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Notice of Acceptance
PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subnatted under previous NOA No. 10—0819.05) 2. Drawing No. 6300JR, titled"Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A7, signed, seated and dated 10/15/13 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 02128/11, and addendum letter dated 05105111, all signed and sealed by Marlin D.Brinson,P.E. (Srtbrnitted under previous NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and shuctural analysis, complying with FBC 2010, prepared by manufacturer,dated 09/20/11,signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.11-0922.01) D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC 2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) r JahneD.Gasco ,P.E. Product Control Section Supervisor NOA No.13-0815.05 Expiration Date: May 26,2016 Approval Date: October 31,2013 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab,Inc.,dated 02/28/11,signed and sealed by Marlin D.Brinson,P.E. {Submitted under previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. '(Submitted under previow NOA No.11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their"PGT Belies Aluminum Clipped Mullion--L.MJ.",approved on 12/08/11 and expiring on 05/26/16. f`r A Jaime D.Gasc n,P.E. Product Control Section Supervisor NOA No.13-0815.05 Expiration Date: May 26,2016 Approval Date: October 31,2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NONIMPACT OR LARGE AND SMALL GENERAL NOTES: MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE W ADDITION TO ANYANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL,APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE GENERAL NOTES..._.................. 1 91 INSTRUCTIONS. ...................„........ 1 EVALUATED BY AN EXPERIENCED INSTALLER FOR•THE BEST INSTALLATION METHOD,OPTIONAL 1X OR 2X WOOD BUCKS IF USED, ELEVATIONS,...................„............,1 d FIGURE 1; MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MULL T02XWOOD.....................2 �x a MULTIPLE I--OPENING WIDTH FOR VERTICAL MULLS ARCHES TO BE MULL TO iX&MASONRY............2 MULLIONS I / - SEEDETAae INSCRIBED INSIDE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLIONS INSTALLATION NOTES...................2 d a-0,o HI I 6�6 Gum HAVE BEEN TESTED AS'FREE•FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL To MASONRY„„......__......3 SHEETS 2.3 NOT HAVE A OAP OF MORE THAN 114'FROM THE CLIP. I'MMULL TO STEEL STUD..... .„.,...9 e a MULL TO MULL.......,..................,„3 N ANCHORSPECS.„..................-..3 Z X 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ALTERNATATE CLIPS.....................4 L LL! i i� ��♦ DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180,THE 113 STRESS INCREASE WAS NOT USED BAY MULL INSTALLATION..............4 IN THIS ANCHOR EVALUATION.THE 1,8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 x 2X,128 MULL spEC8......,...,..6 1 X 2 X.376 MULL SPECS -.j 4)PROPER SEAL[NO OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1X2.76X.876MULL SPECS....„..,.7 �� 0 IX2.76XASMULL SPECS.....„...E Z SEE DETAILS / I /I I /,I INSTRUCTIONS, 1 X 3,126 X.600 MULL SPECS,,..,...p W O ATHRU 0; / I _ _III _ I BEE DETAILS 1 X 4 X.126 MULL SPECS.............1. F s SHEer3 24 I ATHRU o; 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCT S TO DETERMINE PRESSURES AND 1 X 4X.378 TUBE MULL SPECB.,..11 T SHEETS24 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 21,FOR MULTIPLE UNITS,CONSIDER t x4x,37s T MULL SPECS It E- / I I 1 OPE LNG ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1.2 4 X3.1288 X.2 SECS SPE .A2 13 Ve HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS814ALLAPPLY. 2XSX,26MULLSPECS.............14 Z W� 88� �p LENATH HORIZONTAL B WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 3V X .2a x Y M LL SPE E09.„16 ? � 11 ) 3D•X 3.28 BAY MULL SPECS 116 1¢ 8 SEB DETAIL E, M LL 46'XION BAY MULL NSIONPECS...,..,18 '. SHEET 7)ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,WOOD BUCKS BY OTHERS,MUST MULLION&CLIP DIMENSIONS..,.. �- BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT EXAMPLES I&2..............„..,.....,.2/ Q AS APPROPRIATE FOR SUBSTRATE MATERIAL,DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT LOADING EXAMPLES.........„.,....,22 FENESTRATION REACTIONS. ? !! o ,g¢ 8 PRODUOTS MAY B)REFERENCE:TEST REPORTS;FTL-8443;ELCO ULTRACONIAGORE-GATOR NONS;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; N E 01B/9 TYPe, ADM-ALUMINUM DESIGN MANUAL Z Q MANUFAOTUReDL erpor. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLYWITH THE REQUIREMENTS OF THE FLORIDA BUILDING Q (g O CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH d PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, /SES DETAILS HORIZONTAL a•D,G,HI 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. MULL SHEETS 24 LENGTH HORIZONTAL UJBTRUG710N8: MULL — LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBBlFT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING M'RECTANGULAR'OR'TRIANGULARIITRAPEZOIDAL•, ADDITIONAL EXAMPLES OF MULL'CONFIGURATIONS; 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT'I FROM TABLES 1A THROUGH 13A,ON SHEETS 6 THROUGH 17 PRODUCT RB LSSD ne eoniply6lBg w11N 16e PIorWO }} HORIz.MULLLENGTH RESPECTIVELY,USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING ButldlnSCodo MULL r--opeNlt�o4YIDTH--I ""'I VERTICALLY OR HORIZONTALLY),THE U LIO CAPACITY LBS 'I LENGTH I` NL1F1'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Acwptan A oal��'� REQUIREMENT(LB81FT�1 FOR THE OPEnINO OBTAINED INSTEP 1), e IR 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS),THIS MIIw Dao to au Carom' VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL N� ` �, d VE MULLION CAPACITY, \\1{111111/// PE NG ` LL LENGTH 6)FROM THE ANCHOR CAPACITY ILBS1 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `��\�pN,.••' •'•.,/(( ��/� 0 'Hm M .;, LENGTH L ::,:• ANCHOR/SUBSTRATE/ANCHOR CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THE REQUIRED �� �a�; �GENSE'•, !y R'/, i^ L ANCHOR CAPACITY 18 MET. 06 * ' I OPEIIN&ADTN * No.687 SINGLE MULLION SINGLE MULLION FORVERTICALMULL 7)IF THE MULLION CAPACITYILBSJFPIOBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(1891FTq OPENINGimoTH FOR THE OPENINO.YOI�MAY UBE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWERANCHOR CAPACITY A. �FORVERTICAL MULL REQUIRED,WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE -)SEE CORRESPONDING DETAILS MULTIPLE MULLIONS ��O'• STAT FROM FIGURE 1 ABOVE. 8 VERIFY THE DESIGN PRESSURE RATING(LBS/Fl-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL ` \ MULLION CAPACITY(MULLIONCAPACITY(LBSI�OBTAINEDFORTHEMLLIONSYSTEM,THELOWEROFTHETWOSHALLAPPLYFORTHEENTIRE �i�� S'F(ORIOP•'�' %% 9)HIGHLIGHT OPMULLED TION USED AND AION PRODUCT ASSEMBLY. LE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORAPERMIT. ////"U MO 1"1\\\ A.LYN�IuIII LER,P.E. FL P.E,$68705 DETAILA: DETAIL B.- UUIDN MuIUDN MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKBTmP TYP,ANCHOR a AND PERSUBBTRATH, OR WOOD FRAMING WOOD BUCK AND MASONRY x ATTACHMENT SEE SEE TABLES 18.108 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOTHERS, SEE NOTE 1, I MULLION SHEET I. 1 104 ' BHHSHEETS .' b I i MIN 2,71031 r•;,•� ;�,�;:,.f'. 8008 � EITHER THE ,° I I 10.20 FOR HOLE .d I I OONCR6T80RCMU" STANDARD On .e I' LOCATIONS .4, •I �-. DISTANCE, 3 OFFBSTMULL •''• EDGE m I SEHBEfiTABLEB vy • ,q m FOR DISTANCE 1B•10B CLIP MAY BB I DtBTANCE :v a FOR MASONRY INSTALtHOBYd I II FORW000 •• ANCHORS W Q N THIS METHOD, °•qSCR8W8 e a I ( W ' .200•MAXFOR d q I I SIDE VIEW LLJ ..° .y ALLMULLIONS d,• ° + L7�, ,° .. ..d d 1 a. °. + • ° BTANDAAD H O e • •• ° „q '. . . ./1 °• 'a.e v .d. OFFeET MULL Z o. .. CLIP MAY BE }a� d a• °.° EXTERIOR ° ° ° e. ' rHiet�nanDioa ,� 8 O q FOR a• °• '� ° MAsoNRY c'• O LV ANCHOA9 •. I•� 00�� LJc V3 O O EXTERIOR °d 'e° °•• °,e 9 N a V o TYP.ANCHOR TYMANCHOR {I TYP.ANCHOR /-'PERSUESTRATH, PERSUBSTRATE, 8$ JI PERSUBSTRA76, / SEB TABLED 19400 SEETABLESiD•1011 SEH TABLED 184013 // HDOT:ItiND SEETABL [A?1ACHMSNT BEE TAHLEB AND EMBB MHNT SUCKBTR� 08 , ! :�.;;rf t.; • a r, • ' YOTHERS, AND WE MENf' ��•I ;;' r: •x}' EE NOTE I, ATTACHMHM ' •, '; ..!'•:r�!',.•i i ',; ,'t, r• ,. ;i1•. ,.1 BY OTNHRB, "c: ..t.••, ..• Vin. "�•: : ' .+ SHEET I. '1 '7t•: : Sfi8 N0T81. -4- SHE8T 1. +�' r•;•, '� ..•.•,,,•+,r.,•,�.;t,• 'i;' Vii' .•r' r,i'.. '•~' , MM 2.7 KSI CONCRETE OR CMU • SIDE VIEW NT VIEW PRODUCT RBvtsnp FRO • � quconlPlylng1YIINILgrlmWD , FRONTVIEW BuIonBCodq 3� S Ac tgnw Bff Dat INSTALLATION NOTES: C 0 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Ia-D Du-04 SHOWN ABOVE ARE FOR PICTORIAL REPRESENTA71ON ONLY BECAUSE THE AN,CH RCA CAPACITY 8QUANTITY OF ANCHORS AND MULLION S1BASED PARTLYON HEANCHORTOANCHORDI TANCE THE .�� �0`1V LYNN 41, i1�,r CORRECT QUANTITYAND'LOCATION OF ANCHORS MUST BE FOLLOWED",'REFER TO THE TABLES ON THE `� ✓'�CBN3e ''. )+ i� FOLLOWING SHEETS,FOR DETAILS A-D,EITHERTHE STANDARD OR INTERIOR CUP MAYBE USED. S)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD, `* ND.68706 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL G SHEET S, L IDI I 0'• STA E O '�/�� 6)FOR MASONRY APPLICATIONS IN MIAMI-DAOECOUNTY,USE ONLY MIAMI•DADECOUNTY APPROVED '50, SAN ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS, tC NAI.Oa.� A.LMM1N MILCE�i,PIE. FL P.E.968706 •1 DETAIL E: r DETAIL C: MULLION TO MULLION AA MULLION DIRECTLY ATTACHED TO INTERSECTION NOT15% MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR'CROSS' �$ (STANDARD CLIP SHOWN) INTERSECTIONS. V ARIES �x i 2)MAY BE INSTALLED HORIZONTALLY EUHER H8 I (SHOWN)OR VERTICALLY, TYP.AHCHOA OFFS" 1 EFP UBLFOIB4 SEE TABLE91�4$0 3)SEE U•CIIP DRAWINGS,SHEET91&20 '8 4 iNBTAtMLEOSY 1 i r i, ., a AEd1ANRYE TOP VIE MuuwDN FOR CORRESPONDING MULLION 0m THIS M6IHDD ANCHORS VARIES-�---•y • ' { I Iv(A" v 02STEELBCREWB, T�f SELF•ORILLINO OR PREDRILL 5... ' e• ° a c `` ��; MULl10NAND UBE$M$ LU m o Ul EXTERIOR 4' 4 s MULLION Z 1 0 SDDEOI$TANCE .e :.° _ ��. Q FOR MASONRY- e` .� ANCHORS +♦ '. �• NTMSEOTWN ^ a ° �( ° TYP.ANCHOR EXTERIOR••.4 PER SUBSTRA70, d //'�BEESABlE8114013 ANCHOR SEES SUBSTRATE. R PTYP. OLIELUCATIOH8BUCNBTRIP EEA8lE$19-i89ANp N Ir p FRONT •ir . .+�. ..•i.,s' a':'. VIEW ATTACHMSDIST1AEDNGSE HERB. SEETABLC Guam 8HEE8i'STB EDGE 4 •.,rl"�"BEE tABCLEa MIN 2.7 KSI CONCRETE OR CMU MM 2.7 KSI CONCRETE OR CMU 16•10B .SIDE VIEW � FRONT VIEWSIDE VIEW DETAIL D: -m f L MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: TRUCTURe 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, TM ANCHOR A PERSUBSTRATE, 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL $EETABLE$1B40B.REPRESENTATION R �,, PRODUCI•RBVI BO ONLY,BECAUSE THE ANCHOR CAPACITY 18 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEE SHESTe as comFlying lvitA Sla l+tartda CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE .��, 19 HOlq SuifdingCada �� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, ` ������ LOCATIONSuPtSnta Aao DS 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD, ~� MULLION . OF adCaum d)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. o T� - 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED1 T 1 I I I I!t ELCOULTRACONORELC01t4.8.9,AGGREGATOR MASONRY ANCHORS. «;- DISTANCE FORBTEELSTUD84fBl TiRHAN SESTABLE$ FRONT VI 16 OA 18.108 AttA HMENTSYOTHERS MUST USED. EXTERIOR USSWOODANCHORSPECS SIDE VIEW mm " 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD %� 8 A ES F W ANCHOR VALUES MAY 8E USED, SEE CORRESPONDING MULLION T , SHEETSS-17 FOR QUANTITY OFSCRAEWS. A Y tGitdlL R,P.E. FL P.E.#68705 DETAIL DETAIL DETAIL-H: . _ � G: :_ FIELD-MODIFIED MULLION CUP ANGLE MULLION CLIP ,BAY MIiL�UON INSTALLATION (F-CLIP) (ANGLE CLIP) :(ANGLE CLIP} SSE OETAILEAt. 3W OR 46- �x 6 SHEETS RAND 3 FORINSTALLAVON TOSPWRO8USSTRATES, - OAYMULL MULLION %I O 0 O O O EA 0 0 0 0 0 O 0 TOP VIEW SDEVIEW LU U SHOWNMTUtLLION .isa' " TOP VIEW i i z zg EXTERIOR i I i I i PERau8CH8TPntE, v T 1 SESTABLES 120 OR 130 U STANDAROMULLIONCUP I ER8U08TRATE, I I EXTERIOR.ANCHOR L Z CONDNOIitONB. „ MODIFIED TO FR FIELD I SESTABLES18.110 c6I r I i �/• �rp SCLJK I I I I 2 FAM WON END,MUST 8E IiV MULLION I I INSTALLED INSIDE OF DAYMULL. t�$ I C a o I i s i I i i ui I I 4 1 I ANGLECLIP 4 V3 07 ANELECLIP ? y 2 PERMULLSON ONO, Q ttQ7�} o MUSTESINSTALLSOy � } I INSID90FMULL i TYP.ANCHOR PER SUBSTRATE. SEE TABLE810.103 INTO WOOD, t•�' STEEL,ALUM INTOWOOD.STEEL, 8TANDARDCUPTODE EXTERIOR EKITRIOR ALUM,CMU OR MASONRY MODIFIEOIN-FIELD. - MEMOR �F C�EOiLti6po-N _`�• is RccomppiyIn8fltY1thl1wFtaida FER �� Q ' exdplalsONO '� INTOWOOD,STEEL, - Dal ! D ® ALUM.OMUORMASONRY EDGE a� z pyt DISrANCE a Fro UCL aalro PER ANCHOR PERANCE AMR E -"NOTES'FOR'INSTAttAT10N OPTION G3Ht `���tb�y`I LYNN i)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. '`�tCENSO`' 'rte NOTES FOR INSTALLATION OPTIONS F: :' 1)DETAIL t8 NOT APPLICABLE FOR THE HAY OR 1.28'X 2.11"X.126°MULLION. 2)DETAIL 0:SEE TABLES 18.1 iS FOR ANCHOR QUANTITIES AND SHEETS i8.20 FOR HOLE - *t NO.68705 LOCATIONS, 2)SEE TABLES 18.108 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS, 3)DETAIL H:SEE TABLES 12S OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR •'� 6)�✓) W 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. HOLE LOCATIONS. o STASE OF FL P.E.#58705 TABLE 1A r Mullion Capacity Table lbeNt2 Oponln0Width(forvallcaI -apamlrgmulqOro)orOponingHolght(forhOdzotttaly44ponliremuutona) o!cd 6o In got" Tato 00 In Coln f001n 1201n 140 In too 01 Red onpulm Tmpr7deng. Roots a TrapiMenp, R441anpWar anp. Retfonpatar Trowflang. Raotenguon 7royRtlMo. RaotanpNt4r TmpTdone. Raetnnpulor r 1tepR0Ing. Raobnoutar Tnpr7dano. A 4 1X2,.126 loaning Laaalnp Lanirq Loaning Leading Loadag twang toedlnp Lmdng Loaft Loadit; L60*11 Loaft Landing leaning Loadarp Uadtng Loadnp yr $$ Alum.Tube Mullion I la 1 11 h fill, 11 h III II ¢ a 42 la 11111.01 406 120.6 332 03.2 4a6 I}0.5 320 70.0 406 107,5 321 091 408 1001 319 02,1 408 104.0 310 $5.0 406 1104.01 310 40A 408 104,01 310 35,0 406 104.01 319 36.0 400 1104.0 gig 48111 74.0 312 03.0 250 62,4 312 73,4 262 034 at2 67"0 248 46.8 312 63.2 248 41.0 312 81.3 244 37,6 012 81.0 244 $1.2 312 01.0 241 20.8 312 81A 244 23.4 312 61.0 244 80.02510 63.0 201 10.0 234 63.2 201 01.6 226 45.0 281 00.7 224 39.0 201 02.1 222 35,5 281 60.1 220 31.4 281 49,3 210 28.0 281 49.3 210 22.5 251 40.3 219 20,0 201 40.3 219 CL 41 to 62.0 247 07.0 207 43.0 247 49.8 202 N4 241 M.0 100 321 247 N.6 108 20.2 247 39.4 104 20.3 247 30.4 103 21.9 247 38.1 103 16.0 247 30.11 193 18,4 247 Sat 103 S 00 In 30A 200 41.2 170 32,0 200 35.4 168 27.4 200 31.8 103 24.0 200 269 180 21.3 200 27.1 169 102 200 25.9 161 15.0 200 25A 186 .3 63 hi 33.1 161 30A 155 27A 101 30.3 162 23.7 151 20.0 He 20.7 .101 24.6 140 164 181 221 1144 16.0 101 21.7 143 Dein 26A 105 304 142 24.0 106 =I 139 201 165 23,1 130 10.0 105 21.0 134 Z 721n 22.2 730 23.3 420 18.8 139 t9.0 110 120 739 17.8 its 781n 101 1211 10.7 109 15.7 126 10.0 167 �•F 0E12 75111 17.6 1t6 122 104 " •ter T BLE 1 ANCHOR CAPACITY ADJUSTMENT FORMULA; k. AnahorCa sofl7Tablo lbs ANCHOR CAP. , , r!1 Q O e una 2.7,txncm a 3AIr pons W u mesad emu Mew (DPW)X� )=ANCHOR CAP.,,, 6718'EtOa 1rM 8a Etoo 0ri8.8taaN2* Af08.ae1 81201021 01281e01 MULLION CAP.,,,„e, tLLi!! AnftT7pa: 3n6"EkO latra4m 14"Eleo Ullman 3110'81oo Ulhocon 1M"EIan Uilmron tY_ x $Z AmborCllppaltarm U66oa0 AW6021or Ullwon 84mw(g5)ocrow(gs)samw(45) USE THIS TT ty go Edge iteaea(08 t' 2•vz 1' 2•tr2' 3.a• r 2.trr 1" z. 2 Dare" o,4a- 254" 2324 CAPACITY REQUIRED'CORRESPONDING TO AN Q Emnedmont(nt 14 V 1.N4" 1.3+4' VV4' 2' I./74' 1.1/4" 1.714" 1-14° 1414' 1+14" 1+110' 7Are" ace rate 4 ACTUAL PRESSURE REQUIREMENT FOR THE i.. O2Amt as n o, a ar e c g, 4 os Z a 7 894 Zb OPENING,WHEN IT!S LOWER THAN THE MULLION4Anohon i97.19'Mhr.O.C,fatindan!(6r01hety CRplf3i.27 460106 0o A =Ito WA WA A A 2 ea 640lbo 1120 m) CAPACITY(FROM THE TABLE)OF THE SELECTED2x6ArgioCepa F .a 04 700tbo 0804 1660tta 1696100 0100 6001aa WA Too las odea) 680109 662us 640Ito 1720oeMULLION.IT WILL YIELDAMlNIMUM ANCHOR Ix j*4 0.4T Min q.a/LFLttp tnta tf9' m.(Fie 47 wA WA WA WA wA WA WA WA wA wa wA its tb4 CAPACITY WHICH MAY BE USED TO QUALIFY 7r-COF(p.67 tgslaa 10710* 22b 101 44s1)a 82212 t35I0o 140100 Tfl lbe 310100 2341b0 832IM 1elloa 2faRe 260tH ADDITIONAL ANCHOR OPTIONS FROM THE 2Aniaon@1.1C tdIn.O.GrF tFU.By' 240= 2WIts WA I WA WA WA 190102 1 WA WA WA WA WA 3281ba 420iM 66ptba ANCHOR CAPACITY TABLE" NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. y'. � FIGURE IGUR,E x TABLE NOTES: ODUCTSUtYlSBD 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, R a ODUCr 41110 d7ol+yotWo ! � SEP SHEETS 2.4FOR GENERAL INSTALLATION METHODS. -•"I Iu0dI6aG�o 1.000' f+- a4roptancaNi 2eiP, FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ` 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 1820. 10x5 6 Fro 1103 nlro a] * HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20, 2 OOp• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 ANGLE CLIP MUST BE USED IN PAIRS, SUBSTRATES� NCRETES.HOLLOWAND ,126" ���` �'{4YNN�j� �Lii� 40NCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ATO 1STM G 80.301 yWOODSNHALL 0E PRESSURE TREATED GROUT-FILLIED �`�`�� 'VICENS ' FIGURE 4. FIGURE 6: FIGURE 8: : ;' '•, �i YELLOW SOUTHERN PINE WITH AN SG OF 0.118.ALUMINUM SHALL BE 8069-T6 AND SEA MINIMUM OF.1217 T i * ` THICK.8EEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT No.06706 Tp X 2'X.120'MULLION * THE MATERIAL. ANDA38,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 7HRl'eAO9 BEYOND S %�3 �.: � ;SS�OlVA4 A.LY'(dN1Ml46E P.E. FL P.E,#68706 1 a TABLE 2A Mullion Capacity Table lb61A' � Opening Wt1lth forvutllc11 elviingmHOoaa aigh at0 enlngHt(forhodzor*Aa1*9P91yingmliBo.AS u�i~ha` win 611'4 79 In eo if, Win 10014 1201n 140 in ia0 in Reaevulet TtapTdag7, RecUrOWu Treprdang Raclengutar Ttowliaoo. Redomolar TrapOWna ROoienpuitl T1dr/0$M RactanguLt TrWN04a Rede As TnpR4a.8. ReoUngWar TreplTMn9. Raotanpu a Tn9n4olg. 4 1x2%.376 toadire Loadrg laminp loading Loft thwol; tcadn0 tmdMo Loadag toeng toad]M Lo" LOadlrq Logan) Lwdln0 L04119 Loodna Loadrq �yr Mullion 1 II 111 11 11 11 11 11 1 Q �L 421n 170.0 820 17x0 438 1613 fel 1704 418 129.7 60'1 free 008 113.6 692 180.6 615 100.8 Bot 1680 Oil 9111 002 1604 611 747 092 We 6117 64.0 682 1084 617 60.7 602 1840 611 0 48 in 1218 607 13x0 419 1101.4 607 119.2 410 a1.& 807 100,7 403 78.0 ON 1020 399 07.6 BOT 846 391 e s 807 00.0 389 60.7 607 MO 398 43.4 807 09.0 390 36,0 B07 010 804201h 103.1 4W 114.0 370 BOA 458 RD 311 74,1 458 MO 004 666 438 84.8 360 57.0 486 61.3 30.7 61.8 488 0.0.0 386 432 450 Bao 360 37.0 450 goo 389 324 411E 600 380 �r 8401 89.4 400 03.3 330 71.2 400 60.0 328 81.0 400 72.7 322 644 400 07.3 310 474 400 84.0 316 427 400 023 314 36.8 400 81,0 313 Me 400 et.e 313 20.7 400 B1.B 313 m x D• DOM 823 324 664 278 610 324 67.8 210 44.6 324 81.2 254 39.0 324 460 200 34A 3M 43.9 207 311 324 42.0 266 26.0 324 40.6 263 72.2 324 40.6 283 10.6 374 40.6 283 idi S� 6314 834 284 61.4 262 44.0 294 49.2 240 30.4 284 434 241 338 204 30.8 231 29.0 294 37,1 234 20.9 294 35.2 232 224 294 all 230 10.2 284 034 230 111.8 204 334 230 ? tan 0014 440 260 494 230 39.0 204 424 226 33A 266 374 221 29.2 286 34.1 210 200 206 31,0 216 2314 209 216 212 1" 286 26.0 210 10.7 206 27.7 207 14.6 208 27.7 200 7211 We 226 31.0 190 Oa0 223 32.2 101 26.7 225 20A 160 226 226 28.9 109 20.0 225 236 102 10.0 220 22.1 100 16.0 225 MO 177 724 226 10.8 IM 11.3 226 110 170 T8 f4 340 202 020 177 2&5-1 2021-2V7.22 173 2t.9 -20-2123.9 170 10.2 202 21.5 187 17.0 202 117 189 143 202 i6A 183 120 202 ia7 ISO 10.0 202 154 183 0,9 2011 148 160 4n 7014 21.3 172 29,8 -2-3.01-02-1-25-18B . 166 20.2 -4-92-T-2101 162 17.7 192 117 169 15.7 192 10.1 167 14.2 102 146 168 M102 16.2 162 tai 102 14.4 iso 1.a 10114.2 160 0014 1&8 144 104 129. 164 144 fat 128 9811 1&2 127 1%6 113 (•: O O TABLE 20 ANCHOR CAPACITY ADJUSTMENT FORMULA' r�1777 AnchatO6pecltyTbbto(M) ANCHOR CAP`--) X S2 Q u u0.a o 3BM Coma aOONc Fdiad CNu illi (DP.,.)X{ _' ANCHOR CAP.- N 6."8'610 trr 80.Eiao 918'Efeo trd"SO Eko 8'08tee1 6128ke1 51281ea1 MULLION CAP.,„, . 5+ MobaTy9a 3110"84c6 U1new1 174'E1oo wuaeol 31111@'61ed Nlteeon v0.'Ebo unraeon USE THIS FORMULA TO OBTAIN THE"ANCHOR r AtichotGlPPo00ms 1Atlooal A841tefUta7 Unman4111ApgroGola Oclew(06)8oraw(06)acrew(00) Q Q Eoge pNa4ae on): 1° 2.117 T' 241r 3.18' r 2°H7 i 244 z 3.1r6 r a4m 0.114 oa2a' CAPACITY REQUIRED'CORRESPONDING H AN D. EnikdnlOrA n t 4° i.Qfa• d14' TS4' r -3TIF Int 1. a 1.10.• 1-N4' T 1;o, 11aie' Udo note a ACTUAL PRESSURE REQUIREMENT FOR THE y �, x Ano a o,G s a or 0 t c6v g 08c IW x7 084 no a OPENING,WHEN 0718 LOWER THAN THE MULLION a 9.6 43 t1s(4h O.a Is16ltlaM1aa8e41 capiFq.7T 4001ao 1001m WA WA A 30070. A A A A 8621 1110 iW 112pt0a CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anrvm@ 'MIn,Ga11212t6018c7 D1.3r 7e0Ra roolas awm i6B010e 6@8100 80.024 60008 RA T601W 0301M 600@0 27B/Ibo 10. 9a07M 1120Nn MULLION.IT WILLYIELDAMINIMUMANCHOR 2440.0.0.8®0,48'Mia QC./ IIA Into ife•Alum.Rg•4L wA W A wA wA wA WA wA A WA WA T1016t CAPACITY WHICH MAYBE USED TO QUALIFY i roroF�COP(F+aat 96110 19510 225140 4499» 82211» inwe 14o1m mad 0.701180. 234100 3921aa 611 163 Re 2 its' 2a01be ADD1710NALANCHOROPTi0N8FROMTHE 2Mtign 4g 116' h0.Gr F4:gp(Flp.e 240th 38710.0 WA A 1401 901 A WA WA WA 320100. 420 mo 660 tae ANCHOR CAPACITY7ASLE. NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A8 THE STANDARD CLIP. ?RODUCTRBVI96D RE to aolapllingwhq tho Florida 1' FIGURE 2 TABLE NOTES' as Codd • + 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. ,o mnw NO SEE SHEETS 2.4 FOR GENERAL INSTALLATiON METHODS. --I 1.000• �"- FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OFCNINGWIDTHS 15 ALLOWABLE. ( D 0Fill Contra 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS SEE SHEETS 10.20. -11111M.. i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 3H,EETS 1&20, 2'OOG' `�> ,(LYNN m //j FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .��� (,OIC. "Ns •<<44p'�r�i ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES'CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED FIGURE4, FIGURE 6 F)IIURE S CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED =�T: No.68705 YELLOW SOUTHERN PiNE WITH AN SG OF 0.66.ALUMINUM SHALL BE 800346 AND BE A MINIMUM OF.126' 1"X r X.376'MULLION Iu THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 MOMS'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT J� LEAST.126'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ^-O: p 5 FUS • UPJ LL Jl� w I THE MATERIAL. ) i'A ' ST TE C `+2 Z� A t�NWIiNILL ,P.E. FL 8705 I TABLE 3A � Mullion 106pacity Table 1(bale) Oponing Width(forver9oa6y spelr4ltg mullions)oro oning Haight(foftlizontenysperinlrlg MUllon6) C 0.r 601n 801n 701n OO In 901n t001n 12014 140In 1601n 1%2.76% Roolangula moomeng. Reelonguler Trarmana. Realm et T1oPRItara Roclanggor not anO• Ra0lenaula Treplhlon0, Roaangular 70PTAng, Roatunaular Tro"ena. Raclatqula Ttaplr mg. Reolangular Papr7llmg. d 376A1um, Lo 00 Loudon Loafing Laudon Loo&w Lowing Loafing Load ng LoodnO Lapdng Loadng Loading Lomrmo Loodng Loafing Load Lowing Loadig pZ4 Mull s LL 4214 170,0 810 170.0 436 170.0 741 170.0 pe 170.0 eee 170.0 609 170.0 002 170.0 e10 170.0 1116 170.0 621 170,0 1240 170.0 60.1 1467 1301 170.0 0.21 127,e 1501 170.0 621 111.6 1301 110.0 bat 40 In 170.0 108 170.0 524 1M.0 969 170.0 604 170.0 072 170.0 630 170.0 1133 170.0 eel 101.8 1138 170.0 071 IBA 1130 170.0 000 113.9 Mg 170.0 880 97.6 1130 170.0 080 86.4 1139 110.0 680 60.6201n 170A 741 170.0 683 110.0 BDO 170.0 631 187.8 1032 170,0 804 148,8 1037 170.0 723 150,8 1032 170.0 747 117.4 1032 170.0 168 01,9 1037 170.0 760 63,9 1037 170.0 760 73,4 1052 170.0 760 Q: rL 64 In 170.0 701 170.0 412 161.3 007 170.0 691 130.2 007 184,7 730 120,0 007 t52.5 729 107,6 607 146,0 714 60.0 907 141.1 710 60.8 907 14D,0 700 60.1 007 140,0 700 60,8 907 140.0 709 W 8010 141.1 735 151.0 625 117.0 735 130.3 611 100.0 735 116,0 599 e82 TS 108.2 500 78A 738 00.6 683 19.6 735 0611 618 38.0 733 01,0 614 00.4 735 OLD 574 44.1 735 RD 674 � V g 631n 121.9 660 130.0 670 101.0 666 111.5 687 87,0 806 00,0 647 70.2 660 Dat 878 07.7 ON 03.9 631 60.8 669 70,8 626 50.8 BBD 74.8 521 43.5 6DD 76.8 521 38.1 668 78.0 621 '� (U� 1 68 In 106.0 607 112A 622 e6.3 807 911,1 611 787 807 66.0 Sol 98.2 607 77.1 403 59A 007 11.6 486 81,0 601 81.9 401 44.2 607 03.4 476 31.0 607 827 474 33,1 007 02.7 474 z W y� ppp� 5 ]5 72 lo 01.8 610 86,4 µ3 86.0 610 10.0 IN 60,S 910 O4d 428 81.0 810 67.0 410 µ8A 610 63.3 413 40,8 610 60A IOe N,0 619 46,0 402 29.2 810 44,4 509 28.8 810 44.5 SAB 70 In ODA 488 720 400 87,8 486 81.7 302 40.0 460 64.1 305 43.4 438 µa3 378 30.0 408 44.0 373 N,7 406 41.0 388 29.8 460 37.7 589 24.8 480 39.0 359 21.1 468 33.7 350 J0. 7814 842 436 111.0 381 81,6 138 BAB 373 49.0 439 IA.B 500 40.1 436 11.7 S60 56.7 436 40.8 968 52,1 455 56.1 981 2B.e 439 N.4 N4 22.0 436 32,8 NI 20.1 430 322 340 h �T-. CO 9014 41.8 321 43,1; 200_ N,8 327 30A 286 28.6 527 SLA 280 28.1 027 20.5 278 252 527 20,7 271 tag 321 23,7 268 17A 327 21.0 262 14.9 327 10.5 26a ^ to 00 In NA 281 70A 267. 20.7 281 29.9 262 24.0 267 20.0 240 21,8 267 211 244 10,1 287 70,9 240 17.2 281 10,3 257 14.4 287 19,8 23x �jj M 70.11 �1O yyO 103 In 24.2 227 24,7 .205 20.2 227 20.0 201 17.3 227 10.0 103 16.1 227 fa0 108 r) X Df 8 8 611 In 22.5 216 22.7 laf 188 210 10,1 101 18,9 215 10.6 136 12014 17A 161 17A 107 x Q TABLE 3B ANCHOR CAPACITY ADJUSTMENTFORMULAI d 0 O AnohorCa aoltyTablo Ib+ ANCHOR CAP.,,,,,,,., O u tmttt 27NConUae aakcana. o cm FIRMCM10 Pi mat.l (OP_)X( ,-ANCHORCAP,_ 6lfe•Eke 114`80eloo OF70'Elao 114"89Eloo 9100teol 91281001 412 Steal MULLION CAP,,,,,,,, Meha ryptt 311e'EkoUltr.aon 1141 Elco Ullrxon 3110'910.0 Ulrmen 1/4'fileo Ultrocon _A0gte0.ter-Uemaon--Ammo+lor scloA(85l sor0M1061 eorew(097-' AndlorCi(pPetlelrn 'ws0C01- CAPACITY EOUI ED CORK SPONDIANGTOAN �'� CHOR Edpo q.lenw(In 1" 2.111' 1' 2.110.• a•1/e' 1' 1' 0..112' z' 3.173' 2' 0.46' 0.0.4' 0.300" Embedment Int 1.0M` t.0M` 1.014• I-TV z 1.Ile 1.14^ 1.114• I-Iw 1•t1µ• 1.114• Y tme tae^ (eeenelo4) ACTUAL PRESSURE REQUIREMENT FOR THE 7=064.16'OIL o., ea aacnmeecuP(Flg t t.__ 6o aa.._.6ogly,__ g■_-2101M- zeo 36µ1W gl to 6801 181113e a7Blbe µ201b. E00 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchoncil)1,10_M14.O.ar.Oondem(ofOmetl Cep(Fg.21 µ301m 700 Its WA WA WA WA N01m WA WA NIA WA WA 69a1m 0401b7 11201W CAPACITY(FROM THE TABLE)OF THESELECTED 4MMhoro@ 7Mwm 0.0.7(2120.8 IO Cr4e r(Fi5.51 760107 7901* 080 mo 16601to 1690Itm 600113. goo 1133 WA 760lbo DSOIW 860100 25N IW 8321* 8401be 11zo MULLION.IT WILL YIELDAMINIMUM ANCHOR a Arahaa®0.45 Min 0.0. gA nto 118'Awm.(Fig,4) WA A A wA A w0. w0. WA WA W A WA 1e las CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anatgrl F011p{FIg•el: IBB Ibo 1661130 223 Rn 1131* 622 1111 730 W too loo 1771* 0.701 239 me 167 6911 31 2101 l ADDITIONAL ANCHOR OPTIONS FROM THE 2 Nuhon®1.16`MIn.O.al F4: Fq,07 2µ01W 3501* WA WA WA WA 1DOIM W WA WA WA WA 326110 421!UI 680100 ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISOD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. as wmplylr gallhdlo plorldo Bund do Am lance,No "� .0& FIGURE 1: . I.RE 2: • TABLE NOTES: 1 n olo 1.00D' 1 4U D+opro UAL enrol )SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, C�i�� SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 1`111 I I 1111!1 FIGURE 3• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, `� 4 �pENSF''•� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,BEE SHEETS 10.20 2-760'. / HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 10.20. r No.68705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED,IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '-0'. FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GSD.WOOD SHALL BE PRESSURE-TREATED L a316• :I� r a AT OF W� YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6003-T6 AND BEA MINIMUM OF.126' I t7 ' i .C�'', F P•.' 1�� �� THICK 9788E STUDS TO BEA MINIMUM GRADE 39 AND.048'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 'i �` '• C�R�t7' 0 • II II II II _ I LEAST.126•THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND 1•X2.76'X,37G MULLION THE MATERIAL, A.LYNN MIER,P.E. FL P.E.O 68705 TABLE 4A Mullion Capachy Tablo(IbLmjo Opening 111(lbrverUcelpamiromt0lans)or0ponlnpHaidhiVothodwnta ap6Mn9muuoml a+ ej 60tH 801" Iola 04tH 9014 tool" fain min feel" R401enpulu 'Re one Rtetoo Trapmlone. Rodonp9u M one. Redammor 1%2, to Ito an& Rawooor T7NetanR. 7t . Raolu9av Rlcpnptor TeRala17WJmn .860 Alum Ludp 6oWne lai0 LodLond1.42" Londtadn • faft L0400Log LodLo"noLoeft LoodoO Tube ' T $ Is I if I[ I 714 4214 I70-0 020 170-0 435 170.0 744 I70.0 470 110,0 eee 170.0 606 1740 999 I7ao afe 110.0 use 170.0 621 170.0 1219 170.0 alt 117" 1400 110.9 9x1 169.7 sero 570.4 52t 1368 sa20 170,0 ext 4814 Ito 701 170.0 Oaf $70.0 660 1144 654 1700 092 11110 at0 170.0 1193 170.0 061 1740 1210 470 011 17x0 1417 170.0 Ofe 144,7 4417 170.0 BOB 12tH 1417 tta0 000 10&3 14t7 1740 850 6OA261n 170-0 747 170,0 683 Imol 099 170.0 031 170.0 1019 t7Q0 684 170,0 tIO6 170,0 723 102.8 1280 00.01 747 140.3 1289 1700 1 760 121.0 1200 170.0 1 760 104.6 1210 170.0 769 CIA 1209 170.0 1 760 64 in 170,0 707 I7ao 012 570.0 060 170.0 601 170.0 1110 170.0 764 160,7 7130 170.0 eat 133.9 1130 170,01 037 120.0 tt30 170,0 850 100.6 1130 i70,0 601 80,1 1130 110.0 601 7a4 1130 t7a.0 Oat 0. 0001 imo 000 110.0 701 148.9 918 16x.3 701 125,6 946 1444 740 100.0 its 13x.3 735 07A Ota 123-0 7x5 07.9 916 1186 TIO 732 O(6 114.4 715 02.6 016 114,4 716 844 010 114.4 TO 6310 151.01 630 OLD 710 120.5 630 160.9 601 105,6 630 123.2 081 044 070 112,2 070 84A 030 104.0 692 75,0 ON ODA 650 843 830 04,6' 849 81.2 600 04.1 040 41,4 930 04.4 040 j W BOIL 532,1 1 761 1140.0 ON 1tO.0 761 118.0 630 0!-1 1.757 105.0 824 024 787 eat 014 134 767 00.1 BOB 604 lei 64.2 600 65.0 767 74.0 693 47.2 167 70.2 591 474 781 702 fit 7214 tOt.7 630 1046 65'I 644 038 01.0 040 727 630 "1 450 03.0 838 7x2 OIt 5116 630 06.6 614 604 010 02.3 846 42A 830 67.2 600 '349 630 85.3 497 314 038 652 401 � �N1 70 in WA 071 ODA 498 72.1 071 70.6 450 15-r. 71 67A 470 81.1 671 60.6 41t Taff 671 06.0 464 45,2 011 614 460 30.0 Ori 47.0 461 30.0 67f 444 447 274 071 M.5 440 J LI 79th 00,0 642 03,4 414 60.1 042 70.0 405 81.1 041 02.1 460 604 d42 65.7 449 444 642 81.0 442 440 642 47:8 437 � 542 4x4 429 x84 $42 404 425 26.0 W1 4D,1 433 ._.90tH_-02.1 -40L-63.L-XIL 47..4-TOL-46A-_345... 37X.�-204__34o--a2,6,.40L 85.3_coni--2w JOL �.X16- 20.9 407 294 334 _21. 407 20.1 327 t8A. 401 24.1 3x2 11,3 407 93,0 310 OO In 420 $60 44,1' -320 30:8 360 07,2 314 30.7 358 024 309 20;0 344 2aO 004 93.0' $65 241 300' 21.6 000 244 290 17,0 308 21.0 2$9 16.b 348 19.2. .-204 X -SOA--960--241--203-..249-..2di--2i.d--283--924.-947-_146--183.._t6,0__244__ia7__283--140-._940_J6.1__253_-1&A_-237_ _ _ .. iNtn 274 407 243 942 235 991 936 238 tag 981 204 235 173 267 tai 231 f64 957 106 226 eta 12 N 1201n 22,0 729 22,3 209 15,3 229 46.6 203 147 ZZO 109 20x X a TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: a AMA harCa Tablo b8 ubaretx a e o cc" c P Metol (DR,.)X ANGHORCAP.",... 0; { ----- }.ANCHOR GAP.,,, � y ---..- -- -. -- _.-.Arfta am._3Jta't?taaU2a'A0,1._., tt4'.Eiaat00ao"n..-_ SSR At5a�6toa-t2b400n. -.514 6iooU0raaar_W88 qoo 611W Me 114186040 0169hd 61x 6aM 0128toof MULLION CAP.,,„,,,,, An0hO7CIipPeHHms - Uueoan" A%Wstar u0mam....A00mdda-Oerew(04 Oom(06)Scrow(05) USETHISFORMULA OCAPACITY R ABED CORRES THE'ANCHOR TOR - SoOo M.hnaa v Iva' r Ivo 3-118' t• 2.iw 1 z• 2" 3-ue" x a v o.6r a3z AOTUAL PRESSURE REOUiREMENTFORTHE. emtwammTan 1.YP 1.Y4' ''.Y4" - •1714°' T 1.1N• 1d i•4• 1•it 1.714' 1•V4• a' 1.318' 14V seenoiO4) 76' o. 9toMrN 0104. s1 390 3 teeo 1 1 tm t - 40 - t 102 320 .. ., OPENING,WHEN IT IS LOWER THAN THE MULLION 4An a.@ti1Fmt.oaretx7tomar0lb Imp .0.7 4391 as wM WA 390104 -WA .. ._...- .... _.. A..,-.. _. 05521ba.. . .T4201be. CAPACITY(FROM THE TABLE)OFTHE-SELEOT60 D .Tem, aJp ac6 r0. J 31 WIN- 7eolbh ee9wo FB-w 2-6 19151tu wits 1m wix 16014 930 br I65 1120100 MULLION.ITWILLVIEW AMINIMUMANCHOR`_.__ a Ano 410. iH OA.J is o A M A 150 CAPACITYWHtCH MAYBE USEDT00UALIFY rF (71p63 1951t* 105R* FlIft 4491W 8?2 135lbs 1401to177tbo aloft Miro33214 691100 7b5 21 I leo ADDITIONAL ANCHOR OPTIONS FROM THE a m .6'1291 .0..r 4mP(flp.61 olbe 1 WA A 928100 I *zvm mu ANCHOR CAPACITY TABLE UCTRBVMUD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLiP• C>CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 001 Ine ti,1h Uto Florlde -+ ttep�a�ce Nn URE 2 TABLE NOTES; n0. 1.000° 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. f r0Qau ' o SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Fd06R to 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIOTHS iS ALLOWABLE. 1111!!!7! G EO: INN ii 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 10.90. 2.700• .' SON•" /( HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 10.20. �CENSS''• Q FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS 65705 / ANGLE CLIP MUST BE USED U4 PAiRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL 96 PRESSURE•TR6ATED .6 01 .0 S FIGURE 4: FIGURE& FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SMALL BE 6063-Tb AND BE A MINIMUM OF.126' • • 4 HE IICK.STTEE=H�S TO BE A MINIMUM GRADE 33 AND.045"THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT �() T E F ANDA30.ALL ANCHORS INTO METAL SHALL 6XTFJ4DAILEAST 3SCREW THREADS BEYOND 1'%2.iGX060•MULUON �'�+ ,,tORlbp• C9��` • U�U�_ I [F*=_J THE MATERIAL A.LYlS(S4t�i)Lf },P.E. FL P.E.#68705 TABLE 6A Muiitaa Capack Table bDlR1 opening Wldib(fotvaAlwlV3pann! mullona)or opening HDIgNtfarhaIII zordal 40 mwore �s! 601n 60 In 70 to solo so In 100111 12010 Meet 460%0 RDOl6l�for tlapr�Hena. ROolart tr T6pmfang. ROOMMder T4p•01an0. Rectangular Tap"fin0. Reotwts4a TW714ann' R4alan0ulor TtnpJnW* Roolonoulat Irld"atq. Realen0uiar Trop"8110. R601on9ula TnpllNOno. q V x 3.126"X Loading Loadno LoodnO Loadaa9 Loading LoadnO L91,109 Loadoo Loafing Loadna toadn9 WOO Loadkt8 Loadoo LIA09 Loading taadn0 1450V �x .60011 Alu Tuba MullT f fi fi it 111111 a 4210 1700 820 110.0 435 110.0 744 110.0 476 170.0 660 170.0 608 170.0 991 1700 610 170.0 1116 570.0 621 170.0 1240 170.0 021 170.0 1408 1700 521 170.0 1735 170.0 521 154.4 1602 170,0 621 49 If) 170,0 708 1100 624 1700 650 170.0 664 170.0 892 SiP4 030 170,0 ti33 t10A 661 f7O.0 1270 i7&0 Or? 170.0 1417 1700 680 161.7 5677 170,0 we 133.1 1617 170.0 860 116,2 1577 170,0 eta w _ WMO In 1704 747 110,0 IDS 170.0 Sea 17&0 631 110.9 1048 170.0 604 170.0 1195 S7a0 723 1700 130 170.0 747 1700 1404 170.0 760 141.7 1495 1700 760 121.6 1406 170.0 760 109,3 1405 170.0 me U. 641n 170.0 701 1700 012 170,0 950 170,0 601 110,0 1118 RDA 764 170.0 1276 170,0 603 168,1 1401 170.0 837 14&6 1401 170.0 050 124.6 1401 110,0 601 106.8 1401 170,0 801 03.4 1401 170.0 661 D. 0I 170.0 068 170,0 701 170.0 ION 170.0 7DT 168,6 lise 170.0 876 150.7 if68 1070 918 123.0 tido 15&s Sir it1,0 fire 1403 010 02.5 1568 1{4.8 903 TD.3 5186 144,6 003 800 N60 i44b OP3 a w, iT&4 030 170.0 745 159.8 1048 170.0 ago 137.0 1040 165.6 NO 110.6 1049 %41.1 840 10&6 1049 102.0 636 0&0 1049 120.6 628 700 1048 148.3 820 0&0 1040 116.9 619 69.0 1040 110.9 810 VVVU111 0010 l40A 085 1700 700 139.0 OSS 161.3 604 tto.l BSS 133,7 706 104,8 $S9 121.4 776 02.0 055 1120 705 85.4 095 1010 767 890 963 08.8 740 88.0 055 00,7 740 62,1 955 98,7 740 a ,j 721n 12&8 603 134.0 697 107.0 603 114.0 092 of.$ 603 10M 870 00,3 803 01.2 859 VA 603 63.9 840 64.2 $0S 7&O 042 63.5 603 722 032 450 603 09.0 628 40,1 603 60.1 027 to 7813 toO.2721 tN.t 820 054 72t DJ4 616 T41A 72S @6.i 805 8&3 724 78.6 893 00.7 721 70,1 668 54.9 721 8&4 678 46.6 725 &9A 660 30,0 121 680 664 34.1 721 50,1 .683 7610 101.0 601 IBSA 899 01,2 884 80.1 667 M.2 064 76,4 670 03,1 684 700 801 60,1 891 610 WB 00.0 604 690 551 42,1 884 84.1 641 38,1 084 81,3 830 31,8 801 80.6 b3i DOIn 65,6 Of4 07.0 466 64.0 614 57.3 MO 470 614 60,0 440 41,1 614 44.6 433 3&6 614 40,6 427 32.8 614 37,3 4Rf 27.4 614 394 412 23.6 Si4 $0,4 406 200 814 2A 443 e�C�i•Tj OO to 54.2 14576VC40N = 432 474 396 58,7 452 400 300 33.8 452 3&4 364 301 46R 32.9 370 ltd 462 30.3 373 220 462 28.8 380 IOA 452 24.2 359 1&0 462 220 358 ttx300115 36.1 357 327 317 27,2 O6T 28.4 312 23.0 357 263 306 21.1 387 22.7 503 100 367 RPA 200 16.9 367 I&0 283 130 387M*0 =200.4 11110 36,1 338 90,1 3Pt 26,0 338 2&1 208 Ri,e 338 23.1 R92 to,d 398 20,8 280 17,8 330 i8.o F80 14.0 336 id.b 270 12.6 SSfi �C/2050 21.7 209 2&T 269 tab 289 20,6 R60 17.3 R09 1&i 252 16.4 269 18.3 7AD 130 2sA 14.0 2.10 110 289 128 240 &9 200 U e Q< ?t TABLE 5B ANCHOR CAPACITY ADJU67MENT FORMULA% A Atelier Cap aofly T6bio 6) IANCHORCAP.,,,,w\ it eu tna: 2.0. aee &Okaalo, c owproea PT Wood Meta (DP1O)X MULLION CAP.„uu,,, / ANCHOR CAP,,,, -a�7 dir Woo 11469 Elm&IV We 114•SSEim ti0St6a) 411291061 n2atse5 USE AndtOtCOpP80ems Pnohuryp4: 311r01aoUV6oan I/4•EIOoUu000n U110con 9fa`FJooUhmmn 1t4'ElmUltnoon Ameootor Uleaaen A0gaftor acmw(a8)6aow(05)eeron(05) CAPACITY FORMULA ORRESPBTAIN NDIN TO Edge Ustaweft P 2wa• '. ..2.1ir - 341W ---r..---2•tir..-...1'...-...2.m..... ._x..._... ..3.11a•. .. _-._r..._.._.0,45!-. o.0.• 0.3 ' CAPACITY REQUIRED^CORRESPONDING TO AN Emeodmentool- MV t1+` 1.3'` 144' R` 1.0.4• •114• 1•A' 144 1-V/' •14' r Vww 1 6• UoonotoI) R ® .16Votes � ACTUALPRESSURE REQUIREMENTFOR.THE in,0,0. elan p IF 9. p % 390 On 4 Ite 6 a b164 lbs zt es 2801 334 1 00w, 480Ibs t182 bs 3MMO OPENING,WHEN IT IS LOWER THAN THE MULLION 4 0601,«0 49 tsr Mat. a 0.%p(R%o.z): alae 7405» wA wA wA wA 360 bs A rV NIA WA 652lbo 901ee 1120las CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Aoolwm(417 600,0.0,1(2)Rab Anp18 Ips(PI9.53 760160 700 gq 800100 16W Iea ides roe 040188 680150 wA TBatbt 936160 84 lot 2364164 0521te &oma 1120 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3MGham 40DOA5-mmoxi ,106 U8•AWnt.V99,4)r WA WA WA WA W WA WA A WA WA WA WA WA 10T41ba CAPACITYWHiGH MAYBE USEDTO QUAL4FY ADDITIONAL ANCHOR OPTIONS FROM THE 1 Anehor/F47t IFg•61: 193 too 105 We 226IW 445160 67216s 135@a UOma try fee 370 tb5 R b3 532183 601 mo 163tb5 210 DO 26afb0 ANCHOR CAPACITY TABLE, RODUCT RBVISBD 2Armhow 31.15'elln,00.1 F47Jpfflg•ff2101oa 350Ite A WA WA WA too me WA WA WA WA WA 320ms 201be 560(be a0omplyittg wilh111a Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCI40R VALUES AS THE STANDARD CLIP. I digs 40 H1,000'-I ceeptanmNO " FIGURE 1: " URE 21 TABLE NOTES: ° 0.e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USiNG THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, 86 f 'P pro 90Contro SEE SHEETS 2.4 FOR GSNERAL INSTALLATION METHODS. 1 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE ) 3.126" ����aNy LYNN FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 10.20, HOLES TO BE DRILi.ED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 10.20. i FIGURER SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, = 1 No.60706 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACt 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED - f r CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0,66.ALUMINUM SHALL BE 0003 TO AND BE A MiNIMUM 4F.126• 1'X 3,126'X,6'MULLION 8T'SE <fJ'z - FIGURE STEEL STUDS TO BEA MINIMUM GRADE 33 AND.048"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT A, LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1•VF MULLION) �i • CORtDP.• .11* -� THE MATERIAL A'CVi/ONA%-NI K P`E, FL P.E.#68706 TABLE BA Mullion Capacity Tablo(Ibete) M OpeningWidth(forvoru lry-aparmtrgMUUoro)orOponingHolght(fortwpzont9ltyapanrinDmIllon9) M 60 In 00 In To in 8014 DOM 100 in 121)In t40In 16014 Rooiang<d¢x itaplrMarp, Raatanp¢or nalYlll¢a8• R¢olengulOr Ta"ang• ftocten0ller hopRdang. Rmtorwor Tropnnang. Radwgutar 7iopm4no. R"Ilvdar A¢pRdaM Rectangular TfOOMeng. R2oiengutu lreprY8en9. 6 ix4x.128 Loa&ng Wang Loedng Loadn9 Lo¢dng Lood49 ioadn9 Loafing tAodn9 Loadrtg Lo¢6¢0 Ld0.dtt9. LOedmg IAad� toadn0 LooAng to¢dng LOidnO �yr Alum,Tub. g _ _ _ _ IN I I I 1 1.1 1 '1 1 1 1 zq y O 1L� 421n 170.0 020 170,0 435 110.0 744 170.0 470 176.0 808 170.0 648 170.0 082 170,0 010 170,0 1118 170,0 521 110.0 1240 170.0 621 170.0 t408 170,0 621 145,8 101; 170.0 621 127.0 1489 1719 621 40 In 170.0 709 170.0 WA 170.0 650 170.0 504 170.0 092 170.0 630 170.0 1133 170.0 081 170.0 1275 170.0 877 168.3 1393 170.0 Sag 130.3 1303 170,0 US 111,7 1303 170,0 800 07.7 1303 170.0 640 � (D 60.826In 1704 747 170.0 503 1710 000 170,0 03t 170.0 1048 170.0 684 170.0 1196 170.0 723 164.1 t20 170.0 747 140.0 1235 170.0 760 117,1 1236 1704 780 ODA 1235 170.0 766 81.0 1235 170.0 750 W `3 L rL O. 64 In 170.0 707 170.0 012 170.0 068 170,0 691 170.0 HIS 1710 754 184.4 1166 170.0 003 137,2 1166 170.0 537 123.6 1168 170.0 868 1020 1164 170.0 of S45 1150 170.0 68t 77,2 1158 170.0 841 CO m Win 170c 865 170.0 701 iS8.7 1042 170.0 707 142.0 1042 161.1 632 12611 1042 148.7 814 111.2 1442 1344 801 140,0 1042 130,2 lot 43.4 1042 125.1 742 7t.8 1042 1128.1 787 82,6 1042 120.1 7$2 116 pp 6344 1710 930 170.0 745 1012 992 163.0 810 129.6 002 144.4 790 110.4 091 131.0 782 fo0.8 802 i2t.4 788 00.7 DD2 414,8 788 764 092 10SA 745 04A 802 103-0 144 80.7 002 400.0 744 111} 60 In 166.4 047 170.0 780 137.0 SO t4&0 768 110.1 041 100,0 768 103.4 047 117.7 752 Bill 947 108.7 TSS 02.7 047 102.2 727 68.0 a47 �.i 713 69,1 947 040 711 SLY 00 04.0 711 0 7244 130.9 049 142.7 737 1135 848 t2l.8 721 07.0 049 1610 108 04.9 049 86.4 686 78,8 440 $0.3 008 07.0 040 52.7 $WISA 840 16.0 668 48,8 040 72.6 062 42.0 849 72A 001 78 In ff0.8 702 110.7 806 90,3 712 1028 082 02.8 782 00.0 810 72.2 782 88.0 829 04.2 762 74.2 $20 67.0 782 59.2 782 624 682 4fA 702 68.0 807 $8.1 782 B9.4 69d V1� M 78 in tod9 724 VIA 034 49,0 724 04.0 021 70.3 724 420 640 60.0 724 74A $09 69.4 724 68.1 591 63.4 724 03A 724 67,3 LI 873 362 724 84.3 607 334 724 634 d85 00 in 89.0 543 7t.0 483 68.0 543 90.7 474 48,7 643 02,0 468 43.4 843 47,1 450 3840 643 42.8 462 34.0 843 30.6 583 34.0 430 24.0 843 32.1 430 21.7 843 30.7 424 001n 67.3 478 84.4 427 47,6 470 48.7 419 40.0 410 432 02 35.6 478 39.6 405 31.8 474 34.0 400 28.7 476 32.0 411 201 30 20.5 418 26.8 380 17.0 476 24.2 318 q O Joe In 40.3 377 4L1 341 324 317 34A 335 20.8 371 30.0 330 26.2 277 20.0 325 22.4 317 24,0 321 20.1 371 no 377 IDA 310 14A 377 17.1 304fill fn 37.1 357 37.6 323 304 307 31.8 3111 284 357 27.0 313 23.2 367 24.4 309 20.8 367 220 304 10.0 351 20.1 357 17.4 294 X x N 120 to 29,3 300 28.6 271 24.6 380 25.1 214 21.0 306 2fJ 210 iS.3 300 18.2 207 10.3 30S 11.3 'ffi3 �j X Q ,' 1441a 17.0 212 17,2 190 TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULAt iL 61(y > An6horCapacity TilblO(lba) (OP,,)X% _MMULLION CAP.,,„,,,,./'�CHORCAP.®, Oana eu ba 0: 2 kRta 0.68C0na. Hollow F61edg4 PTWDod MOlai 6i1Y Etco114165 Moo 6NAW Pico 114.as Men 610 61001 1112 81ael W ate ai USE THIS FORMULATO OBTAIN THE ANCHOR Nu-Drlypa 3118•Elco u8aeon 114,Elco uvaedn 348"FJoo Ubacon 114'1340 utmull AnGigtC!lppatlek49 - ttivaaan Ap�oOatar uilreyan AglroOetar 0crawi06)64raw(Od) 04raW(86j CAPACITY REQUIRED'CORRESPONDING TOAN Edlo CUlence(M) 1' I 2.1r 1' 2•tir 3.18' 1' 2.1r N - 242, r I 3.110` 27 0.46' 1 0.64' 0.324' ACTUAL PRESSURE REQUIREMENT FOR THE EmbOdnonl on; I-W4' I-Wf 1.414' tar'r 2' 1414' 1Wf4 1114• 1.14' 1414' PIP 2" 1.38" I.Wr qea note 4 " OPENING,WHEN IT iS LOWER THAN THE-MULLION .. 2 a 043V W 0.0.18te lard 1314(Flo• Or2); 3401443 390158 400-5 90 210103 200@0 354469 7411 448 800 1182 5 3281 3 1 420101 6401 b CAPACITY(FROM THE TABLE)OF THE SELECTED 'Anthot8Q-WltM.03Lr01mdudClippi0.3' 79019 7Dolbs 6801-3 141019 952143 WA 680103 HA 63019 WA 8461-5 WA 652@3 540IDa 110lb3 MULLION.IT WILL YIELD AMINIMUM ANCHOR 8,044-aa(q 1.16•Aon,0.0./standard q {Frg,4): 880158 fAOg Im WA W WA WA 786114 WA WA WA WA WA /3041-1 16801-9 2740�� CAPACITY WHICH MAY BE USED TO QUALIFY 4Adchm QWMIrL0,C.1(2}2s6Any4gip3pbg.8j: 78019 78019 0001 1781)leg 3208163 6401" 640 R3 708fbe 148019 Social 1321103 2364 Uri Elbe D40Iba 1120143 ADDITIONAL ANCHORTASLF-ONS FROM THE FRODUC7'RSVISBD 6Anohom@WMM.O.O:/C2)2l8Angt4CIlPOpIo.S) 117019 111019 102019 2340(9 2844@3 87019 SIDE WA 114011A 1454-lbs 1- P3 364819 BTOtb5 128019 158019 ANCHORGAPACITYTABLE. 0600mp1y1�rSWh11Ui0pt011dd 4441-4N(�0.44MM.0.0./ ,lid0118'Nam.p107}: WA WA WA WA WA WA WA WA WA WA WA WA A WA 143219 DundIn$Gd0 �„ �•� 2Aneha69226' aO.G. F•C6p pip.0) 36019 36019 298140 70519 A 81 WA 281)19 WA 31619 019 440 IDS Site 32649 42019 60019 1,000" AeOaptaneoNo 4AA;hor3801.lWMbn.aC,1F-CA plc. ' 48019 70DIDS WA WA WA WA 30019 WA WA WA WA WA 852!9 8411-1 112019 fl n at 1Ga NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ions o Flo 144 Cbnim FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES: TABLE NOTES: j 1111 t I 1 l Jr • • • • • • • • • um. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Q�Y• • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$AND/OR OPENING WIDTHS IS ALLOWABLE, 4,000' t No.68706 ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 18.20,HOLES * I FIGURE 6: FIGURE 8: FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20.FIGURES SHOW • • • • • SUGGESTED,APPROXIMATE HOLE LOCATIONS, • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECiFICATIONS,HOLLOW AND GROUT-FILLED •126• • CONCRETE BLOCK UNIT SG SHALL ALUMICONFORM TO SHALL BE8083•T60D SHALL BE ANDBEAMINIMIUMSOF 126'PTHICK THICKTEO. -1 SOUTHERN PiNE WITH AN SG OF 0.68.ALUMINUM M I ANGLE CLIP(FIGURES 6&6)MUST BE USED W PAIRS. STUDS TO BE A MINIMUM GRADE 33 ANO,045'THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.426"THICK 1X 4•X.126 A.LYt"SNrM11I 1Lt�K,P.E. AND ASB.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION FL P.E.$68106 i TABLE 7A o Mullion Capacity Tabla ibsffl Kill OponingWldthUorvorDCallya ord mWolls)or0poninOHotght(forilod2oMaly-oparedngmialons) yytt u 6061 601n 701n soH vain 100 in 120 to 140in tool" 0+ 17x4%.376 Raotanindar Tra0/r1Dmg, Realeno& TraprTifarn;. neolanoutar Trap7deng. Rft"-Qatar 7twd-ng. 7teatenON47 Tr8jaMlang, fiodan7olor Traja Mang• Raeten0ular RooldanO, Raalan0atar Trn aog� Find f0atw Troprninnof g Alum.Tubo Loading Loading LA061 4,08,1410 Loading loading Loading Loading Loading Loading Loadtn0 Landing Loan@ Loadin0 101" ing Loading LodlnO Loading 6� 421" 170.0 GN ITOA 430 170.0 144 170,0 470 170,0 088 170.0600 170.0 002 170,0 670 iN.4 fl1B x10,0 82) 770.0 1240 770.0 621 170.0 U88 170.0 82)48In 170.0 708 170,0 624 tr0.0 669 170,0 am 170.0 092 170.0 610 170.0 1133 170.0 661 110.0 1276 170.0 871 170,0 1417 170,0 Boo 170,0 1700 170.0 No 1063 170.0699 161.6 2024 170.0W,GUIn 170.0 747 170,0 663 t7O.4 880 170.0 03t 170.0 1040 170,0 684 170.0 fi6S 1TA0 723 170,0 1316 17&0 747 170.4 1404 170.0 760 170.0 1703 IMO 758 1070 170.0 158 136.6 lot$ 170.0 786 UJ 641n 170.0 707 170.0 012 170,0 060 00.0 Got 170.0 Ili$ 170,4 Im 170,0 1276 1704 803 IVA 1434 170.0 037 110.0 1604 170.4 058 160.9 1311 170.0 Got 1700 170.0 Bot 720.0 1780 170.0 $51 wGO In 170.0 885 1704 lot $Mo 100? 170.0 787 170.0 1240 170.0 678 11&0 1417 170.0 914 170.0 1681 010.0 606 165.4 iGfO 170,0 tO33 120.0 IWO 170.0 10631010 170,0 1003 872 1816 170.0 10$303in 170.0 830 170.0 745 1704 JIM 170.0 OW 170.0 1302 170.0 040 170.0 1406 110.0 1018 IM7 1642 170.0 1078 141.0 1642 170.0 1122 117.5 1642 took 11681842 187.E its? 08,1 1042 167.8 lia?60 in 170,0 674 170.0 790 00,0 1189 170.0 0W 170.0 7304 tM0 1002 160.6 1472 INA fOla 142.8 1412 IRS 11148 128.6 1472 188,11 1130 107.1 1472 147.0 Ito$ 1472 148.0 1184 60.3 1472 148.0 1104 ,'Z'72 in 170.0 1063 /704 870 170.0 1275 1100 ODD 100.@ 1320 15&2 1101 132,0 1320 149.0 1002 117.3 INN x37.8 Java IO64 x324 t2&8 1049 86.0 I= 117.4 10241320 Li2.0 1013 80.0 1320 112,6 1012min 170,0 1122 170.0 037 140.8 1104 188.4 101? 120.2 1164 at 004 tI22 1184 125,7 870 0.7 7104 114.3 064 89.4 1184 101.5 052 74,0 1161 87.0 0351184 83.1 027 6&L 084 02.3 925 V3 r �78In 180,1 1124 x70.0 967 138,4 1124 MIA fl86 09.1) ri24 12&8 047 103,8 1124 1154 031 024 1124 106.6 816 83.0 1124 00.6 ODD 60.2 1124 08.0 $001124 04.3 061 81.8 1124 832 070 00 In 109.1 044 111.0 750 00.1 644 D4,3 136 77.2 644 02,1 724 81.6 644 13.3 712 80,1 Me 48.6 702 54.0 844 81.4 603 45A 844 $4.2 8715 36.8 614 tl0A 088 33.6 914 47.7 862 Win 89.1 742 9th GO3 74.2 742 712 052 $3.0 742 67.2 041 65.7 742 60.8 GN 40.5 742 661 622 44.6 742 494 014 37.1 742 43k 880 Eta 742 30.9 600 27.6 742 3!.$ 604 f~!3 aar133a O 10$11 674 666 83,8 830 62,1 880 848 821 467 868 484 613 38.1 6a0 41A 505 34.0 500 ?7.3 498 31.3 658 34.2 479 20.1 064 204 461 2.23 6158 20,6 472 19.6 898 24.7 460 to th 1111" 67,8 655 88,0 503 484 No 49,6 403 41.2 554 424 407 30.8 $56 340 466 324 OSS 34.2 473 286 656 31.3 48l 24.4 658 77.1 457 20.G 655 24.9 448 '18.0 655 224 442 'XV N 1241n 45.9 475 4&4 433 30.0 476 30.0 426 32,0 470 33,1 420 28.6 415 200 414 25.3 418 26.0 400 21,6 476 266 404 78.0 474 25.1 398 !0.3 476 16.7 701 14,3 478 17.2 381 x }}Q 1441" 28.4 330 28.7 305 224 330 224 301 t&0 330 In 287 l8.b 3?0 17.0 TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA; � �iY 8 8a1a .7kC-1nel p AnohokC •�pictlyTBbtojibs) Iv$CM Filled C6tU P Metal ANCHOR CAR,,,,,,,,° ANCHOR CAP. 7 (OP,,,)X{MULLION CAP.,„„,..�' ., 6116•Elea 114'68 Elco 6116'Eloc G41680co 9168iae1 028ted •1281dal USE THIS FORMULA TO OBTAIN THE"ANCHOR Awwcfi PattBTM MChoriypo: 3/i8'EttroGhacon ii4`EIOoGgocon Utracan 3718 BcoUitaOan f14•Etc-1UDaaat A coator Ulo9cen A g404tor S67aW(rIS GOtaxv(06)80rrw(CD) P I1W 9 CAPACITY REQUIRED'CORRESPONDING 70 AN Edo Dle1440e 11 2.112` P 2.1tr 3.11W 1' 2.112' 1' 2-012' T 3.116' 2' 0.48• 0.54" 0.324' ACTUAL PRESSURE REQUIREMENT FOR THE Emb4dmtnt a): 1314 1.14' 4V 1.314' V 4114" 1.114' 4414' 1.114' 1.itV 11.1/4• 21 ta18' 1.314" (00610194? OPENING,WHEN IT IS LOWER THAN THE MULLION 2 W.-pal .7 M40r'. andaN 0 t I -1114 309 Ds Was 460 ft 464109 16 ft 2 0 h0 2601 354 b3 740IbD 408 GG;Me 142 D8 ibs 4 toe 0 a CAPACITY(FROM THE TABLE)OF THE SELECTED 4malwaMDI.O.C,1GtMdad (f:i@,3): 1001bs 7001b3 5601b3 141011as 882109 WA 6BDIb5 WA 030 Me WA 880172 WA 652163 6{0168 120143 MULLION.IT WILL YIELD A MINIMUM ANCHOR B Mtha6�t.f6•Mtn,O.C,/6tand316 C0 ,4y; 0601 StO4ib3 WA WA WA WA 7817 Na WA WA WA WA WA 13x4 the 1804172 2NOf0s CAPACITY WHICH MAY BE USED TO QUALIFY 4MGM 03'No.O.C./(2y 248 Mg6 Cope @.6$ was 7ootbe 940 the 1780 Its 3286 lbs 54014! 600lb, T481be 4a01bS 936 toe V28[be 2344[ad 652 IN 840145 11201bs ADDITIONAL ANCHOR OPTIONS FROM THE 0Anchore03'Min,O,C.IR201An01aClips(Fig,Olt t1701b3 V701b5 1020!b4 2340ths 2544105 Gloibs $401113 WA 114010! 1404lbs 13201ba 3540143 070161 1280tbs 1544 it$ ANCHOR CAPACITY TABLE. i'RODUCPRRVtSt30 as Oonipt7layy 111th iha Flolldn McMen(ROAD in.OA,/xi010,Into lr8'A10m.(RO.7t A A WA WA WA WA A WA WA WA WA A WA f432 MO Bu041n6�4 �( •©C 2AndMnd112.28'Mfn.O.C.i F•CNp(Tip,6), 360Ita 3801bs 280105 T05fbs 478109 A 280105 WA 318!!p Oda 440 D5 GIDS 828105 420 @e 680145 AOoc)7tm •� 4Anatldn:@Li6'Min.o.C./FC : 486148 7ooibs WA WA WA WA 340@6 WA WA A WA WA 052141 8401ba tizows1.00D` Be NOTE.FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. lata D FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES: FIGURES: TABLE NOTES: • • • • • • • • • • * • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1���0 1 LYNN�f 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `,�� � •`y10ENS '���Q ' r • • t • • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000` 4'000" No.66705 SHEETS 18.20,HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r FIGURE S: FTGURE 8: FIGURE 7: SHOWN ON SHEETS 18.20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS• • • • a 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND %,Op•. 8 A tS 7�:'' + • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 880.WOOD SHALL BE ,Q PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 376• .376' .... • • 8083.76 AND BE A MINIMUM OF.126"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046• L ANGLE CLIP(FIGURES Sao)MUST BE USED IN PAIRS. THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT LEAST A26'THiCK AND A38.ALL ANCHORS i'X 4 X.376' 1 P X 4•X.376" 1 A �4N , ALE, INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 'V-MULLION MULLION FL P E 0 68705