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HomeMy WebLinkAboutProduct Approval (4) MIAMI- MIAMI-RADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)3152599 EPTANCE DA www.miomidade.eovleconomv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER, - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or materiat 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 C,ode—including the High Velocity Hurricane Zone. O :Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 63003R, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through* 25 of 25, prepared by manufacturer, dated 08129/11, 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, modellseries, 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 NOA014-1105.01 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. MIAMMA®UIV1 Y NOA No ay 26,2021 Expiration Date: May 26,2021 111��J Approval Date:April 14 2016 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 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 reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 511,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. ManuF.$6-10218.03 ez,P.E. Product Contaminer NOA N Expiration Date: May 26,2021 Approval Date:April 14 2016 • E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5111 Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuelm*,P.E. Product Contr 1 E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACTSILEPAC -R LARGE AND SMALL i)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 �� a EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD SUCKS IF USED, GENERAL NOTES_._...._.._....._I a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS.._..........................FIGURE I: MELEVATIONS i S ULTIPLE 0. +o„—OPENING WIDTH FOR VERTICAL MULL ARCHES TG BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL T02X MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS•FREE-FLOATING”AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TOIX6 MASONRY_.....-.a 2 0 SEE OETAU INSTALLATION NOTES......_.._.....2 iL A•D,G,H; REOTArtOutAft NO7 HAYS A GAP OF MORE THAN 1/4•FROM THE CUP. MULL TO MASONRY.._.__..._.__,.3 SHEETS 2a SIMPE MULL TO STEEL STUD....._._...._,.3 04 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHEWINOLOADSCORRESPONDING TOTHE REQUIRED MULL TO MULL..._„......_....__._.,3 8 m .� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180,THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS_.r.......,...».___..3 U) �- i IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS_......_....._4 -'Z (0,) BAY MULL INSTALLATION.._.,._,„..4 Q A� >, 4)PROPER SEALING OF ENTIRE,ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.125 MULL SPECS............$ W INSTRUCTIONS. 1 X 2 x,375 MULL SPECs.....__..„e 7 i X 276 X,975 MULL SPECS__,.,_? SEE DETAILS ij 1�-”, iX27SX.65 MULL SPECS--.,-8 S` Z �a N ATNRU G; r i i i 1�i 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.BOD MULL SPECS_.....9 CS o SNEET32a -- 1 f i i? SEE DETAILS 1 X 4 X.125 MULL SPECS,__._._78 _ I _ A THRu c; ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER a F � uJ 7-- I ONLY TWO ADJACENT UNITS ATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWESTDESIGN I X 4 X.376 TUBE MULL SPECS- I t J Iii - i j SHEETS 2a I X 4 X.3?6"MULL SPECS..»._11 II III II / PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.26x 3.1188 X.265 MULL SPECS..n2 tt! 7 HEIGHT 125 X 325 X.100 MULL SPECS._.13 Z I j=' a' Leh GTH FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S), 1,28 X 325 X.824 MULL SPECS.._14 0 HORIZONTAL 125 X 3.94 X.824 M L.LSPECS»._15 SEE DETAIL E, M 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X 25 MUt L SPE(S...,_...__16 Q L Z SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2X 6X15 MULL SPECS.......-... 17 ,� � � ff !1f AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26 X 211 X.125 MULL SPECS.._18 W b REACTIONS. 30°X 3.26 SAY MULL SPECS_....._19 45•X 125 BAY MULL SPECS.._.....20 Q CJ Z MULLION d CLIP DIMENSIONS—21.23 )- 2� ��SO FENESTRATION 8)REFERENCE:TEST REPORTS;FTL-6443;ELCO ULTRACON(AGGRE-GATOR NOINS EXAMPLES 162...........,..-.,.._..._2a .� PRODUCTS MAY LOADING EXAMPLES...-.......-.,,...26 V7 I BE OF ANY TYPE. 0)MULLIONS AND CLIPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING tU ANUF�URED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 2 co Lo III BY POT. PGT-APPROVED FENESTRATION PRODUCTS HIVING CURRENT APPROVALS. (J tU Q �.i (D O 10)MULLIONS ARE IN COMPLIANCE FOR USE M THE HVH7- d O HORIZONTAL ``-" /SEa•D,cAit8 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL sHEETS2a WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH HORIZONTAL _ MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. ') MULL t--•OPENwc WIDTH-1 )--HORIZ MULL LENGTH--y 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH, 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGUTAW ORops `TRI/WgULARRRAPEZOIDAL'. HEIGHTGuvin9it 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT-)FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING PRODUCT s with a n THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY),THE H ctding I ng with Mite FiocidB OprHEI G MULL s� ( ) AUmpt Colo HEIGHT LENGTH O HOULLVERT. MULLION CAPACITY(LBS/Fr)OBTAINED SHALL MEET OR EXCEED TH£DESIGN PRESSURE REQUIREMENT(EBSIFT')FOR THE OPENING OBTAINED IN A�cbpancc FW� dam'$• MULL LENGMULTHSTEP 1).L 5)FROM THE SAME TABLE USED)NSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THISVALUE ByiiLREPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TOATTAIN THE FULL MULLION CAPACITY, Mtem' Tmduct SINGLE MULLION SINGLE MULLION .� `7) ilf OPENING MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE OPENING WIDTH ANCHORISUSSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ��� �0��••••••••�1f!(r,��i FOR VE CAL MtRL CAPACITY IS MET. ``a�t,r'A„iGENSg•'-.,may SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBWr)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE f:: No.68705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS(FT)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '!'�• '•T '" X2014 FLORIDA BUILDING CODE FBC,5TH EDITION ' + *ANSI(AF6PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBS/FTI)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION '0<` '.,AOR,•'\��� *ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY, ;�5 •LOR)tOR%.• . *ALSI-5100.07152-2010 8)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORAPERMIT. A.&N� 1 F1E211P.E. FL R't 58705 �� M tltltl � .• DETAIL A. DETAIL B: MULLION a MULLION TO 2X WOOD BUCK MOWON MULLION ATTACHED TO 1X BucKsraiP T'a ANCHOR OR WOOD FRAMING PER SUBSTRATE, WOOD BUCK AND MASONRY ATTapiMENT SEE SEE TABLES 18-160 ( ) OFFSET CLIP SHOWN (STANDARD CLIP SHOWN) evoTH£as, a SEENaiEL � m i sHEEri. g gs h 1 MULLION i I ; .' .>:.• W yN W t ; 11DISTANCE, w a I i •MIN 2.7 NSI EDGE [OTFFSET HER THE .° I TTT I i 21.23 FORNOBE a aq -b f. I .{ GONCRETEOR CMU' 4,_SEE SEE TABLES a 2 67MD i EDGE DISTANGE 1&160 " X 8 to MULL a EDGE Aa ° iaFORMASONRY Qp�P MAY DE ( D4STANCE ANCHORS ALLED BY G 1 FORWOOD { I m METHOD ♦ e SCREWS a e4 a t i ! SIDE VIEW Z J .266'MAX FOR G• Q a' y ALL MULLIONS a ° L e ' q R CS m a ° e• '°. °.a a �' L F- 7�.' Y � • a ° ° EXTERIOR °• v � Z a rz EDGE r a 2 dt1i FOR aA - ,Z d zMASONRYANCHORS•EXTERIOR °4+ wlNODwsBUTMAr Ix2 zTYP.ANCHOR TYP.ANCHOR PER SUBSTRATE, - 9 1 TYP.ANCHOR /// PER SUBSTRATE, SEE TABLES 10.160 PERSUBSTRATE, / SEETABLES 10.16B SEETABLES10•160 /J EDGEIEND DISTANCE SEE {WD SEE TABLES 'j f.. ATTACHMENT EMeEDMEMOUGKBTRIP 10.168 I •`' "<` BYO7HER5, . _ EMBEDMENT' ATTACHMENT - i •r SNEE71. -a` BY OTHERS. '� _ .. ... .. • s• SEE NOTE 1, t" SHEET I. MM 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT RBVISBD SIDE VIEW us comptyina,dzthtba Floft Building Code FRONT VIEW AeeelNanccNa O BX im{ian Raw INSTALLATION NOTES- Miami do Product 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. {i i LYNN 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \���\OC1• '••. ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE y,.••4LC�NSt; '..'P CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE k', FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR INTERIORCLIP MAYBE USED. 't No.58705 S)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ��'•• S +f.O' j 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ii'LS� ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. " .8IQ�f A.LfNFIIMILLEF};�.E. FL REN 58705 DETAIL.E.", sin AWMIN. .t MULLION TO MULLION xx DETAIL C. �` INTERSECTION NOTES: e- a MULLION DIRECTLY ATTACHED TO MULLION (U-CUP) • MASONRY STRUCTURE 1)MAY BE INSTALLED IN"TEE"OR'CROSS" o (STANDARD CLIP SHOWN) INTERSECTIONS. 04 y Y ES F c� 2}MAY BE INSTALLED HORIZONTALLY � I (SHOWN)OR VERTICALLY. c N E "••'"• I i PER SUBSTRATE,ATE, 3)SEE U•CLIP DRAWINGS,SHEETS 21.23 oFFSE7RMutL I i SEE TABLES 16-tae — FOR C.ORRESPONDINGMULLION. z �mrc 0 CLIP MAYBE r n 1 EOGE0137ANCE TOP VIEW MULLION MASO INSTALLEn BY 11 J THI5 METHOD. 1 I I < ANCHORONRY VARIES-i----+i J T I 1 Al2B7EES, . � l I I'[ /'S£lF•DRIuumoutLL1N60R PREAtifDA U). � �a ``•./ MULLION AND USE SMS Uj co O O zz p [h M N EXTERIOR "� s MULLION � z _jq £DOE DISTANCE o 7HE tlFF8ET CLIP IS c z 10 Xi FORMAS Rv—• REGOMftENDED FOR ANCHORS ., FIN•FRAMEO INTERSECTION ' WlNDOWS,BUT MAY I•••@@ ALSO BE USEn FOR U-CDP J {,t)o O z S• s OTHERFttAA1ETYPES. EXTERIOR < z d' TYP.ANCHOR4 z zN Q PERSUBSTRATE, d ¢ O z // SEE TABLES 18,4311 Q SEE SHEETS 21.23 FOR � Hi C>]?4 OU J _ 7ERSUB TR HOLE LOCATIONS PER SUBSTRATE, N _ P BEETA@LES i@-53H ANDFRONTVIEW EDGE r DISTANCE A77AGHMEIR _ SEE TABLES f c EMBEnMENT•r •..��.. SEENOTE I• i.... .a 16-i3B Q z Z O O SHEET t. .. d E . .•.'...i.,': •.• '�. ,. '.'. . EDGE mO s:0 ..,.. DISTANCE a mom. MIN 2.7 KSI CONCRETE OR CMU • .." SEETABLES SIDE VIEW 9 .-y MIN 2.7 KSI CONCRETE ORCMU IU-13B FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL$HALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR A _PER SUBSTRATE, ¢) i / SEF TABLES IB43B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION .`�/ SEE SHEETS PRODUCT RSVISSD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON 714E ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR m complying with No Floddc CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Coda 1Co-C/L1 O FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Acceptance No S MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. - py Mi 'Dado l 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ` 5)FOR MASONRY APPLICATIONS ftMIAMI•DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVEDL7 EWE STANCE ``'>> LYt.N ELCOUL?RAGONORELC01t4•S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDSTHINNEWIRAN SEE TABLES �� QA .• ""'•.jt( f�i FRONT VIEW SSGAANDCOMPLiANTVATHniEFLBUILDiNG 18.716 ti\ •c�`.••L1CCN3F ^.R CODE.A2X.WOOD 6ACKER MUST USED. "t'; ••.)r ATTACHME14TSY OTHERS. . ;•r7 NO.6$'/95 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW 4 NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD S1 E OF :•ti4� ANCHOR VALUES MAY BE USED. 'tn> •.•rlgp\OI•'fl+' 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5.20,FOR QUANTITY OF SCREWS. A.LYNN, 4LEli,PIE. FL P.E.#58745 DETAIL F: DETAILG: DETAIL H: � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ' o L��n It U v SEE DETAILS A•E, 30'OR 4V � SHEETS 2 AND S FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES, N MULLION b!� f- a 0 z rwn 0 0 O O O TOP VIEW 2 Ix uzi ->o IW L) 0 O SHOWN W HVXEdX.125' I TOP VIEW I FASA.LSON1 Q CHOR EXTERIOR ( j I i RSAUBSTFIXTE, I 7 U e m i i SEE TABLES ISO OR 150TYP, ? OR STANDARD MULLION CLIP I 1 PERS BSTRATE, 1 I I EXTERIOR Q zL � z_ -MODIFIED 70 FIT FIELD I SEE TABLES IB-14O C� II I CONDITIONS. Iii IiI 1�Iij� 2 GLE CUP, !— z"� Y 75 2 PER MULUON END,MUST BE ZH0 INSTALLED INSIDEOF BAY MULN I.-1 w O -MULLION 1i o � rXS'x.12V }= N 0 N I ANGLE CUP. C.} z Q 2 PER MULUONEND, =3 0L111 II I IN DEOFMULLBE ALLED m, o I I 1 TYP,ANCHOR PER SUBSTRATE, _ SEE TABLES 18•710 INTOWOOD. STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED W-FIELD. `{ EXTERIOR •' �. /'RI EpDgO\`TNpR �� •�.. ORMUCTREVISED 1J PBpP n1 c—ptyingg Wi1B the FluMa F tluildi"Cock INrowooD.siEEL, Aceepimice No 1GI-e2t$"p3 Bxpimtlon Date 2152) �® ® ALUM,CMU OR MASONRY EDGE O DISTANCE ify PER Miami a FFe uct ANCHOR EOGE rA 1 •-��--•—---C'�3 E DISTANCE E PER ANCHOR � NOTES FOR INSTALLATION OPTION 4 8 H: NOTES FOR INSTALLATION OPTIONS F 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ti�-•St �TCENSF •'• f)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28"X 2.f f'X.925"MULLION, LATHNJS.SSEE TABLES 18-146 FOR ANCHOR QUANTITIES AND SHEETS 2143 FOR HOLE ;k; lyp•58Tt}5 2)SEE TABLES 18.138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. r 3)DETAIL H:SEE TABLES 16B OR 18B FOR ANCHOR QUANTITIES AND SHEET FOR HOLE •'U'•,cam` 16 tLr A 1�t LOCATIONS. ?�.'. TE •;� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. 'i��,{,'•, pLOR\pN.��C��� A/LF P p.E. FL 68746 TABLE 1A MulOon Ca acl Table Ibo1Bk " Op9ningWldth(foriertica*sparring mt0ons)orOpaningHolght(for ho W-spannirgmt#iorn) 60 to 80 to 7013 Doth 001n 100 In 12013 1401n ISO RoManqula TnplTaNO. Rema Trepndana, Red[angular Tmpralang, Reetenuu<ar T/apmarv. ROdAl o TMWTdmp. R aen6�dar 7mp/rdang. R-190War ttaa4Tdar47 Roeangulor TraNBlmg. at at Tmpfiian9. q I x2x.126 Loading Loadtn9 Loadng Ladfog Loadh9 Ladrq Lading Lead'arg Ladng Loadeg Learning toadh0 Loawgr Lowing Loading Loadh9 Loodblo Leadog � um Tube 091 20 � 1 11142111 fit, 1 1114.1if !I 111 o 42M 111.91 408 7296 332 83.2 499 Ii5.5 325 79,9 406 10711 327 69.4- 400 104A 319 82.1 "40 101.0 310 65.9 400 104.0 319 48.8 408 104,0 SiP 39.2 406 104.0 319 35.0 408 1104A 348 J � 4814 74A 312 83.8 266 62.4 312 73A 252 53.5 312 61.0 248 46.0 312 63.2 246 41.0 312 51.3 244 37.0 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244 :3 3: g as 6OA25M 63.9 201 70,8 234 63.2 261 61.5 224 454 281 65.7 224 We 281 57.1 222 33.6 281 60.1 220 31.2 261 49.3 279 120.8 1 281 493 219 228 241 493 219 20.0 281 49.3 219 � )o 0 8413 62.8 247 57.6 201 43.9 247 498 202 37.0 247 44.0 IN 32.9 247 41.5 190 20.2 247 39A 194 20,3 24T 30.4 193 21.0 247 30.1 193 16.0 247 $8.1 193 10.4 247 38.1 103 m 60h 38.4 200 41.2 170 320 200 35.4 166 274 200 314 163 244 200 20,9 180 21.3 200 27.11 189 192 200 26.9 1,67 16.0 200 25.0 158 J 'r 63 In 33.1 151 35.3 165 27.6 1811 30.3 152 231 161 26.8 149 20.7 161 24.5 146 18.4 181 228 144 164 101 21.7 143 solo 26A 165 30.8 142 24.0 165 291 13D 208 105 23.1 138 16.0 165 21,0 IU Z 7213 222 139 23,3 !20 498 139 Sg.9 119 15.9 139 125 iia = j�jj 781n 10.9 128 10.7 1109 16.7 726 18.D 107 --! _.I z "In 17.5 118 16,2 101I - 4EH �.., .-.1 T• e- � � d � O TABLE 16 phcaorCa ael Table fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: F¢ 2 ao p ANCMOR CAP.,,,,,,,,, r Lt Ia B`- eotoDMe: 2.79 c4fal a 34k Cap. twm CMU Filled CMU PT Wood Metal (Dp-)X( }=ANCHORCAP.- "+ 5110 Eko 1!4'88 Eko N15'Elco 1!4'SB Eko YfO6leM N729tK4 Y1261ed MULLION CAP.,,,,,,,, _ AnMprType: 3110'Eko Ullroeon tn'Eko UOraam 3f18'Eko Uttraca 114'Eico LObaom x AnahorCOpPatleme u19aA1 agpreGatm t0lmom Aggraonor Scow(GS)Scmw(pos) Sarcw(as) USE THIS FORMULA TO OBTAIN THE"ANCHOR ,ty Edp Cleranee oy 1" 2-1r7 1 r 2-147 3-18' 1' 2.13` 1• 2-Sm 2' 3.118' r 0.48' o.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN X Embeftmi0n. 1-314- 1-W4• 1-3/4• 1314' r mill' 1414• 1.114' 7-ia• 1414• 1414' r 1518• i4w uxbe ACTUAL PRESSURE REQUIREMENT FOR THE 2 124;75'MIn,O.O./SterAmtl«orae Clp(Fq.17 399 ma 39Th" "Sows 098ws 16441" 210 Ms 280 lbs 364I. 746w" 3T4lbs 664tba 940wa 343 m" 4421m 588IOa OPENING,WHEN IT IS LOWER THAN THE MULLION Q,�T zOy.V) � 41Wpme(01.15'MkL 0.C.1Swndwd(WOba0clp(Fq.2p 480b" 700 tb" WA WA WA WA 380[be WA WA NIA WA WA- w2 ses Im I12om" CAPACITY(FROM THE TABLE)OF THE SELECTED a& Manure rA9n.OA,/(2)2X5 Angle Cl"/(Fig,3)r 780 Ins 700 ma NO ma 15e0 ro" 169610" 540 Ina 56o roe wA rsa wa 143 tea oatIns 18921ba s52 an, gastro /12oma MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anctm 0OAS*Min.O.O./U47hr,NIo.125'ANm.(Fq.{k WA WA WA WA WA WA WA WA WA WA WA WA WA NM 715 Aa CAPACITY WHICH MAY BE USED TO QUALIFY h 1 Anmm I F4:2p lFlp.s$ 195 RA 105 6x1 Mies 445 ma W2 ma 135 ftWit$ 177 Ins 310 N107 ft 1332 Its 473 w3 17o we 224 me 260 wa ADDITIONAL ANCHOR OPTIONS FROM THE 2im""p1.IVMln.QGJF-afpF1q'6yI 240 res 350 m4 WA WA WA I WA IN lb$ WA WA WA WA WA lit Iba 442lbs Wo 1b" 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: • • 1 j SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PR©OUCr s with the . . • ) os complying withtlr0F104ida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1,000' Building Code Accoptmlm;No 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16R OPENING WIDTHS IS ALLOWABLE. ex imU Date FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Mtaml a rroduct ' . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. .126' �i4/44,r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-fltit`A\3. 3414 6LE0 �� �a •.•• •. �F r CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED FIGURE 4. FIGURES: FIGURE 6: (CMU) S ,`. �� '•,y( •� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' 1 _ a1 . THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT II*XZ*X.12vMULUoN LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND J - THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,IB 6 S.S.OR 410 S.S. • �•�3'•. �(Tii O \ ........... RC1; FL P.E.#58705 TABLE 2A mullion capacity Table 0bee 5 Opening Width(for wrticalry•sponning mUllons)orOponlnp Het ght(forhodzan!0y-spamirg mUtlons) Q fi0N win 70N BON BO In Ica in 120 in 140th Iw In ` k Reofar®glot Trapttdanp. RIOnrotow Tnp7dary. Ratanpula Tf8p7niong. Rectanidat Tfapoviov Rectangular T7aprTdwo. ReGargUv TraplTdeIV, Rant.Wat TretYetang, RedangWar 'Tmpr1fdanO Rectaroutar TtOptm.no b a a to .Tube Loadln9 lui8n9 L4eAng LOadlnp UadW toamv Loadlrg Low" Loading Loading L-ft LoodIng LOWIn0 Loaairg toodmg toaft tow4v Lo.olne Alum.Tube a g 1 111 tI Ief s a111 11 1, 11 11 111, � 03 Z 42 In 110.0 620 170-0 435 151.3 (i2 170.0 476 128,7 6% 170.0 606 113,6 082 169.5 658 1089 682 168,0 617 80.8 682 Idea 517 76.7 082 168.0 517 848 882 1089 617 60,7 682 Me 617 0 48N 121,9 5117 1380 418. 101-0 fOt 118.2 410 888 507 108.7 483 180 ,507 1026 099 67.8 6o7 99,6 397 60.8 607 980 398 $0.7 1167 99.0 398 434 607 Re 396 Sao 507 99.0 398 Iii 60.606N 103,7 456 N49 379 88.4 458 88.8 377 74.1 458 90.1 384 648 458 &I.6 060 51.8 456 81.3 337 61.8 466 110.0 356 432 456 60.0 3% 37.0 458 680 356 32.4 466 80.0 3% � CLc� m 5/N 85.4 400 833 Me 71.2 400 80.8 328 Ste 400 72.7 322 63.4 400 67.3 318 47.5 400 64.0 315 427 400 023 314 35.0 400 81.8 313 385 400 61.8 313 287 400 81.0 313 m 6pN 82.3 324 60.8 218 81.0 314 57,5 270 445. 324 61.7 284 38.9 324 4ag 260 340 324 43.9 257 37.1 324 420 255 .280 324 40.5 263 22.2 324 40.5 263 10,6 32! 40.5 753 N r J 83h 1179 294 111-0 252 448 184 482 248 384 191 43.0 Z41 338 294 39.6 Z37 29.9 294 37.1 234 288 284 382 Z3Z 124 284 33.6 230 792 294 334 230 169 294 33,4 230 ESN 488 260 49.6 230 39.0 206 42A 225 334 268 37.5 221 29.2 2GO 341 216 26.0 9B8 319 215 23.4 288 28,8 212 18.5 260 Me 210 116.7 268 27.7 20O 146 266 21.7 209 72(n 380 225 31.9 196 39.0 218 322 i81 25.7 773 28 4 188 226' 725 288 185 20.0 225 23.6 102 180 225 221 780 Me 276 Z0.3 177 12,9 226 19.6 178 11.3 226 19,8 178 Z U z 78h 309 202 .1) 177 25.5 202 27.2 173 71.9 ZOZ 24.8 170 19.2 202 25.5Flier 17.0 202 58.7 186 183 2011 184 tS3 128 702 16.7 1110 lD.9 201 15.9 159 9.8 201 188 7116 ° Z 78N 283 191 2O9 186 218 162 26.1 IBS 202 191 71.0 182 17.7 162 187 159 187 192 18.1 167 t42 791 186 1� 719 162 15.2 162 10.1 182 744 160 89 182 14.2 150 99 In 18.6 144 18.0 128 15.4 144 181 fZe 'Sta 182 127 111,8 173 F 6O TABLE 213 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnohorCa pct Table lbs ANCHOR CAP.,,,,,,,,,, _ w X BW.Vem; 2.IkCowete 3.6itcaw, HOP-emu F4IedcMu PTWoed Hemi (DP_) (- }} ANCHOR CAP.- N 51ly Eke 114'58Eko 6118•Elco M•s6Etco NS08ke1 0128100 012$leet `MULLION CAP.,,,,,,,.,` f- Arohorlinw. 37/8•Ewa U6raean tt4-£(cotgnaeon 3tt8•Efco tutmean iM"Etco Ultrxon AachorC8pPS8gme Ufmcan Agga:G&W fgtrabn AWeGawr 8c4 (05)Somw(G5) Spew(GS% USE THIS FORM ULA TO OBTAIN THE"ANCHOR Edge Uhlence 6n): t^ 2.02• 1^ tare• 1 3416- t- 1 2•ur I i• Mr.. r 3491' r 9.487 6.64• 0.32, CAPACITY REQUIRED'CORRESPONDING TO AN DQ, to Embedment MV 1.3Ir 1.314^ 1fa4' f.V4• r 1-tp` 1470 11 Mw Mir 1.1141 r Las• fag wdas ACTUAL PRESSURE REQUIREMENT FOR THE _ ao0 RC1 2Anolron®4.7$MN.o.C.I manderdwotaolalP(Fig.i): 3901. 3901. 450ID5 890 fh 16441. 2701. 28018. 334 ma 74011Th 374 nn 86113 8(10 34113 4421W 5601. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhom®1.15 MN.o.C,181.ndma(«often aip(Fig,2% 40011 701)1. WA WA WA WA Seg 1. WA NIA WA WA WA 68z 1. 11651w 112014 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Atxigra G 3•Min O.a I in Dt5 Atlpid ape I(FIg,31 )801s 7801. 88818. t58071y 19901. 6401. SEO M WA 76010 MOMS Bee We 189215 W210 885 It* 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchor 49UAv W.O.C.t UCeP,In to.t25'Alam,tFq.41: WA WA WA WA Hrn Wa WA WA NIA WA WA WA WA WA 7151. CAPACITY WHICH MAY BE USED TO QUALIFY t Antmr7F421Pffp.5): 193 gxi t�1g 22510 446 an e22(m 13523 14013 177110 37080 1111lhi 3321. 473163 170 foa 221113 20010 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anct4on ffi 1.tY MN.O.Gd F42tp(Fig,11% 240 Nw 3509. WA WA t40\ WA f9D Dn WA NIA WA WA WA 3411. 44210 66(110 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: FROQUCTREVLSSD �.��� . 0.mmplyi44a wl1h tdgF'(0f911g 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Boild04g Leda o SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ^) 1.040' r Acccpimrce _._ Ezpiralial Date FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. By Mlemi do Ifdhsct' 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. 000" ! * HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2 A� Ilii 77 rY FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1` \.,• \,\CE ANGLE CLIP MUST BE USED IN PAIRS. 375NSE••.,F,p 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ' FIGURE 4- FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)S14ALL CONFORM TO ASTM C-80.WOOD SWALL BE PRESSURE-TREATED -T No.58 705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 ANDREA MINIMUM OF.12V r, • • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT I*X 2-X.375"MULLION { • ' LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ^'A"• �.,v •:' U {��•, S r�fE F ONAI. -,o A.ONN MlbhER.P.E. FL P.E.#68705 TABLE 3A all n MolllonCe 614 Table b6TR4 OpeningWldlh for verlically-sperWa nuflions)or opening He tit(for hodwrileIVVarying nufflons) #t' 601. BOM 761. 841. SOIn 1001. 1201. 1401. too In 31� 1X2.78X RectnguW Trep/TAerg. Rectenguler TrapRdarg, Reclerl00la Trepfnlwg, Rectangular TrePRdang. ReeimpAar Tewflllwg. Rectangular Trep?dm0• Rwtengoler hap(16eAg. Rectan014er Trsp7Tderg. Rectmgutw hapl0tanp. �xq tomato Loadng Load"# Lcadng toadng L"erg laadng Loafing Iaadng 1.4-ft l.,kM Loa" Lowing testing � Loafing Loadn9 Low4rg Loafing Ium. T Jmullio g Ial I z r� 421. 170.0 820 170.0 AS 170.0 744 170.0 478 170.0 065 170.0 608 170.0 992 17&0 big 170.0 1£16 170.0 624 170.0 t240 £jell 621 £48.7 1301 170.0 621 127.5 1301 176.0 621 111.6 1741 170.4 521 O W 43M 170.0 106 170.0 524 170.0 650 1704 bM 170,0 942 Me We 170.0 -1133 170.0 661 t0L8 1139 170.0 877 138.8 1139 170.0 650 1134 1139 170.0 800 97.6 1130 170.0 OW 65.4 1139 170.0 680 _ .W 50,62510 170,0 747 170.0 603 170.0 698 170.0 631 167.0 1032 170.0 664 140,8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 765 63,9 1032 170.0 758 73.4 1032 17&0 756 0 541. 17&0 707 1704 612 161.7 007 110.0 691 138.2 807 164,7 730 120.9 907 162.5 726 107.6 907 1460 714 96.0 807 141.1 740 00A 667 140.0 709 69.1 007 £40.0 709 fee Per 140.0 700., to O I" BDM 141.1 It 162.5 823 117.6 73S 139.3 611 100.0 735 11&0 699 882 7k4 100.2 6B0 78.4 739 99.6 6B3 70,8 775 D5.1 678 65.8 776 D1.8 674 004 773 91.8 674 1..t 775 91.0 674 � � J BSM 121.9 680 130.0 570 101A 60 111.0 657 87.0 bell 08,9 547 762 686 90.1 638 67.7 We 63.9 631 me 669 70.9 620 60.6 668 76.0 821 43,6 We 73.8 521 3&i 660 750 621 £ 681. 106.0 SW 1124 622 863 607 861 611 7&7 607 05.0 661 68.2 607 77.1 493 58.9 007 71.3 468 53.4 607 47A 481 442 607 63.4 478 37.0 607 62.7 474 37.1 607 62.7 474 Z 111 i $$$� � 3 721. 81.8 610 83.6 447 8&0 $10 77.0 434 59.3 10 64,3 428 MA 610 57,9 419 45.4 $10 53] 413 40.8 510 50.0 408 344 510 43,0 402 20.2 510 MA 399 25.5 510 44,3 390 2 Q LU 761. 69A 450 72.6 406 67.5 468 61.1 392 49.6 458 54.1 385 43,4 450 40.6 '378 38.8 456 444 373 34.7 400 41.6 365 28,8 458 37.7 382 24.8 4be 3&0 359 21.7 458 3&7 355 Q e w TO In 64.2 435 07.0 351 63,6 435 68.8 373 46.9 433 49,5 We 40.£ 435 44.7 300 35.7 436 40.6 333 32.1 435 36.1 361 26.0 436 34.4 344 22.0 435 324 341 20.1 435 32.2 340 901. 41.0 327 43.1 200 144 327 36.4 265 29.9 327 314 260 20,1 327 20.3 275 232 327 26.7 271 20.9 327 23.7 264 17.4 327 21A 202 14,0 327 19.3 258 9810 344 2517 354 257 26.7 207 29.9 252 244 207 28.0 240 21.5 297 23.1 244 19.1 207 20.9 246 17.2 207 19.3 237 14.4 287 104 232 X gO NO 1061. 24.2 227 24.7 205 2&2 2272&6 201 17.3 227 ibA !90 1S.£ 727 7&4 103 w d8 N1 M 22.3 210 22.7 104 16,8 215 10.1 161 164 215 184 185 � ti 1201n 17.6 184 17,0 187 C.1 x O TA$LE3B ANCHOR CAPACiTYADJUSTMENTFORMULA: d r Z .rA U) Anoher Capacity Table Ilea 414014214214. 2.7xcawret4 3.5ktkna No8owp4U Filled CMU P1Waod Melet (DP,w)X(ANCHORCAP-.,,,.,,,\_ANCHORCAP.,,a - [kp1D' 5116'Eko 114'SS Eko 511V Elco 11P 80 Eko 010 81ml 412 StW 612 Sted `MULLION CAP., ,,,r AnahOTClipPiHBtna AmicarTy0x1: 3/16'Ekoufracwl 1H'EkoUlUanon tXtmawt 31tB•EkoUlrrecon tlA'EkoUl8ecpl AglIre0alw Ult em AWmGaW St:"(05)Set w(05) Screw(05) USETHISFORMULATOOBTA}NTHE'ANOHOR Edo Ustaree(In): 1• 2-11r r atrr 3-114• 1• 9.1/2' 1• Mir r 34/r r 0.48• 0.64^ 0.324• CAPACITY REOUIREO'CORRESPONDING TO AN Emtedmmt{M 11414' t-3M t-3N• 1-314• r 1-114• Met' 1.114• 1414• 14/4' 1.114' 2• 11416' tale• .,Is& ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhore 4.76•MM,O.0(8tsnded a OSee1 Olp(Fq,1): 3901bs 390 9+14 450 rm 690 ra 1644108 270 ft 280 i0s 354 th 740 PA 374 Ra -01-b. F430 lb, -7-9. 4424be beg r. OPENING,WHEN)T IS LOWER THAN THE MULLION _ 4 ArKhwaQ 1.15"Min O.C.131atMatd{al)ftol 513{Fq,2k 4801014 700 to WA, WA WA WA 380 lbs WA WA WA WA WA 602 iw 885{ba 1120 m CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhois 43.884 O.C./R)215 Argla 010,1(Flo,37 760 to 780 too 680 to 15M lbs 1896 IN 54U SO its WA Home 740 The 864th 1802 rs its WS Ito 112004 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Anch"m 0OAWMin.0.C,1 U-010.MIo.125•Alm.IFlg•4)' WA WA WA WA WA WA WA WA WA WA WA WA WA NAA 715104 CAPACITY WHICH MAY BE USED TO QUALIFY t AmMrI F-Chp(Fq.6r. 195bs 195 the 22584 445 rh 812 to 135 rs 140ra i?1 ibe 310th 18Xbe 332 re � 473 is 176 ora 225iLe 296 to ADDITIONAL ANCHOR OPTIONS FROM THE ,2Anctxtrm 1.15•MM.O.CIFLII (Fig.6): 24011. 350th WA WA WA WA 1001hs WA WA WA WA WA 3411. 4421W 680IOs ANCHORCAPACTTYTABLE- ,I FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. C11),CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROnUCT REVISED os complying with 4110 flodtbl UaildingC4tda 'O'Li$•Ej'3. AcmpIOnx NO 1fD FIGURE is FIGURE 2: TABLE NOTES' ExpiratlunDateG$l •--' 1.000' r • i db • 1)SEE SHEET T FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Balyi ,i Ode P7A�QDntrfj SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE T. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 0\���(LYNN I, /// 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' `'`��:•i10ENS@ ;F`P 1♦ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. C FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `y:• No.58705 •"7Y ANGLE CLIP MUST BE USED IN PAIRS. .4)SUBSTRATES;CONCRETE SHALL CONFORM TO RCI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UN IT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED 5° , ••/ _' YELLOW SOUTHERN PINE WITH AN SG OF 0.85.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.126° . THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK( )18 GAUGE).STRUCTURAL STEEL TO BEAT S It F <C! i'X2.75'X.375'MULLION ` '� "-•.,�(ORIOP• `ti LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •ri�L1� . . �C9 • * THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18 8 S,S.OR470 S.S. �r.tSlr;tnt �GR,P. A!L;Y f R,P.E, FL # 8705 TABLE 40. Mullion Capitally Table(Ibate) Opening th(IOf vedi ca*"v a rma mcons)"opening Height(for hoftrifts*spa murlors) Win 60 to 70 1, 801n to in 100 In 120 in 1401n twin IX7.76X RmImplar nWMmV RocUff9uier Tmplftm. F-1-paw 776pfTdv. -F"-f8Rvw- -fo-wThm Rectmeaw TnWTd--w. W"odar 1vsPfmWw4 RaotenpWar Rwrilang• P.M.W lmwftrg Reot"Pla 'adivill .060 Alum, iaadnusdina Losav toadna L-div Loafing Loafing tftdv Loafing Loading L.R&V Looking Loading" Lwdng Loaft 1.0.400 Tube mumon C4 0 1 z 141 211 1 1 4211 ill I! 1.1 1 1 101 2, 1 a I I if 42 in IM Me 170.0 435 170.01 744 1170.0 476 170,0 80 17" 510 170,0 092 170.0 510 t7Q.0 file 170,01 $21 170A 1240 170.0 521 11170.0 14SHO 110.1 52f 158.7 M t70.0 521 06.8 1620 00.0 $21 4$h 170.0 704 `170,0 U4 170.0 650 170.0 Of 170,0 M 00,0 030 170.0 033 170.0 601 1170.0 1275 170.0 On Vat) 1411 1704 NO 141J 1417 170.0 FAB 0 1214 1411 170.0 68D IM3 III? 170.0 M V0.0 747 If" 501 17a.0 BOB170.0 031 170.0 We 170,11 684 W0.0 119$ t7O.D M 182.6 W 1170.0 747 1148.3 12M MA 760 121.9 12W 1170.0 M 104.5 1280 170,0 1 760 CIA 42e0 IM0 756 1A In LU 1104 797 170.0-612 170,0 VMA J10.0 opt 170,0 1110 170.0 764 150J 1130 17D.0 803 133.9 11301170.0 $37 1120.0 Me 170.0 658 100.5 t139 1700 MI KI Me 170-01 asl 75.3 1130 170.0 Of -770-1 WiR ino -as --17-00 140.5 015 1 3 let 125,6 Me U0 746 Me 915 132.3 y35 07.6 915 423.9 728 47.9 915 iltli 720 7$2 AM 114A 715 02.6 Of$ 114.4 715 5CO 015 114.4 7i5 -j (3I1 1SiJl 30 181,10 710 128,5 no 138. 04 10-5 B30 f212 681 84.0 ON tf2,2 6`10 64A 630 VIA W2 M9 630 99.4 650 0.3 630 04A 040 54.2 830 04.1 640 41A C30 94,1 640 011 in 1321 757 14" $0 11011 76-1 119.8 M 04_3 �767 105,11 624 82.6 767 90.1 614 73.4 767 89.1 m 68.0 751' P2 600 0.9 157 10.0 593 0.2 M 70.2 Of 41.3 761' A1.2,-41 z -5 M1 W Me eW 72-2 521 W5 838 40.5 $14 Me OMM GZ3 505 42.4 030 57.2 WO 38.3 036 65.3 497 31.0 06 55,2 497 we 1 too.6 m 91.0 610 '7Z7 m, 'in -w5- 57'IT90:4 406 77.1 IfIf 78.8 4" "eff ?71 - z tc 7;In 67.4 472 64.1 671 004 471 40.0 571 55.6 484 43.2 67t SIX 459 38,0 $71 41.0 451 30.0 Int 44.8 447 27.0 67t 44.5 "0 -7o-10 -WO A 474 60.7 2 70.8 465 67.1 542 OZi 455 60.0 642 0.7 449 44A rAZ 51.0 442 40.0 50 47.5 437 W $42 42.0 420 28.0 642 404 425 25.0 $42 40.1 423 "0 '2'.5 9D In 321 16.6 407 24.11 7-1 23.fl if z 621 407 53.7 361 414 407 C4 45A 355 37.2 407 20,6 340 3ZS"07 35-3 343 2a 9 407 32A 334 21.7 401' 20.11 i6a 407 m.0 31 C_ 44.11 3M 35.0 W 3T.2 314 30,7 358 32A _j770 rN58 I NX 26- 0.3 350 10.21 204 42.9 3M 60 in 3W We 28.6 304 "s 360 20.1 i 30.1 24q 255 25.1 2B3 25.0 251 1 211 1 203 22 LLI 267 28,3 W 23. 2G7 23.0 238 ICO 267 204 "5 17.3 231 15A 2211 22 9 16.8 20S 1$,? 229 18.2 202 m x 30.8 .5 247 18.6 - to 244 t0,7 203 -1$.0 240 7 12o to 22.0 22O 223 2409 IS,3 711.'�o - 267 -i-ei hl to TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: An harCava We fibs) 'A subolmler. 2.7k C�m. 3.5k c4m.1 Rolow cm Med CMU I PTWood M.1801 (DP..)X CAP.,,,,,,,,,,, =ANCHOR CAP... n C MULLiON c1tv To 11 -0 u WIV Elm 1111`83001NIG-Elco 1/4-86likolsViSt"I 912 SWI Meted G '2 3-' Anahor CUP Pattems MOD(Type,. Y18*15kotilhu. we Eko uh0c. ub�w 3FI61 Elco Ultimo 1/4'Eko Vft� AM 3tv tffkK� AWeGator Scm(GR Sft�m(rGS) 84"(0) USE THIS FORMULA TO OBTAIN THE ANCHOR 1 -341- 1. CAPACITY REQUIRED*CORRESPONDING TO,AN Edea-Stem.M. I" -"r 2-fir r r 2-1rr 2-fa* r 3-11V 2' 0.4r 0.54, 0.3241 1 I.W4* 1 Ive 21 M/4' 1414' 1-114. 111W I-1e 14ir 21 I.yel 14m, ACTUAL PRESSURE REQUIREMENT FOR THE LUD`N 'TED I -E-V r MG. St.;;T.-41=1114 390 300 ft 4W ft 600 r. 1614 RA -210 ro 20 wa 3546s r4i w 3Y-4 J9 w4 jbs 946 w 341" 44zibs Now 0 E I G,WHEN I IS LOWER THAN THE MULLION AM 0 4 Amt=@ 0.c.I starom C*(PW 21 460 to 700 bs WA WA WA WA 300 ft WA WA WA WA WA 68FO-s- CAPACITY(FROM THE TABLE)OF THE SELECTED M 03-W(LO,C.f(2)2KSAngtOC4"f(Fil�31: 7M 1b, 2-12' U5 6W 6W P, 15W 1b. 1896 w MMS No" WA 760 Ift Men. w it* 1092ft M2*5 MULLION.IT WILL YIELD A MINIMUM ANCHOR -i.Z*0.4v min,O.C.I vaip,wo.12W Abm.(ft.4), WA WA WA NIA WA WA WA -WA WA WA MA WA 7151b. CAPACITY WHICH MAY BE USED TO QUALIFY lArOWIF-C&P Sri 195*a Ii5ft 226 A. 133 ft !10,ft 177 0.e370 Ma 107 Ibs 3321h 473 ft 17004 221 ft 280 VA ADDITIONAL ANCHOR OPTIONS FROM THE -FJA 190 PU ANCHOR CAPACITY TABLE. WA I WA I NA NIA NA WA WA 341 Ihs ;14 M2Na ft NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODIJCT 1111VISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, m c-1plyinjI with Mc FIDrib Buildinscude -IbUb'V .c3 FIGURE 1: FIGURE 2., TABLE NOTES: Ac"Ptanm NO p ton i 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By 1.00w "Zimikin Dal. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MintD do 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 211-23. 1 4•..-- IXIIE14 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CUP MUST BE USED IN FAIR$. -T 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI'3011 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4! FIGURE 5. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 141 FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF,125' SAT-OF THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AN0.046'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I*X 2.76,X.6501 MULLION %. ........ '�N THE MATERIAL 4110&1112 ANCHORS INTO WOOD MAYBE STEEL,18-8&S.OR 410 S.S. A.LYNN MILLER,P.E. FL P.E.#56705 TABLE 5A Mullion capsalty Two Ibse - � OpeningWidth(f0rroerI1caPysjxmnlgmUlions)orOponingHeight(torhxllAAA9ysp6r r117mUflims) Win 6041 70 In cot. 90In 100 in Min 1401A 160 In �L0,1Lt p 11xtenp4w Tlep7Meg. Reclerpdar TraprTdeng. Reofmgdm TWTdao9. fladenodor Tlap7Meng. Rscttngdm TrelwTdong. Rectaryater 17apriNan9. Reotangdar Tmpt0lap. Reetarprder 7laptTdatdt. ltaclmgtdar uayTdmD y�q 1"x3.720"x L024V Loading LoaMO Loading Leodrg Losft LoadnD Loaft Cawing Loadt.9 Loading 111.6aft Loading 1.0.&0 Loading Loading Loado9 Lasdn9 Q� O .600"Alum r Tube Mull Till1ii r NT "1 � � o �cn 42in 110.0 820 170.0 435 170.0 744 170,0 478 170.01 888 170.0 We 170,0 002 170.0 S19 1170.0 iff0 MO 521 170.0 1240 00.0 521 170.0 M86 170.0 521 170.0 1735 170.0 521 154,4 1602 170.0 521 W 48 In LTOA 708 170.0Tnstsoi 850 570,0 604 1780 982 170.0 830 570.0 1133 170,0 $81 170.0 7275 i784 677 170,0 1417 170.0 880 157.7 1577 17&0 080 190.1 1577 170.0 680 1102 1577 570.0 860 3i 03 SOA25M 170.0 747 570.0 808 170.0 671 1700 1048 170.0 884 170.0 1105 170.0 723 1788 1345 170.0 741 170.0 1484 170.0 150 14.7 1495 170.0 750 i21.5 1495 1-10.0 758 108.3 1495 170.0 756 LU a ro" 03 5441 570,0 797 170.0 856 570.0 Sgt 170.0 7118 17&0 754 170.0 5275 170.0 803 188.! 1401 170.0 037 149.6 1401 1780 858 124,6 1401 170.0 001 106.8 1401 1780 881 03A t401 170,0 881 co O h QOM 170.0 806 170.0 1063 170,0 797 158.5 1150 170.0 878 138,7 tl08 t87A 028 123.3 1550 568.6 917 TITS 1168 149.7 810 02.6 1150 144.5 003 70.3 1156 14.5 083 CIA 1150 14.5 003 83122 170.0 830 170.0 5019 170.0 850 437.0 1048 555,5 880 110.a 1049 141.7 048 100,5 1049 132.0 838 95.9 3049 125.5 825 72.0 1048 it" 820 88.6 1049 118.9 819 69.9 1049 1189 810 c/) a as in leas 955 170.0 788 130.0 e55 15.3 804 110.1 855 133.7 786 104.2 955 121.4 716 92.0 255 112.6 766 63A 055 10&4 757 89.6 956 09.0 740 50.0 855 08.1 740 62,1 955 08.1 748 Z W &S J 7254 12&5 007 134.0 897 107.0 803 414.8 Q82 94.0 803 101.1 670 80,3 803 81.2 Q69 Tt.< 003 83.9 849 42 603 78.6 042 53.5 603 122 832 45.11 803 02.8 028 481 Baa 69.7 627 TO In 109.2 721 114.1 620 01.0 721 97.0 010 76.0 721 89.1 805 68.3 721 78.5 595 6&T 721 70.1 as 6.Q 721 05.4 579 45.6 721 54,4 689 39.0 721 $0.6 564 34.1 721 50.1 883 c� Q j t t 7a LS S4l.0 84 10&4 798 64.2 84 d94 587 722 884 784 670 63.1 964 70.4 507 58.5 684 644 556 COS 64 $0.9 651 42.1 664 54.1 541 $0.1 854 55.3 536 34.8 884 50.0 534 !-• � Q N � QO In 85,0 614 810 458 $4.8 ON 57,3 448 47.8 614 58.0 40 4.1 514 44.8 {33 39,5 514 40.5 427 320 614 37.3 421 27A 514 330 412 23.5 614 30.4 408 20.6 514 IMAM Q tc7 o 06 In 54,2 452 SS.7 404 45.2 452 47.0 SpA 3&7 452 40.9 390 339 452 38.4 364 30.1 452 32,0 378 27.1 452 30.3 373 226 452 20,8 US 19.4 452 242 3% We 452 � f~A N 10th 38.1 357 30.9 322 SfX 357 32.7 3!7 272 357 284 312 �2ftg 94a 21.1 357 72.7 303 10.0 357 204 299 15.8 357 10.0 1-203 13.6 357 18,2 287 13.0 337 LU NH fit N 35,1 336 35,a 308 20.2 330 30.1 304 25.0 338 28.t 208 282 19.5 330 2(L8 280 !7S 338 19.0 284 M0 398 18.5 278 12.5 338 14.8 275 51.0 338 rj28.2 283 23.1 289 23.7 259 19,6 288 20.5 236 252 i5A 289 18,9 249 13.8 289 14.0 248 11.8 280 128 240 0.9 288 SIA 230 8.7 289 (,) x q TABLE 5$ ANCHOR CAPACITY ADJUSTMENT FORMULA: Z$(y AnchorCa aG Tibia Me) ANCHOR CAP.,,,,,,,,, Su7aU31e 27K temxRld, 3vkf:cee, "cowUAU 1''Oed CMU PTwo& Mdd (DP,„)X� }=ANCHOR CAP.- AnchOrCllp Paibma ^^1^"T 818'Exo 114"89 Ekc Iris•Eko Vd'SS Elco 918 SIed 852 sw M2 S1ee1 MULO LIN 9/1PE1co Ullracan yr EkoUlrxon UN 5118' yr Ekourtracon AVeGata UBrecon AggRGdor Scrm(GS)scrOn(65) StWO(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgoanence din) r 2-VZ 5' 2'Vr 35re• r 2-vz i- 2-vr r 3a B' z 0.49• &6a• 0a24' CAPACiTY REQUIRED'CORRESPONDING TO AN Em'ml n taro• fair 1ar4• far4• r 1 1•v4' 1-114• 1-im 5-vr 1.1rr 1.11 r tae• lave• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclnra @ a7s Min o c./sfarpan a Dass CBp 4fljai k mom 390 ms aw ms eea W 1641M votes 260911 364 Jos 7401ta 911 ws ss4 rot sIs as 351 ms aa2 to 54#3 B:a OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ara"491.15•Min 0.0,t 51miWN(a Oflseep00p 010 2) q80 ma Tao Ro NIA WA NIA IIrA 380 A3 WA WA WA WA WA M2os e85 to n2a las CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arxlnrs'1�3•MM.O.C./T7) .-rot C10)1(I'D 3) 700 IN 70D 98 180 R» 15Mst IM60s 540 ba 550 Qe NIA 760 tta 748 it's ego 8x IBQ2 Po4 66205 665 an 1120M MULLION.IT WILL YIELD A MINIMUM ANCHOR 3A1xMn®0.15'M41.O.C,/U-0p,tn[o,128'Ahrn ft 4j N/A IUA NiA WA NM NIA WA N/A WA NIA VA WA N/A WA W731Ca CAPACITY WHICH MAY BE USED TO QUALIFY SArctccr FCOp(nD5) 10503 'WOW, 2259,, 4610a tlz2w 136®5 140 Ra 122 Ms 3Totm 16710s alz as oars Sroms 221 ft 260 Its ADDITIONAL ANCHOR OPTIONS FROM THE 2.022112255,431,16'Mtn 0.01 F-0 (ft. RdOIDS 95Dm5 IRA WA N/A NIA 1900, NtA r9A NIA WA WA 34103 4421st E601m ANCHOR CAPACiTYTABLE. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCP REVISED as complying with the Fto" fluildFIG RE 1: FIGURE 2.1 F1,000•-1 Aceepi�aucol4o(!,p$Z)8.03 TABLE NOTES- E iration 03to �$( • , • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MI DodaP4oOOU'C \1N 11111)71 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.125' �Z ''cels,. •.F9 . _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEET321-23• ! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, �.; N�,50705 ANGLE CLIP MUST BE USED IN PAIRS. ,app• _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 341 SPECIFICATIONS.HOLLOW AND GROUT-FILLED Q L}_ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �n 1�' FIGURE d: FIGURE 5: FIGURE 5: ( _ 1 ,,U Y. I,V YELLOW SOUTHERN PINE WITH AN SG QE 0.55,ALUMINUM S!{AU.BE 0083-76AND BEA MINIMUM OF.125" :" 8t�tE F ,y • �� LEAST STEEL STUDS TO BE A L MINIMUM GRADE 33 AND.045"THICK 10 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 3.126'X.5'MULLION • . LEAST.125'THICK AND A30.ALL ANCHORS 1070 METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND i � '• L(3RN''�`� • ) (1•VF MULLION) ' "tom fes'•G THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A.rLYWIMLLER,P.E. FL P.E.#68705 TABLE 6A Muition Ca 6o Table(tbele a 1R Opening Width(for veMca9yspalWngmWons)orOpening Haight(for horizontally-sporrirlgmtNions) G G! 60 in spin 70 in 00 in 00 In 10013 i20N 14011, fee to 9.Mullionp Rxtangdar Trapt01an0, Re4snandar TraptfdVit, lopfffan9. Recton9ulor Tro(JTdan9• Ram4n9114 TmpfMang. Reltnn9alar TraprTHalgi. Rsaten9uier TmpRdaa9, R«tan9oiar Ttap7darq. _ 4 111411.125 tnadNa Wadn9 Loadng loadNo Loft Lowing Logdng Loadno Loedino lmdn0 Lsnd39 Loedno Loaft Loadao t.&g Loading Lalr2no - Ldadn9 PY 0I1 Alum.Tuba , �i '� u s.., Ee QgM 42N 170.0 820 i70.0 435 178.0 744 170.0 416 170.0 080 f740 b08 170.0 082 170.0 579 170,0 1118 (70.0 621 178.0 1240 HOA 021 170.0 1400 1740 621 146.8 1489 770.0 b21 127.8 1489 470.0 521 40N 170.0 706 170.0 624 170.11 850 170.0 604 170.tl 992 170.0 630 170.0 if33 ti0,9 Bst ie 1275 170.0 077 750,3 1383 170,0 600 138.3 (303 H0.0 680 174.7 1303 170.0 640 07.7 t3W 170.0 880 "r 50426 N 170,0 747 1740 563 170.0 1 698 1 1740 631 17000 100 1170,0 864 170.0 1195 1170,01 723 158.1 1235 170.0 741 140.5 1235 170.0 756 117.1 1235 170.0 766 100.41 1230 110.0 750 874 1235 170.01 750 Ulm 176.0 797 1700 872 170.0 958 170,0 891 170.0 1116 170.0 764 154.1 1780 170.0 803 137.2 1150 170.0 037 1216 1158 170,0 858 ID29 1168 110.0 861 882 1166 170.0 eat 11.2 1108 170A 801 - m M 0010 170.0 060 170,0 701 160.7 1642 170.0 797 142.9 1042 161.1 632 120.1 10(2 He.? 815 111.2 1042 1346 Set 108,0 1842 1302 791 834 1042 125.1 782 71.6 1042 12Ai 702 624 7042 126,1 762 r0 -03 63 in (70.0 930 1700 746 151.2 092 163.6 010 120.6 992 IIIA 709 113.4 992 131.0 762 1008 992 121.4 760 80.7 992 174.0 755 154 992 INA 740 64.8 992 100.0 744 68.7 992 106.0 744 66 In 185,4 047 170.0 709 737.8 947 Hb,O 789 118,1 847 130.3 766 iO3A 847 117.7 752 91.9 947 105.7 738 627 947 1022 727 60.9 041 05.1 713 59,1 947 94.0 711 51.7 947 94,0 lit Z m 72N 135.9 6{9 ii27 7J7 113.2 649 121.6 722 07.0 Big 106.9 708 849 049 98,4 898 75.5 849 09,7 086 87,9 SO 02.7 BT5 60.0 049 76.3 650 4a.6 649 726 652 425 849 72.4 654 � t() � 70 N 176.6 762 120.7 685 98.3 762 1020 652 02,6 702 90.0 640 722 702 60.4 629 64,2 762 742 820 57.8 762 692 613 48,1 762 826 602 414 762 69.9 697 38.1 702 69,4 695 J (Al❑ Z TB h 1089 724 114A 634 89.0 M4 049 021 76.3 724 829 600 88.0 724 74.4 599 60.4 724 68.1 691 63.4 724 03,4 603 44.6 724 67.3 673 362 724 64.3 607 33.4 724 03,5 665 d BON 084 043 71.9 483 58.0 513 60.7 474 49.7 643 624 468 43.6 613 47.1 456 396 643 428 452 34.0 643 39b 446 29.0 043 34,0 430 24.0 SO 32.1 430 21.7 60 30,7 426 � O 96h 51.3 470 00.9 427 47,6 476 i9.7 4te 40.9 i78 432 412 36.6 478 36,6 ;06 N,6 478 34,6 400 2AT 476 32.0 305 23A 478 28.1 306 20.5 478 25.8 300 179 476 24,2 378 N.'9gz d0 10014 40.3 377 41.1 341 33.5 377 '51,8 335 28.6 377 30.0 330 252 371 26.0 325 224 377 24.0 321 20.1 377 22.0 317 16.0 377 199 310 44.4 377 17,1 304 r 0+ X titin 37.1 357 37.6 323 30.8 JbT 31.8 3iB 28.6 367 27.8 J13 232 3571244 309 20.6 307 22.0 305 18.5 357 26.1 301 i5A 357 t7A 284 Y t20N 20.3 300 28.6 2lD 24,6 308 20.1 271 214 306 21.7 270 143 308 102 287 16.3 1 306 17.3 263 U 7{ Q 1Hin 17.0 212 17.2 196 r TABLE 6B n s»0 ANCHOR CAPACITY ADJUSTMENT FORMULA: it m� Aneh.Sk o a61 Tabte be ANCHOR CAP.,,,,.,,,, BWetnle: 2.7kCoromlo 3.5k(knc. NoOpvCMu F9tedCMU PT wood McNi (0P,9)X{ )=ANCHOR CAP.,,, d}B•Eko 1/4.88 Eke 011a"EI. IrrSSEko atos"'i #12 Steel 9129104 MULLION CAP.,;,,,,,, MahOrCgpPaham6 Anoharrype: 3/i8'EkaOitmcan tfrElctrtNaeceo Oilman 3118`EkOtnbaaon 174•EkaUttraco3 A00re0akr Wmeon AegreOator Cwew(O5)Scamp$) Sarew(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR Edon Dslsnoe on): 1' 2.1Ir i• 2-1/r 3.178• 1• 2.112' 1• 2.12' 2' 3.178' r 0.46• O.w• O.32a• CAPACITY REQUIRED,CORRESPONDING TO AN Embedment NS: 1.314' taro' 1.3(4' Carr r 1•vr 1•vr f-vr i-tic 1•U4• te7r r 1116' 1116' vedtn ACTUAL PRESSURE REQUIREMENT FOR THE 2 Aaohwe®4.7b'MN.O.C.18tmderd or 06set C9p lFq-182} 3901m 3909' 450 Ma 8901 10446w 270 Poo 2601ba 354fbs 740W 314 ft 664 ft,$ Weft 341 fie 4421bs 560 ft OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMOM U 225'MN.O,C.J 6tmdad(or00sen C6p IN.3): 'fee 91, 100 1b. 560 M U10ft 952 8» WA Waft WA 630161 WA 6601bs WA 692!� 005 me 1120 Pot CAPACITY(FROM THE TABLE)OF THE SELECTED O AnchorsQ 1.15'Min.O.O.f Otandaid(or014c1)C{p(FVo,4). O00@a 1400Ibs WA NIA WA WA 7801bs WA WA WA WA WA f3#3 Ins 1770 ms 2240 The MULLION.IT WILL YIELD A MINIMUM ANCHOR 4.430113 gl 3•MiO O,C.!(2y 7x5Argk Ctip!rrffq.6): 7600m 766 Ns 600@1 1500 The i098 @e Was 596W WA 76oibs 148fls 800 ibs 1992 ms 88z 119 685161 7120Na CAPACITY WHICH MAY BE USED TO QUALIFY O Anaigm�J'M1n O,C.!(2)2e5AnDie Cape l(Fq.B) War- 11701be 1020 Re 23401to 2644 Ns 810 Chs 040751 WA 1140ao 1122W 1320 ft 2838 ft 1022M 112711v 1(AO ib. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ar4hpe Q0.{5'MN.Vu.JU42ip,lnio.125'Atum.(Fq.7k WA WA WA WA WA WA WA WA WA NIA WA WA WA N!A 1430151 ANCHOR CAPACITY TABLE. pRODUCTREVISEU 2 Anclwts 0225'Min,0.01 F42iD qek 35o one 350@6 290Na 705 ans 47af5s WA 280Ibc WA 315M4 NIA 440 Ns WA 341@1 4421Ds 5601M PRascODUCTREVISbo Floti�l 4 AWN,. 1,15'MN.0.01 F47p IRF 9): 48616s 700W WA WA WA WA 300 t5a WA WA WA NIA WA 002 IDs 88910s 1120 VSs BuildingCade NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' ''+-• Acne mite 1(o•'621 S•0 3 Pal)ration Dais wou TABLE NOTES: BY FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURER: FIGURE 9; Miemi Fro L�Of[et ♦ • • • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE t t 7 t 71 SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. w ��;' tt(%EI4gF :F`p r'•' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' •,'•;;• p)O 50.705 TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123.FIGURES SHOW FIGURE 5: FIGURE 0: FIGURE 7: SUGGESTED.APPROXIMATE HOLE LOCATIONS. 13'1 s • • • SUBSTRATES:CONCRETE SHALL CONFORM TO 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED SiA7C N LV C ;., • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOO AASTM C-00.WOOD SHALL I IMUM OF.125' HICK.YELLOW ••,.......17i'.•',�`��. . SOUTHERN PINE WITH ANSGOFO,55.ALUMWUMSHALL OE5083-75 AND BEAMINIMUM OF.125'THICK.STEEL L .-.-t.. r�CiS.,-•-•••-•'• r ( ) ANDA30.ALL AN TO BEA ICHORS INTO METAL NIMUM GRADE 33 SHA�L EXTEIND CK AT LEAST 8 CREW THREADS BEYOND TF(E MATER)AL.10.STRUCTURAL STEEL TO BEAT LEAST.125" 1&K ,11171��7,}i%N ANGLE CLIP FIGURES 5&0 MUST BE USED IN PAIRS. 1 J�)I 012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1•X 4.1(.125' A.LYNN MILLER,P.E. MULL1oN FL P.E,#58705 TABLE 7A Mugton Ca alai Table(baAt2 2t+ OpeningWldth(forvanicat-spanmi mt.Pons)orOponingHotght(forhodmntaW-$p$mingmthom) Q + 601. BON 701. _ don nin 10Dn 1 12014 1 1401n 1601. 1%4x,376 Qp��PnD' R°ctmQdor hop71t1an0• Reot°"DtOet DapTtlw8. Rectnn9u9or TrawounD. Reatengu(or Tree dan9, Reclen9ular wyliwo. linta'Aw Ti padenD. Rada goo Ttapr7Aup. Rulvgdu TropMang, p Alum.Tube Load.9 Loadrp Loodng Laaono LOedng Loedn9 Loafing I.., L0,8&9 La4dno -Loodng L-4.0 Loafing Loadn9 Ludno Loar00 Laadng Lwda T11 , uMullion 1 1w i Im � 1111 g11 21, 4 '111 1 g 11. Z 9 IL 42n 170.0 810 170.0 436 110.0 744 110.0 478 170.0 868 I= 606 '170.0 on 170,0 MO 170,0 $11011-10-01$21 170.0 1240 170.0 421 170.0 1488 7740 521 170.0 1734 170.0 $21 170,0 1983 170.0 521 O I'll 170.0 TOD 170,0 624 170.0 650 178.0 661 170.0 992 1704 630 170.0 11331414 661 770.0 1276 170.0 677 170,0 1417 170,0 600 170.0 1700 170.0 880 170.0 1883 170.0 6110 151,8 2024 170.0 656 j uj Z 80.4211. 170.0 747 170.0 683 470.0 496 1704 831 170.0 1046 170.0 668 170.0 In$ 723 1700 1:45 170.0 747 170,0 1494 170.4 756 170.0 1703 170.0 766 168.0 tot9 170.0 756 136.8 1918 170.0 766 a W 5414 170.0 707 /70,p 612 770.0 058 170.0 691 170.0 1110 170.0 764 170.0 1276 603 170,0 1434 4704 637 170.0 1594 170.0 058 159.9 flag 170A a61 137.1 1790 170,0 Bel 120.0 1799 170.0 681 m q 601. 170.0 805 170.0 701 TT0.0 1063 170.0 707 170,0 1240 1704 470 170.0 tU7 81117pA 1684 170.0 890 t5S,6 tot9 17-0 1033 128.8 1619 1740 1083 41L0 111% 170.0 1003 97.2 1619 170.0 1063 � � J831. 170.0 030 1704 745 17QA 1118 1700 650 fl0A 1302 110.0 910 170.0 d08 1016 165.1 1642 110.0 1076 141.0 1542 170.0 1122 117.0 1542 t685 If% 100.1 1542 i6T.8 1157 $$.1 1542 167.0 11676610 570.0 07; 1704 769 170.0 1159 170.0 903 170.0 1364 179.0 1p02 160.6 1472 1088 142,9 1472 100.4 1148 120.8 1472 IWII 1130 107.1 1472 147.6 1100 914 1472 140.0 1104 60.3 1472 U6,0 11047210 170.0 1063 1704 676 170.0 1276 578,0 iW9 1604 1310 186.2 iiot 132.0 1320 1082 117.3 1320 137.8 1088 t03.8 1320 128.8 1049 66.0 1320 117.0 1024 MA 1020 112.0 1013 68.0 '320 112.5 1012 LU 10 1700 Y122 170,0 937 149,8 1184 1694 10(3 126,2 ife4 738,8 apo 1122 1164 976 88.7 7184 115.3 884 89,01181107.5 052 14.6 IIS4 974 835 64.1 1104 93.1 027 59.1 1184 82.3 921 2 7eln 1118,1 1124 1704 987 1364 1174 147.0 98$ 116.81124 120.0 847 103.0 1124 831 92.3 1124 105.8 816 63.0 1124 06.6 We 892 1124 00,0 890 $0.3 1124 W.3 681 51,0 1124 83.2 8769010 1081 $44 111.5 760 9tl.1 844 94.3 730 71.2 844 62,1 724 67.8 644 712 60.1 $44 68.6 702 64,0 844 0tA 693 454 844 54.2 678 384 6" $0.0 688 13.5 074 47.7 662 ZN10 09.1 742 91.5 683 T4.2 742 77.2 652 63.0 742 87.2 641 65,7 742 631 49.6 742 64.1 A221 2 49,6 614 87,1 747 438 800 31.6 742 39.6 494 27.6 742 37.5 584 F- 3 O 1081. $T.8 588 834 630 62.1 566 W,0 $21 44.7 $89 40.6 513 39.1 588 605 34.6 648 373 6 34.2 492 26.1 880 28.8 461 22.3 Sa8 264 472 10,5 546 24.7 488 pj h a r111 n 57.6 6SS 58$ 503 480 $55 40,6 495 41.2 618 424 467 38,0 G55 480 12.0 665 34.2 5 31.3 487 24.0 655 27.1 457 204 655 24.3 448 19.0 555 22.4 442 x i20n 45.6 Ila 48.4 433 36,0 475 34.0 428 326 475 337 120 28.6 414 263 476 288 5 ?A.5 404 19.0 476 21.1 395 16,3 476 187 387 14.3 475 17.2 341 CO 144. 26.4 330 28,7 305 22.0 330 224 301 18.0 330 19.3 297 16.6 330 174 I 293 t.3 x <, 0 a TABLE 76 D L m8 ANCHOR CAPACITY ADJUSTMENT FORMULA: �'� AnahorCa aei Tabt9 fibs) a m� Renate: 2Jk Carcrels 3.5k Cone. Ikaow u tides CMu PT w Metal (DP,,,)X f ANCHOR CAP.,,*,,,,,, =ANCHORCAP._ & 1`16•Eko 174'$8 Eko 5118'Elrp 1/P 88 Eko YID&reel 412 41441 412 eted \1 MULLION CAP.,,„,,,,,,,, RnOherCgpPaitem• Archy type 3116 EkaUlbacon 14 EioaUara<an l$x"an 3t0'EkoUboCon 1d'Ek.Uttreoon ApQlo0ata7 UI... ADpreOator 3erew(05)$orew(W) Scrow(W) USE THIS FORMULA TO OBTAIN THE*ANCHOR Ed8o 17iAtencatink f• 2-t!r t• 2-1rC 34/9' 1• 2-172' T• 2.112' r 3.vr r 0.48' o.si• 0,374• CAPACITY REQUIRED'CORRESPONDING TO AN Embed»ml(n: taro' talo• 144• 1.34• r 1.14' 1.14• 1.174• t•tr4• 144^ 1414' r tare' 1-3w wdeA ACTUAL PRESSURE REQUIREMENT FOR THE 2AAwe Q4 5-M 6,C,7Stendada6$Ael Clip(Ftp.1627 3801as 398 roA Oso'I 080 roe 1044 ks 278144 2801bA 354 rN 740fbi 374 iw 081lbs 648t• 341 IDA 442(b. 6WIU OPENING,WHEN 1T IS LOWER THAN THE MULLION t AneOaA qo 225'Min.O,G i ataMad(or 06x1)Cup(Fig.3): 700 roe 708 ks Geo ft 11ID IW 952 as WA Seg I WA WOR. WA 0801b. WA 662 ibs 605 ne t 120 5 a CAPACITY(FROM THE TABLE)OF THE SELECTED $nnalnm®L15'Mn.o.a/ammerd(w0h0BCII (FIp.4Y 96068 1400169 WA WA WA -WA 760I WA WA WA WA WA 1383 Ms 1T7oks 2240fbo MULLION.IT WILL YIELD A MINIMUM ANCHOR t Anohws 4o 3•tAn.D,C.!R1 2x5 Mole CUP/(Fla.5): Igo ibs 790 fes 600 N9 168016- IBM roo 64D Lbs 560 ibA WA 760 ft 740 ft 08ofaa 1092 IN 652M 081IDs 1420 wa CAPACITY WHICH MAY BE USED TO QUALIFY BAraOaA®3•A9n.O.C.!(1)2a5Anpb CUPS/f o.% 70aft 17 lbs 1020101 2340 Lbs 20441 810 kA 0401bs WA 114016. 1122 t0a 13201bo 2B3$Ms 1022 ns 1327 tbs towlf. ADDITIONAL ANCHOR OPTIONS FROM THE i Nc6oroF310.45•Mn,0,6,/Ut Ip.into.TRY AIum.(Flp.71 WA WA KWA WA WA WA WA WA WA WA WA WA WA N/A 1430lba ANCHOR CAPACITY TABLE 2AnchM 0235'Mn.0.67 F431p(Fq.BY 360 rho 35008 03 tbs 47024 WA 280 lbs WA 315 bA WA 498IDs WA 3/!94 4421- lS69lbs MtODUCTRSV(S6D 4 ArwaaE�LSS'Mn.O.Ct F42 p'ip,9i: 460tH 706154WA WA N/A 38p Lbs WA WA WR WA WA 682 Ms OASlhs 1120 bA a4 mmplYiv$1v17h Yw Fi0lid• NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND RNCIiOR VALUESAS THE STANDARD CLiP 8utidng Credo - 1.062• t' `! 1.000' k- Aw Baptan�onw{6^o218242! piftd D4tp TABLE NOTES: B FIGURE 1: FIGURE 2; FIGURE 3: FIGURE 4; FIGURE 8: FIGURE 9; 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 8ti m'Dado ltoduct • • • • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, t 1 t 11 III". 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLF- �`�\�\(v,YPlh Z.•' • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ti :. �1GE 1Sf; 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 SNOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. FIGURE 6: FIGURE 6: FIGURE 7: • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND Y_`'. Q• t tb /(/ • • • • GROUT-FILLED CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ^} 7 Tr TE. 8063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' ,376' .375" ' "�C` •rLU_R_it?S`..'.,C'! ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS - t( ��: S;'• •• .y.. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1 X 4'X-3761`` 1'X 4•X.37T fJi )1 MILLI- P. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. '1'-MULLION MULLION A.L4'NNrMlLL' ,P.E• FL P.E.#$8705 TABLE BA Mullion Capoolty Pablo Ibe1R1 OponingW1111h(MorvarlIcalysparW#V m769ons)orOponingHotght(for hodzordaly-9parcdngmtho-I 4'd�� 5010 60in 7010 8o 1n AO In 100in 12010 140N 1$0M o.' 1.28"X RaUadog Trepf7rbng. AeMawir 77ap-M-191 Rada War 7mprttlarg.[139.0 angaw P7owilmg, ftetw Oar ASAIVAM R.d"VAor IrWTdwg. ReclanoW 'RWTden9. Reclan(lafor Trl ng. RadwIgWer t( 3.108"R 1'Q° laas" Lo0ag Loading losono LoaAng00 Laadag foamg Loodmg Loadrg Lwdng Laadnp ..g toadmg Loafing Loaang Lang 9y0: .TubAlum g d M1 _ _ _ _ l' _ �'� 77�ii o. Tube Mull � �. � �. �� LO 4210 170.0 620 00.D 435 17!.0 744 170.0 478 170.0 959 170.0 5% 992 170.0 8f8 170.0 HIS 170.0 621 110.0 1240 179,0 621 170.0 1486 170.0 621 170,0 1735 170.0 521 161.8 1769 170.0 621 (,{) 48 In 170.0 706 170.0 674 170.0 650 170.0 664 1TOA 902 170.0 670 11w 470.0 601 170.0 1276 170.0 877 170.0 1417 170.0 660 154A 1548 110.0 680 132.7 1544 179.9 680 116.1 1549 170.0 560 1» 170.0 747 170.0 863 l70.0 890 S79A 871 170.0 1948 170.0 684 1105 470.0 723 170.0 1345 170.0 747 IVA 1468 170.0 750 130.2 1486 170.0 756 119.3 1400 170.0 768 104A IWO 170,0 758 di in 70.0 787 170.0 612 178,0 gib 170.0 891 170.0 iH8 t70.0 Im 1275 170.0 803 183.1 1379 170.0 837 1488 1370 IVA 8% 122.3 1370 170.0 901 104.4 1376 170.0 961 1.7 137e 0.0 601 � � p 8010 170.0 085 170.0 701 170.0 1083 170.0 7W IWO 1163 170.0 578 tt58 187.4 870 12J0 1168 158.6 919 itt.2 INS 150.0 912 02.7 1156 144.0 905 784 fI56 1448 805 58 144.8ITitD871- 170.0 MD 170.0 745 1601 1051 1700 680 137.2 1051 1558 802 1051 i4ZO 810 108.7 1051 132.3 837 96,1 1051 125.7 030 50,1 1051 119.8 822 68.6 1651 119.1 621 90.0 1051 N0.1 021 d j win 197.1 857 170.0 769 139.3 957 151.9 305 519.4 057 134A 790 1Q4,4 987 121.6 M 02.8 957 112.8 767 93.6 057 106.6 750 69.6 987 100.0 750 59.7 057 98.9 749 52.2 057 98.9 749 J z' z 72M 139.7 801 1352 998 i67,3 801 116.2 801 01.9 801 101.3 971 wA 604 91.4 650 71.6 801 84.1 850 9+1.4 601 78,0 843 83.6 804 72.3 033 46.0 801 69,9 020 402 604 69,8 629 tE�ii 761n 1094 722 114.4 930 912 722 97.2 016 70.2 722 658 000 68A 722 76.7 Egg 60,0 722 70,3 880 54.T 722 65.5 580 45,6 772 69.3 570 38,1 722 09.7 885 34.2 722 50.2 564 O � cl Z F a' .T 78N 1012 896 105.6 990 848 905 8DA 588 723 886 79.8 677 63.3 086 70,6 660 80,2 685 04.5 600 60.8 890 80.1 657 122 097 84.J 543 382 801 8i.i 837 31.8 685 w.7 838 h N z- Y Win 95A df5 990 457 80.0 815 596 4;9 47.1 6S5 Sq,i 441 412- 615 44,7 434 36.8 618 40.6 428 no $15 37.4 4222 27.5 815 311 413 215 515 303 407 20.6 515 20.1 404 Z X 8810 64.3 463 55.6 401 453 463 47.1 397 33.9 433 Oto 391 37.8 453 30.1 385 302 453 33.0 379 27.2 463 30.4 374 228 451 26.9 360 10,4 45J 24.3 Seo l7.0 463 22.9 380 F 1'o..Z 0G o co s0 o '' 106 M 38.1 358 39.0 323 31.0 358 32.8 318 27.2 358 28A 313 2)A J58 252 308 21.2 356 22.7 304 19.1 358 20,8 3w 15.9 359 18.0 283 m� 111 N 35.1 336 38.8 306 20.3 Sag 30,1 301 25.1 136 29.1 297 329 378 232 203 18.6 316 2q.8 288 17.0 339 ID.1 2@5 X N 120 In 27.6 290 20.3 254 23.2 290 23.8 260 /DA 190 208 26 Q,0 17.4 290 182 253 15.4 196 15.4 249 OfN Q O O 144M 10,1 201 10.3 168 r UJ N TABLE 813Q Z ANCHOR CAPACITY ADJUSTMENT FORMULA:'' €0 An0h9%Ce ea Table Ibd sutebain z714coma5e 35xCanC. NatolcMu I FleeacMu PTwom I Metal (OPW,)XCAP. { }=ANCHOR CAP.,,, NSC 6c8 V4•SS Elco Nth'E"to 114•SSElco 9to Sle" 9128lee1 912 sled AneaorC4tp Pat A^Lh° 31iC Ht°�m`m v4•F-kouuacon U92con 3I1Cpco tAliacm urF-ko 0¢racon A�eOaor U@mton AMMGalor St"(05 8c(egrA st.0m y USE THIS FORMULA TO OBTAIN THE*ANCHOR Eego01118.a#ro r 20/2' 1• 2-112! alre• 1' 2-117 1• 2-v2' 2 3181 .7 0.48' 0.52 0.32r CAPACITY REQUIREO'CORRESPONDING TO AN Em6edn5n! n tl01C !3/d• 144, 2" 1.14' 1-thr 1-1/4' INT 1.14• i.vc T 1.18• www rates ACTUAL PRESSURE REQUIREMENT FOR THE 1.0011%049477 Wn 0.¢lSWraaN aO18e1 C9p(.0917 3w ft agol7e 4.0M @gage fe441's wom9 2w 1bs 1's 749m& W4 66493 9466% 341 ms 44233 6w as OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arclan 1.15"MN D.G 131t9afar9(n oree0 COP(Flg 27 4801'3 700pa N/A WA N/A 300105 N/A WA N/A WA WA 682705 8859% 112026 CAPACITY(FRAM THE TABLE)OF THE SELECTED AArctas493"MN.O.C./{7j 275 AfgbCl�s!(Flg.07 7001M 7w fim 6wro3 S,1' 89623. 6101'3 69725 WA 7601b5 745 ms Dmits 1902 Its 68210 8650% 11296% MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcron�0.4YMM O.C.IU4:np.Inlo.127 Alva fl9.47 NIA WA N/A WA 141A N/A WA N/A WA WA WA WA NIA WA W9a tb9 CAPACITY WHICH MAY BE USED TO QUALIFY Milk 0.11 FC Op g 196409 1968% 725 m9 445103 022 is 135lbs 146Ibs 177ros 370ibs 187 ib9 332fm 339% i7oltn 22106 2@(i ms ADDITIONAL ANCHOR OPTIONS FROM THE 2AMhon 401.16'1 Min O.CJ F•C 6 TAO m3 3600% NIA WA NM WA 190 8A IVA WA N/A WA Wh 3if 65 1-442 to 560 ea ANCHOR CAPACITY TABLE. {+14DDUCt'RF,YlSED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND AN VALUES AS THE STANDARD CLIP, as complying with"PI0itlha FIGURE I: FIGURE2: Building CW tea-'62(6.03 TABLE NOTES.• Acce h-1.260-•1 Acapimfco No A` _ Ax irN!on 13318 (,VZI 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mimni do Product til tiil(7 FIGURE3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABL((3.111- IN \���\SON, ANGLE t•FN,9� F �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE < t? CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2 _ NU,58705 P 61 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW ANDfE 6: _GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TQ ASTM 690.WOOD SHALLtriBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083T5AND BEA MINIMUM OF.125"THICK S7EEL..S7UDS TO BEA MINIMUM GRADE 33 AND ''0� '>045•THICK(18GAUGE).STRUCTURAL STEEL TO BEATLEAST.I2S'THICKANDA36.ALL 'X3.18WX.265•MULLIONANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL. (7.114•VF MULLION) ♦ " 410 6{112 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. A.ORN MItL!`�t,P.E. FL P,E.#68705 TABLE 9A Mullion Capaolty Table(lbelf? Opening Width tforvprPc9ly•eporminptnWEon3)ar0 9ntnOHslaht0bor ho7i2ontaly-epamdra mt/Hatm) y�y7t37.t0�'(a Boh bola TO In so In go In 1001n 1201n 14DIo ISO In t2 o Rectongl. Tmplydmc Racten ult Tap(rds RaalenWlu TmWldanp. Realarg,44r TlaprrdanP Rodsopubr Towdsrg. RooJoVAr Tnpridenp R4cten9utar RaI9Tdan9. RectonVid' 7mPIVIMS Rsctenoser 17epftw ���771117STST..cS# 1.25x3.26 L.09 Losehp pyres{ X.1149 Loedkg Costing 10416V Lasdm9 taaeio Loadnp Losdng Loed'Yg ladnp LoadnY L04dkg I,padnp Loadnp Loefmp loedn0 Wa04tq « J apin nab. 6� y � � ^ to MPtuoni 1 11 �. g(, qgg y$pp� �g� � 6q{ ��yyFF� mays $��y. }}fit� yyyy� yy y�g 21 11 11 42h 17AO 620 t7OA 435 1700 744 +70,0 478 170.0 No +70.0 505 170.0 092 110.0 610 170.0 1116 1700 $21 153.3 1110 170.0 521 127,1 }118 110.0 621 t69,6 %till 170.0 521 05.6 11+8 170.0 621 J W AD In 170.0 708 1700 624 170,0 650 170.0 504 167.6 676- }70.0 630 1407 078 170.0 861 INA 076 170.0 677 1#7,3 870 170,0 608 9711 978 17010 660 63.6 97e 170.0 BOO 73.3 978 1700 BOB _ _ BOMB In 570.0 T47 170.0 563 170.0 BOO 170.0 631 +607 027 170.0 084 1319 927 +60.5 706 1172 027 f60t 8911 105.6 027 366.3 626 67.0 927 160.3 695 TSA 927 -158.3 095 65.9 927 156,3. 605 -t�� rn 64 in 170.0 797 170.0 812 1646 boo 170.0 091 132.5 869 163.9 063 115.9 000 141.8 660 103.0 860 134.0 668 91.1 peg 1296 654 71,3 009 128.8 8S2 60.2 Bog 128.8 852 $7.9 869 128.8 652 LU Cf Q 60 In 143.2 Top 163,6 634 110A 746 132.3 620 10t3 748 117.9 BOB 09.6 748 101.8 599 TB.6 fee flat.* 692 71,8 740 9e,0 597 69.7 740 93.3 583 $12 746 913 593 448 748 033 653 L47 63n 123.7 871 +32.0 570 +03.1 877 113.2 BW 88,4 ell CODA 555 77.3 677 91.4 Me 08.7 877 83.2 B]D 81.9 577 B1.O 534 61.0 611 77.0 620 M.2 $71 70.7 579 347 677 707 529 W J 08 In 107.6 Bit 144.1 630 89.7 017 97,0 510 70.8 017 66.3 We 07.3 017 78.3 600 59.a 017 72.0 494 63,6 611 86.1 409 44.6 Off 64A 483 30.4 017 03.7 402 33.8 817 837 482 a 72n 82.0 ate 8ti 450 69,5 618 M.2 440 69,2 $16 06.2 432 65.9 518 58.8 425 40.1 510 54.2 410 41A 618 60.7 414 34.5 618 40.4 406 28.6 file 45A 405 249 518 450 465 Z � 78 in 70.8 ASS 717 400 $0,7 405 02,0 306 603 465 64.9 390 44.7 465 49.4 384 39.2 465 45.3 374 35,2 465 42.2 31$4 29A 485 38.3 367 151 ASS 36,5 364 22.0 465 38.2 363 @ 78 In 65.2 441 040 387 64.3 441 57,7 379 40,0 441 BOX 372 40.8 441 45A 30 38.2 441 41.6 36Q 32.0 441 30.1 358 272 441 94.8 3{Y 233 44} 33.1 3{8 204 441 327 446 J �fi SO 1, 42.{ 332 43.8 205 35.4 332 37.0 249 30.3 332 32.3 2114 20.5 332 20.9 TBD 230 332 28.1 270 21.2 332 24.1 272 11.7 532 21.3 206 151 392 iB.B 262 13.3 332 147 260 ¢ �" ems-• go in 35.0 291 35.0 280 241 291 30.3 258 16.0 101 28A 252 21.0 x81 136 248 1BA 191 21.3 241 17,6 201 70.6 241 top 201 f7,i 236 12.6 29# 15.6 232 ~ 0 O CV 108 In 24.0 230 247 208 246 230 21.1 2M 17.6 230 1S3 101 16.4 230 161 198 N III n 228 218 211 107 1" 216 10.4 1B/ 16.2 218 fee 191 14.1 210 14.9 108 (7) N 12D to 11.0 187 10.2 170 14.9 107 16.3 181 N � s z�{� TABLE 9B ANCHOR CAPACITY AOJUSTMENT FORMULA: ra An horCapeeltv Table too ANCHOR CAP,,,,,p„ 5051'ete: 2.7k Cmcmla 36k tame. H."CMU Filed t7.tU PT Wood metol (OP-)X� ",,)=ANCHOR CAP.- a__ 174'69 Ek9 5/Rr Eko 1lP88Eko 619$"" 0128he1 alt filed MULLION CAP.,,,,,,,,,@ Anchor Clip Pattern. Arohorlype: N16 ElwOnecm tr{•EkouDaaon 311VEl.Lnmc n 1r4'El;*U6mcm tQ (a USE THIS FORMULA TO OBTAIN THE ANCHOR UllmEft AOpmOotar UlDecon ApIFe({aMt Bcrex 5)$crex Sy $Drax(QST E000btsaco Cmlt }' 2-11t' r 2-IIr 3416• t' 2.111 1• 2-Ur 2• 3-118• x 0.46• 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TOM Embedment M 1.3x4• +314• 1.3(4• 1-3/4• x 1.114' 1.114• 1.114• t-1N• 1414• 1.114• x #are- s-w ,nese ACTUAL PRESSURE REGUIREME14T FOR THE 2AnclemC4.76•Mon.Q.C.t SWUM a70t JFy.t7 390 tbs 390Ip6 459Os Ns 16{4 roa 270Pos 1Bo ar 3571ba 1101ks 374164 061 roe 94816@ 341 roe 442]be we It's OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Mxb1.15'Mn.Q.C./Steadied(W Whoa pip(Fig.2k 400 Da Too Die WA WA NIA NIA 380 @s WA NIA WA WA WA 082 805184 71209q CAPACITY(FROM THE TABLE)OF THE SELECTED ms 43 4 Andws@ 3•A9n.MM t(2)245 An&pips I(F1p.3k 78D 9u 7e)Bee e806s 1500roa IBM r. 5400" 6W roa WA TBP 103 7491ba Boo ros 7822IW Bei As mita, Moro MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anenom®0.51•Min.0.0.1U-ao,Into,1W'AW(Fig 4): WA WA WA WA NTA WA WA WA N/A WA WA WA WA WA 960164 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amtmrr F4311LI'll.61 185 roa 196 ft 225 me 445M 012 iba 1351104 14o roa Ill roe Nolte fey[be 332 me 413 We 170 roa nfiDs zeo 9s ADDITIONAL ANCHOR OPTIONS FROM THE 2 An4hera 5,13'Mh.0.6J F41tp(Fp.B 240roe 330 Bm WA NTA NIA WA iW Os 717.9 NAA WA WA WA 341 Poe 44ZIDs 360 Ps ANGHOR CAPACITY TABLE. PRGDUCTREYISED n1 complying with Ola Ftmida Bmildng Code 16-cele" #O.� t21- ANGLE Acccptoncc NO FIGURE 1: FIGURE 2: TABLE N47ES: 0� p11aU L7]I6 • • • # • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ml do h%*ct ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. V*,, * ilI 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOROPENING WIDTHS IS ALLOWABLE. ��`\tl�LYhAJ kfjj r�i'`r FIGURE 3. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3. `��t',,•'4�GENfiN i'r ; SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS M CLIP MUST BE USED SHOWN ON SHEETS 21-23.FtGURES SHOW SUGGESTED,APFRO)OMATE HOLE LOCA710N5. "�'J NQ.58705IN PAtR5. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .1W' - , 1FIGURE4; FIGURE 5: FIGURE 5: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALt BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE )� IA I: 6063-T5 AND BEA MINIMUM OF,100`THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125'THICK AND A38.ALL 125•x 325'X.100' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL r7r ''�UPlFii ' MULLION #30&#12 ANCHORS INTO WOOD MAY BE STEEL,168 S.S.OR 410 S.S. A LftJN MILLF3E4,P,E, FL P.E.#58705 TABLE 10A MWllon wCe eolty Teblo QbeAtl) Opening Width(for dic*spo4Wngmdliom)crOpentrlgHeight(Mrho' dell"perringmulbtls) 5o in 60M 7th 8061 901n 100n IN in 140n 1601t fyb�7a O 11b E32b Raclangula Tesoltiog. Roclano. "Ond-.0 Redangu. Trayrdons RaelalpU41 Trap/r0pg. Rodenpldar T1eplfdanB• Melmgrdsr Tap1lAaig, Aeclug°Iar Trapnnang, Rod owl' Trep/idang. Rectangular Tr3p+fdV >434 E.024 toada9 toadkg Laanp Lo,eng taad'rg Loading ]..slog LOXII L°a&g tna&g Loading Loadig Itaain9 Lo3an4 Loadtg teodtp I.a6ng LaWOIg �'.x EEE Atvm.Tube T11, ,. ., ,, .. _ .. _ E_ '_ �' >;_ � $,. .g �,. s�. a �.. £ �`Md in � � uB $ � � � Asi s4�5uG$B g ' n1 5 d �B',v "I'ka ' .1 a. 3 44 as a fi �a fa �a � �a g �a �a fa �r5 �a �a ga g Ba a o 421n 170.0 620 Into 43S 170.0 744 170.0 478 110A 660 170.0 606 170.0 992 170.0 619 t70A 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 521 Into 1735 1704 621 170.0 1983 VOA EZ! 3 ILI 481. 1700 109 Into 624 170.0 850 1100 684 tWO 992 170.0 630 110.0 1133 170.0 661 1700 1275 1700 671 170A 1411 170.0 680 170.0 1100 174.0 600 169.7 119 into 600 1411.5 1979 110.0 .680 � 2 50.6n In 110.0 747 170.0 50 170,0 696 110,0 631 170.0 1046 110.0 884 110.3 1195 170,0 723 1700 1345 170.0 741 170.0 1494 1700 760 170.0 1793 110.0 766 1625 5677 Into 766 133.6 U77 170.0 766 + LU 1� 14 In 170.0 797 110.0 612 570.0 956 114.0 691 170.0 tits 170.0 7b4 170.0 7276 t70.0 603 Vile N34 170.0 037 170A 1594 170.0 856 166.4 1769 1700 061 134A 1769 170.0 861 1143 1759 170.0 861 (D M F-• 64 to 170.0 895 170..0 701 770.0 fOW 114.0 797 110.0 1740 IlO.t 818 770.0 7417 110.0 9N 161.7 1511 170.0 096 145.0 1511 ...o 1W3 120.8 1611 170,0 1163 111.1 1511 174.0 1063 90.6 1511 INA 1063 r0 J 63 In 110.0 930 174.0 746 170.0 ills 110.0 851 IIIA 13112 110.0 990 160.8 1370 1700 1016 1393 1370 1700 1076 1253 1370 164.0 Iasi 104.0 1370 155.9 SBR 39.5 1310 1559 1010 78.3 U70 .5553 1070 `,� 0. 66tH 770.0'974 p6.0 789 570.8 1164 170.0 943 155.1 1248 Into 1902 1352 1248 IM$ 1013 121.1 1248 141.1 1090 108,0 1248 139.0 DO 90.11 tI4B 130A 974 77.8 1218 119.0 976 60.1 1245 129.0 979 Z (1)g m 2 i •� 7210 167.8 1019 110.0 878 1790 1019 1502 892 t1.B 1019 1721 815 101.9 1019 119.1 860 972 1019 109.1 340 B79 1018 102.7 038 69,9 1049 91.3 en 076 69.9 iW9 912 Ott bLd 1099 9Lf 020 0 loin 142.7 931 149,1 822 118.0 941 1260 805 101.9 041 111.2 191 09.2 24t 100.4 777 79.3 981 91.7 766 TS.f 441 85,5 767 69.b 345 Tfo 741 61.9 991 74.4 737 M.5 911 73.3 736 o u Z 781. 172.0 891 137,6 123 110.0 894 1I69 767 94.3 Set 1944 153 02.6 094 91.9 740 132 891 64.1 730 66.0 694 782 721 564 894 707 707 47.1 694 67.0 101 41.3 804 66.1 698 < .3 Y �• 901. 85.9 671 01.7 596 71,6 611 740 685 61A 971 653 676 61.7 671 68.2 566 47.7 671 62.9 558 4Its 3.0 671 48.8 65I 35.0 671 43.1 639 30.7 671 39.7 b31 269 671 37.9 626 (O Q N O_ 061. 78.8 591 720 621 59,0 591 61.1 618 50.5 010 57A 509 44.3 590 47.5 602 39.3 690 43.0 494 314 590 396 463 295 690 36.7 417 26.3 690 31.6 469 22.1 690 29.9 IG Q X_'z °`0 p fMin 49.7 466 50.0 421 41A 466 428 414 35.5 466 31.1 400 31.1 466 32.9 402 27.5 465 29.7 3B6 24.9 466 21.5 391 20.7 466 215 332 ILL! 466 212 3T6 15.5 466 195 370 � In N- .e4tl�r III In 45.8 441 46.7 400 302 441 39.3 393 32.7 441 34.1 387 28.6 lit 30.2 382 26.4 441 27.2 376 22.9 441 241 3M 19.1 441 21b 363 15A 441 19.7 356 14.3 441 17.8 351 W co) `G Y 1201. 361 378 36.9 364 30.2 374 31.0 339 269 378 26A 334 22.7 378 23.7 329 20.1 37B 213 325 fOt 378 18,5 321 15.1 310 16.7 311 to Va (n 1441. 21.0 262 :1.2 242 v.6 2s2 nA 239 iso 262 t5a z3s U L O O ' 0. r �yV) to TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorColem ty Table play ANCHOR CAP.,,,,,,,, � suds121a 23kcercme 3.6kcmc. hcAW CMU FmeocMu vTwom medial (OP-)X� ,=ANCHOR CAP„ NI6'H4o v4.5SEko WG'Eko vrsCMU atostee glzslet! afzstctl MULLION CAP._,_ AnehorCllp Patterns ° 311s'Eleo u47am ur EkauBracan unrxon BHC qca U418cm 71r Eta UNecon AggeCdor U3rxm a49Ratfor Blrert(b'6)lIere (tarry Strew(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E astancet r 2-v2' r z11r aim• r 2-v7 1• 2-u2` r a47a r a.46' oar o.atr CAPACITY REgUIRED'GORRESPONDINGTOAN Fatwonml rl taw lar tar tar r 1-114" I-vr 1.174• 1-vr 1-v4• 1.3m- tag' rants ACTUAL PRESSURE REQUIREMENT FOR THE 2Amnn O47S•MIn O.C.I slardwamonetc9p 111) 306 ms 39009 4;D ms an 5044 ms 21oms 24Mtg 394109 740105 374 ws fm lr0 - B16 a0 3ff ms 442 t6 560 He OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ambers Q 1.15•MIB O.C.I StenMnl(a Dietl)Cep g AM lbs 700 to I//A WA NIA 141A 39tmo NIA WA NIA WA WA 6821M 88587. 112D MM CAPACITY(FROM THE TABLE)OF THE SELECTED 4Am1a>a1prMH.o.c.7 21sAn91aG3psr g TS1Ws 76D9a moms 156oms IBM Itm, sloes Seem WA tdtllrt 746 ms see 23 IBM ft 652 ns 885 to 1t200a MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Arctnrs®0.54'Mn.O.C./U4:1p,911o,104AAmi Ig 4) IIIA WA NIA WA NIA NIA WA IRA WA NIR WA WA NIA WA 960 Me CAPACITY WHICH MAY BE USED TO QUALIFY tArcnoTlFC75r{61g6) Sas os lost* 225 ms 445105 924W 13505 IAO m6 17103 3701M teltM 93zBa 41300 Hots 221 to 2BOIM ADDITIONAL ANCHOR OPTIONS FROM THE 2Anclnn®1.17 MIAO.C./FL'Ap 0 7A let 350 to WA WA NIA WA 19004 117.0 WA NTA WA WA 51505 4421M 660 ib3 ANCHOR CAPACITY TABLE ^RODUCr RBYISED .s complying with"FIO1id41 R�1pi�,a°dria 16-62-18"63 FIGURE 1: FIGURE 2: TABLE NOTES: t�w Ex imlion DgIt QQZ • • • • r . • 1)SEE SHEEC 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B�t�Y'"" ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mlam Dade I'm d 11111 11 IStN17h 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 3: .,�• \� ,....•• Lac i J ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.2 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, IN PAIRS, 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 307 SPECIFICATIONS.HOLLOW AND u�1 FIGURE 4• FIGURE Sc FIGURE 0: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)$HALL CONFORM TO ASTM G90.WOOD SHALL4+ } BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �l.1`•• `t TE f• • 6063TSANDBEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND :�n'`.rLOR1C7f:' `fig\•. • 045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 1.2VX3.2WX.524" "6­10 NAV, i``, • 010 81!12 ANCHORS INTO WOOD MAY BE STEEL,I&8 S.S.OR 410 S.S, MULLION A i F P.E,# E 58 05 TABLE 11A ®1P x # Mullion Capacity Table Obvite) OpenlnOiMdih(furvadfcatyspar6ngmtfiio s)4TOpsnhtg Ni)pbt(forhod20rt84y5Aanringmtdram) 60 in Gain Join 367. soh 100 in 1201n Win 160 in p 116%314 Raehngdr Traprltifng. R.O.V 5r Topfid5ng, RldenWA. Tfsptrdary. Raafngul 7npRdng. R3cua0tier TopRdang. Rulon" Traf-TA-9 Raciuquhr Tr4077rf3ng. R4dmp*' T"prid4n9� R3daa4dar TrapRriana 4 %.624 La3Sng L.WN Loft t..*g Leedbg Loadinp LoMng Loading tadurg L.adag Loading L.Wip Laadmg LaGng Ladino Wa&n9 Lon4np Loading Alum.Tube ,� F .�' „ .g �'� 'e".. ' • ., $.. €.. :c �'_ z' .� �' �.. .e �'_ •a" �' §' -s $ ;,. �' §'; •' '_ '� �'6 10 Mm6°n a � ? 3 s e€ s "sic 3e susa � �� "s eke Rei a a esa � a s@3 s€ $ $� � Rhe w V U U.. V V V V U V E G y G as gas �a -� a« o rij 4210 INA 620 170.0 435 170.0 744 170.0 470 210,0 1163 1700 606 170.01 992 110.0 SAO 170.6 1116 170.0 621 110.0 1240 iJ0,0 521 l70o t40o 110.0 S21 1700 1735 170.0 621 170.0 1983 170,01 621 _! W 487. 178.0 708 170.0 $24 /700 a5D 170.0 894 170,0 997 170-0 030 170.0 1137 110.0 661 110.0 1276 170.0 677 i7o.D 1411 110.0 .680 woo 1730 170.0 sea 170.0 1903 170.0 580 1T0.0 2261 170.0 680 s 64625 in 170.0 747 170,0 5W 1709 896 1700 531 110.0 1046 170.0 684 110.0 1195 1700 723 170.0 1345 1740 747 170.0 1494 1704 756 1700 1193 170,0 766 1740 2092 1701 756 170.0 2391 170.0 766 ,w �Q 0 64M 1740 787 118.0 612 170.0 856 170.0 891 W0.0 1118 170.0 754 110.437 f70.0 803 174.0 1131 776.0 837 170.0 1694 170.0 856 170.0 1913 170.6 661 170.0 2731 170.0 961 160.2 2103 170.0 861 m O 60 in 110.01 835 170.0 701 170.01 1063 1 1700 797 110.01210 170.0 870 170.0 1411 110.01 WA 77go 1594 170.0 99S 170.0 1771 170.0 1033 170.0 2726 170.0 1063 115.3 2t63 110.0 1063 129.0 2163 170.0 1067 H V t0 631. 170.0 970 17D.0 745 170.0 1116 170.0 960 170.0 1302 170.0 940 170.0 t48a 170.01 1015 170.0 1613 170.6 1076 170.0 1859 1700 1122 tS6,9 2060 170.0 1169 134A 2060 t100 ftlt 117.7 2060 170.0 1771 W 661. 170.0 474 170.0 169 170,0 1169 170.0 903 170.0 1364 170.0 1092 110.0 155D 170.0 1086 170,0 1763 170.0 1155 170A 1949 17011 1210 143.0 1966 170.0 1216 1228 1966 110.0 12o6 101.2 1966 170.0 1288 Z 0) 11 In 170.0 1063 114.0 979 1140 1216 170A 1009 110.0 1480 iTGo 1126 170,0 1700 170.0 1229 154.1 1134 170.0 1315 138,1 1734 169.0 1306 tt6.6 1734 lsi9 1364 "A 1734 iSGA 1352 SS.7 17311 1592 1352 c`d -j 0 7610 174.0 1122 1740 917 170.0 11345 170.0 V64,1730 5 f5s5 170.9 t640473 1 1155 1652 1285 131.1 1558 1545 7268 1179 1555 144.3 7261 903 1565 178.3 1279 602 1556 1223 1219 TI.T 1556 121.2 1216 J o G �Z 781. 170.0 1151 170,0 967 170.0 1791 170.0 9 U7T 169.3 .1 1471 132.0 1221 121.2 NTT 139.! 1204 109,! 1171 129.5 77o1 80.9 1477 116,9 1119 TT.9 1477 1100 1759 60.2 NR 1093 1130 9D In U2.0 Ilia 1460 986 1184 ilia 123.9 5 1110 107.9 1110 95.3 936 78.9 life 87.5 922 71.0 Ilia 601 410 S9,2 1110 71.3 Sol 50.7 Ilia 556 878 441 Ilia 621 070 z 5CV0 O 96tH 111.6 875 tM.3 872 4L6 975 101.1 975 047 976 7fl6 829 651 976 /f2 at7 68.5 975 6fA oD7 IOD 876 611 799 41.8 975 $2.7 776 36.6 976 49.3 T6I H `�(3tZ O�5 too in 822 771 81,0 696 60.5 711 70.7 771 61.3 771 64.3 664 45.7 771 49.0 6S6 4t.1 771 44,9 631 34.3 711 30.9 611 29.4 771 75.0 621 25.7 771 32A 612 1 t° fill. TS.T 130 Tr.3 661 63.1 736 65,0 1 730 66,33 734 49.9 631 42.1 730 45.0 622 31.8 730 ALL 611 31.6 730 3SA Bob 27.0 730 319 689 23,7 739 291 681 W M 120 in 69.9 621 6tA 669 191 - 612 624 M.36 624 79.2 604 33.3 624 35.3 537 30.0 624 322 631 25.9 621 27.7 619 211 621 24,6 509 iG.7 634 22.3x1M in 31.7 /13 31.1 440 28.9 /JJ 29.4 433 2141 433 22.1 385 19.3 433 20.0 387 77.3 d73 18.2 376 ¢ r < O a. Z .GO TABLE i1B ANCHOR CAPACITY ADJUSTMENT FORMULA: P it momma AnchorCapaclty Table jibs) ANC)lOR GAP_ SboSimte 2,7%Cbr%(do lax cone. HdIo-NV1U FMWCMU r7woo0 metal (DP,}X� }=ANCHOR CAP.,,., 19113 Elco 114•as Ek.5715^ECo 114,5S Elco 010 6ted 912 Sinn 0121400 MULLION CAP.,,.,,,, AnchorCltp Petteme ancira iypc 311V Etca VOW On Yr ERou4Rto0 ubacon WS!Elco tAlfs.n Yr E7coVltracm AW.Gatr 11MOM AggleGsdw 8n (Go)StrSw(GS) Screw(35} USE THIS FORMULA TO 017.0111 THE't7NCHOR E02er3s132e Qn to 2-172 t• 2-vr 3170' t" 2-vr r 2-a2 2 31/8' 2 0.48• 0.5r o.wr CAPACITY REQUIRED'CORRESPONDING TO AN Emlcon6nl n 1574• 14r 1414' "Ir2 1-114" 1-114, 1.174' t-ifr 1.714' 1-v4, -4- I.39' tare' 136e ACTUAL PRESSURE REQUIREMENT FOR THE 2 A.ctsm0 08-MR O.C.i sfsraem.rCmafcgr(Fl61T 39069 39010s 450 fol Bob 6S i Bri 27065 4�6 36466 7401to 374 toy 66165 946 ma 31165 442165 WO M& OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnchorS 01.15'Mh 0.411 SIMUM(or Omel)COp(Fla 491M3 763 ft NIA WA NIA If^ 380 is WA WA NIA WA WA 652@7 Smile 112044 CAPACITY(FROM THE TABLE)OF THE SELECTED 4grct4ae�3"Mfn.aQ T(2)2X5 ATO* 19`14 2] 78D" 780 en 48063 166DfOs IWGW9 54065 OWNS NTA 76068 74865 69330 1992163 68265 Blom tip to MULLION.IT WILL YIELO A MINIMUM ANCHOR 4A.chars®0.5PMIn.0,cju-0 .MOo.iWAlum(FlD 4) NIA WA NTA WA N/A "l t0A NM WA WA t0A WA Nth WA 12bT the CAPACITY WHICH MAY BE USED TO QUALIFY I ArchDt D(Ra 5)' 195®9 19191e 2Y.r t» 445 rob 6x2106 13665 140106 ITT 105 S701bs 19765 332114 473706 17p bs 221 Dxi woiM ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anctars a I.19'Min O.035D b6 INA WA INIA H7A 10069 NTA WA NTA WA WA I all M2 I442 wa 660 td5 ANCHOR CAPACITY TABLE. PRODUCT RBYlSGD aI compI".. IT 11110 t10fil4 Building Coda}{a.p'L TABLE NOTES: s8"o FIGURE I: FIGURE 2: - G%pire'onDa/ j,(3�L1 . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION By MI Dade Produci ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3. FIGURE 3: �ti" scj. j 94, !i ANGLE b 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 ,5,; -•x BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, //rr PIG•58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND (,Tl• : FIGURE 4; FIGURE FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL ��-: BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE ,; , • 6063•TSAND BEA MINIMUM OF.160"THICK.STEEL STUDSTOBEA MINIMUM GRADE 33AND �s � f"j�n''•;T`LURtt)1:• (%j . .045'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL 'i�•tS ...... NN '� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. '�7;���ONAi..G;N`` i #10&#12 ANCHORS INTO WOOD MAYBE STEEL,10-8 S.S.OR 410 S.S. 1.25"X 3.94'X.024" A.NS' N7 MILLA,P.E. MULLION PL P.E.#58705 TABLE 12A Mullion Capacity Table Ib41eRik Op•ningWidth(forvarticady-6par53ngmullons)orOpeningHeight(forhodzontedysperringmullions) Rik 5 6o In 601n Tom 801n Coln too In t20In 140 in f80In , Rectaepai4r hap79•rp. Raetongttar Troprnting Roatmlgdat haPr7ttan9. Ratingier itepfTdeng. R6e1a00Dlar TreplTdanp. Reclwao4r hoN74on4 Roolangdot TrryJTdag. Redanp4ar TropRrmng. Ractmtpam hep7Tdonp. O 27c4x.25 Loaddr9 mp LooLadnp Loadn9 Loadag Leadw $Ladnp Loadne Loading L.400 Loadnp Loa4n9 Lanov Loodre taring Imdng Loading Loading u Alum a Mullion �� � � 111 �• � � � ��. �� � � � � � �, �. � � � N 42 in 170.0 020 170.0 435 170.0 744 170,0 479 170.01 See 170.0 See 170,0 9C2 170,0 510 170.0 1116 170.0 621 170.0 1740 1 170.0 521 1170o 141181 170.0 521 170.0 1735 170.0 621 170.01 1983 170.0 621 Q W 461n 170.0 706 170,0 624 170.0 050 170.0 581 170.0 992 170.0 630 170,0 1433 170.0 Set 174,0 1275 170.0 077 170.0 1417 1700 500 170,0 i70D 470.0 690 00.6 1933 170.11 Sea 170.0 2287 170.4 we _ 60.625 In 170.01 747 1 t70A 503 170.0 690 170.0 831 170.0 1048 170.0 684 170A 110S 170,0 723 170.b 1345 URA 747 1700 1404 170.0 758 170.0 1703 170.0 766 170.0 2092 170.0 768 170.92391 170.0 758 � W541n 1704 707 170,0 612 170.0 938 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 Sol 170.0 1434 170.0 837 170.0 ISM 170.0 856 Vol) let$ 170,0 fiat 170,0 2231 170.0 561 170.0 2530 170.0 861 go In 170.0 893 170.0 701 170.0 1063 110.0 797 170.0 1240 Ilea 978 170.0 1417 170.0 944 170.0 0694 170,0 998 170.0 1771 170.0 1033 170.0 2126 170A 1063 170.0 2479 170.0 1083 1605 2550 1700 1093 � � � 431n 1700 930 170A 745 170.0 1118 170.0 650 170.0 1302 170.0 840 170.0 148a 170.0 1045 170.0 1673 170.0 1079 170.0 1859 1700 1122 170.0 2231 1700 1169 188.7 2553 170.0 1171 145.9 2553 1700 1171 J J fie In 170.0 074 1700 749 170.0 1169 170.0 903 170.0 1364 170.0 1002 170,0 1550 170.0 1088 170,0 1753 170.0 1155 170.0 1846 170.0 1210 170.0 2315 170.0 1273 ISL0 2437 170.0 1236 132.2 2437 170.0 1204 j m 72 in 170.0 i063 IT" 675 170.0 1275 170.0 1008 IX0 1485 170,0 1126 1704 4700 170.0 1225 170.0 1013 1700 1316 170.0 2125 170.0 1307 445.6 2184 1704 1485 124.8 2184 00.4 1628 1092 2184 17010 IS30 Z 7610 470.0 1122 170.0d8.32 W919 1700 1080 174.0 1670 1704 1209RISC 04 170.0 1322 105.1 1900 170.0 1421 145.8 1960 170.0 1605 123,0 1980 181.6 1548 108.1 1960 154A 1533 929 1960 162.7 1631 5 a ° Z 7810 170.2- 1161 170.0 170,0 1118 170,0 1811 170.0 tad02 170.0 1369 1527 1881 170.0 1474 137.4 1d6t 4&1.1 1600 114.3 1561 147.3 1{T3 48.2 1441 139,4 1459 834 1681 t3L0 1454 Q fJy r- d. go in 770.0 1320 170.0 1500 1250 127.0 1398 138.0 119898 121.3 1179 90.4 1198 1102 1182 89.5 7390 101.8 1117 74.6 1398 694 1122 91.9 1396 82.7 1148 65.9 1388 709 1096 d 9810 147.4 1229 1615 121.8 1079 105.3 1220 1112 10519 96.0 1044 81.9 1220 89.6 1028 73.7 1229 324 1010 61,4 1229 72.2 993 62,7 1229 65.9 071 46.1 1229 62.1 067 � ��Z � C 1081n 103.6 971 103.889.0 862 74.0 071 7T.2 8491 60.4 037 37.5 071 61.8 a26 51.6 971 65.6 ate 43.1 071 40.0 700 37.0 97t 444 782 3Z4 971 40.8 771 il} N 1q O tit m 984 919 97.3 419 419 65.1 9119 70.9 8009 82.4 794 53.0 019 56.7 764 47.7 919 51.4 774 39"7 919 444 769 34.1 DID 402 742 205 979 17.1 732 X MO m 7S.d 768 76.8 81.5 105 63,9, 768 55.8 693C 404 pea 41.9 760 44.4 577 37.7 708 40.6 680 31.6 788 34.9 853 274 788 : 6{1 23.8 TO 26.4 611 <tN14410 iA7 346 44.2 604 3411 846 37.0 498 31.2 bib 31.0 4918 28.2 4M 24.3 646 26.3 17B 2i.e dib 21.9 {7t 182 546 19,6 464 t5A 848 47.2 495 13.7 648 16.6 M8 U x Q i7 � TABLE 128 ANCHOR GAPAGiTY ADJUSSMENT FORMULA; 0' mato AnchorCa act Table Iba ANCHOR GAP., ,,, �f°9 suMtrato 2.1k mmme 35xomc, 11000,i74U Frkdemu PTWWd Mdal (OKn X{/ ANCHOR CAP.„ ¢E Nle biro 1r4•SS Eko Nle Eko vess Elco Coated 012She1 5123tee1 ) `MULLION CAP.,a,. .�= Oma' AnehorGiipPatt m• Arcbrrt)pa 3111?Sit 1.31=011 v4•Ekourracon unrocon wa*mcow con v4'6kouarabon AeCnGator Urdual A=eGlff Saew(GS)Sttew{6� screr(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edpsoalarceon) r 2-Ur I r 2-112* 3418' 1• 2.112 r 2-VT r 3418• r 0.48• 6.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedna6 n 14r4• F74oft I-W 14W r t-ur /-14• 1.14' 1-114' 1414• 1410 r tag• fare valva ACTUAL PRESSURE REQUIREMENT FOR THE 2 AIKM Q�4.7W Mtn O.C,r steward or o05et Cup(no.116 300161 450 DS Me Ibt 16UM% 270lbS 280 W2- 3M mt 74Dibs 374 Wt 6941be 9461bs 3411W 442106 Me 18 _ OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anahaa 02.69•huh O.0.ISlarAw elftellcap anis 3) 74o an we ma i4esms 142490 NIA am a, NIA 005Its MIA poo lbs WA 6a21bt am as 112DZS CAPACITY(FROM THE TABLE)OF THE SELECTED 6 AmilmQ 1.710 MIn O.G l Slanaaro(Or allI)Cp 09.4) 665 mt750.1 19461t8 NIA NIA 70398 NIA 799@5 NIA WA WA !02295 132746 76602-8 MULLION.ST WILL YIELD A MINIMUM ANCHOR toam.O.C.1(2)215 A11910C11a 10.195) 7SD FbsLoo D6 15MZS teasM o Sa155 Nrq Tho lbs 746 ma flop as 1992 u2- 6ea 241 0655, 1121 Gb CAPACITY WHiCH MAY BE USED TO QUALIFY 6Arclon�>,aMm.6C.r�20 Angle COO I Mo57 tt7amt t�4wa S4a l� 2644 ana7 640 to WA Iwao tiz2ms 12-2-110., 263e� 7�21zs 132r ros ismma ADDITIONAL ANCHOR OPTIONS FROM THE 3AMeon.@ 1.34•Mn,OC./UCP,b0o.12W Amn(Fig 7y NIA NM WA 1UA NtA WA NIA WA IUA WA WAM 47JANCHOR CAPACITY TABLE 6Arciwa 0.00.64•Min.O.C.1U•Cp,lnt0.12W AMn.(TIC 9) NIA N7A WA Ill WA WA NIA WA NM WA WA Not WA F IM PRGDUCTRBV)SUD 2AMoon(0 268'Min O.Cf FCp(ng g} 3Te 915 ma 743 ma 712 tt» WA 2801os N/A 948Irc NLA 44D IEs IUA 314 Da 442 9, 660Ib5 m 4anrp7ying with gW Fitrida 3ArctvaQ01.7P MM.O.GiFCi ( .t0) 443 Pot 52558 370 W2- 9792-, NIA WA 35395 N/A 990 R8 t1A WA WA I641 Ds 664@6 019102- Acoeptarttn 1311 iCo-o2i9•o 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. CxpbeU FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: `••,..r// BY~ • • • • • • • TABLE NOTES: 2.000° Mie@ Dade lhuducl Coo 1111 tkW1171j • • t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR4', 'Iii GENERAL INSTALLATION METHODS, �` �t)i•" ' Z& FIGURE S: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • N 4,000• ='%; tJu.507U5 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES TO BE DRILLED "�• - _ THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE �,,( • • LOCATIONS. V) p �- FIGURE 7: FIGURE& FIGURE 9: FIGURE 70: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT % /.'''•• FLORIOP;•��`:` • •' • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. 16. '•••• � ?� a 4 MUSH BE USED GAUMINUM SHALL BE GE).STRUCTURAL STEEL TOAND BE AT LEASTMINIMUM 25'THICK ANTHICK. D A36.ALL ANCHORS INTO METAL SHALLEEL STUDS TO BE A MINIMUM LEEXTEND AT LEAST 3 SCREW E 33 AND.CW THICK(18 2"X 4'X.25*MULLION A.LY"W)NA t 1G t\� •• • • THREADS BEYOND THE MATERIAL.#10&#112 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.LYfJN 5.#58 0 P.E, FL P.E.#58705 TABLE M Mufflan Capaolty Table,ib0f • �gpe� OponinglMdth(tavaniceRfoponNN mtilloro)orOp•nlngHolgh4(forhodzDrialy-spartrgmdfior7g) I'd SO In 601n TO In 00 in 90tn SOON 1201. 140In 16064 c!Re0let�dar T1spiTdengRecleng,tr Twd4r, R-tangeter 11wrlerg. )7ecleng*r T(SPr7d6ng. Reat..giter Ttewmana Rectangder TmpRdanp. RectonDdar Trep m-v ROcten0ideI. TmpRApo. Reclanow Trepl7dang, 42116X.28 Ln nD LoOdng Loadng. laadng Inedhq Wad11g 4060.0 LWdmg Loedbq EoOdng EaOding LaedNg LowingLoadlg LaednB LoednO taaft tnadtgO Atom.Tubi 2e a a D 0.' to Of MuillOn $ jp5� } g Yy¢ a gc�¢ jYE pp Tr�yt sg t¢it^ c1 spy^¢ 3�g�t tR (3 g^ cZ 49 asfi 8tE $8 a8 �' d �E aa' F � 3 �t2 tE rc 3� d d` Z 426 170.0 020 1170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 BD2 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170,0 1488 17D.0 521 170.0 1735 170.0 621 170.0 1081 170.0 621 0 r 46In 170.0 708 170.0 524 170.0 00 170.0 584 170.0 002 170.0 830 170.0 1133 170.0 601 170.0 1275 110.0 877 170.0 1417 170.0 '600 t70.0 1700 170.0 680 170,0 ISO 170.0 680 170.0 2287 170.0 680 J W 50.8256 170.0 741 170.0 683 170.0 ON 170.0 831 170.0 2048 170.0 684 MLO 1505 170.0 723 170.0 1345 t70.0 147 270.0 14" 770.0 750 1784 1793 1740 158 170.9 2082 570.0 750 IT" 2391 170.0 758 fi;m :C 54In 1700 IB7 170.0 812 170.0 038 170.0 691 170.0 1110 170.0 754 170.0 1278 170.0 803 S7D.0 •1434 170.0 837 170.0 1594 170.0 880 1704 1013 170.0 601 170.0 2231 170.0 Bel 170.0 2550 170.0 081 m O 0 BO In 170.0 865 270,0 701 170.0 1063 170.0 797 170.0 1240 170.0 076 170,0 1417 1780 014 170.0 1594 170.0 BB6 170.0 1771 170.0 7033 770.0 2125 170.0 1083 170.0 2470 170.0 1053 170.0 2833 170.0 1683 � � 112 41h 1700 930 270.0 145 S70A 1110 S7O.0 854 1700 1302 1700 040 170.0 1486 170.0 1015 170.4 1873 1780 2478 778.0 1859 f7P.0 1122 170.0 2231 170A 1160 170.0 2603 170,0 1171 170.0 2975 170.0 117! BBfn MA 974 170.0 700 170.0 1168 170.0 903 170.0 1301 170.0 1002 1780 1650 170.0 1088 170.0 1753 170,0 1155 170.0 19W 170.0 1210 170,0 2338 170.0 1275 170.0 2727 170.0 1266 170.0 3117 170.0 1260 Z m 721n 170.0 t083 170,0 816 170.0 1275 170.0 logo 170.0 1408 570.0 It28 iro.0 1700 trL0 f228 170.0 tot3 Inc 1315 170,0 2225 170.0 1387 tMO 2550 170,0 1468 170.0 2075 170.0 1529 170.0 3400 170.0 5530 ( � ISH l70.0 1122 178.0 037 1700 1346 1700 1050 170.0 1570 2704 1209 170.0 STIR 170.0 1322 170,0 2018 170.0 1421 270.0 2243 170.0 15M 170.01 2692 1 170,0 1 1829 170,0 3140 170.0 1094 170.0 3568 170.0 1705 � vi Z 786 170.0 1161 170.0 007 170.0 1351 170.0 1118 170.0 1811 170,0 1250 i70.p 1612 170.0 1308 170.0 2072 170.0 1474 170.0 2302 170,0 1564 170.0 2703 170,0 1700 170,0 3223 170.0 1777 170.0 3883 170.0 1790 '� J r' GON 1780 1328 170.0 1144 170.0 1594 170.0 13M 170.0 1689 170.0 1498 MA 2t26 1100 1653 f7c.0 2391 170.0 t7W 170.0 2050 170.0 1018 170.0 3108 2700 2t25 558.0 3473 170.0 2273 130.5 3413 170,0 2381 Q a � � O 686 170.0 1417 170.0 5232 170.0 1100 170.0 1434 1704 SB63 170.0 1822 170.0 2207 170.0 1794 170.0 2554 S70.0 1852 170.0 2833 170A 20H 1804 1190 170.0 2330 137.1 3499 160.6 2470 120.0 3t90 160.1 2420 2 rO O 3C1 e� 106 N 170,0 1594 170,0 1409 170.0 1013 170.0 1847 170.0 22x1 170,0 1870 770.0 2550 174.0 2078 161.6 2761 110.0 2271 148.3 2781 161.9 2333 123.6 2761 140.4 2281 106.9 2161 126.0 2264 92.7 2781 128,0 2100 N 9 i 111 N 170.0 1836 170.0 1454 170.0 1966 170.0 1700 170.0 2293 ;70.0 !932 170,0 2021 170.0 2142 167.8 2832 102.1 2245 230.8 2832 148.4 2210 tl3A 2032 128.0 2166 97,8 2832 115.5 2128 814 2832 1003 2096 a x 1201. 170.0 1771 170.0 156@ 170.0 2128 570.0 1859 184.0 2252 159.0 1881 135.1 2252 141.4 IOU 120.1 2252 127.2 1930 108.1 2252 178,1 7916 00.1 2252 984 1872 17.2 2252 88.0 1838 87A 2252 BIA 1800 x 14405 125,1 1564 128.8 U45 104.3 1584 106.1 1425 69.4 1884 91.5 1487 782 1584 40.7 1300 60.5 1581 72.3 1373 02.8 1664 05.7 1358 52.1 1584 58.0 1330 44.T 1564 49.2 1305 39.1 2584 64.4 1263 Q 4V d () TABLE 13B D- AnchorCa aci Table Ibe ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,,,,, 9#61140: 2.177 Comm. 3.677 CAnp- Nasaw CMU Fined Cai/ PT W00a 146161 (DP_)X 4 }=ANCHOR CAP- Anchor Type: YI6"EkO Uibacal 114"Eko unwan df0•Eko 3FVr Ek0UlWaon 114•Eko U t-m 1114-SS Eke S/m•ENO 114.68 Eta. 04051eel 01213 N12 steel MULLION CAP,,,,,,,,,, AnchoTCttpPatlofi• tnwepn AWaGeW t1oracon AOWe081c4 8p (G5)9amem) Sa (G5! USE7HISFORMULA 70OBTAIN Tt4E*ANCHOR Edge Dl.lm.(N): I• 2-112" I" I 2•ta• 3.176" t• 1 2-1r! 1 1• 24n^ 1 r 3.16• 2^ 0.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embodment 8.X 1.314" f-YV F374' f 1-314- r mw 1.14• 1 1.214• 1-114` 1-14• 1.114• r tare• b3r6" tends ACTUAL PRESSURE REQUIREMENT FOR THE 2 AmhD.g4.75"MN.O.C.1618.0664 or O6aet CBp(Fq,1621; 390= 390(W OHM am V. 18149- 260 roe MIW 3541# 740 bs 374[be 604114 948 me 341166 4a21bs 5901# OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancima�4.80'MN.0.G18(0denHw0re8i)CBp(FI03): 780 iW 76o les 9006- 1760156 3232W 6400- 500106 700@6 1460 We 148 IN 1272 Du 589216. 682IW 88511, 1120 Bie CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Ancb-a 1.71•M6,O.G r 111614,0(m O[e.11 Up 0'q•41 1180168 14001# 1010 Ins 25951bs WA WA 94016. N)A 10656, WA WA WA 1363 W 1770 It. 22401b3 MULLION.ST WILL YIELD A MINIMUM ANCHOR 4 Analaf.423'Mitt G.C./(2)265 ftiO Cspa 1(770,6): 760 1b. 780 bs 0906- 1500!6. 100011- 540®4 500P. WA 7601# 7484be 680 1b$ 18021b. 6821# 68516. 71206- CAPACITY WHICH MAY BE USED TO QUALIFY 6 Ancror8Q3•ROA O.G!42)215 AnDk Coq 1(Fq.Bk 15601# 15801# 13601# 34291#1 779266 108014a 11231# WA 1520166 14966. Ing[be 1 3184IW 1 13636. 2770 MW 2240 fns ADDITIONAL ANCHOR OPTIONS FROM THE 12 Aoehon@1.5'.00.,O.C.!(0245An&CTps I ft,7k 18801b0 21001be 1440 bs 378011s IVA WA 13206. WA 1500lbe WA WA wA 2,566 265+8- 330016, ANCHOR CAPACITY TABLE PRODUCt'fLBV2SBD 4 Amb m Q 1.14•Min.O.C.r U-Cio.6410,125•ARm1,(Fq.87 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430)0s m c DUCI0)wldl deo F1MtM B Angara @9.64'1464.O.C./OCiip,610,125"Akin.(Fq.B): 'WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 26821# { 00•^-�i Deild'utS ped. 2Axhae @486•MN.O.ClF4'21p(Fq.10) 390 ba 390A 456 Ws 8906. 2818ft 2706- 28016. 354(# 74016. 31416, 83016. 8486,6 3410- 442108 5601.. Accep1mi08 tO0)rp-0"1a.d 4 AncbMe®1,71'141..O.Cl F•ti'p ,117 690 p- 70016- 505 0- 1200Ina WA WA 47016, WA 8336. WA WA WA 682 6. 8851be 1120 ba ,2�, C ��Aj NOTE:FOR THE OFFSET CLIP^USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES ByFIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE8: FIGURE 9:FIGURE 10: FIGURE St: '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. \` ryls^(k +tr fL 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE t��;''y+GFNSS•'•;`?' ter,, • r • ,. • 6.000' r • ♦ • ♦ ♦ .• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS i,1 (11510:1 '. 21-23. HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE ::•\5 �• � l b 711 ♦ • • • • • • CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •ICS• • Op 41: (FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM 480.WOOD SHALL BE PRESSURE-TREATED C j MUSTBE YFILOWSOLttHERNPINEW!THANSGOF0.65.ALUMINUMSHALLBE6063-T6ANaB�AMINIMUMOF.126• ,�C•15`�••,,,..• N ��C?• • • • • ♦ r ♦ • USED IN THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO !•I �5(()��r:� G�+` PAIRS. BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW2-6"X15" A LYtJIV'FdtILLR,P.E. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-0 S.S.OR 410 54. MULUON FL P,E.#58705 TABLE 14A Mulllon Capacity Table IbslW Opening iNldin(terwrecattyspanntrgmutlons)crOpentn9if ght(for hoftordeityspewingmuttons) Z!5010 W N TO In 00 In 00 In toe N 12010 1401n 70e in yt o Rectangulor I 71apfT tg. Reolugthr TmWrd3rq. R44mngaly TialYTdwq. Rodanplar 71wp•rdntg. Red-4111ar TfeprMang. Reclnngttar Trap+Td.M RftW Vlsr TrayTAetg. Rectnrgi- !Wirwrg. R4gatgutu Ttap(Mong a 1.28"x211" Loading Lwdl11 ng t.oa8+g LoatMB Loaft Loearo Lowing Lowing Loar6ng Lowing Loading Lok%V loading Loading Loafing rowing Lowing 1.mafng Y X.12V Alum Tubo Mull' in =a � L 4214 1442 528 187.01 428 120-21 528 148.0 418 103.0 526 1319 414 60.1 We 1134.6 411 80.1 528 113CI 411 721 528 1341 411 60.1 618 134.1 411 SIX $28 134.1 411 45,1 628 134.1 411 � 4610 90.8 403 1060 933 80.5 4W 94.7 325Me 4W 88.4 320 60A 403 MIA 317 63.7 03 79.1 316 4&3 403 7&8 314 40.3 403 78,8 314 39.6 403 T&8 314 30.2 403 78.8 314 1 z -1182614 823 382 9SA 391 68.0 362 78.3 294 6a0 362 71.9 280 611,6 382 872 288 85.7 062 84.0 284 4L2 382 81& 283 343 382 83.5 283 28A 362 83.5 283 267 982 6f,5 2113 0' (7) "a 0 64TH 87.8 319 T4.1 287 1i8.- 31B 842 281 4&6 31B 6T,7 268 42d 318 616 263 d7.7 318 60.8 250 338 318 4&6 240 2&3 379 48.1 240 292 316 49.1 248 21.2 318 49.1 246 � £ 80 to 46.6 2-8 63,1 219 41.2 25B 45.7 214 35.3 268 40.7 210 308 255 07.2 207 27.6 253 34.8 204 ?A.T 260 33.4 203 20.6 256 32.2 201 il.7 259 322 201 16.6 260 322 201 H ry to a 8510 42.7 ?M 45,0 2W 35.8 234 39.2 185 3&6 234 347 182 2&T 234 31.8 189 23.7 234 29.4 186 2L4 274 2&o 184 17,5 234 28.6 183 7&3 234 285 t83 113.4 234 215 181 (jj =J 3t 6614 37.2 213 39A '1153 31.9 213 33,7 178 2aS 213 28.8 176 212 213 27.0 173 20.8 213 25.7 110 18.8 213 231 109 15.6 213 22.2 707 13.3 213 220 186 11.6 213 220 160 Z (1)g m 7210 348 178 30.t 165 218 179 25.0 162 20A 179 22.6 149 129 179 20.3 147 15A 770 18.7 tis ? E{ 7fi N 24.3 181 25A !40 20,3 181 21.8 737 77.4 781 15.0 135 t&2 181 17fl 111 z 7010 ?25 152 23.6 133 1&6 152 19.8 131 1&1 752 17,6 128 Q TABLE 14B cli ANCHOR CAPACITY ADJUSTMENT FORMULA, N O AnchorCe IV Table ba) ANCHQRC:,,__ 81031nta 2.7k Cmctete 3.9t Coro:. nollar CMU F*dCMU PTWOM Mast (D}?",)X ANCHOR CAP„„" in r MULLIONCAP.,,,," .- B 6r16•Elco 114"68 Eko 5119•Elco 114.11S EKO MIO SfeA 612 Steel 012 sw U7 N ArctK4 T7pa 3/t5•EKotSaam tt4•ticollleatm 3ti6•EkaURracm 114"EKOUft7dcpf ( D (GN g� 5y USE THIS FORMULA TO OBTAIN THE MehorC6p PaCeme u3-1W npoe6ata U7irsm A ata straw c6 Saar tll X Ec'pw arl6rcetb17 r 2-16r• r 2arr 3-18• 1• 2.1rr r z-fry r 3»va t ,o4a g.s4• oa24• CAPACITY REQUIRED"CORRESPONDING TO AN Emmm�ent fatd• taro• tori• lars 2• 1-ur 1•va• 1-vc 1-va" larr 1-vs r 1aa• Lara .axs ACTUAL PRESSURE REQUIREMENT FOR THE U CN 4 ?,,,, 4 MKtnR 3'Mn o.C,7R1�5A 1 q.1 7eo lae T60 bs 680161 i-8O 1tn se96 ma 54om/ 660m5 w4 7s32n 746 me Bea row 18D211e 6B29u 885154 143otLd OPENING,WHEN IT IS LOWER THAN THE MULLION CAPACITY(FROM THE TABLE)OF THE SELECTED IL � Zg� � MULLION,IT WILL YIELD A MINIMUM ANCHOR � a CAPACITY WHICH MAY BE USED TO QUALIFY .y ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1256• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i "j fRODUCTREVISF.D u9 cfnnplyins 7YLd11bo iib" -- -- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Buffdetg Code FIGURE 1: Aca7ltenmNo1&oO t$•t3 3)MULLION ARID MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Bxptmt4o11�tl ��� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" D7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. be Dodo Modud ANGLE CLIP MUST BE USED IN PAIRS. 125' f 111 i I t t 1 CONCRETESUBSTRATES: UNIT(CMU)SHALCONFORM TO ACI 301 LL CONFORM TO ASTM C-90.WOOD SHALL BEP PS.HOLLOW RESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6003•TSAND BEA MINIMUM OF.125' 1 y����.••y�GENSP '•.'p THICK..STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(16 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 8#12 ANCHORS INTO WOOD MAYBE STEEL,16-0 S.S.OR 410 S-S. v F� •, S1N)COF A,LYPIN%Nike,F.E. FL P.E.#W05 TABLE 15A Mullion Capacity TableIbe#t1 F Opening Nd16(1arw)6cally-sparring m fio ns)orOponing Haight(tor hotimnta"arrdrlg mtlions)oafi1dt s S 601n win 7010 so N g01n 10010 12010 14010 160 In 12 1t�1t O R/7laWar Tr*TO*a. Reelang ar Treprideng. Reclangdar nwTd-g. Rectonplar Tret4Tde00 Reel-µdor TieN emg. Recfanpler TreplTA00. Redergdar TrapMeng, Recte04w Tlepridang. Rent-O9" 744170-0. 471 0.26"30 Loaft Luting Loadna L ndn0 L zg Lowing Lowing Lmdng Inadno Lowing Lwdnp L.-" L44d0v Lowing Lwdna Loadng Lowing Lnadng DEG,AL p n ^ BAY MULL ^ � ^ ILI 4210 1740 620 170,0 435 170.0 741 170.0 478 170.0 880 into 608 170.0 992 1740 619 110.0 Still 170,0 821 170,0 1240 1740 521 170.0 1408 170.0 52t 170.0 I"s 170.0 $21 149,1 1740 170.0 521 M "in 1740 708 170A 62A 1T0.0 ISM 170,0 591 170.0 992 174a 630 170,0 1133 170,0 681 170.0 1275 170.0 077 170.0 1417 170.0 680 1522 1522 170.0 600 130.61522 170.0 050 114.2 1622 110.0 600 � _ 60.82610 1zi C00 70.0 710 170.0 603 170.0 890 170.0 631 170.0 1d6 1740 ee4 170.0 1105 170.0 733 170.0 1315 170.0 747 1612 1143 170.0 760 138,0 Hq 170,0 756 717.3 1443 170.0 158 102.8 1{{3 170,0 760 A 5410 170.0 797 f70.9 812 170.0 me Sao 891 170.0 1110 1704 764 170.0 1276 170.0 603 160.4 1353 570.0 837 144.3 1333 179,0 838 120.3 1353. 170,0 881 103.1 1353 170.0 861 90.2 1353 170.0 681 SO �j ~ W J 6010 170,0 883 170.0 701 170.0 4083 170.0 797 107.0 1216 170.0 878 110.1 1218 1740 910 128.0 1216 159.8 938 110.9 1218 1621 024 97.4 1218 1141 943 83.6 1245 118.1 003 73.1 1218 1141 913 J 0310 170.0 930 170,0 745 170.0 1116 170.0 850 160.2 1150 169.0 033 13tA 1150 163.0 014 1M 1160 141.0 606 103.1 ISO f34.2 896 67.6 1160 IMT 871 76.1 1150 126.2 070 65,7 1160 1262 670 Ul 6$10 170,0 974 170.0 789 163.4 tura 165A 881 130.9 1046 146,0 864 114.3 1010 tat 650 101.6 t648 123.4 639 01.4 1018 118.6 630 782 1010 109,0 821 83.3 1045 1002 818 57.1 1048 108.2 815 Z N 7210 100.6 800 147.9 704 117A 800 128.0 748 100.6 960 110.0 734 060 080 100.0 722 78.2 980 92.0 712 70.4 080 86.2 703 60.7 050 70,2 803 60.3 880 78,6 800 44.0 000 76.4 608 7610 119.7 Teo 125.1 090 99.0 7110 iO3A 878 05.5 700 93.3 963 745 700 83,9 062 68.5 790 76,0 643 59.9 TO 71.7 635 49.0 750 85,1 024 424 700 82.1 610 37A M 61.5 617 781. 1105 750 tl65 657 02.3 760 98.1 644 741 750 854 632 642 760 77.1 021 815 760 70.8 612 55.4 760 65.7 808 482 760 69.4 $94 30.0 760 662 US 31,8 750 65.5 580 0010 72,) 683 744 690 041 503 ].33.0 491 51.6 503 54.0 463 45.1 50J 404 475 40.1 603 44A 488 Xt 503 40.9 402 30.0 6% 362 452 26.8 503 33.3 445 22.6 503 31.0 442 Q Z O H LII aCo sr 9814 59.4 493 6t.1 443 49,6 495 435 424 405 44.8 421 37.1 485 30.9 421 33.0 495 36.1 476 29.7 403 332 409 24.8 405 29,1 400 212 495 25.6 394 185 495 ZSA 300 Tn ILI 0 0 1031 41,4/ 301 426 353 34,8 391 340 29.8 391 3t.1 342 q24.0370 91 27.6 337 232 39t 24.9 333 204 391 22.8 328 17,4 301 10.7 321 74.9 391 17.5 J16 LU (0 111 N 30A 370 30.2 3J5 02.0 3T0 33D 27.5 370 28.0 326 26.3 320 2fA 370 27 310 19.2 370 209 3t2 140 370 10.1 305 (71 �12010 304 317 30.9 309 25.3 317 284 21.7 347 22.6, 280 17 194 276 16.9 31717.0 273 (} O Q M O 14410 174 220 11.6 203 DQ•L+ Z TABLE 1586 (p Anchor Ca act Table ba ANCHOR CAPACITY STMENT FORMULA: ADJU ///ANCHOR CAP.,,,.,,,. 8110e1rete: 2.78 conorMe 7.5%Cmc. HWiow CMU Fded CMU PT Wood Molal (DP,,,)x 1 7 a ANCHOR CAP.- 6.61. 141'66 E1cb 8t6'E1ao if4•SO Eko 810 Sleet #72 steel #12 atad `MULLION Anchor Cltp Patterns AnehB Type: 3118•Eko teuaam 114'Eko U10a0m UOacm 3itb•Ebo Ultracm U4•FJcoUMam AaOeeelor u0recm AgareOefor screw(as)Screw(05) Ott"(05) USE THIS FORMULA TO OBTAIN THE ANCHOR Edpa LY UM.{m7 i" 2-IM 1- 2-ur 3 W 1• 2.1m r 2.154• 7 3418• r ]'jA 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(N) 1,14• 4644 1•x4" 1.614• r 1-IIP MAI, 1-v/• 1.7141 1-v4" 1.1- 21 w,tea ACTUAL PRESSURE REQUiREMENTFORTHE 2Ambc.05•Min.O.C,1{2)2.5x COps1¢7g.1T 39o163 390 t6s 43066 890®n t7000xi 270 roe 380405 354 Wa 740 ma 31100 729106 9401bs 580 aA OPENING,WHEN IT I3 LOWER THAN THE MULLION 4 Aahas 35'Mi4 O.0.)(2)255 Arry10 C9ps l(Fp.27 lea 6s Tao 0A 79006 197014 2525IOs 540 aA 580ros wA 1120are 7491- 8901bs 19921. t120Ibt CAFACtiY{FROM TH£TABLE}OF THE SELECTED OMWM482.71.1daL O.O.1(2)255 Arab nN 1(F437 it201M t1201bs 95@161 2248106 32641ba wA 040roe wq 19696,0 wA 1370 Inn wq A 10e9 roe MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPAw I I WHICH MAY BE USED TO QUALIFY - ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: w 1 em1 1 yin8lvith 750 Fiotld0 TABLE NOTES: 807147411 Cod4 Acocptonu No)�0-021$.0 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, Pimtia�--, SEE SHEETS 2-4 FORGENERAL INSTALLATION METHODS. BFIGURE 2: 2)LINEARINTERPULATIONBETWENMULLLENGTHSAND/OROPNINGWIDTHSISALLOWABLE. Mien DO MULLION AND iNN HOLES TO BE DRILLEDON CLIPS N THE FIELD FOL OWING DIMENSIONAL ESWN ARE NOT TO SCALE.FOR TRICT RCT EMENSION%SEE STRICTIONS SHOWN ON SHEETS 21-23.TS 21-23. 125 30. 1 ,`�,�v��L£p;g�1/L�{cn7 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, .. ,� •,.;+t , 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL BE PRESSURE-TREATED /�/ ""^""` r • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' THiCK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 445"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'6pY •Ut'•, t� �' I(I Z LF,AST,125•THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULU N }U Cor ;• • Il__J THE MATERIAL.#10&012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. Ft,OR1UP• (j` ANGLE CLIP(FIGURES 13)MUST BE USE N PAIRS. <rr�-��C}hU,�• ``\ A,L hSN MIL'LE14.P.E. FL P.E.#58705 TABLE 16A akh+Rt� Mullion Caplofty Table Ibeffe) Oponin01MtUh fbrlNdlca*3p6rtMmu0iona oro aningHotpht(lottPdoz ftaty3pamingnn.Norls) lel 50tn 6014 70 in 6a In Goin looln 12014 1401n loom ar TraprTdwv Tmprrdnq, R441wwat V*Ta9. RkdanWar Taprdo. RectagAar TmffdanRcterelm Tmpfmarq. TapTaq. nan9. Leaq tsdg Lodn9 Lad9 Lad4ed ad Ld9 e0g LoadnO lodLoading lodq tmdnq Loadnq l odnqRa1g1tRcaWOAeptadn 3.26"41 oa y V dna DEO.AL 6AYMULL ,• S,^ •• •• am 1 � jai 1 i in � Q �N 42 In 170.01 620 170.0 435 170.0 744 570.0 478 170.0 688 170.0 506 1704 942 t7a,8 519 1704 1118 1709 521 IVA 12401 t10.0 521. 170.0 1468 110.0 521 170.0 1736 570.0 621 1043 1871 170.0 521 J W 4514 170,01 708 170.0 824 170.0 850 170.0 564 570.0 8922 170.0 830 1704 1133 1700 881 170.0 12761 170.0 677 170.0 1417 170.0 680 183.7 1637 170.0 680 140.3 1637 170.0 680 122.8 10371 170.0 1 660 � 2 5082510 170.01 747 170A 583.170.01 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.01 723 170.0 1245 170.01 747 170.01 1494 170.0 756 1471 1652 170.0 750 128.1 1552 1 110.01 758 110.4 1552 170.0 768 "w 6 o W 5414 170.0 707 1780 812 170.0 956 170.0 691 1700 ilia 170.0 764 170.0 1276 170.0 803[70.6 1434 17U 817 1552 1456 170.0 656 129,3 1455 170.0 WI INA 1455 t70.0 881 GTA 1465 1704 sal 6014 170.0 865 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 876 157.1 1300 170.0 944 1309 170,0 988 125.7 1po9 163.6 901 104,0 1300 167,1 Pei We 1300 157.1 962 78.8 1300 167.1 962 5114 170.0 930 170.0 745 170.0 •1116 170,0 650 102.0 1247 170,0 940 142.5 1247 1843 063 1241 152.8 965 114.0 1247 144.3 052 95,0 1247 1382 938 6L4 1247 135.7 935 71.3 1247 135.7 935 8691 170.0 974 170,9 T8P 170.(1 1189 170.0 gat 548.4 1190 183.7 P85 129.9 1190 147.9 945 1180 530.6 026 la1.8 1190 126.4 0!4 864 If96 119.8 898 742 519(1 110.! 803 84.9 1190 110.1 693 Z m = 7214 181.0 1010 189,8 an 134.7 1010 144.8 659 1164 1010 127.2 842 101.0 1010 114.1 028 1010 105.6 817 80.9 1D10 960 607 07.3 10%0 90,6 705 61.7 1010 07.6 700 60.5 1010 87.7 700 j 7610 137.4 900 1434 792 114.6 905 122.0 775 961 006 107.1 781 854 008 98.2 749 906 662 738 68.7 905 62.3 728 573 900 14.7 710 48.1 908 71.2 710 42.9 006 70.6 lag Q ,'Sr„ 34 78M 127.1 881 132.5 764 105.9 WI 512.6 738 90,8 601 96.8 725 70.4 set 80.5 711 885 614 703 538 Wt 70A 604 53.0 cat 08.1 001 4SA eel 04.5 876 39.7 881 63.7 072 z W N 027 648 85A 574 66.9 818 72.1 584 59.1 848 624 564 51.7 648 561 006 46.0 846 60,9 537 41.4 610 470 53D 343 60 413 $19 M3&2 25.0 618 35.5 501 Q0091 66,2 608 701 546 $0.8 560 59.1 499 46.7 SW 51.4 401 42,a 688 45,6 463 378 508 4t.{ 470 3i.i 566 38.1 {70 29.4 668 314 459 21.3 58a 29.7 447 to ty1001n 479 449 40.G 405 30.9 440 41.2 399 34.2 449 35,7 393 29.9 449 31.7 367 20.8 449 263 382 23.9 449 28.1 377 20.0 449 22.7 308 1 15.0 449 10.9wIII In 44.1 425 45.0 385 30.0 425 37.9 370 31.5 426 324 313 27,0 425 20.1 307 24.6 425 20.2 382 22.1 425 24,0 356 18.4 425 20.7 350 7 p N co 120 in 344 354 36.5 33t 29.5 364 29.8 328 21.0 381 25.8 325 25.8 364 22.8 317 19.1 381 20.5 313 17.6 364 18.7 309 U ,tea. Q Q 14410 202 253 20A 233 58.6 253 17.1 230 TABLE 168 CHOR CAPACITY ADJUSL.A: $1 Anchor Ca a01 Table obs) ANTMENTFORMUANCHORCAP.,,o",,, Subd le: 23k Canen'e 3.5k Cw . Hdlow amu Faaa CMu PT Wood wtol (DP",)X r ANCHOR CAP.- 67t6"Eka UC S9Eko Stfe'Eka it4'S8Eko S10SSoe1 6t28tee1 012StM `MULLIONCAP. ,,,,,,,,,, AnehorCllpPattOms ArOwtypa: 31WEkotnimcon 11YEbOWmcan UDxon 3fiVEMUibxtm• 114'EkoVff-w AWeQlar Unncon Ag9re0atsf a."(05)aamw(05) Smw(05) USE THIS FORMULA TO OBTAIN THEANCHOR Edge DGIm.(10) 1• 2-tlr I- 2-trr 3176' r 2-1rr 1' 2-fir 2' 311x• 2• 0.45• 0.54• 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(in) 1-3144 1-311' iar4• 1.314• r 1-114" 141. 1.514• 1-114" 1.114' 1-114' r tare• Sara' '005 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amber.Qr V Mm O.O.1(2)2x5 Ar,*C50 I ft.i) 3wm 390133 4901M 1700bs 270 ba 2801bs 354 Ms 740 as 374 ibx 790100 948 ba 3411ba 4420e 5606s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AncMm(D 3.5.690,O.C./p)245 Arplo Caps l(Fg.27 760lbs 790139 790 bs 5870Iba 252503. FAD bs 580163 WA 1120130 740133 000 1b. 1602 ba 652lbs ee6lba W011,3 tb3 CAPACITY(FROM THE TABLE)OF THE SELECTED BAmwre Q2.7r Mta0.C,r(22t6A.&Cka1 .3T 1120 t5s 1120 Ws 9599» 274816. 2254be WA 8401ba RtA 105916. WA 1320 ba WA 1022 Ins 1327 fbs 185016* MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WINCH MAY BED BED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT R&Y7SEO FIGURE 1: as 9nmplyin6 with toe Fluid. SABLE NOTES: A 1 mlrna lap OZ)Pa.4b$ W • S)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Lx inion Datar4' A2I SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, Dgg et FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE Mlam t"I 3)LES T NAND MULLION CLIPS SHOWN ARE NOT IM SCALE,FOR EXACT DIMENSIONS,WN SEE SHEETS 21-23. \�����(LYNN�7/17rrri� • ; • • HOLES TO 0E DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .126"QBAY7 ��w:••1Cf NST;.,�(,���� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �.; �. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED ";:: 14)0,511705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6o83-TSAND BEA MINIMUM OF-125 = t7: THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEELTO BEAT `.T)•' $ �L :1jiLEAST.125•THICK AND A35.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND '" f� gTy;T':OF , THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY SE STEEL.18.8 S.S.OR 410 S.S. `.�.;�''•.. LU:2101`.•. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /r`9.I. .... A FL P.E.N 58705 1.000- 1.000• .740' J .386, 1113� .062' ' I q . .12W --1[-.125' ..06r- pp I r cs 4W I 4. .12Y STANDARD CUP 4.OW 4.000' '2.62V zc)01 (1063-10 ALUM. 2.12W 2,000! 2X6 ANGLE CUP 3' 262 X-SECTION U 6063-78 ALUM I 6003�CLAIPUM. X-SECTION 126* 04 125. .125"--- X-SEC71ON B$I .031*L z 0 Uri CENTER OF ANCHOR HOLE MUST LIE WITHIN THE lU .125, Aw DASHED BOUNDARY,SEE SHEETS 6-20 FOR THE J Z-71TV .375' ANCHOR O.C.DISTANCE MAXIMUM ANCHOR -T HOLE DIAMETEP-ANCHOR DIAMETER+1118'. 0 X4'X.376' 1'X4'X.375' 5wv- fa z MULLION MULLION 'T-MULLION CUTHERETO &OW .375* 0 to 06-346 ALUM, S063-T6 ALUM. 60046 ALUM. 3,125" CREATE F-CLIP.SEE MIN. U) X-SECTION X-SECTION X-SECTION .370 DETAIL F,SHEET 4 r z MIN.. I - I - - III I .375* 375* 2 1, -r-----'-_9 r-------n CENTER OF F3 i ANCHOR HOLE IN. 1.25T 0. 0-9 Liz -1.25 MUST LIE WITHIN THE DASHED 0 BOUNDARY.SEE Z 0 2.876-9- -4-- SHEETSS-20FOR z -1 t25O* THE ANCHOR D.C. DISTANCE I 3.w I MAXIMUM i ANCHOR HOLE I w 3.250' 3. I I DIAMETER-. -1 (j) I i '< -r .100* Ago, ANCHOR L------------ 0 :. DIAMETER ills" 2 z 0 0 L7------ I I (I) U) 2X6 ANGLE CLIP .624 .624 STANDARD CLIP U-CLIP 60113-T6 ALUM. NTER OF ANCHOR HOLE MUST LIE 6063-TS ALUM. 6003-TOALUK TOPVIEW ---1.820-1--f ---q.620' -1.620" A.11THIN THE DASHED BOUNDARY.SEE TOPViEW TOPVIEW 1.25"X 325'X.100' 115'X 325'X.62,r 1.25"XX.62,P SHEETS 5-20 FOR THE ANCHOR D.C. TABLE C BLE C,CONT. MULLION MULLION MULLION DISTANCE MAXIMUM ANCHOR HOLE Dimonslon Value(in)For Mullion, Dimension Value(In)j For Mullion: 6005-75ALUM' 6W5 T5 ALUM, 6005-TSALUM. DIAMETER:ANCHOR DIAMETER 1116'. F ==.W I x -F--- 38 ';FZV-X3.25* *SECTION X4SECTION X-SECTION G I.000 •125' 0 0.600 X.024' --r- xurninuot H 1A38 AluMlnwn 3.469"- 1 1 1 3.000 Big Tube MullIon 1 3.260 Tuba Mullion .125 .376, 37W F &187 I'XI•X F 2.625 12V X3,94" 1.37r .125' MIN. -G -0-67 375' G -TI-25 X,024' i H 2430 AlwAWm -H Aluminum --- --- ------- 1 3.250 Tube Mullion 1 3.000 Tube& complying will,ik Florida F I Z2150 jt2WX3.2y 2.813 30,Bay Mull 01. i.8 Coda G 1 0.760 1 By u airp-ovs.0-3 H 1.600 Aluminurn Aw 45- 2.2W 13Y 1 1 Tubo Mullion I (I IMI do pmdd 3.50745-BAY MULLION 2W TABLED don POT Porte 30'BAY MULLION 606346 ALUM. L ------- Muff Dimen Jflj 6063-T6 ALUM. I X-SECTION (thoet#) Mullion Std.Clip OffmotCllp U-CUP Angle Clip ........... I A' X-SECTION _<' "I • ,117 Pr� r I Rd a A pl N. p6atf Lima By I MI Dodo Im Y" IN '_2 I V31r- 12 _'O. 'K I I 1 11-X4'X.123'(10) SM 6WI11M 6WI122M 660241M 0665SSM =FT CLIP ALUM. VX4'X.37V(11) 66610 6NI12M 6WI123M 666242M 666519Mr 05 j%; .22.1 TOPVIEW V X 4-X.375--r(11) 66-653 -WQti2M 6601-123M 666242M 606519M .9 V-4 vC-- NOTES: i.2V X 15601`127M 601124M 740" 3.25'X.100'(13) 20100 6=410M OWIF5M ul:7 1.25-X3.25'X.624'(14) 2DI61 6661128M 6661125M 6602411M 66051 IBM 41- 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 009 se t2SIX3,81'X.62117M6118,112614 660241M W6517M 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. (,g) 660WA NIA WA 1 SM110M 4% .........FLO . 46 Degree(20) 1 BMW j WA WA NIA 16613311IMi 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E. 58705 t TABLE E Mull Dlmen6lon PGT _� h Pnrt11 4 e Xgg a (ahoetW) Mullion Std.Clip U•CIIp AnOte Clip '��-•125' ( .j I-.125 -ry I» ,125° 0 ge i 2"X4'X.25"(16) 66602 668261M 066271M 0665112M I � 9. o 2"X6'X 25"(17) 60604 660262M 668272M 8665113M I STANDARD CLIP I U•CLIP 2X5 ANGLE CLIP gg 2.000, 666346 ALUM. 6003.76 ALUM. 600346ALUM NO ES: XSECTION 2.125" I XSECTION 2.000' X-SECTION E' t N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •1 i •125" .725' 000 1� DIMENSIONAL.RESTRICTIONS GIVEN ON THIS SHEET. _ O iii! 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE I I•--1.490'---�T co HOLE LOCATIONS. . 1.490-+# 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. UU -6.500' � 20001 3.500• CR CUITHTE F•CLIP, 5.00ERETO 0' _ 376' W U o° O .375' C i SEE DETAIL F, •376" MIN. m Z M r MIN. r-SHEET4 MIN. 375' O r-------- ------•--------• � Z � t I t -- -- T+----'----------------1 � W m � = z jDD* .250• -t---- ----- --t- 3.438 @- + 3.430' 2Xd'X.T6" 1 1 MULLION I I 3.436' I i 4 0 Z 6063-T6 ALUM. i ( i I i i F �" a3 O XSECTION i 1 IL t 375' N Z $a i +._ ______ __i___ _.. __� _ _ L___________-_________� MIN. w O M L- STANDARD CLIP U•CLIP,0063-T6 ALUM. 2X5 ANGLE CLIP CENTER OFANCHOR HOLE MUST LIE 6W346 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063TOALUM. Q 'S` O O .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW 5E0 FOR 2'TO EWSON.SHEET 16SHEET 16 WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �",S L SHEETS 6-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR D.C. DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER VIV. WITHIN THE DASHED BOUNDARY.SEE DNMET£R ANCHOR DIAMETER 41110`. SHEETS 6-20 FOR THEANCHOR O.C. 6.500" DISTANCE,MAXIMUM ANCHOR HOLE 2000, 3.500' CUTHERETO DIAMETER:ANCHOR DIAMETER+1116'. -5000,--- �'_ �I .375' ---"j CREATE F•CLIP• MIN. r-SNEETAAIL F, MIN. rr 376" MIN. 375' t I 1 I 1 I i t t 1 1 t 1 ..^i2GfTt)C'i'RRYISEI) t 1 astomptyingtvithdkcRod& t i j t t Dtulding Coda I 1 I s t Ampianco No 1"211�S.03 B pimlidt Ik4e 24�) i t .260' _ I I By 6.000° Q- _�_,_ .�..__. �.4 _ 4.688' �_..�p...--_ 5.438" R +----_ _ __...___t MI 11.4 N' I I t t 11141 t7t71 t I 1 6.438' I 5A)W I I t i ! \ i 2X6"X25 I i 1 15•.• ,yCENSE•'..'FA i MULLION 006346ALUM, j I I I = 'ri No.58705 X•SECTION I i i 375" ' • `-------- ----- ------=-t' -- -^ L----------------------- --_-- .MIN. - /n1 •- $1A L. f-�.'SO 250• STANDARD CLIP UP 2X5 ANGLECLIP �C��v ��:` TOMPVIEWUSED FOR 20X 66TMULLION SHEET 17 - S� M TOPVIEW � �E TOPVIEW A.LYNN hhILLER,P.E, FL P.E.#58705 EXAMPLE 1;SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01.80.0 PSF. NOANCHORS IN HEAD 1)INITIALLY ASSUMING THAT i'WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS T2-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 2-114"AND WILL MEET OR EXCEED THE REQUIRED 13•R —' DESIGN PRESSURE OF+60.07.80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. '"+ 'l—SIFE — SEE FROM TABLE 3A,SHEET 7,THE P X 2.T6'X.375'MULLION{LENGTH=72,OPENING WIDTH=70')MEEi3 THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+t-58,3 PSF AND WOULD FENESTRATION oETAits• NOT BE SUITABLE FOR THIS APPLICATION. a PRODUCTS SHEETS w APPROV 23 T FROM TABLE 4A,SHEETS,THE 1"X 2.76"X.650'MULLION(LENGTH=72,OPENING WIDTH=70*)HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d MULLION OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LOS. N LENGTH ^. !w 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X6 to ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 886 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z SEE OETAILs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O sHEEiS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J �-2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0 tK co IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+"0,0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 036 LBS,ALTERNATNELY, W o O 1F' 3NOANCHORS S{IN WIN-o-a�W SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: im 0 MULLwIDTH636 LBS - 1' G WIDTH co tD {6D ASF}X 72 7 PSF -524.9 LOS (MAYBE USED TO QUALIFY#10 STEEL,SCREWS FROM TABLE 4B) :> THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.318.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01-55.0 PSF. FOR THE VERTICAL MULLION: `r 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+7Y+1'-105"AND THE OPENING WIDTH IS 36"+36'+1'=73",REFERENCING SHEET 25, Z N O THE COLUMN USING RECTANGULAR LOADING SHALL HE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-WAND WILL col to EXAMPLE 2•MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+SO.O/s5.0 PSF. THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N J a MULL WIDTH FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=105',OPENING WIDTH=SO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-16.1 PSP W D. Y X �r AND WOULD NOT BE SUITABLE FOR7HI9 APPLICATION. U U) FROM TABLE 12A,SHEET 18,THE 2'X 4"X.250'MULLION(LENGTH=108',OPENING WIDTH=BO')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q Z N _ DESrEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.SEE � Sx 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'=74',NOT 73-AS PREVIOUSLY i PRODUCTS ASSUMED,VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(36-i12"+35-112Y2'-73'). r. 1 _ 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VER CALI I CONCRETE HEADER AND SILL ARE S"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THEW.CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. LENGTH MULLION' SEE L `L - USING THE STANDARD CLIP NTH(6)3116'ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE d DETAILS, DETAtLE, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. OPENING SHEETS 2,3 _SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT FORHoRm BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X 260'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER 7 /� MULLION TYPE COULD 8E CHOSEN. PRODUCT REVISED 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72'+2'=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALRRIANGULARLOADING MAY BE 0.4n+mPiyLiingwAhftF(ai� USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(Q LENGTH-42",OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHIGH EXCEEDS THE Auildp� 1*-0212'.0 3 SEE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. R ccowpamt Rata 2a 3 DETAILS. AILS 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 6• By 2-3 WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mimn ttodue%1 L (4)3l16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED o I I I I I t t ANCHOR CAPACITY OF521LBS. I,YINN A1/l��f/ice 33".HORIZ. 36",HCRIZ. II d)FOR THE U.CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U•CLIP SHOWS THE ANCHOR ��`.• CEfJs r % MULLLENGTH MULL CENGTH�( ;. ----++ILII ANCHRYIS1014 EISLBSWHENUSING3ANCHORS,WHfCHISGREATER,ANDTHEREFORESURABLE,FORTHEREQUIREDANGHORCAPACiTYREQUIREMENTOF521LBS.THE OPENING WIDTH FORVERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; !/ 1 +)-170.0 PSF FROM THE 30'HORIZONTAL MULLION ATTACHING TO CMU: -^fI•, L+}j 1'O r" +t-170,0 PSF FROM THE 30"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). S'AIF 0' It THE LOWEST DESIGN PRESSURE IS+1.64.7 PSF AND WOULD APPLYTO ALL OF THE MULLIONS. �'��„'•.,/.{OIIIpP,.•'{�; VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED INA.LYNN MlLltr ,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FIL P.E,#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: p n n I -- PW PW d o _.-PW SHIDH SHtDH SH//DH SHIDM '" ryj PW PW cr) i m In w co o O LOADING OF VERTICAL MULLION - LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED J DOOR SGD LOADING OF VERTICAL MULLION PW 1 LOADING OF HORIZONTAL MULLION IL o Z LOADING OF HORIZONTAL 1 - h d i— PW ... ...... ...." .i'... i Q Q Z N r" F LLxl � .a ! - I -.._. W Z PW _.. MS111DIi ❑ YSHlDH SHIDH SH10H SHIOH IO /�L( IaV7 z— A . 1 __.. LOADING OF VERTICAL MULLION LOADING OF HORIZONTALf MULLION I / SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLIONI I pyV PW � HR LOADING OF(2)HORIZON ULLIONS LOADING OF HORIZONTAL MULLION LOADING ULL OONIZONiAt P HINGED i NOTES' „-A(VaUCT I(PVISED DOOR PW PW I ds mmplyinE��id�Wa Ftotide i 1)DRAWINGS ARE puilding Coda I RERESENTATIONS OF TYPICAL Accatacnss No G PW CONFIGURATIONS. imli tYAs ZS7 CONFIGURATIONS NOT SHOWN PW MAY BE EXTRAPOLATED FROM Miran Product 00 1 I J — .. THOSE SHOWN. 2)IF THE LOADING TYPE CANNOT BE DETERMINED,USE `� .t��,.••"•"••.tl� fi PW PW _ PW RECTANGULAR LOADING. .'��(E.Na4" 3}SEE PRODUCTS APPROVAL FOR No,66705 W 1 f ACTUAL ANCHOR LOCATIONS. i LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION ] f .,0 S�• t�j t PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I t� srAfE,OF LOADING OF VERTICAL LOADING OF HORIZONTAL A.(yWAlNi;R'-o'E. MULLION MULLION FL P.E.#58705