t I 3.250 Tube Mulibn By Mi I i H I 3.260' Mian Dodo Product 45'BAY MULLION I 3.250' I II i TABLED 30,BAY MULLION I 6083-TB ALUM. �_______� �__ _____� Mull Dimension POTP°Atl ���t` LYNN I 11j�i 8003-T6 ALUM. I X-SECTION (sheet 0) Mullion Sid.Clip Offeel Clip U-Clip Angle Clip p�(............ X-SECTION I 1-X4•X.125•(10) 69384 688111M GWI122M HU41M SMSIOM 'i?''"GENS, OFFSET CLIP � ( 'l�I .125' G 6083-T6 ALUM. 1•X4'X.375•(11) 68610 668112M 601123M 666242M 666519M •� ' 1,0,y;}70y .226'J 4--,981' .226" (.-,981'•- 740-1TOPVIEW 1'X4'X.375''T'(11) 66853 U6112M 6661123M 668242M BW519M _ ,l NOTES: 1.25•X 3.25'X.100•(13) 2016D 001127M 6661124M 8862410M 0065115M L 111-- 126•X3.25'X.624'(14) 20161 6661128M 601125M 6662411M 8685116M -•4 '• /�I ��"" L(/ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.84'X.624'(15) 20162 8681117M 8681120M 686241M 686517M � '� 51 TE F :•�? 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66648 WA WA WA 6605110M '"��`�,''•.!'�UR1��•'`��;;' 45 Degree(20) 66650 WA WA WA B6B5111M ��SSS'((),)11I�14 `•`` 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.L'YN r,. R,�.E. FL P.E. 58705 TABLE E Mull Dimension PGT Pert# a � u (sheet#) Mullloe Std.Clip U-Cllp Angle Clip -'1 x-•125' ---�)---.125• --I N-•125' 2"X4"X.25"(16) 66602 666261M 660271M 6665112M I $ O 2'X6'X.25'(17) 66604 666262M 686272M 6665113M STANDARDCLIP I U-CLIP 2X6 ANGLE CLIP ° w 6063-T6 ALUM. 8063.78 ALUM. 8083.78 ALUM. off' 2.000' XSECTION 2.125' XSECTION 2.000' X-SECTION 4' 04 NOTES: Lo 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •125' I .125' L -.725' g m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L Z yN 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I-1 0 FF HOLE LOCATIONS. 1.480' W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --- 6.500• W CUT HERETO 5.000' iJ 375" LU co O0 3.500'�'� SEE DETAICLIP. �'-Mgl• Z co Fn --2.000' .375• Y I_SEE DETAIL F. •375" �K .375' MIN. SHEET4 MIN. E- 55 0 -1 i-------- ---------------i - -- I---------------------T > wg m I I i Q d dZ' 4.000' I I .250' - F '-I--- --- --1- 3.438' � -+ -- 3.438" rY-�- j- ---------j 2'X4'%.25• I I I I Z t] N MULLION I I 3.438' I I Q Z..Z oo r" 6063-Te ALUM. I 1 I I � Q -•p o %SECTION I I I I I 1 3 N. N Z L---------------------J MIN. W O J U) L- STANDARD CLIP 2%5 ANGLE CLIP = 3 U-CLIP,6063-T6 ALUM. Q rL Q O O CENTER OF ANCHOR HOLE MUST LIE 6003-T6 ALUM. /SEOOR 2'X 4'MULLION,SHEET18 CETERF ANCHOR HOLE MUST LIE 8063-T6 ALUM. D_ m fq0250' WITHINTHE DASHEDBOUNDARY.SEE TOPVIEW / TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW OSHEETS 5.20 FOR THE ANCHOR O.C. LSHEETS 5.20 FOR THE ANCHOR O.C. '" Q'm0' -DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE ° DIAMETER:ANCHOR DIAMETER r 1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER{1116'. SHEETS 5.20 FOR THE ANCHOR O.C. 5.500• DISTANCEMAXIMUM I IM-AN-CHO3R75HOLE 3•`�0 - CUTHERETO DIAMETER,ANCHOR DIAMETER 6'. III�iIIiiII I -5.000' CREATE F-CLP, 4ALF. MIN. SEE � IIIjiII1iI1I .376" MIN. SHEETMIN. fM :•:Oe�fnrD�U� �C-TO'N1R1PE1rVo1dTI1Su1aE1D w complying with tha'1OF . 711IAu, 9d �da cpI AlwwNo16.02-16 .'0Q�, 3 E Pialion,Dme 4.68• .250' .U2W 6.000" 5.436' r --------I 5.438' 5.438' ly.......• 'q %.10ENS,< I...op z xe"x. MULLION 0003-T6 ALUM. No.58705 X-SECTION 375' LMIN. STANDARDCLIP U-CLIP 2X5 ANGLE CLIP OL l 0083•T6 ALUM. 6063.76 ALUM. 0083-T6 ALUM. TOP VIEW USED FOR 2"X 6'MULLION.SHEET 17 TOPVIEWr, 1111 TOPVIEW A.LA MILLER,P.E. FL P.E.#68705 FEXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+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 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED -- DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. e k LL �SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375-MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1•58.3 PSF AND WOULD 194.: FENESTRATION DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS SHEETS APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.850'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/•72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE '- 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. Lo MULLION - -- N LENGTH A 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 8 D3 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z N SEE O D£ruLs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? z 2-0 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. a Do) - IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, m C3 NO ANGIOR6IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 31' 32' -I MULL WIDTH 636 LBS ~ (60 PSF)X( )-624.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) _-KID 72.7 PSF -- -- z g m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.3/8'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.0/•55.0 PSF. J A v 9z FOR THE VERTICAL MULLION: !- Q N :c: Z o 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105'AND THE OPENING WIDTH IS 36'+36"+1'=73'.REFERENCING SHEET 25, d 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 U) U)J3 o so 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. W EXAMPLE 2:MULTIPLE MULLIONS W d FROM TABLE 3A,SHEET 7,THE 1'X2.75-X.375-MULLION(LENGTH=108',OPENING WIDTH-60')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-16.1 PSF R' ' Y Y MULL WIDTH--( AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. ¢ ? FROM TABLE 12A,SHEET 16.THE 2'X 4'X.250'MULLION(LENGTH=108',OPENING WIDTH=SO-)HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d ZO SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. SEE DETAILS, �(L' 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36+2=741,NOT 73"AS PREVIOUSLY , ' PRooucrs 2J ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL NTHE 73'DIMENSION(36-1Y2'*35-12'+2'=73'). 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 I CONCRETE HEADER AND SILL ARE 8•WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICALI MULLION` - - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-11Y GIVESAN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITY OF 971 LBS. 8 DETAILS, DETAIL E OPENING SHEETS 2-3 SHEET 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 HORIZ. MULLION TYPE COULD BE CHOSEN, MUWON 72• t'11WUC'1'R1iV158D 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72'+2"=106•.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/(RVINGULAR LOADING MAY BE us..mpIyiu&with 9w Flo" USED.FROM TABLE 12A,SHEET 18,THE 2'X 4'X.250'MULLION((a]LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+Fbuilding Code 770.0 PSF WHICH EXCEEDS THE A«pla»m No 16.02)S•0.3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E pi7ntion Det SEE DETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE B' Ry SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mieln Dode hoduq 2-3 (4)3/16-ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. VNIV�,//��7ij��/ L."OPENING 3a,HOWZ. �� 36,LE 1z. �f 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHORLHULLLENGTH--IIICAPACITY1S1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE WIDTH FOR VERTICAL NULL ANCHOR TYPE IS A#12 STEEL SCREW. (40 53705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - +/-64.7 PSF FROM THE VERTICAL MULLION; _ �' �t 110 Lti +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; •t) O +/-170.0 PSF FROM THE 36`HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). AIE L THE LOWEST DESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. -(>��• ,FC ORLON•.•' � VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATIONi� IN PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYIJN MILLE�,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: ^y� PW PWPW XIAgS o I � _ __ N N SHIDH ]DH -SHIDH S., -- PW ---PW S}}m I Z hN d U) 4 4 4V—z 'I LU w o O /LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / co O (- SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / �/ / / F- V) HINGED _ J DOOR SGD ------- - ---- T _ LOADING OF VERTICAL MULLION PW t I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION JZ O PWPW P �Q( m M3 PW U) PW Q U) N Q _SHIDM SH/DH SHIDH [L51YJHQ O0 Q O O 4 - o o SHIDH z) d LOADING OF VERTICAL MULLION LOADING � HORIZONTAL I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PWPW HR l— I - - I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL P HINGED I NOTES: MULLION DOOR -- PW _ _ ___PW ISED astCPlyui6 Goucr E'ih uw Florida I _ _ 1)DRAWINGS ARE Dullding Code j RERESENTATIONS OF TYPICAL AcoelNence No p — PW CONFIGURATIONS. E inti Date 2023 PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Mimn' koJucl THOSESHOWN. 2)IF THE LOADING TYPE CANNOT ��`�t LYIJN BE DETERMINED.USE1�� j PW RECTANGULAR LOADING. `•.i;•s.•' \CEI•ISp '•F� PW PW 3)SEE PRODUCTS'APPROVAL FOR Na.T,S705 I / ACTUAL ANCHOR LOCATIONS. - LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION l "' ' PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j `� v•'• ,`�'(� 6 I;'j LOADING OF VERTICAL LOADING OF HORIZONTAL �'^> I A.LVNN I 'A.E. ��CRI MULLION MULLION FL RES 58705