Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Notice of Acceptance
MiAMMADE b;n&A -DADS COUNTY,FL A MM PRODUCT CONTROL SS ON DEPART51 TENT OF REGULATORY AND ECONODUC RESOURCES(RF.R) 11805 SN26 S1rw*, 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31 99 NOTICE OF ACCEPTANCE OA www miamidade. ov/ m PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275" SCOPE: � This NOAis being issued under the applicable rules and regulations I governing the use of constri c 'on materials._The documentation submitted has been reviewed and accepted by hVfiami-Dade County - Product Control Section to be used in Miami-Dade County and other areas where allowed by the Augo 1 rity Having Jurisdiction(AID). This NOA shall.not be valid after the expiration date stated below. ,The 11th Iami-Dade County P ct Control Section(In Miami-Dade HI County)and/or the A (in areas other than Miami�ade County) e the right to have this product or material testad for quality assurance purposes.!If this product or m 'al fails to perform in the accepted manner,the manufacturer will incur the expense pf such testing and the may immediately revoke,modify, or suspend the use of such product or material 'Within their jurisdi on., RER reserves the right to revoke this acceptance, if it is determined by Miam - e County Pro tict Control Section that this product or material fails to meet the requirements ofthe applicable building This product is approved as described herein,and has been designed to comely with the Florida B ng Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series`TGT"Clipped Extruded Aluminum TabeAtutuoul L,MX APPROVAL] UMDrawingg No. oo0JR, titled`Impact-Re DOCENT: sistant Aluminum Tube Mu11' ; I, I PGT L�dustries,Inc. ��, i NOTICE OF ACCEPTANCE: EVIDENCE SUSM11TI ED A. DRAWINGS 1. Manufacturer`s die drawings and sections. (Srrbrtaritted underpreviousNOANo.1"819.05) 2.• Drawing No.6300JR,titled"Impact-Resistant Aluminum Tube Mullions', she' 01 through 25 of 25, prepared by manufacturer, dated 48/29/11 i with the latest rev ii ion dated 01/29/1.5,signed,sealed and by Anthony Lynn Miller,P."R J, B. TESTS 1 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202 94 ' repo ! 2) Uniform Static Airs Pressure Test,Loading per FBC,TAS 202 4 ; 3) Water Resistance Test,per FBC;TAS2d2`;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 a&luMn um mullions, prepared by Fenestration Testing Lab, Inc" Test Report No_ FTL 43 (samples A-1 thru E-1), dated 02/28/11, and addendum letter:dated 05/05/11, and sealed by Marlin D.Brinson,P.E. (Snbinitted under previous NOA No.1"819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 010 and with FBC 5'h Edition (2014),prepared by manufacturer, dated 01/29/15, i d gned and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE „I 1. Miami-Dade Department of Regulatory and Economic Resources(ICER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial,interest,conforinance to and complying with th VBC 5"Edition(2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller, I E, financial 2. Statement letter of no interest, conformance to and complying the FBC 2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT industries,In4 dated 08/06/14,sig by Jaime D.Gascon,P:E.,Product Control Section Supervisor. I ' Gime D.Gasc P.E. Product Control Section Sup visor NOA No.14— 01 !Expiration Date: Ifty, 2016 App1 rov:d Date: February 1 2015 E--1 I is PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SIIBMTTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. ITL--6443, issued by Fen on Testing Lab,Inc.,dated 05105111.signed and sealed by Mw6 Il,Brinson,P.E. - (Subnutted tinder previous NOA No.1"922.01) 5, Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenest on Testing Lab,Inc,,dated 02/28/11,signed and sealed by Heflin D.Brinson,P.E. (Subindied under previous NO.A No 11-0922 01) 6. Proposal No. 104070-R issued by BNC to POT:Industries, inc., dated 011 11, signed by Ishaq L Chanda,P.E.,Product Control Examiner.' (Strhodued under previous NOA No.I1-0922.1!1) G. OTHERS 1. Notice of Acceptance No. I3-0815.05, issued to PGT Industries, Inc. for their GT Series Aluminum Clipped Mullion-L.M.I.;approvedon 11/31113 and exp' on 05126116. ! I i a Jaime D.G n,P.E. Prod net_Control Section pambor NOA No. 1105.01 Expiration Date: 26,201b Approval Date: Febra 12,201 S E-2 i. NONIMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT•RESISTANTARODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE ANDSHOULD BE �+^ EVALUATEDDY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.......................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS........._....»...»...1 ELEVATIONS.........,...................I p FIGURE I: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD....,...... MULTIPLE OPENING WIDTH FOR VERTICAL MULL. ARCHES TO BE MULL TO 1X 6 MASONRY.,........2 MULLIONS / - SEE OETAL� IN80RI13ED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES............2 6' A-0ETAI RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP, MULLTO MASONRY..,.........,..,...3 8NE6TG 2.3 BFUPE MULL TO STEEL STUD.................3 -- I 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..........................3m DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECK......... .....•......3 Fn -- - i i��~ I 1 i f �`�♦ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL�iA PS_...w,.,,•......,4 O 1X2X',126MULL SPECS..............6 3 j / \ 4)'PROPER SEALING OF ENTIRE ASSEMBLY IS-THE RESPONSIBILITY OF OTHERSAND IS BEYOND THE SCOPE OF THESE Ix 2X.378"AL OPECS...»,..w...s INSTRUCTIONS. - - _____/X2.76X.376MULLSPECS.........7 SEE OfiTAILB J t1 - 1X2,76X.SSMULLSPFCS:..........0—- -�-Z s III I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X3.126 X.600 MULL SFECS.. 10 A THRU G; _ i s i SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X•125 MULL SPECS...........10 GREETS 2-3 1 1 X 4 X,376 TUBE MULL SPECS...11 4 T1�-M- irl� aTHRUGI ONLY TWO ADJACENT UNITS ATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWESTDESK3N 1X4X.376-rMULLSPECS.....,11 III BHEETB 20 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, 1.26 X 3,168 X.285 MULL SPECS,.12 T. HEIGHT 1.25X3.26X.100MULLSPECS--I3 Z 6)WHEN FINDING YOUR 812E IN THE MULLION TABLESLL FOR ,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE{S). 1.25 X 3.25 X,824 MULL SPECS,,,.14 LEN 1GTTi HORIZONTAL 1.2$X&64X.824 MUlLSPEC8,...16 p SEE DETAIL& M LL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,WOOD BUCKS BY OTHERS,MUST 2 X 4 X,25 MULL SPECS......,.,, 1G BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 22 a X.26 MULL MULL SPECS,....,... -1\110 .. V SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED A8 REQUIRED TO PREVENT 1029 X2.61 XYM LL SPE S——.10 36'X3268AYMULLSPECB...._„10 REACTIONS. 46'X 3.26 BAY MULL SPECS—.20 '� O MULLION&CLIP DIMENSIONS.....21-23 I••• �O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NON$;ANSUAFBPA NOS FOR WOOD CONSTRUCTION; EXAMPLES 16 2...•............._....24 CCTTstA ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLESL..................26 t!i l52 S2 must PAOTUREe 8)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED 70 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING yLLy'�L-�F Itt BypGT, CODE,AND ARE APPROVED FOR IMPACT AND NON•lMPACTAPPLICR710NS,MULLIONSAREONLYTOBEUSEDWITH LJ 4 `��' 0 PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. a Ail OETALG 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. "'LG I NOAI20NTAL A'O,OM. {MMF---- MULL SHEST82aIII QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN ANDOPENING LENTittiA_.O.NTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA, LENGTH INSTRUCTIONS! 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBStr-T)FOR THE OPENING USING THE ASCE-?STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCr3 FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 28 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR(TRAPEZOIDAV. PRODUCTRBYMBD a-Inplyhlswhb IbsPkrlds "I LENGTH I` �---OPEN NG WiRTH--� r--HORIE.MULL LENGTH--I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY N B81FT')FROM TABLES IA THROUGH IBA,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING DuBdlg008d0 THE MULLION TYPE LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORI20NTALLY),THE Acocplml¢4N,aFD..9r.• !� MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(URSM FOR THE OPENING OBTAINED IN D,ahff OPENOtts STEP 1). HElollr 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS),THIS VALUE s e Pros EOLCu"R°t`> OF [NO LLL NFO u VE REPRESENTS THE WINOLOAD TRANSFERRED TOTHE SUBSTRATE BYTHE ANCHORS AND MUST BE MET TOATTAIN THE FULL MULLION CAPACDY. tit 4111!t r I HEIGHT LENGTH MULL V MULL \ / LENGTH B)FROM THE ANCHOR OAPACtTY tt88)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE NN hj/ 7�ii _!I ANCHORISUBSTRATFJANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFYTHATTHE REQUIRED ANCHOR • UCENs�•.�ld.���� CAPACITY IS MET. * ' OPENING WIDTH _ NO,98705 SINGLE MULLION SINGLE MULLION �FORVERTICALMULL 7)IF THE MULLION CAPACLTYILBS")OBTAINED IN THE TABLE IS HIGHER THAN THE OOF IGH PREP REQUIREMENT(LBSIFT'►FOR THE OPEN EN WIDTH OPENING,YOU MAY USE 7HE'ANCHOR CAPACITY ADJUSTMENT FORMULA”7O OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED,WITH THIS "D i VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS +� "� :'•t4J�� L FROM FIGURE I ABOVE 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFTA)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %,�'•,R4 C(/ CAPACITY(LBWTPI OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �i S '•�FT��A,•'' �C�\+� PRODUCT ASSEMBLY. �NG0 e)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFICAPPUCATK)N WHEN USING THIS NOATO APPLY FOR A PERMIT. A•LYN tLIELt`t,P,E. FL P.E,M 5B70b SW VVI DETAIL • DETAIL 8: MULLION 19, 6 MULLION TO 2X WOOD 13UCK "tm MULLION ATTACHED TO 1X s CO" TYP.ANu1OR 4 OR WOOD FRAMING WOOD BUCK AND MASONRYAND on (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) avAA SEE SEE TABLES SEE NOTE 1, t i ULLIDH 1 1 SHEAT U �•. .,• ..,• tbm 1 1 0, ONSEE BEd j° I I CONCRETE 4R CMU • • DISTANCE,�a2li-2-3 _ EBEETA8LE8EDGE : '- -- _ ...__ ° -. -_ _.-- 1 to �- - EDGEDISOANYE 18-060 W.DISTANCE u - !- -=e`—' .. FORMAS - _d a CAW== � 1 a ANCHORS -_-- -- d -0 A BCREWa ( .25VMAXFOR °44 I t r SDE VIE F y ALL MULLIONS d a o ° _ _ OFFBE MULL -_._ _.__ _z Z a ° a 4• a a °a EXTERIOR a a tNSTN.tEDBY ° d a EDGE ° ° TF118METHOD � e+ e q a ° 4 DISTANCE 44 a a FOR ° ad .a • O 0f LIAS �' ° a xECOMGFttBiND�ED iOR ANCHORS N p� a fF!•-1K mti4$V B EXTERIOR °4 °y w7NnOWaettr AaY ° a AG4408 USED FOR a52 OTHER FRAME TYPES. 2 ga TYP.ANCHOR 7YP.AHCHOR TYP.ANCHOR PBR SU88TRATE. PER SUBSTRATE. PER SUBSTRATE, SEE TABLES 18.160 SEE TABLES 111.168 SEE TABLES 10-160 J i DISTNCGAANCEE BUCKBTRIP BEE TABLES AND BIRDS SUCNSTRIP 18•168AND •a.•.!.. ARACHMENT '' BYgiHERS, ATTACHMENT EMeE HENT' 'i ,•I, •, 8EE NOTE 1, •.; ! 0YOTHER8, S , •.i BNEET 1. •• SEE NOTE 1, •'a• MIN 2.71031 CONCRETEOR CMU PRODUCTREVISED SIDE VIEW FRONT VIEW U00.0VIY1 E vDbtboFteddo BunlFRONTVIEW Aaaptm No $r¢ltBt(Dtt- INSTALLATION NOTES: tntn Vt 6 c a tCaatru 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESMNG OR STUCCO, ONLY.BECAUSE HE ANCHOR CAPACITY SQUANTITY OF ANCHORS AND MULLION St ZE BAB D PSHOARTLY ON THE ABOVE ARE ANCHORTO ANCHOR DISTANCE,HE ��R PICTORIAL REPRESENTATION �`�t14N...... CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE `ti �.' 410ENSF•,re. FOLLOWING SHEETS.FOR DETAILS A•0,EITHER THE STANDARD OR INTERIOR CLIP MAY HE USED. No.58705 ;TIC 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAO OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. %Q t gT S tt 6)FOR MASONRY APPLICATIONS INMIAMt•OADECOUNTY,USE ONLY MIAMI•DADECOUNTY APPROVED ••fi{q ly ELCO ULTRACON OR ELCO V4'S.S.AGGREGATOR MASONRY ANCHORS. i,S '• Rigg,• ��`� F�J4�R;�.E. LP. M 58705 ......................... DETAIL C: «I .12WMIK MULLION DIRECTLY ATTACHED TO MULLION INTERSECTION NOTES: ce MASONRY STRUCTURE (U-CLIP) (STANDARD CLIP SHOWN) 1)MAY BE INSTALLED IN'TEF-'OR'CROSS' INTERSECTIONS. 2)MAY BE INSTALLED HORIZONTALLY EITHER E TYP.ANCHOR (SHOWN)OR VERTICALLY. PORSUBSTRATE, STANDARD SEE TABLES 16-138 L 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 GO OFFSET MULL FOR CORRESPONDING MULLION, CLIP MAY lie TOP VIEW 1% INSTALLED BY EDGE DISTANCE 2 -- THIS METHODFOR MASONRY /-MULLION 0 '-ANCHORS-'--,- VARIES I #12STEELSCRONS, -SELE-DRILUNO OR PRE-DRILL MULLIONANDUSIESM11- -UU Go EXTERIOR 44 p MULLION z 0 EDGE DISTANCE 4 RECOMMUMEDFOR FOR Ma"Y FIN-FP ANCHORS wjNvOw$.oUTMAY ANTERSErTION ^ L AMSEUSED FOR U-CUP, OYHERFIMSTYPED. EXTERIOR TYP.ANCHOR 4 PORSUBSTRATS, < SEE TABLES 10438 TYP.ANCHOR SMSHES7821-23FOR 0 OUCKBTRIP PER SUBSTRATE, HOLE LOCAVIONS r- SEE TABLES 18439 Ll IYYp^i - AIM ATTACHMENT FRONT VIEW EDGE BY OTHERS, DISTANCE !2 EWE".;• SHEET Ill SEETABLES Ei. 16438 -,4 51 g EDGE 0 0 all 1�-.L.�ISTANCS SEETABLES A MIN 2.7 KSI CONCRETE OR CMU MiNZ.?KSICONrRMORCMU IFI-130 SIDE MI EW 0: FRONT VIEW SIDE VIEW DETAIL D: 13 MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES, /—STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL$HALL BE BEYOND WALL DRESSING OR STUCCO, I TYKANCKOR PER SUBSTRATE, SEE TABLES 18.138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION IRODUCrR BMW 96 ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEE SHEETS 0 CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 21-23 FOR HOLE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS vIld ODIN: pw IN Do t2Od.G 3)ANCHOR HEAD TYPE MAYBE PANHEAD.HEMEADOR FLATHEAD. MULLION 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL 0,SHEET 3. r, 'Pj0dUcICofflm* 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EGGS 'N%.I-k ELCO ULTRACON OR ELCO 1/4*S.G.AGGREGATOR MASONRY ANCHORS. DISTANCE eFORS706L STUDS TMINNERTHAN SEE TABLES FRONTVIFEW . 10 GAANOCOMFL(WTWITHTHS FL BUILDING 19430 'A �p COMA 2X WOOOBACKER MUST USES ATTACHMENT BY OTHERS. NO.66106 EXTERIORUGEWOOD ANCHOR SPECS SIDE VIEW NOTES: 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ANCHOR VALUES MAYBE USED, 2)SEE CORRESPONDING MULLION TABLES, /"01VAL SHEETS 5.20,FOR QUANTITY OF SCREWS, A.VINkRIL'Ill FL REN DETAIL F: DETAIL G: FIELD-MODIFIED MULLION CLIP DETAIL H: ANGLE MULLION CUP BAY MULLION INSTALLATION ® �� (F-CUP) (ANGLE CLIP) (ANGLECLIP) SEE DETAILS A•E, SD'OR 4D• SHEETS 2 AND D FOR INSTALLATION BAY MULL gY TO SPECIFIC SUBSTRATES. MULLION O O O O O O O Q 0 Ohm -- - - - --- - -- - ---- 0---_---=0 -- -- - -- - -- - - --TOP VIEW- -Z --- SIDE VIEW - Ix ca O SHOWN MULLION4'X.176• i TO- PVIEW 1 0 --EXTERIOR - - -- TYP.AN STR g • I --I � - - - - - - ------- — - I 1 PEfT BUSSTRATE, - - - - --� I i SEE TABLES ISD OR IEBTYPZ � A. g OR STANDARD MULLION CLIP I PERSUUBSTRATE, I I Z. DLI MODIFIED TO FIT FIELD 1 f EXTERIOR CONDITIONS. SEE TABLES IB•14B CD 1 I j Z a 2•X6-ANGLE CLIP, 2 Q 0 �` I I I 1 2PER MULLION END,MUST BE O MULLION 1 j 1 I INSTALLED INSIDE OFBAYMULL. F lo I rn 9 .- I I I j 1 1 1 I tf7 8 ANGLECLIP, W16L 2PERMUUJONEND, 0 Z Q 3 I I MUST BE INSTALLED a - O Q I INSIDE OF MULL,cb �ff�l�JJ i 7 A 9, TYP.ANCHOR PERSUDSTRATS, SEE TABLES 1B-140 INTO WOW, STEEL,ALUM INTO WOW,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIEOIN•FIELD. EXTERIOR ODUCTOMSIM O f9D015 lk -®� �8" �` �� mRcomply fnIwNlthe PlofldD r e Buildfa,caaf $,Os m I ® INTOWOOD,STEEL, O ACo¢p}N�tp NO. ALUM.CMU OR MASONRY 1)A0 M/ ® ® E008 H _:4•�s7 DISTANCE - \I oyro act Rlro PER EDGE -(�---(.9 ANCHOR \1111111ff�f DISTANCE Q PERANCHOR O NOTES FOR INSTALLATION OPTION 08 H' \� 0......,, �7/���/i�� LICENSE•.,FP NOTES FOR FOR INSTAL�T��p��ONS FF: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. a ; 2 DETAIL 0:SEE TABLES iB•14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE No.58705 ' 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 211•X.126'MULLION, LOCATIONS. 2)SEE TABLES 10138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 160 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :�� $A S; ` 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. .(\'•, F (�� [ORIOP. `r' NAL A.LYNN ER,P.E. FL P.E.0 68705 1 f TABLE 1A Mullion Capacity Toblo Iballe) OponingIMIdth(forver6calysporrirgmWiorw)orOponingNDight(rbrhodwM*apamirgmillom) UIt 60 in BO In 701n 601n 901n 100111 120 in 1401n 1601n �14 p -Rif' ;ffmp w4. Roclong w TraplTdong. Re41anp11e1 7lap/idang. R+otongul0r Tagmang. Ractangdar Trepmang. Roolanp IV TfOAMong. Raolen0ular TngMtng. Rodangdar Tropntlang, Realangalar TropMang. q �r 1%2X.126 Lowing Loading Ladle Losdn9 Loadng Loadng Loafing Loafing Ladng Loadng Loadng Loadn9 Loaft loafing Ladng Loading LoaQlag Loafing Y 8 Alum Tubo I a I III a a I I a I Ian 111 1 a I I a I h I a I I a I I a I � I I a 1 }xin m.e ,4a 129.5 J32 c42 4011 uea 328 70.9 4011 107,2 Jet 119.11 4D6 1,240 3to a2.t 400 fa.o 31e 1111,9 406 1a.o 312 411.11 4a 101.0 Jlo 3aD 4011 ta.o 319 Jao 4a fa.o Jte � 4a 1. 71.9 Jit 616 280 6x,1 312 73A 282 83.5 312 WA 246 40.0 312 BJ.2 216 11.8 312 61.3 2N J7.6 312 01.0 2N JI2 -012 61.0 211 20.6 512 6L0 241 210 -J1Y 01:0 241 =-- ---- -- ---- -- -- - -a r -N--- 60.6251n 03.0 281 70.6 234 53.2 281 61.6 230 45.6 201 647 224 39.0 201 82,1 222 30,6 201 60.1 22D 31.9 251 49.3 219 20,6 281 49.3 210 22.0 201 49.3 20 20.0 281 40.3 210UJI ^� g, aln 620 247 57.0 207 43.9 247 19.6 202 37.6 247 W103 247 41.5 100 29.2 247 JOA is 250 247 J8.4 193 21.0 247 30.1 193 tao 247 38.1 193 144 247 J5.1 103 ca O 60In 35A 200 41,2 170 UO 200 JBA 165 27.4 200 200 20.0 100 21.3 200 27.1 169 IDA 200 28.D 167 10,0 200 26,0 188 p 631n 33.1 181 35.3 153 21.6 161 Jai 162 23.7 101 101 24.5 146 f0./ t81 228 144 10.0 151 21,7 t4J -66In 20.0 1511 304 142 24.0 166 20.1 139 200 168 toy 21.0 134721n 22.4 139 230 120 10A 130 10.D ifo 10.0 130 LU 76 In 15.0 125 1113 109 18.7 128 Ime 107 N Z 78111 17,5 118 15.2 to TABLE I ANCHOR CAPACITY ADJUSTMENT FORMULA: o AnohorCe aol T6bla Ib9 eubsImla. 2.7k Cawro o 3.5k cm. HoOowcMu Rod= Pi Marol (DP,,,)%(ANCHOR CAP.,,•,,,:- ANCHOR CAP.- NI6'Elco 1!4'88 Eko NiD•Elao 1/4'85 Eloo BIOBIo11 e12Bleal 41261ad MULLION CAP„p„�a AncMt17p0: 9110'Ebo Ullmoon 1A•Eko UAmom JIIB'Eko Ulunca 114•EkO Ullroom X AnehorCllpPaltom0 ultmaa ADgnnaW u0mem n9growta eoraw(05)samw(05) S4mw(osl USE THIS FORMULA TOOBTAIN THE"ANCHOR N N Edge outwo(Int r 2.112 t" 2•Iw 3.9B• 1. 2-Vr I P 2.1,21 2 1Jur r CAW 0.54' 0.3211 CAPACITY REQUIRED'CORRESPONDING TO AN U EmheOmclt talo• tare MV 7,214• r 1.114• 1.114• 1•fR' I•IR' 1414• 1•iN• r 1,216• tare' wda ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchola 64.75• 1x.0.0. Standard or obd lFq.t7 asoma JBO roa 4501" 901" la+Ibn xomo Zea me Js+ma 740 ma s4 Bal aema JN lb9 4+Ibo 1" OPENING,WHEN IT IS LOWER THAN THE MULLION a ~ �r0 4Andm@l.ib'M.0.C./Blandard(orObo C6pffig,2); 4001" Tog lbn WA WA WA WA M140lbst?1IM WA WA wa WA 6021b3 easib0 1125 im CAPACITY(FROM THE TABLE)OF THE SELECTED 4Motroro WN 0.C1R12a6A1p:oL11 I(Fq.4 780W 780 PA ee0lba 156010a 1690 lot a0 ma 700 ma 7401" 6601" IMIbs 682 ms 695100 11201b0 MULLION.IT WILL YIELD A MINIMUM ANCHOR gX 2 Allctton 6008.5111.0.0.f U431p,IM0.125'AWm,(Fq.4 WA WA WA WA WA WA WA WA WA WA WA WA 716 roa CAPACITY WHICH MAYBE USED TO QUALIFY 'An0larl FCllp q,6r, teS mf 1061" 2251" 445Iba On Ibs 1351" 3701" 1571M 33x b3 473 roa 171 roe 2211M 290roe ADDITIONAL ANCHOR OPTIONS FROM THE 2An0hOM991.16• In.O,CJF-0 .Ot 240roa 770 ms WA WA WA A WA WA WA WA Nfma 497100 6801" ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: I l • • • • • • wunupllylng ni011br 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODCTRBVI9RD Flwida g TRI SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 5•O^ --y I,OOD' r- Aw�gpmcoNo 7. 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 21.23, I lams Bda Pro uct Control • • F • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2,000' ll I I I 1111 I II FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L 125• ;�� �1��'v%CeN3F.�/��8`p CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•00,WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 8: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6003.76 AND BE A MINIMUM OF.125' F = *1 No.58705 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046•THICK(10 GAUGE),STRUCTURAL STEEL TO BE AT 1'%2•X.12E MULLION • LEAST.126'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND j • • THE MATERIAL,410 S 412 ANCHORS INTO WOOD MAY BE STEEL,1843 B.S.OR 410 S.S. g�tlps s A LYN I�AII I R.P.E. FL P.E.#68705 L TABLE 2A 9 � + Mullion Capacity Tablo(Iba/101 �� Opening Width porveNcel-spenni minors)orOponing HolOht(torhod nta apordi g mUOons) ' 601n 001n Min 601n 00 In 10011 1201n 140 In 160 In ofo Reel orw m Tnprdare. Rmlorcular Tmp7Mrq Reotstl0utu hepa"dom. RxlenWAar Trap ano Re4teVAof Tropmare ReotergUaf Tmp?dere• fwtamuler Troprden6. RealsreNsr TrapTMry. Reatorcu or hsprtdan0. p i x2x.374 L•Law1v Loadlrg Loadlrg LoWI09 Loadap Loodim Loadire LNdIrIp uoodtr9 Loo11nD Loadbq loadkp Loodl03 Loadhp Loadbrg Laaa;np LoWlre are Y Alum.Tube Mullion ---- -- 421n- 170,0-020--170.0 438--161.3 -687-170.0 -470 129.7-BW--170,0-608- 113.8 882- 169.61-618-100.0-681 -1668 .817 90.8, 681_ 1840.-B17- 18.7 082 168.0 8/T 64,0 882 1640 817 60.7 662 leap 817 481n 111.9 607 1340 410 107.4 607 1147 110 89.0 607 108.7 403 740 807 1020 399 117.8 607 948 397 EoB 607 OB.O 3BB 60.1 607 09.0 380 {3.1 601 00.0 395 340 601 K625 In 103.7 W50 114.8 370 �A 166 049 371 74.1 4156 90.6 384 84.6 456 64.6 380 67.0 46a 81.3 367 81.8 450 00.0 368 422 466 OD.O 360 J7.0 466 60.0 386 32/ /6B 80.0 JSB 2 �� N 841n 86.4 400 03,3 338 71.2 400 60.8 326 51.0 400 71,7 322 83.4 /00 87.3 318 q.0 /011 61.0 378 427 100 82J 314 J4B 400 61.8 313 30.5 400 61.0 313 20.7 400 61.0 313 CO cO�i O BO In 823 321 88.0 178 81.0 321 87.8 170 44.8 724 61.1 367 38.8 324 6148 260 310 314 6138 267 31.1 324 420 666 29.0 j142 76.2 321 40.6 767 1D.6 J7A 40.6 76J r7 iLS J 0310 63,0 204 57.4 262 44,8 204 491 248 384 2% 43,0 241 MG 294 348 237 240 204 37.1 234 249 2B/ 342 232 224 O 142 294 33,4 230 10.6 204 33A 730B01n 440 708 /9.0 730 340 280 124 ?78 33,1 268 37,8 771 28.2 268 31,7 216 240 1118 31.8 218 23.4 288 28.8 717 146 10 16.7 268 77.7 209 14.8 160 27.7 209 Z721n 30,0 226 37.9 lee 30.0 778 322 IV 247 276 2Dr1 100 ?26 225 25.6 186 200 225 23.5 102 10.0 228 221 180 16.0 7 120 756 19.8 176 11.3 228 196 1767B 1n 340 202 32.0 177 248 702 27.2 173 21.8 202 23,0 170 10.22062f.6 107 120 202 10.7 W5 143 202 144 103 120 O 10.0 702 190 168 0.8 702 18.0 168 7a In 243 182 28.6 lea 23,8 101 241 165 20.2 102 27.0 107 17,7 182 1617 169 147 182 18.1 107 14.2 192 1618 t6s 11.8 2 10.1 187 11.4 160 4B 187 14.7 1 150 DO in 10.6 144 18,0 128 144 144 741 176 O (k3 in 147 127 18.9 113 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: to M Anchor Coonaltv ToblDfibs) ANCHOR CAP,,,,,,,,,, � K Q � Bubslmlo: 2.7klbnotala JbkCufo. HDD4wC7,1 FakdCAtU PTWo00 MOIsI (Dw)X( )=ANCHOR CAP.,,, , N Lioq MULLION CAP.AnchorTypo: JIIW Elco ullmoom 114•Eko Ul6om "IV 009 3110•Etoo larocon 114'ElcoUIIme4n 114.88 Eloo 61111'Elea 114.88 Eko d70 81101 OI2 Bkat WI2 sledAnahor Cllp Pa1lomo ullmoon AeBmGalm Ia6mon AgW"or sorav(oe)Botax(Gs) eo ow{061 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edv INstonoo 04 1• 2.11V r 2.112• 3.118• t• 24!2• r 2412• 2' 3-11W 2• 0.46• 0.54• 437A• CAPACITY REQUIRED'CORRESPONDING TO ANEmbodmonl n. 1.V 1314• 1.314' 1,V4' 2' 1.114• 1414' 1.114' 1414• 1414• 1.114• r 1.V8• I-w links ACTUAL PRESSURE REQUIREMENT FOR THEaAwhom®4.7 Mm.00.fBle mmODaalglplFlpt, 390 3901bo 45010 6901bs 1044ros VOlbe 2800 J84ms 740160 711 Ns e4o10 fl 42116 OPENING,WHENTfIStAWER7HANTHEMULLION '' 4 Anchors®1.16•M otIlI BtanalN(m00se8q;p(FIO.7Y• 4800A 700Ib1 WA WA WA WA 38D lot WA WA WA WA WA 6112lbs Gas lbs 1120168 CAPACITY(FROM THE TABLE)OF THE SELECTED 4,11 leo lbs 4180 ms 16001811 109610 6/0 t0 66)10 WA 760l0 i4e10 saol0 1092 lbs 1;ez 189 86524 112010 MULLION.IT WILL YIELD A MINIMUM ANCHOR BAmlam 0 DAY Mm.0.0.1 UCBp,Inlo.126•Alum.Fq.4T WA WA WA WA WA WA A WA NIA WA WA WA WA WA 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY f An-Mi 1p Ft0.6} loslbs 190 mf 225 Ito 445167 6121M 1JS ros 140 lbs 17710 37010 for IM 33210 479 too 112 In; 72110 290116 ADDITIONAL ANCHOR OPTIONS FROM THE 7Anchors 0t.16•MN.O.CJ F431p(Flo,0 2401Da 350lbs WA WA NIA WA 1901Ds WA NIA WA WA WA 341106 442lbs 600 fool ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODULTM1npR�BVIBBD F GU E 1; IGURE 2: TABLE NOTES: of co g4 whil Ibb Nlodda�• • '011)SBE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. cwpbmmNo VJs SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, -�{ 1.000' �- ata �j FIGURE 3F 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Imd�00 Uel troll 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 212000" .23. 1111 I I I • • • • HOLES TO BE DRILLED IN THE FIELD . FIGURES SHOW SUGGESTED,APPROXIMATE IHOLELOCATION9 RESTRICTIONS SHOWN ONSHEETS 21.23. y 4YNN 4���`�/L��/ ANGLE CLIP MUST BE USED IN PAIRS, 376" f\GENS�r •.FQ �' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED FIGURE 4; FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-rREATED = *,: 140.58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083-TG AND BE A MINIMUM OF•126' 1•X 21 X.376'MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE STRUCTURAL STEEL TO BE AT }/,cr LEAST A26'THICKAND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '1, ! ,�°� �S • �� THE MATERIAL 010 8#12 ANCHORS INTO WOOD MAY BE STEEL.18 0 S.S.OR 410 B.S. :O •. fATE 0NA%- .� A LYNN MIL'dN.P.E. FL P.EA 58705 TABLE BIA Mullion Co ao Tablo iba/ftt } � Opening Width(tor 99t0cegyaponNn3 m111forl9)arOponln8 HatOht(for hod23ontoly-epartnin0 muIlon9) Ell In 601n 70 in OO In OO In login 12010 1401n 16010 8( O Heclongutar Tro drq. Renengulsr TrspllHana. Raalangutar Rap7dwp. Ractongdar Ito ang• Rectangular Tru ang, Reata1911or ung. Reb ar itepmf,rp. RCetanB.rl,r DoplTden9. n 1 x 2.78 x A'm p'IllenO. Ron,npuu na .376 Alum. (3edng Lo,dnp Leading lo3dng fA6d11g 169dng Loadnp Lowing Leading LO4drrg 0 Loddng Lobft Learg Laodng Loafing .$&Loafing Looting Loadng gY Mullion Ica 1210 170.0 020 170.0 410 170.0 7N 170,0 478 Wall 866 170.0 600 170.0 092 170.0 big 170.0 1118 170.0 621 170.0 124D 170.0 621 146,7 1301 VU 621 127,0 1301 170,0 521 111.6 1301 170.0 521 0 --- --- --4810-- 170.01-705 170.01-624- 170.01-60 1700 -661- J70,01-092 170.0-630 170.0 1133.170.0 -661-161.0 1139170.0-air- 138.8-1179 170,0-000.10.0 1139 170.0-860--07.0'-1119 170.0-600- 68.1"1138 110.0 -000-- -'---- ------ -- - ------ --- 50A26in 170.0 747 170.0 563 170.0 080 170.0 031 107.0 1032 170.0 664 110.6 1032 170.0 723 1330.6 1032 170.0 747 117.0 1032 170.0 166 07.0 1032 170.0 760 03.0 1032 170.0 766 73.4 1032 170.0 766 � � � � �� N 64 In 170.0 767 1700 812 101.7 007 170,0 691 1762 007 104.7 1311 1203 9% 162.0 7213 107.5 007 14LO 714 66.0 007 141.1 710 OOA 607 140.0 7119 69.1 007 140.0 709 60.5 001 1100 700 LU 0010 141,1 7JS 161.6 026 117.0 730 1JO.J Btl 100.0 730 U8.0 500 08,2 716 100.2 520 761 737 09.5 603 70.6 730 00,1 570 60.a 735 060 614 60.4 116 01.0 574 44.1 7336 01,6 071 -{ 0310 121.9 060 130.0 570 101.8 680 111.6 667 07.0 688 96.0 617- 70.2 dW 80.1 638 07.7 880 61.8 671 60.9 no 70.a 62o- 60.6 OBB 76.0 621 11,6 666 18.6 621 36.1 a� 78,6 621 6610 100.0 607 112.4 611 06.3 BOi 00.1 Olt 767 607 00.0 601 68.2 007 71,1 481 60.6 007 71.6 486 63.0 80! 07.0 451 112 007 03A 470 37,9 607 02,7 474 33.1 007 62.7 474 Z 7210 OLe 610 81.0 143 06.0 610 73.0 IN 68.3 910 61.1 420 61.0 61D 57.9 419 161 010 6L1 413 40.0 610 60.0 400 34,0 510 45.0 402 202 610 11.4 193 26.5 610 44.3 390 N 76 in 69.4 460 72.0 400 07.0 460 61.1 382 40.6 160 64.1 305 43A 460 40.0 376 JOA 160 44,0 373 31.7 450 CA 300 269 460 1 37.7 382 24.8 450 30.0 359 21.7 460 36,7 366 0 Z 7610 612 430 07,0 301 53.5 436 60.0 313 469 435 40.0 360 M306035.7 363 436 40.9 366 32,1 436 30.1 761 283 476 34A 111 22.0 434 320 311 20,1 470 32.Z 310BON11A32743.1201134.0SOA 2W 200 327 31.0 200 232 SII 25.7 211 20.9 327 23.7 268 17A 327 2t.0 262 14,9 327 10.33901n 34A 207 35.4 267 267 287 20.9 252 24.0 257 200 240 ID.t 201 20.8 240 17,2 207 10.3 237 14A 20710810 24.2 227 24.7 205 20,2 211 20.5 201 17.3 227 18.0 160 Ill In 22A 216 22.7 191 10,6 215 10,1 191 15.9 215 10.0 180 W Y_ 12010 173 184 1 17.9 101 a T Q O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: Sq �O Anohorco col Tabb Ib>t ANCHOR CAP.,__ g �D: eu wi¢ 2.7kConercto 3.6,Cona Hdlowr:61U Red CMU PT Wood metal (DP,,,)X( ,aANCHORCAP.,a. 814 D;m(Y NIB•Obo 1/4'68EIoo 6115'Eloo 1/4'88Ebo 01061col 61261401 9128teq MULLIONCAP.,,N„w, Anchor typo: 3110'So 111 Eboulwam 310'ExcUllroopn tl{•EboWwaan A9p030otor 08030011 Aggreo,tor 8orm9(86)0omw(051 acraw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCllp POtl9ma tn9aom Edpoaroncopn7 1• 1 2.112• 1• tam 3.1ta• r 1 242. 1• 2.112' 2• 3•v8' r 6461 0.541 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emlawnant fartiar4• I•>14• WN' >~ I•fn• 1.114' 1-U4• 1.114• I-tie I•IN' 2- 1376• I.1IB• MAID ACTUAL PRESSURE REQUIREMENT FOR THE 2 Iron IM .76'Win.0A aw SAI orcmatt (Fla.1k 390107 1 -450V- Mies 1644 W 0 Me 2801b7 3 bs 740107 -74 1be 86110, 946 311103 4423 NO rb, OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anatgm d01.16•MN.0.0.f Btandord(or010a1)CA Ell 6I: 460101 70010 NIA WA WA 1uA sac lh, WA WA A WA WA 882106 B651bb f 1211 N3 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anehq,697 In 0.0,!X2)246.011910 CBp71'FV 9k BOIDa 780(07 0801b3 1d(IOIe7 i6981e7 810112 560b, WA 7601ba 7401bc 980110 1992107 w2Ia 6a51bo 1120103 MULLION.IT WILL YIELD A MINIMUM ANCHOR Z AnehOro Q0,45'MIn.O.C.f CBp,Into..126•Alum.(Fq,4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715103 CAPACITY WHICH MAY BE USED TO QUALIFY I Aneharf FCO F.6k 19710 i85IW 06100 44610, 872103 133310 14019, 17715, 3701be 167100 3121b, 4733 IOD 170100 01103 260107 ADDITIONAL ANCHOR OPTIONS FROM THE 2AOohor, F15-MV,O,OI FCII (FIp.0): 2401b, 350 to WA WA WA WA 18010, WA WA WA WA WA 3lf leg 4171h6 660 ro7 ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ODULTRBVIBBD co lot whit Ow plollde Idles 0tWo,1 tralcoNo".L FIGURE 1: FIG RE 2: ooOp TABLE NOTES: oI10010 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I 6 oPtodecf Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `���ON� LYNNAlj I��G F• • I F 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. T1 No.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90,WOOD SHALL BE PRESSURE-TREATED 375' fT111VF ".,YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0083-T5 AND BE A MINIMUM OF.125• ' Q • S . THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT % '•.,FCORIOP,. C • 1'X 2.76'X.376'MULLION THE MATERIAL.#1 Ni#12 ANCHORS INTOIOOD MAY BE STEEL,18-8DS,OR 410 S.S.OEW THREADS BEYOND '!S��'/flNAI. A.IAN1MILLEA,P.E. FL P,E.#68705 TABLE 4A � Mullion CB 6o TB010 IbaM° OponlnpVYldth rorvsr11ce0yopardngmd0oro orOponln0Helght(rorhOAm* erWrgm>aloro) a: te 501n OO In 701n I04in 1 OO In 1 1001, 1201n 1401n 1001" ����}}771 1%2.7871 Rectangular IVWMen9• Rectanigilm 170. w9• ft"Imwo Toprmae, I fboWtWTeplmeng. Rwlanyte Taprmm0. Roolwgdat Tmprmeng. RoclenVAN Teplillnp. RedaVAlf Tuprmeng. Redenoular TW79lmg• s4 650Alum. lotda0 0,64,914 Loadnpp Laadng 1.0!1409dnp 14 lwLading""" Ladn9 Loadln9 Loadra Ladnp' Lw6np 11116,9 Loadn9 Lowingp Loadnp Ladop Loadog �yt Tube Mullion 421n- 170.0 010 170.0 735- 170.0 144 ima 47a 1700 100- -170,0-608--170:0-m- 170.0.510. 170.0 -1115- 170-01-521- 170.0-1240 170.01-1121- 170.0-1100-170.0-621- 160.7,1610._170,0. 621_ 138.8 IBM ._170.0 621 - --=- 45 in 170.0 708 170.0 0.34 170.0 ash 170.6 664 110.0 992 I 170.0 830 170.0 1133 1ra0 eel 170.0 12m 110.0 077 170.0 1417 170.0 000 111.7 1417 17oA 020 120.0. 1417 110.0 680 109.3 1417 170.0 060 -- -- - _ - -- 60.0251n 170.01 747 170.0 513 170.0 OS5 170.0 071 1ra0 J21 70.0 061 110.0 110.1 170.0 723 102.8 IM '170.0 747 146.3 1286 170.0 766 121.0 12801170a 750 104.5 1260 170.0 700 SIA 1280 170.0 750 64 In 170.0 797 170.0 0.12 UJ 0 170.0 650 110.0 091 110.0 70,0 T54 160.7 1130 170.0 e03 133.0 030 170.0 837 120.6 1130 170.0 656 100.5 1130 170.0 001 80,1 1130 170.0 601 75.3 1130 170.0 801 6020 110.0 B86 170.0 701 146.5 015 1413 781- 125.611.5 740.409.0 GO 1321•733 07.0 -015 123.0 -720. 07,9 014-11145 1M. 73.2 -016 114A 716_ 021 015 114.0 716 61,0 910 111.0 116 E-+ 13 11 161.0 030 101.0 710 120,5 890 138,9 000 100..013.2 661 01,8 036 1171 070 84.4 870 101.9 652 769 030 00,4 066 031 070 04.5 Bio 64.2 070 04.1 640 471 630 01.1 90 - 661. 132.1 761 140,0 It" 110.0 151 110.8 030 04 08.0 024 Oto 767 00.1 af4 13.4 7'J1 09,1 600 110.0 157 84.1 000 560 757 70.0 03 47.2 787 70.2 $01 411 767. 76,2 601 72 In 101.7 GM 100A 052 64.8 836 91.0 $10 20.7 0,1 590 03,6 176 723 521 60.6 039 601 514 660 ON 623 508 42A 630 57.2 NO 30.3 030 55.3 407 315 an $51 401 � IS In 891 671 BOA 108 111 671 10.0 460 0, /A 479 64.1 671 60.6 Orf 46.0 071 55.8 IBI 422 071 811 488 30.0 $11 47.0 N1 90.0 071 41.0 141 27.0 071 20.6 NO J 2 ,- et TO In BOA 542 WA 174 00.7 611 70.6 189 61.1 2,1 450 60.9 612 Sl.7 410 411 612 6tA M2 10.0 611 /75 431 33.3 $12 /2A 119 204 60 40.0 420 25.0 642 40.1 423 W In 62.1 107 63.7 301 431 407 15,4 365 312 39,0 340 02,8 /Q) 363 347 IaA 197 311 330 no 407 20A 3N 21.7 407 20.1 327 10.0 40) 24.1 3x2 181 401 23.0 310 � '•' • 901, /t0 360 20.1 320 as.e 366 673 311 30.7 21 700 26.0 330 20.0 301 1J.B 355 28,1 300 21.6 JOB 24.0. 200 171 3S0 31.0 Ia0 16.3 358 19.2 204 X � a 1061, 30.1 30J 301 255 26.1 307 36.0 261 111 x1 241' 10.0 207 f0A IM 141 103 10.0 210 15.1 103 10,8 x31 N N Ill to 31.0 207 243 312 20.1 201 7JA 236 18.0 260 235 11.3 207 10.3 231 15A 207 101 220 1201, 221 220 221 200 76.6 m 101 IOS 15.1 103 107 � X Q g TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: pQ ' ���4p0� AnohorClaeci Toblo Iba �ANCHORCAP �,,,� 8wA =AL la 2.111Ccmram 3.0110mc. ovowcmU FBled CAW Fi New (DP,„))( .ANCHOR CAP.,,, ' .3 pa Jlfr 61ec U1becon 11/•Elio Ui4eean df8Q00 3110-&-Ul»oa ir4.On.Lgaaaen 114'858ao 61WEloa 114'88Eba A U 0120teet d1261cN MULLION CAP,,,,,,,,,AnohorCOpPattoulbeca AggmOalat unraca Aggre9etm S m ps)Oamw(0a) ec"(00) USE THIS FORMULA TO OBTAIN THE'ANCHOR . t• 2•Vr r x•112• 3-ua• 2.1m r 2.1 r 3•trr r 0.48' 0.60 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN flAk 1074• I tan• I.M. lair r 1-114 1.114• 1.114• 1.9' 1.114' Mir 21 lair taw• waa ACTUAL PRESSURE REQUIREMENT FOR THE xAnoMn® ,a• o.0. su oro7ect 0.61E 1k MIN 300ma Ina 600 M 16441 the 2501! n0. 40 a 37 04ec -0-40V- 9110 42 660 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchn0IJV Min.O O,r Stallard(or0mN)o6p(FIg.2k 4501be 700 ro3 NIA RIA WA I&A 3000. WA WA WA -WA WA 2-IU 7JEW 111oft CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anchme0r66n,o.ar xa6Atgio apaflFq•3k 7750roa No HIS 150000 imwa 570 rof 560066 WA 700 roa 148I6e 860100. 7ffi1ba 6620. 9a EIGER MULLION,IT WILL YIELD A MINIMUM ANCHOR - 2 AroMn 4Sf 015'Mn.as l Urllp,Inlo.125•Alum,tFq.Ik WA WA WA WA WA WA wA WA WA RVA MA WA WA 7101! CAPACITY WHICH MAY BE USED TO QUALIFY. - 1AftetWIFF-WOF 6. iWIDe IBSroO 310IW 40lba 8261be -'f35-W3 IIOIa 17715 7510ma 187106 33z1b0 473 roe lroroa x1IIb0 2001ba ADDITIONAL ANCHOR OPTIONS FROM THE x nohow f.m•6vn.o.aF4x a Home 3soroe -NIA WA A N/A 190161 wn wA -WA wA A 511M 421ba 5001be ANCHOR CAPACITY TABLE RODUCIIaR�BWBBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, CIRCLEDVALUES ARE USED IN THE EXAMPLE ON SHEET 24. u0�1YInpwN710o PlbddO,- r�++ on A FIGURE T IGURE2: TABLE NOTES: aaePt4r�a•a 17 � 1,000' � .. � OW I2�(o 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 41 ~ Pr �+ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, r am ado a 11 Cdnlrol 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. I \\\11111I17rrr FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2150" • . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. * No.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED = CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C,90.WOOD SHALL BE PRESSURE-TREATED 0 0' FIGURE 4: FIGURE 5: FIGURE S: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF.126' '2�{��;'w S ATE 0' �(/ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK 18 GAUGE).STRUCTURAL STEELTO BEAT ' s FlOR10P. LEAST.126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X 2.76•X,6501 MULLION i t`' • . C9 • ( ) THE MATERIAL.010&012 ANCHORS INTO WOOD MAYBE STEEL,I"U.S.OR 410 S.S. CONAL 1� %�` A.LYNNII LER,P.E. FL P.E.068705 TABLE SA � ® " (A�� Mullion Capacity Tablo Ib6N11 x Opening Wldth(forvarticallys arnin md6ons)orOponlnSNolght(forholzorial"pareingmdllora) 5e 6010 601n 70 In 601n 001n 10010 12010 14010 16018 Roolon0ulaf To ane. Rectangular 7141,1701.It. ROct 0,lgulm 1Fgml am- RectatOtlar TwpRtlDng. Realangulor TIW M.D. RoDMngul, Tmp7d it. Rtduwlar MW Illang, RoalangWar TmprMana. RaclwWler Tropmeng. g a 1"7t 3.126"X Loadu0g Loadng LoadnO Loafing Loafing Lo6d0g L.60 Laadng Loading Loafing Loadng Loafing LoaLoWoti Loading Loafing Leading Loafing 8x Tube o 42 In noo 1 ego 1170.0 134 00.0 744 170.0 Ire 170.0 eaa 170.0 606 00,0 1 902 170.0 61e oao me noo 621. 110.0 1214 flag 601 170.0 1404 170.0 621 170.0 4136 170.0 621 761.0 1601 oxo 621 - -- -4810 - 1701-108]00,0 Gt4 170.0 490 170.0 -684 170,0 BPd 170.0 630 170.01 1133 170.0 -661 170.0 1216 170.0 671 170,0 1417 170.0 660 167.7 1671 170.0 680 135.1 1677 170.0 000 11&2 1671 1170.01 660 --------------- - Ld N 60JM61n 00,01 747 11700 663 17D,0 I M 170.0 031 170.01 1048 170,0 684 170,0 1106 170.01 723 170.0 1345 170.0 747 1170.01 1494 170.0 760 110.71 1406 100.0 766 121.6 1405 170.01 766 106,3 1406 1170.01 766 UJ 041n 170.0 707 170.0 610 170.0 g90 IToo eel 170.0 1116 170,0 754 170.0 1275 170,0 603 10&1 1401 170.0 637 119.6 1401 170,0 056 124.8 1401 170.0 eat 106.0 1401 170.0 801 038 14ot 170.0 681 IN 601n 170.0 685 170.0 701 170.01 1003 170.0 707 100,6 1160 170.0 076 139,7 1160 107.0 928 123.3 INS 168.6 917 111.0 1150 149.7 010 02.5 1158 144.6 003 70,3 1160 144,6 003 BOA 1166 144.5 903 -7 J 6310 170.0 030 170,0 745 HMO tole 170.0 050 137,0 1040 165.6 600 110,8 life 141.7 040 100,6 1049 132.0 030 05,0 1049 125.5 620 79.0 1048 110.3 020 08.5 1010 110.0 Ole- 69.9 1049 116.0 610 66 in 164.0 00 170.0 760130.0 066 161,3 504 110,1 066 133,7 786 1043 866 121.4 776 02.6 054 112.6 766 03.1 865 100.1 767 80.6 OSS 09.6 749 1 89.0 064 98,7 740 821 066 00.7 716 Z W 72 In 120.6 BW 194,0 607 IVA 803 1169 ON 01.0 603 101.1 810 00.3 903 01.2 660 718 683 03,0 040 04.2 003 70.8 642 67.4 603 722 832 44.9 903 9&0 820 40.1 603 60.7 027 .,.yam�.y 11).1 � 2 70 In 1002721 114.1 620 01.0 721 910 Ole 70,0 M7 e6J 6o5 68,3 721 10.6 505 00.7 nl 70.1 60 44.0 MI 94.4 870 46.4 721 50.4 680 30,0 721 610 664 34.1 721 50.1 603 C 70111 101.0 004 106A 600 64.2 60) 66.4 607 122 064 76.4 876 93,1 1 684 1 708 607 40.1 084 1 84A 550 60,6 ON 69,0 661 42.1 004 1 64.1 611 36.1 604 663 630 31.0 O04 1 60.0 O04 .- � 001n 009 614 67,0 160 64.8 614 67.3 448 47,0 611 60,0 MO 41,1 614 44,0 433 30.6 514 40.4 427 329 614 37.3 421 21,4 514 31.0 412 23,8 614 304 406 20.8 814 29.0 103 N Z C win 642 452 46,1 404 45.2 462 47.0 398 30,7 462 40.0 200 33.8 162 30.1 304 311 462 32.0 379 27.1 142 30,3 373 02,0 442 28,6 386 fAA 442 212 759 10.8 462 22.8 366 Tn N `- f091n 3H,1 367 3&0 312 31,7 351 32.7 717 27,2 357 MA 3/a 21.6 347 28.2 306 21,1 557 22.7 303 18,0 397 20,8 289 14,0 367 16.0 283 13.8 357 102 081 17,0 367 16.0 203 LLNNf N 11110 36.1 338 358 300 29.2 320 30,1 301 Z6,D 378 211 208 21,8 308 03.1 282 70,5 378 x0.4 x80 17.6 370 18.0 204 11.8 378 16.6 270 12,6 3311 11,8 273 17,0 330 19.8 200 'f' M UYj 2's 12041 x7.7 289 282 263 23.1 260 x3.7 269 19.8 269 00.6 256 17.3 20 10.1 x62 18,4 066 18,9 249 13.0 288 14.8 2/e 11.8 289 12.0 240 0.8 280 118 278 0.7 280 108 23x a X < 40�g O TABLE 5B nohorCapacity Tabs Ib0 ANCHOR CAPACITY ADJUSTMENT FORMULAi �p ANCHORCAP'11) Y4 0 fUrc o &61ICMt. (1011004 QAU F019a CAU T 000 MWtl (Dµ0)X( aANCHOR CAP.u, � -7 &1&1 Cleo 114.58Eko 6n6•EICO fWSSEICo O106fed 01261001 N12ateat MULLION CAP,,,,,,,., A6charCllpPaltome Anchor 916E1ta101mem 114'Fk0U6mCOn unwon 910EIc0Unraal V4'ElcoOnmton Agere0dor UOmcon AggreOtlor 8rmw(06)scfeellm strcw(015! USE THIS FORMULA TO OBTAIN THE-ANCHOR EdgopelDrca 1• 2-111 1 r 1 2.112' 3.116' V 1 2.1121 1' 2.112' r 3401• r 0.461 0.64' 0.694' CAPACITY REQUIRED'CORRESPONDING TO AN Em"n"a l n 1414• 1414' 1414' 11-34' 2' 1.114' 7.111' 1.111• 1-114' 1.114• Mw r 1.96• 1416' Do ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ant mm® 71SMIn C,18ton or660 1 (Fig.fy DO 390 14 450 rot 000 E4 ISUIDS a70ro9 260101 3UIM 74 m 374-lbs 66V15T_ 976110 371101 442101im OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 401.1H•MIn O.C.I alnmmrlCar Otbet CUP ft 4 400101 700103 IUA IUA NIA um 360611 IIIA 10A u/A IUA IVA I 602ros 665 i4 1120101 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Alchtn 443'6110.0.0.1 216MgIDCOI109.4 703IDS 760101 MIDI 1660 tm 1008015 04 IDS 66014 U1A 760110 748101 680 Me f692R4 6820bs 666101 1120101 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3ArcMm 00,45`14to. ,O.IU-0 ,IOlo.126•Alum.(F19 Iy NIA IVA 1111 IVA NIA Nw un I11A IVA UTA IVA IVA 111A IVA 1073110 CAPACITY WHICH MAY BE USED TO QUALIFY tArct6r1FC0 96 105 IDS 103110 '226IDS 4451M 622 on 136105 100101 In 017 370101 Tits %Atta 47304 ITOros 221 Me 260 he ADDITIONAL ANCHOR OPTIONS FROM THE 2Anrtom 7.18'1.010 O.ClFCU 6 240 IDS 35014 IVA IVA NIA 7141 too mo IIIA HAA 111A IUA IVA 371100 442101 660101 ANCHOR CAPACITY TABLE' RDDUOTRBV69aD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, oonrylylno 1rObtboFloddo F 1.000'►I u0dln3 6 No 0G. 0 FIGURE 1: FIGURE 2. TABLE NOTES: Dew .. C 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. I o Product tblltml • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. duc I III 71 j FIGURES 2)LINEAR INTERPOLATI ON BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3126, 1�cpNY „ „ !/e���i�� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, LICENSE ¢ . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23 �,. ,• y1r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 600' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90,WOOD SHALL.BE PRESSURE-TREATED ems+ FIGURE 4: FIGURE 5: FIGURE S: YELLOW SOUTHERN PINE WITH AN SG OF 0.66,ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF,126' A ;0STATE o ( THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND,045'THICK 18 GAUGE) 6' .STRUCTURAL STEEL TO BE AT 1•X3.125'X. MULLION � LEAST.12b°THICK AND 836.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 33CREW THREADS (V VF MULLION) DS BEYOND THE MATERIAL.fl10&812 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ONAL. LL �� IILLUU ��JJ A.LYfJAr151I9111k�,P.E. FL P.E,#68705 Mullion Capacity Tablo(Ibelfe) A Opening Width(for vorOcalty5paivilgmUllons)orOponingHolghl(fortlod7Ante*spaANngmullons) 501n 6014 7014 DO In 00 In 100 In 12014 14oin Iclo in ' Reotanpala Tropritlonp. Rectano ar Tiowmeno• Rectangular Ttapl70ong• Rectengulor Tro ang• Reewngulor Aopmeng. Raaanaular Treplalong. Itaetanguler Twrdord. Rectangular Tre ang. Rectangular TraPr70eno. 1%4%.126 Loading Lesdng Loadng Loading Lnadng Loafing Loading LandollLocdMg LoadingLee"a LoadnO Lolft loedup Loaring LobdnA Loodng Leering Y MullionHUM 1111111 _4214 170.0 --620 1 170.0 435 INA 744 170.0 476 170-01 680 170.0 ago 170.0 002 170.0 510 170.01 1110 1170.01 621 170.0 1240 ,170,0 1 521 170.0 1400 170.0 1 621 •I140.01180 170.0 $21 127.0 1480 INA 521 0 W - IIIWLLL 1014 170.0 708 170,0 0x4 1704 660 170.0 661 170.0 992- 170.0 070 170.0 1103 170.0 601 170.012N 170.0 877 160.3 1303- 170:0 "800 '130.3 "WW 170,0-600"111.,7 1303 170.0-880--07.7--1303 170.0-600------_.___. _..__ 60.02614 170.01 747 1 170.0 593 170.0 OD$ INA 631 170.01 10481 170.0 ON 170.0 1105 170,0 723 160.1 12351 070.0 1 747 140.6 1235 170.0 700 117.1 f]35 170.0 760 100.1 1x36 110.0 760 974 1235 170.0 760 - W -- 641n 170,0 797 170,0 812 170,0 960 170.0 491 170.0 1116 170.0 754 161,4 t1D4 170,0 003 137.2 1168 170,0 637 123.6 1158 ,110.0 Doe 1018 1150 170.0 gal 08.2 ON 170.0 801 77,2 1158 170.0 081 O H 60 In 170.0 865 170.0 701 169,7 1043 170.0 707 142.9 1042 101.1 632 125,1 1042 110.1 010 1711 1042 136.0 601 100.0 1042 130,2 701 a3A 1042 125.1 782 71.8 1042 125.1 781 62.5 1011 126.1 762 J 03 In 170.0 030 170.0 745 161.2 092 107.0 918 120.0 OD2 144A 709 113.1 DD2- 131.0 762 100.8 092 121.4 786 00.7 082 114,8 758 76.5 002 103A -745 04.0 99x 108.0 744 50,7 09] 106,0 714 _ J 7 601n 160.4 047 170,0 709 137.0 047 146,0 786 116.1 047 130.3 NO 107.4 017 117,7 762 01.0 047 108.7 7311 07.7 647 102,2 727 60.0 D47 05.1 713 59.1 047 84.0 711 51,7 047 91,0 711 Z SSSvvv 8A�A 721n 135.0 049 142,7 737 113.2 040 171.0 722 97.0 619 106.0 708 64.9 540 08,1 090 75.5 040 00,7 886 67,9 649 OZ7 075 58.6 640 754 650 18.5 640 726 652 423 840 72A 851 d w}74 TO in 115.5 762 120,7 Egg 90.3 102 102.0 052 018 782 00,0 040 M,2 702 COO 620 04,2 782 74.2 820 41,8 1'42 601 613 46.1 781 618 602 414 762 60.0 007 30.1 762 59A 408 ID 76N 100.9 721 1114 034 00.0 721 81.6 021 78.3 724 810 600 69,8 121 71.1 089 SOA 121 88.1 OA1 83.1 721 93.4 Ofq 41,6 724 W.7 073 381 724 64,3 607 33.1 721 67.6 600 W In 69.0 60 71.0 403 08,0 843 60,7 474 49.7 613 52.0 146 13.5 613 17.1 450 30.0 543 42.0 48x 30,6 843 38.5 440 20.0 643 34.0 4 24.0 643 021 430 21.7 543 30.7 428 a 90 In 57.3 470 40.0 427 47.6 176 49,7 410 404 478 43.2 412 35,0 470 30.5 400 31.9 470 34.0 400 29.7 476 32,0 395 23,0 476 20.1 356 20.5 476 25A HO 17.9 476 24.2 376 N 8� O IN In 401 377 41,1 341 37.4 377 344 335 20.8 371 30,0 330 25.2 377 20.6 320 2M 377 24.0 321 20.1 371 22.0 317 10.0 371 10.0 3tO 14A 377 17.1 301 t•; Ill n 37.1 357 314 323 30.0 357 31.8 310 20.6 357 27.8 313 23.2 357 24.4 300 20A 357 22,0 300 10.0 307 20.1 301 ICA OR 17A 204 X 12014 29.3 306 28.8 ]711 24.6 300 25.1 274 21.0 306 21.7 270 10.3 308 18.2 267 10.3 306 174 263 r `r yIn 1441n MC 212 M2 198 Q r z p TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA; �� ALL gow Anchor Cn e l T bio I69 ANCHOR CAP., „"„ .� Bumlmlo: 2.7kCondnla 3.6kCono. Owl u MedCMll Pr mew (DP,)X Fa )oANCHORCAP... Anchor Type; NIVEko Ullmem 114'Eko UNacm &t0'Eleo 3118.8Wo Ulitmon 1l4•Ekou umn 1/4.08 Eke 01181 Moo 114,as Eke 9100fee1 012 Steel 01281ad MULLION CAP.,,c,,,,u Anchor COP Patterns U moon AgpOstor Unmam Apgm0stor Sow'05)ScmW(05) Budw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR ET glwma n r zln• r 2•In• 3.116• t• x•114 r 2•/n' w 3.116• 21 OAa• 0.64• 0,324• CAPACITY REQUIRED'.CORRESPONDING TO AN EmbodmoM(N• W/4• 634• taro• 1414' a 1.114• 1.1/1• 1•1l4' 1,114• 1.1/4' 1.114' 2• tale• tars• wmea ACTUAL PRESSURE REQUIREMENT FOR THE 2AAchom 04.75'Mw.0.Q1 Stonderda at crip(Fig.162: 3DO[be 3901W 4501 890 lbs 104 lot -MO'los 260114 331114 7401 31433 m Oiaw4 3411ba 47114 66014 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor 9?12,26•Min.O.Q/ehndmd ororoel Cep(FI9.3p IOD lbs NOW ON lbs 1410146 MIM WA Ego lea WA a701W WA 96gwb WA 002 im 805114 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anolwm®1.15-Min.O.Q IStandard or001e0 C6p Colo.47 9B0lbs 1400 roe WA WA WA WA 760 ma WA WA WA WA WA 1383 w1, wares 224o mo MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ancmn9D3'Min.0.0.1(2)265 Angle CRP3 r(Flo.6); 760114 780ws NOW INOrha MOM ROM NOIm WA 7601W 746114 800 w$ 1892 lot 682114 CDC Im 1120 tbs CAPACITY WHICH MAY BE USED TO QUALIFY 0446414®3•MLi O.C,/(221,a Anaw CRpa1(Fq,4k 1170114 MOM MOW 234 IM 2644114 01 IN 640114 NIA MOM 1122 w1, 1320wa 2535114 f0221bs 13V let 168010 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arebom0DAY Min.O.Q r U4]I,Inta.I2Y Alum.(Fig.TF WA WA WA WA WA WA lA WA Wq WA WA WA WA NIA 1430 tm ANCHOR CAPACITY TABLE. PRODUCPRBVIOSD 2An4hem 2,x6'Min.QC1 F471p(Flo•8' 380na 330114 220/14 705114 476 as WA x60 w1, WA sta los WA 440lb' WA 341 lba 412114 6901m 000mpl3'Ug whh4b4Nlodda 4Anohaa I.to. Mm.O.CJF43ip .0' 480114 100 w1, WA WA A WA SBDIm WA WA WA WA WA 662 lbs 885114 1120lba BuRdiOgCbda NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -� 1.000 f-- AA - oto '�� SABLE NOTES: 96141 ode pj� roduct Comral FIGURE 1; FIGURE 2; FIGURE 3: FIGURE 4: FIGURE 8: FIGURE B: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • 1L\1111117// • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. pN,,.....,,44/x!/4i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\CENSE''•,FQ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' = f No.50705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - FIGURE 6: FIGURE 6; FIGURE 7; SUGGESTED,APPROXIMATE HOLE LOCATIONS. - - • • • • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - E� -- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126" OR C SPATE . SOUTHERN PINE WITH AN SO OF 0,66.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126'THICK.STEEL �i�� FC .••' \�� lis•''•..,,...•• STUDS TO BEA MINIMUM GRADE 33 AND,046•THICK(18 GAUGE)STRUCTURAL STEEL TO BEAT LEAST.125"THICK ANGLE CLIP(FIGURES 568)MUST BE USED IN PAIRS. AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1j I 1 1` #12 ANCHORS INTO WOOD MAY BE STEEL,1 1'X 4X.12b'8-8 S.S.OR 410 S.S. MULLION A.LYNN MILti�R,P.E. FL P.E.#58705 TABLE 7A Mullion CaPaolty Table ORM Opening Wldth(forvadfcalty9peram mwuon3)9r0 onlniiHolOhl(forhodi fflalty9pottNrgmL40ons) 60(n BO to 70N 60N 90N i M 120In140M 100 to 'tS 1x41t.3711 Roannpilm Bapmitn@. nawwar Trepume. Raoten9elat Trop'TDano. RactetwAw Tropmfan9• Redalwar Trawdarl. Raatan@dtr Tmprafan@, ReolmgMw Rap?dan& nadwswor Tta;ltm. Rutwoda vfiwrdan9, b AIum.Tuba 1`pldno LoadnO Loadn9 Wont Loacam LmdnO Loadn@ tamp LoadM9 toa4N@ Loedn9 Loadn9 L.no Lnaannno Lowing LaoNnp Loaft Load" AZ Mullen � � � �ll, � � 0 � h all, C!1 h I la cVfba d 72N "170;0 010 170.0 436 170.0-744--170.0-470- 170.0 000_ 170.0 „600 170:0_092 170,0 619 170,0 1110 110.0 521 170.0 124D 170.0 621 170,0 1408 170.0 011 110A 1775 110.0 621 170.0 1983 Ina 521 {C 451n 170.0 rod 170.0 624 110.1 850 170,0 081 176.0 992 t7o.0 ON 170.0 1133 170.0 661- 170,0 t276 170,0 077 170.0 14f7 Ina _0011 170,0 -i7o0 170,0-000 110,0'1953-170.0-OBD- 151-. 1024 1TOA_600_ KOZO M 170. 747 170.0 603 I= 690 t7Ro 031 Nok tou; 170.0 864 170.0 Slid 170.0 773 170.0 1346 570.0 747 1704 1494 170,0 766 170.0 4793 lite me is" 1919 170,0 768 138E felt 170.0 766 --_�.--_.-- -___."__�..-�>.• _�54 In 170.0 LOT 170.0 012 170.0 050 170,0 691 170.0 1110 }70.0 764 170,0 1275 170,0 803 170.0 1434 110,0 037 170,0 1604 170,0 060 169,9 1109 170,0 061 137.1 019 NDA 661 12001799 170,0 001 aU.1 60 to 110.0 003 170.0 701 110,0 100 770,9 707 Into 1240 174.0 076 170.0 1457 1170.0 644 170.0 16M 170.0 a90 te" Sa19 170.0 1033 139.@ 1018 170,0 1987 111,0 1619 118.0 1063 87.2 1810 170,0 1003 WN 170.0 030 117@,0 N6 170.0 ill@ /704 060 110.0 7302 1704,040 17x.6 14@6 170,0 1016 }60.7 1642 1704 107a 141,0 1542 170,0 1192 117.6 -1642 1066 1465 106.1 1042 187.0 flat 08.1 1542 IOTA 1107 � 601n 170.0 974 170.0 700 170,0 flee 170.6 903 170,0 1304 170.0 1002 too.$ 1472 170,0 1060 142.0 1472 100.8 1140 120.0 1472 156.0 1134 107.11 1472 147.8 000 9L0 1472 140,0 1104 0.0.3 1472 140,0 1101 fA 72 to Nat 10@3 170,0 070 170.0 1216 t70.0 feet 160.6 1320 166.2 1101 1320 1320 149.9 1082 t1T,3 1310 137.0 1068 106.0 1320 110.0 1048 604 1320 117.0 fO24 78A 1320 112.6 fail 88.6 7320 tiZA 1011 roln 170.0 1111 170.0 &17 149.4 1104 169,0 1013 110.1 1404 1004 994 111.1 H84 118.7 978 99.7 1164 116.3 904 a0A 1164 107.0 662 744 !1W @lA 936 &.t 1104 p2} 827 68,1 1104 81.3 016 N o 701n 180.1 1121 170.0 997 130,0 1114 147.0 065 110.0 1/74 138.0 017 1WA 1114 116,0 631 921 1114 105.0 916 67.0 1124 90,6 006 89,1 1124 80,0 B00 694 1111 044 001 61.0 1174 0.7.2 Ota V' 90 to 1118.1 814 111,0 700 9e.1 844 84,3 138 7712 044 821 724 67.0 1144 "A 712 60.1 044 Oat 702 61.0 044 61.4 003 45,0 614 64,2 976 304 ON 680 ddA ne a" 47,7 602 Z d q �- 081n pD.t 741 91.6 803 74.2 741 17.2 802 @7.8 742 87.2 641 63.7 742 69.0 631 46,6 742 64.1 022 44.6 742 49.8 614 37.1 742 434 600 MA 742 00.0 690 27.0 742 3 AA 094 1001n BZA NO 63,9 530 52,1 500 63.0 621 44.7 80B 40A 513 30,1 600 41.4 6116 Uo 068 37.3 406 3L3 588 34.2 402 20,1 660 20.0 Obi 22,3 1100 20.6 472 10.6 500 24.1 400 111 in 07.6 033 60.@ 1 404 663 49.6 406 41.2 565 424 467 384 536 30.4 400 324 836 34.1 473 20.8 660 31.3 407 2{.0 6116 27.1 4117 10.8 000 24.3 446 10.0 530 22.4 442 ?S 12010 46.6 476 40.4 433 30.0 476 10,0 420 320 470 53.7 420 20.6 476 284 414 1613 476 20.6 409 ?16 470 24.6 404 1@.0 q6 21.1 396 10.3 475 101 387 14.3 478 172 301 (_ � N 144 in IBA 330 26.7 365 22,0 330 22.4 301 16.9 330 102 207 tS4 336 174 191 V"'t r O TABLE 78 0. ANCHOR CAPACITY ADJUSTMENT FORMULA: A An hot Ce aol Tab10 b6 0: au Imu: I.Txtxvarofa 3.6%r4no, ax ANCHONCAP.",,, FnadCMU pt Maui (DP-)X{ }-ANCHORCAP_ MctwtType: Wt0•Eko Ultmcan 114•£kotabawl 51W Ebp y1D'Eko Ulbacpn 110'£.00 Uttnmm 11069 Me 61f0'£lco 114.88Oko 0188ta1 Metal M12etod MULLION CAP.,,!,,,,,, AnohorGllpPettom6 WOOD" A9pm11atar U11Z l AMmOstar Sormlop Somw(f5) aaew(6b) USE THIS FORMULA TOOBTAIN THE"ANCHOR... Edpef6flmoa ink t• 2.1/1• 1• 241r 3.110• 1' 2.12• 1• airy r 3•xr 1` 0.48" 0.54• 6,024• CAPACITY REQUIRED"CORRESPONDING TO AN-• Embedmanf 10x4" faro• taxa• 1014• z f•tN• ru4• 1.x4• 1.7x• t•fr+• 1-fx• r fsro" fart• modes ACTUAL PRESSURE REQUIREMENT FOR THE 2AMnOm®4,76• n.0,0.l au otOMe1COP(Fq.talk 380 tea 300 IM 45OWs 080110 N44 lbs 210101 7 bs 354190 40166 74110 W4 lbs 040103 2411M 442D3 Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4pmlwmLaZ.ISMN.oaraunaaataOmopC6p(F.3k ToDma 70010• abowa 1418100 Ww_ WA 1100101 Wq o19m1 NSA 060111• faA SOros Saban MEN CAPACITY(FROM THE TABLE)OF THE SELECTED oanenomul.16M1n.oa/OUMa,d(orftel)Cbp(F •4k esolosr4D01bt WA WA WA WA 790110 WA WA WA IDA WA 13DSIb1 molbo molm MULLION,IT WILL YIELD A MINIMUM ANCHOR 4 AMlaing3•Mln.aalp)248Atp1e G7pa/tFfO.6k 7800» 760110 SWIM idea We i098Wt 64al6s See O's WA TOM 7461H @80{M 1891410 602 Ws 1004110 1410 WI CAPACITY WHICH MAY BE USED TO QUALIFY OAtWIgrOg3`MIn0.0.1p)219Atgtapipel(Fq.ek itrolb 1170110 I62ofb1 234o1bs 2644 W3 010 Wo 610110 WA 11401110 112214 1320(bs 25331111 102114• 132riW 16601W ADDITIONAL ANCHOR OPTIONS FROM THE 4 Ano ®pAb'MIn.O.a/ukllP.Nlo,}23•Alum•4F79,tk WA WA WA WA WA NIA WA WA WA WA WANfA I WA 7 111A 1430 W3 ANCHOR CAPACITY TABLE, PRODUCrRBVMW 2 AnoMm 2.25•MN,a,Ol F01p 011o•ek 35oNn 330110 100Ws 705Ws 478 ma WA 180110 WA 316I6f WA ,040110 WA 341110 442110 dee 101 iswxplyha 1t41hLhpvwibf 4 Ambom 401.10'Mln.6.W F43i (Ffp.9k 480 Wt 700110 WA WA WA WA 380110 WA WA WA WA WA 802 WI 885110 71ZO IOa u0dl6O Cb00 NOTE-FORTREOFFSETCLiP,USETHESAMEANCHORPATTERNANDANCH0RVALUESASTHESTANDARDCUP. xpfmmoNa t}Z j 1.062' �-- -j 1.000" pf7M`On TABLE NOTES; fam a o pmdual Control FIGURE 1: FIGURE 2., FIGURE 3, FIGURE 4: FIGURES., F(GURES: t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1► • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.El 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDlOROPENINGWIDTHSISALLOWABLE.R EXACT DIMENSIONS,SEE ``� � �C • flee,• SHEETSMULL21-23,HOLES TO E DRIAND MULLION CLIPS LLED IN THE FIELD FOLLOWINGHOWN ARE NOT TO SCALE. GDIMENSIONALRESTRICTIONS 4.000• 4.000• _� �+'r NC,50!05 SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, - rtITATEr FIGURES: FIGURE 6. FIGURE 7: 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490,WOOD SHALL BE Q •'•60- EA • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE ; '"• k . 8003.75 AND BE A MINIMUM OF.125'THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.0411• 375, 575• '�i tSs • 1G � ANGLE CLIP(FIGURES 886)MUST BE USED IN PAIRS. INTO METAL SHALL 08 GAUGE).EXTEND ATTLLEAST 3 SCREW THRESTEEL TO BE ADSI26-BEYONID THE MATERIAL.q 0&0R12 V X O X.376' i'X 4'X.376' ;�NAt.Vol'` ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. •T••MULLION MULLION A,LYNN MILYA,P.E. FL P,E.#68706 TABLE SA Mullion Capacity Table Itiole Opening Width(for varticaly9parrd mu6ons)orOpening Height(fortlod nldjs srminOmdDons) � W! 60 In go in loin 80 In 00 In to I in 1120 in 140 in lea in • 126"X Rmicau4ar Tr4pfTltanp. R4Amiltil r Tt01,0111 . Raefang dot 7tapmanp. 13aatongAr TrtP?dsng, Roetaegd+t 311+ Rectlacula Tap enp. Raamng lir Tir"Monp. ttaetmovior TnplatanO. Rectangular T10an9. � p 3.18811,it Looddp LoadmO Laadna Loading Laadng Looting Lo4dnp Loadnp LOadn6 Lo4din0 1.04412 Lwavit Labdnp 406412 Loceno Loo,Ing L"afto Load" Y Tube ull h Ifill, h 19 1 la 1 1 1 h 1 fill, � la I 'I l 11 1 1 n � :51 Ill 4 1 1 §I ;(1 42 1 111 1111 .1o 421- 170.0 020 170.0 435 170.0 744 170.0 478 170,0 4e0 170.0 600 IMA 002 170.0 510 170.0 file 170.0 621 170.0 1240 170.0 521 170.0 1450 170.0 621 170.0 1735 170.0 821 161.8 1760 170.0 521 170.0 705 170.0-624' 470.0 -054 -170,0 -664- 110.0-m- 170.0 610- 7704-1133 t70,O 661 -170.0-1278 170.0-877--4700 A41i7- 170,0_800-.161.0 1640 170.0_060. 132.7 1540. 170.0 sea tie fuc Ina 080 50AZIn f7a0 7411 1170.01 663 170.0 408 1470.01 431 1 174.0 1040 170.0 8M 170A 1106 110.0 723 170.0 1345 1700 741 187.0 1486 110.0 780 130.2 1460 170.0 760 tie.$ 1468 178.0 784 104A We 170.0 180 ---- _--- - UJ 841- 170.0 701 1 i?D.01 412 170.0 064 170,01 601 1170.0 it16 170.0 754 170.0 1275 170.0 003 163.1 1370 170.0 637 140,0 1376 170.0 860 122,3 1376 170.0 401 164.0 1370 170.0 501 91.7 Old 170.0 681 60 in 170.0 005 170-01 101 110.0 1063 170.0 7117 156.9 1150 170.0 078 INA 11168 107,4 930 123.6 1011 188.8 040 111.2 i158 180,0 OR s4a 1'160 144,0 005 19.4 life 144.0 060 403 1164 144,6 005 63 In 1704 030 170,0 746 160,1 t061 170.0 850 137.2 1041 153.0 062 120.1 1051 /424 846 100,7 1051 I%L3 437 401 HIM 125.7 030 401 1051 110,5 422 68A 1451 119.1 821 80.0 1031 119,1 021 � e61n 107.1 057 170.0 780 139.3 057 161.5 805 110.4 957 134.0 700 104.4 087 121.0 717 -0-0 057 112.6781 07.0 651 100.01 75D 694 057 100.0 780 1 69.7 051 06.0 746 67.2 067 04.0 140 � J� X M 121, 126.7 804 335,2 600 107,3 804 11116.2 884 014 804 101.3 671 80.4 804 CIA 660 73.0 004 04.1 630 04.4 804 783 643 43.0 664 72,3 033 46.q 001 604 620 40,2 004 804 620 � ...777 78 In 109.4 721 IIIA 630 91.2 722 ata 018 702 722 83.3 806 60.4 722 70.7 684 80.8 722 70.5 580 69.7 722 66O 580 45.8 722 60.5 470 301 122 607 688 24.2 722 66,2 504 Z 70 In 101.2 Me 105.0 600 04A 605 00,8 080 72.3 846 75.5 577 03.3 605 70.6 648 64.2 845 04,5 060 60.0 666 00.1 553 42.2 00 6/3. 643 26.2 685 664 537 31.0 601 50,7 638 001n 65.0 516 186.0 457 84,0 515 57.5 440 47.11 6116 60.1 4411 41,2 516 44.1 434 36,8 $to 40.6 420 33.0 516 31.4 422 27A 615 31.1 4113 23,6 bib 30.8 407 20.6 618 20.4 404 ++Z� x � tdV3 0 90 to 64.3 463 06.6 404 46.3 483 41.1 307 306 433 41.6 331 33.0 452 364 386 30.2 493 23.0 318 21.2 453 304 314 228 40.1 204 388 194 453 24.3 380 17.0 453 229 708 � �� jig O 1081n 3a,1 350 39.0 223 31.6 368 32a 318 27.2 380 204 313 23A 350 262 305 21,2 338 22.7 304 10,1 350 20.5 300 10,0 368 10.0 203 00 8 111111- 35,1 336 35.0 306 20.3 334 30.1 361 241 338 20.1 291 22.0 336 23.2 243 14.8 338 20.E 260 fT.6 330 10.1 265 arx 12011 21.8 280 24,3 204 25.2 200 23.8 260 10.0 200 20,8 250 i7.4 2q0 16S 263 154 200 110.0 240144 In 16.1 201 18.3 100 TABLE;8B ANCHOR CAPACITY ADJUSTMENT FORMULA: ix a OrCa Table f ANCHORCAP.,,,,_ Bu Vae 2.7KCorcnle 3."com 9WAYQA9 FIMC419 PTtra31 Iliad (OP-)X{ }=ANCHOR CAP.- 2.7k 114'88EIco N11PRIco 114'6sElco Oto pal OI2sIba 01261001 MULLION CAR,,,,,„„ AnahorCilpFattamf McnaTrya 348EicOUgrxm U4'Ek090mcon UMtan atsElaounrxm 0t'EkoVOasan Apgeodar 9>vntm AOgmOatar acmw(05)Sttes'(06) strne(as) USE HIS FORMULA TOOBTAIN THE*ANCHOR Eopustorco m 1' 2•vr r 2.11r MAP r 241r 1• 2-or r alar 2' 0.44' 364• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Emt e0sa 1 n 1314 13141 1474• 144• z' 11.1m, I.M. Lt14' 1.114• 1.114• 11.114' r 1.3.6' 140' rams ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctgn 1 An o.c.1 eta ad aroma c9 t: 300 rot 3 ud m ms telt Im 2lolds 2 Ids nt 7 0 74141 6611m 0401 341111 4421m we rod OPENING,WHEN IT IS LOWER THIN THE MULLION +Aaha6601.t6'Mrnatx7slamsmta0glal 4801- 786114 1vA IBA RIA IVA see R» 01A IBA UAA 118.0 IBA 6621m eesim 1120MI CAPACITY(FROM HETABLE)OfTHE SELECTED 4AMnMV3'MIn,O.C.I tin ATOMCR If 0 700111 leo lm 660101 15001m tt86R1 04OW 6�I00 IIIA Mics 148 ids Ost ro9 10t4Im 6021ds 0051m 112D fro MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AreMp4�0,43•Mdt.0.0.! 43.,tnt0.12CAADn. IBA IBA tttA IBA O!A 111.0 IBA ntA It% IRA IBA INA !NA IBA 1430 to CAPACITY WHICH MAY BE USED TO QUALIFY tAm01r7FC0 96 19a1d1 100114 224101 44a1m e220a 136ro1 140Ito 177 It a1olm 1e1w1 332ro3 4r31m f1oro1 2211m 250 Re ADDITIONAL ANCHOR OPTIONS FROM THE 2Am140 iiii Im'Min 00 IF Copb' 246Rf1 0506:) INA IBA n!3. !NA iWRB 147.0 IBA t4lA WA LVA 311 l0: 442!!1 WON ANCHOR CAPACITY TABLE, PROpUCTRBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. oul�ldlnS00dat9or3da FIGURE FIGURE 2: T„(IBLE NOTES: 1.1:60'-1 AALtxap:mwND • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION eV 4_ ud Control ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATiON BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWASLE >>oty(LYNN ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.168' `�ti'e�1 •'y10EN3F'<<ctpr'i CLIP MUST SHEETS 21.23.HOLES TO BE DRILLED iNTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS T5' ~ * BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265, _ No.58705 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND r FIGURE 4: FIGURE S: FIGURE 0: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C•00.WOOD SHALL •'Gid BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.50.ALUMINUM SHALL BE 4.��c • 048"THICK(86063-TS ANDEAUGE)STRUCTURAL STEEL OBEAT LEASTSTUDS TO.26•EA ATHI KUANDA36.ALL�D 120'X3.108'X.286h4ULLtON '/Q�� '.1�LORION,•' \w� * e ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.11/4"VF MULUON) RS'f .. �G ONt�L % * 910&912 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.dR410 S.S. q,CENNt (.Lt?R,G"P,E, FL P.E.#55705 Mullion Capacity Tabt9 Ibo1 it Ha� Opening Wldth(Idrvortl6sivaponrimmWIOM)olOponlBBHol0h1 forholl dnNMpopomingmdOoln) 116' 60 In 00in 701n 8010 9014 1001n 1201n 140 in 16046 1.16%3,26 lotion paf0r TooMang, Realanguhr mpmang. Raelangat6r Tnpill". RalenpIst 11110Tdan0• Fitidd Oiler mpr1donD. Ralangular mpMing. It4cho0dat TmPRd6n9. Iteatangular mpridan9 Rectangular mptrdsng. K.160 ta�IN Loading Lading (•Loading Loading Lading Ladnno Loading Lading Loading Loading Loading Lwdirq Leading Loading Loading Lading Lading Pa, Aturp Tab lllono � t7 � 0� � U� � � h fail, h 11 1, 1 1fi 1 .00 bb pd. 421n 170.0 020 110.0 433 170.0 111 ITOA 410 170.0 680 110.0 608 170.0 992 Ii0.0 610 170.0 1118 170.0 641 180.3 1110 170.0 021 117.7 1118 170.0 621 100.0 1110 '170.0 '621' 06.0 1116'"170.0�671 � /614 170A ?Be 110.0 524 110.0 no 170.0 584 167.0 Ole 170.0 610 148.7 010 0&0 661 130.4 070 110.0 017 117.3 078 IT0.0 060 07.0 870 110.0 Ogg 0.1,0 870 170.0 000 73,7 018 170.0 000 --- --- 60.025 in YNA--747--170.0 -605- 110,0-890--110.0-031- 160.7 -827--170.0--Bad- 01.9 w-'100.6 -106--117.2--021--16.01--.809- 106.6 -027--160.3-880--07.0_-021- 150.31-BOB--/0A--021-460.3 -606--06,0..-071--160.1_696_ 541, 1700 197 170.0 017 16415 869 170.0 601 132.5 089 INA 803 1140 800 141.8 889 103A 689 134.0 Elio 02.1 009 120.6 061 71,3 800 110,0 087 608 080 120.6 052 61,0 689 120,6 862 W 60 In 113.2 140 153,0 074 110.4 740 1315 620 102,3 749 111.0 008 1" 748 IOTA 690 10.0 746 101.0 682 1L0 140 90A 601 59.7 745 034 607 51.2 110 03,3 087 44.6 748 03,5 603 p 83h 125,1 617 IJ2A 870 101.1 a71 113.2 688 604 677 WOA 606 77.3 871 01.4 610 68.7 en 05.2 635 01,0 017 01.0 634 01.0 671 11.0 520 447 077 10.7 629 547 877 70.1 620 - F•' T3Hp so In 101.6 017_ ILIA WO ,.09.1 017 07.0 619 70.0_ at7 803 608 om ell 70,3 600 BSA ell 12.6 404 W.0 017 80.7 400 44.0 017 01.1 103 56.1 617 63.7 /97 53.0 017 63.7 487 = d Z 7114 81,0 618 01.1 480 09.1 618 74.7 110 WR 610 56.2 117 61.0 610 68,9 176 40,1 610 01,2 IIB /1A 810 60.1 114 34,0 610 48.0 108 7DA 810 16.0 106 26,0 618 16,0 108 Z To In 10.8 465 75.1 408 Be.? 165 8L8 300 605 406 04.0 380 44.1 405 49A 304 39,2 465 403 310 35.2 466 42.7 3H 204 4G5 303 367 26.2 406 30.6 381 22.0 /A3 30.8 SBS = lllllLJJ 7814 06.2 441 88.0 307 64.3 441 81.7 310 40.8 441 60.6 372 /OA 441 104 360 05,2 441 41.8 300 32.0 441 30.7 166 71.2 111 34.0 340 23.3 441 53.1 340 20.4 111 32.7 346 Z 801n 17.4 372 43,0 206 S0.4 332 31,0 780 30,3 339 32.3 204 20.6 312 26.0 200 23.6 532 20.1 216 21.2 032 24.1 212 11.7 S52 91.3 208 16.2 332 IBA 262 WA JM 10.7 Yeo � C r r Oa1, 36.8 901 36.0 268 20.1 201 30.3 268 25.0 701 78.4 262 21.0 281 23,6 748 10.1 701 81.9 211 17,8 201 t9A Z/f 14.0 Z01 17.1 7J6 17A 701 18,6 272 login 21.8 230 76.1 YOB 20LI 230 21.1 201 11.6 239 10.3 101 10,4 210 162 100 X p � III In 22,0 210 23.1 197 Ie0 210 19A 194 10.2 210 tell 181 14.1 -!to- 120 I 10120In I7,0 107 10.2 170 140 167 18.9 IOi )( N Y ABLE fOB ANCHOR CAPACITY ADJUSTMENT FORMULA: g � D; AnahorCa aoIty Table libel �1 0 roto: 2.T C4110mIO 3.611 Coe. Moo0xG5U F9ItdCMU pr Meld AN CH ORCAP.,, , (Ot?„)X� ,=ANCHOR CAP.,,, WIw Elea 114.88 Elea,511W Elaa 114.80 Ela* 910 Steel 612 Steel 01281od MULLION AnchoTCllppett9rn� An6horTypo: 3118•ElwUltmeo 114•EboNUoon 31IB`EIaUUmaan 114 EIaoUBmao Upmoan AgproOata Minden AOpmOna Satox(06)eonw(06) 86m9(a5) USE THIS FORMULA TOOBTAIN THE"ANCHOR Edge Ol6tnloo9n): 1• 2.1/2• 1• 2.111` 3.116' 1• 2.11V 1' 2.1r6' r 3.118' 2• o.a• 0.61• 0.324• CAPACITY REQUIRED"CORRESPONDING TOM Embedment In 1.374' 1.314• I-T4` I-V4• r 1•tt4• 1.114• 1.114• 1.114• 1.114' 1.114' 2' tats` 1.315• whoa ACTUAL PRESSURE REQUIREMENT FOR THE 2AnohaI®4,10•Mln.O.0.I Standotd a Offset 00(F.0: 390 roe 50010 44010 1190 roa 181 rod 270 tw 20010 Iw 740 w J7 Iw 004 Ica 948 w BMWs 4411eo 600 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Mahon®1.18•Mtn.0.0./81ond6nl(a0fbeq plp(Fq.2. 400 roe Tao roe WA WA WA WA Sao @a WA W WA WA wA 1192 un 96S Iw 1120 bi CAPACITY(FROM THE TABLE)OF THE SELECTED a Arlehaa®3•M11Loo.r(2)2aeA1gla alp4ltFq,3): log to. 790@6 OBO Iw locales INSIcs 54010 6W 1w wA 76010 74810 ew4w 1692@3 807 @t 8861ba 112oroa MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AnehOnQ0.01.7AN.o.0.7ut41p,Nto.100•Atum.(Fq.4): WA WA WA WA NIA WA WA A W WA WA WA WA WA 060@3 CAPACITY WHICH MAY BE USED TO QUALIFY • I Anolml RWp(Fig 5): 195 roa 106@3 726@o 795_153 62216a 13"16 140 Ica 17710 37010 IOT Iw 33710 473 Its 10@a 22110 25oroa ADDITIONAL ANCHOR OPTIONS FROM THE Z Mahn f.t6•MIn.0,0J F+q Fq,9 240@a 350@1 wA WA NIA WA 10010 WA NIA W WA WA 51110 4/Z Iw 660 roe ANCHOR CAPACITY TABLE, ODUCrREVUED ha."mapPu�o.w0po. 1Y16°Fl9daa .47FIGURE 1: FIGURE 2: TABLENOTES1.280"1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1ud Coitus) ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 1111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. %%�0�4Y FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,2 0" 4tGENS[ F� i� ANGLE SHEETS 21.23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 1 BCLIP E USED T SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IJo.50705 IN PAIRS. SPECIFICATIONS,4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 HOLLOW AND 100• GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 680.WOOD SHALL FIGURE 4: FIGURE 6: FIGURE 8: • BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BES ATE 6063.76 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 A36.ALL 1.28•X3.28'X,100• �i SLS/ • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, MULLION oNnL ,�•� • 010 81112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYf4)V MIWE��T,P.E. FL P.E.#68706 i TABLE 104 Mullion Capacity Table bs#e) Opening wdth(rawAleavy-sperndngmtalow)crOponingHolght(forhodTA71a@ysponNffgmulllow) ( #� 6010 6014 loin coin so in foot" 120 in 1401n NDin 0-4 136%336 Racanpulu Tnpmiang. RettangAzf TlOprlrang Recimplu Tepfratang. 1141W@aror 11SWI11 n0. R•ct•ngutar Tr•plldan0. Rattan uhif Trapriding. Rect•agufar fr0p?dan2. aid anow$1 Tt•plydang, ma ngutu lfogfkgn %,024 l�adng 705744 LOed 2'p t0edeg Leading Loedtrg Loading toad ng Loading Wodito 4,008 Lo4,14 Loaft LaaReg 1.64016 Londng leading Laadtng a! 70fi AtMuloon �g Mul9on � $�, ��, � �� B d{�• �� � aT�' �' � � ��' � � c3 �� 44 91 1 � 1 - - I . 111 f&1 11 111 4214 170,4 620 170,6 436 110.0 144 110.0 470 170.01 860 1764 606 170.0 902 100.0 670 114A 1116 170.0 621 170.0 1940 110.0 1 521 1104 1400 770.0 1 621 1104 1736 1170a 621 110.0 1903 110.0 621 0 :4704 IDS-- litl.0 -624_ 170.0 --030 -770.0 -607. frov 942_J70.0 030 04.8 1133 00.0 681 170.0 1216 INA 471 110.0 1417 Ilool ago IfAO 1100 510,0 680 169,7 1914 170,0 6@P 148,6 1979 770.0 GBO SD-626 to 170.0 1 147 1170.0 657 170.0 094 570.0 631 174.4 7076 770.0 604 176.0 1736 170.4 723170.0 1346 t7c.0 747 110:0-1494 tlo,0-764- 170,0-1103.-114A -764- 7626 -1071 _1104_7b6_ 127.6 1877, 170.0 760 --iii- 170.0 707 170.0 812 1 mo 964 110.0 691 170,0 1118 110.6 764 110.0 1270 170,6 607 570.0 164 174.0 037 170.0 1697 770.0'. adc 158.4 0511 178.0 067 1343 7159 110.0 081 ttbJ 7769 174.0 087 60In 570.4 546 1 716.0 707 170.4 1063 175 797 1704 1240 1704 4!8 170.6 1411 110.0 976 161,1 1611 110.0 086 116.0 1611 ITOA 1037 720.8 1611 770.0 1053 103.0 1611 170.6 1053 9o's 1611 iT6.0 1051 !n I 63 in 170.0 930 474.0 744 I'ts,s 1116 170.0 460 110,0 13M 00.0 040 I158.01370 170.0 1016 1384 1310 110.0 ON 125.3 1370 161,0 1002 INA 1370 155.0 1012 09.6 iN0 166,3 iNo Too 1310 166.3 WD � 6410 170,0 914 110.0 169 IT0,0 110 710.0 903 105.6 INS 174.0 1002 1363 1249 159.6 lots 121.1 1248 141,1 Noo N0.9 1241 139.0 969 10.4 t248 730.4 974 77.0 7264 129.0 916 00.{ 1268 127.0 976 cam, 72 to 161.0 1049 1110.0 pie 1399 1040 160,2 192 119.9 1019 1323 076 104.0 1000 119,7 00 93.2 1049 109.7 041 03,0 }aff 102,7 034 611.9 1049 St.3 026 $9.9 104! 111.2 920 62A 7649 91,i No - _ _ Z2' 2'674 742.7 047 768.7 022 470,! 911 720.0 845 107.9 alt 1}t3 741 893 941 100.0140221.6 961 91.7 161 71.4 Sit 45.6 7b7 d8A 805 77,8 1M d1A 1171 744 131 44.8 1117 17.3 730 �yy lain 131.0 094 t)T.$ 103 110.0 004 110,9 191 94.1 !44 102A 753 42.6 094 91.9 894 am 730 66.6 494 79.3 M} 664 OM 103 747 41.1 491 61.0 iDt 41.7 191 86,1 694 Q 2 !.. �. coin 866 671 40.1 696 It's art 749 606 at,4 611 06,3 614 63.7 171 50.2 671 62.4 654 43.0 671 48A 661 25.0 all 43.1 b34 30.1 all 34.7 631 28.9 471 37,9 $26 r? 9614 70.0 590 72.0 $21 011.0 690 GIA 610 60.8 690 67A 600 dL3 590 41.6 690 416 401 36.4 690 39,6 4H 20,6 690 $1.7 417 26.3 690 31,6 400 22.7 690 29.8 464 8 •' 1987n 4$7 446 66.0 421 AIA 460 42.0 414 36.6 466 31.1 400 31.5 466 32,9 496 2B.i 395 24.9 466 21,1 301 x0,1 466 23.6 312 174 400 21.2 375 15.5 402 is's 310f!7T@ ,tl51174 46.0 411 40.7 480 703 445 74,3 343 N8 441 74.1 347 20.6 4H 30.2 441 27.2 378 22,9 441 24.9' 3M 19.1 441 21.6 363 18.4 441 10.7 766 143 441 174 361UY Mui 8i201n M3 318 3a4 N4 303 370 M.0 339 26.0 316 28.0 374 22,1 370 23.7 s10 21,3 2. 10.1 09 oe 721 {6.1 310 761 1 314 1 52 t/d In 21.0 262 21.2 242 51.6 262 11,0 239 1 16.0 262 1 16.7 1 236 1 1 a ry a o a BLE 10B AnaborCapseltyTable @a ANCHOR CAPACITY ADJUSTMENT FORMULAt sOGrao 2.17fconade mcoml HIM0mu Ittkac7du PTw00 Mau (DP,)XtANCNORCAP.,w,,,\-ANCHORCAP,,,a Ancna ulaalto vi•98Eko dtaEko 114 ssFaco Ntgatw 172e1int 012 6001 MULLiONCAP,,„, ,11 Type yta6icoUn w2' Ir4•Ekounmt0a oieEtrotmrxm va•Ekalnmton A09actor UDmcm AggmQ0lAr 6tmw(cs5)acfcW(Q5) gcraa(06y USE THIS FORMULA TO OBTAIN THE ANCHOR AnchorCilp Paifame Unman E IXaWao t• 2.12' r 2-uT s•va t• 2.12' t• 2.12' 21 0-170' 2• 4.41• 4.044 0.024' CAPACITY REQUIRED"CORRESPONDiNG TO AN Emoetminl taro• 1054• 102'4• 73'4' z• 1.114• 1.114• i'lle 5.14• 1.11a• .114• r r•aa• tsa trades ACTUAL PRESSURE REQUiREMENT FOR THE z 744043 0111414 a 7.94 Al2'gte aoesete9p Pat 266 3601 456IDS ( roe 0 210 tog 290 roe 301 ro) 749 IN 314 IN, MRS 046 Ne Sit mi id21b9 too OPENING,WHEN IT iS LOWER THAN THE MULLION Arcnae 47 0111414 O,C.1$1610112(a Cf ICU 9 403 tbs 7001bs NIA IDA RIA IIIA 300107 RIA TNA RfA WA INA m21bs 8&Irm 1120 IN CAPACITY(FROM THE TABLE)OF THE SELECTED - 4AMMIs 3'IdIn.O.C./ 215.0 1eCll /(Fl.3 780154 7WIbs 631159 150 IDS 5ON153 -r-o03 5WW I1A 7WI 142me soclte 7812 mems Bwft /12700 MULLION,IT WILL YIELD A MINIMUM ANCHOR 3Arcmm®O,M"PAUL OV,/14:8.roto.}OaANm, b,4y IIIA WA -WA IgA NIA IIIA INA IIIA INA NIA INA INA INA INA IME CAPACITY WHICH MAY BE USED TO QUALIFY t Ar0of 0 F•CO (F10 R IDS lot 146108 225 roa Oda tb3 622105 t3sm! -T0155 171 m3 9141W 187 tD! 362 m5 47000 u0ros -Ni u0- ADDtTiONAL ANCHOR OPTIONS FROM THE 2Antam LtaMIrt4.CJF4:0 244ro5 314 m0 INA INA R1A IVA Mbe WA INA IIIA IIA INA 071751 4421PI ANCHOR CAPACITY TABLE, PRODL7CTRBVISED uy�7dlna theFiortdo od No .Q FIGURE is FIGURE 2: _TABLE NOTES: 1,260' �,., 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 197 Sado`F4edtle Cnetin ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 7/111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 13 ALLOWABLE. \�� ONY L N�� 1�j FIGURE 3: ` 1( ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE g P60+ ti *, 4ACENSS FQ CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��t No,58705 ati IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS,HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL.CONFORM TO ASTM C•90.WOOD SHALL 024• BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN$O OF 0.65.ALUMINUM SHALL BE S EO- 045- p. tU. 0083•TSANDBEAMINIMUM OF.100+THICK STEEL STUDS TOBEA MINIMUM GRADE 33AND '� %���5, °LORtOP,•'`�,\��` * , . 040'THiCK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126-THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.261 X 3,26•X,625 ��rr SA�njAl 7710&1H2 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 B.S. MULLION A.LYFhhhifiLCit�i,P.E, FL P.E.#56705 TABLE 11A Mullion CopacI 7ab1a b1AY) Opening Wdth(MrwAIe8*08lndnpm101om)orOpining Height(torhalfiodagyspenl0n Mullore) yy�W�� � spin 60 in 7afn solo 90k loom t29 to 140Ln ISO In 126X3.94 sy"u"I"Ievdhq 1tsd1Looa�1. RstUo��Ir IILend list mem UWiese dkuB9 aLv+Cn9 J TILasddi gl aI.=I Ti�&Dp. RtIo"Agirr Twdiq qiE em TrLP'r�deo RectangularLod" r TrLoid".2p, nLcsddinp r TrLosdling �Y4 X.624 Afum.TutMullion � � �� � a ff� � � CO $`d �a do2 $'nl 421. 470.0 020 170.0-475 170.0 -744--]70.0_ 479. 17D.0__ata 170.0 606 110.0 092 110.9 618 110,0 1116 170,0 671 1710 7240 170.0 dRi 170.0 1400 170.0 537 170.4 t73d 170.0 631 77.09 1987 1710 531 481m 110.0 708 INA 624 fr0.0 860 110.0 684 170.0 992 time 87D 170A firs 110.0-681-1170.4 1276 f70.0--all-'1104.-1417. 114.0'_64a Site 4799 170.0 680 tmo 1597 110.0 000 into 2267 ]70,0 600 60.6z I. 110.0 747 170.0 687 170.0 098 ]70A 871 110.0 1016 110.0 681 170.0 1196 710.0 M9 t70A 1346 MA 141 110.0 1401 1716 168 110.0-fibs 170,0 168 110.0 2092"170.0 -T69• 1T0,0�-2301=-]fie _79 w 641n 110.0 707 170,0 872 110.0 Iso 110.0 691 110.0 life 170, 764 110.0 1274 170.0 CO3 110.0 1431 110.0 071 170.0 1694 170.0 058 710.0 M13 S7po 807 lsoc 2231 770.0 Bot 160.2 2407 179.0 081 -� � "`CD60in110.0 805 170,4 lot 170.0 1083 Imo 197 OLD 12{0 170A eye free 1817 110.0 944 Inc 1614 110.0 Am 170.0 1171 170.0; 1077 110, 2125 110.0 1067 91.3 7167 170.0 1013 121,0 2167 110.0 1017 4a 671n 170.0 930 114.0 746 170,0 Hta 170.0 860 170.0 1702 170.0 060 170.0 1450 00,0 1016 PLO 1613 170.0 for$ 170.0 1169 170.0 fl72 166.8 3080 170.0 7169 +7i.d 9640 7710 1771 19.1 3060 116.0 fl7t Ss.. IL 881n 170.0 974 174,0 Too 17010 tto9 110.0 907 ime 1334 Inc 1002 Ina loss 170.0 7688 770.4 ]767 ]10.4 966 free 1848 A0.0 rite file lose 179A 7276 1224 1966 170.0 Use 101,2 1868 like 18$ � V) 72 to 774.0 ]Obs 170.4 010 into 1216 Inc 7099 170.0 1406 ITCO 1126 170.0 1140 170,0 1228 154.1 I1N 170.0 1316 130,7 1131 169.6 1380 116.8 1733 U&S 17M 90.1 1731 160A 1362 053 1734 160.2 1352 � lain 110.0 1122 170$ 931 110.0 1340 110.0 1000 169.6 ISss Inc 1209 141A 1659 166.2 1205 171,1 1668 181.6 1265 111.9 1656 14}2 195] 982 1668 120.3 1229 862 1666 7.23.3 1219 72.7 tff58 121.2 1218 ,'2: 70 In 170.0list 174.0 067 Inc fiat 170.0 fire i66.0 1411 169.3 1245 136A 1471 152.0 ]234 121.2 1477 ]79.7 1200 198.1 14" 129.6 1791 901 1477 118.9 1169 77.9 1411 110.9 1169 68.2 1477 99.3 ilLI 90fn 92.4 filo 748.0 OOS !!BA 1710 127.9 460 101.6 1110 101.4 961 96.0 1110 88.3 938 7819 1110 6L6 922 11.0 file 80.1 810 692 1110 71.3 091 60.7 7110 66.6 070 44.4 7710 62J 010 tC Q O 1 1 951n 111,0 976 720.7 812 91.9 976 101.6 068 81.8 976 00.7 Oft 73.2 978 78,6 029 Bd,O 8ifi iU2 air 60.5 We 65A 847 49.8 0 I "A 789 4to 976 622 716 34.6 976 49.7 111 F„ X c3 O d YOStn 421 lTf 44.0 828 90.6 714 11 70.7 obs 60.7 177 87.7 e 4 EIA 714 64.3 691 18.1 771 14.0 E16 17.1 171 N.9: W1 312 771 70.9 612 39.1 711 75.4 631 25.1 711 72A 812 }ttln 78.1 no 17.3 601 63.1 iJ0 66.0 860 61.1 130 fit? 610 472 730 49.8 031 4211 730 160 872 Jn.9 730 41.11 614 31.6 770 M.6 600 V. 770 11.9 118 23,7 730 29.5 681 � X tII01n 69,9 624 81.0 d69 IA9 621 61.2 660 42.0 821 !i2 S6II 37.E 821 38,2 6ii 772 614 363 677 70.6 62A 329 671 R5A 814 27.7 619 11A 824 21.0 609 teT 674 77.5 601 � LO � � Thin 34.7 413 38.1 104 29.8 433121.4 346 27.1 177 2SA ]90 21.7 13J 22A 786 IB,9 q3 20.0 381 17,7 A73 19.7 Jii Q H Q N a � go - TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Toole(lbs) ANCHOR CAP.,,,,. au rola' 2. oXn apetctat. mow mi 776eaa4u PTW u-fd (DP,,,)X� �aANCHORCAP.,, N16'elto 11418aeke&to,Eke N4.69 oft* O448Yed O126toof Oil atx3 MULLIDN CAP.,.,,*"°` AnehorClipPottoml AnEhaTppa &tBEltoVoatn u4ek0U0mcon v47acon 910EIc0u81rco1 114•ekoultmton Agyeodol Ullmca+ AppmOder atkw(06)0tl4w(Ce) UUM(a5) USE THIS FORMULA TO OBTAIN THE'ANCHOR aslarco N P avr 1• z•ur 3•vB' r z•ux r 2•ur x 7.718' r 6.4a• oat• Q.aza• CAPACITY REOUiRED'CORRESPONDING TO AN eMbOli t7A a 1414• 10+4' lore• t-a1• v tat• f•u4' 1•u!• 1.114' 1.174• +•va• x are' 1^�/a• va1e6 ACTUAL PRESSURE REQUIREMENT FOR THE 2AncIgA®4,76'! nO, .I 810maaaOtael fflp.i 390107 090 tea Ibs 000 rot tba 270ma loo IDS 740110 47 Its outs tiff @a 367103 442 to% 669ne OPENING,WHEN IT is LOWER THAN THE MULLION 4Arc1+a19<}1.ia•dllit O.Q tatOaGinf 4a CI ¢712) �m7 700116 IVA IUA IIIA IRA 060107 NIA IUA IIIA IVA rue 182101 695110 1120-mo CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arclgd 3'IAm.O,C.I 216AM18CR1/ 0 700 ro7 790me owles 15E0(m 7066110 alums 1;80 RA EVA 784W 7438 tlri 6o0ka t8R2ten 102701 965 ma 1120106 MULLION.IT WILL YlELOAMiNIMUM ANCHOR AArchon<4$ts i1,O•tf.7N tnta.lo4'AtOBt 4' 111.0 IUA N!A WA IIIA IIIA IUA IIIA IUA IA IUA IUA NIA IUA 7207189 CAPACITY WHICH MAY BE USED TO QUALIFY tArclgtI FA:E fFl061 190105 i961D3 2nm7 445 iD7 a22me ipam3 146.2.0 177 ms 470703 firms 47zun A147m Yrom7 3zt 103 2apfm ADDITIONAL ANCHOR OPTIONS FROM THE pSOOUCTT48Yt3SO 2 eMrs t.t0'IAW1Ri:a 2t4ro7 31,109 NM !uA nu flu 19000 wA IUA NIA IUA IA Miles 442MB 690ro7 ANCH)RCAPACITY TABLE. uwmplyingwith fb6Florida pu9dlogoodo 1,260' AootptmltONo �J.d FIGURE 1: IGURE 2: _ TABLE NOTES: !� �• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1010[ 4 e pia us ontrol ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. `111 yr!7 rf 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� rO•'"" "" 1lF ff�r FIGURES \CENSE•'•., r 3.41 Qt r ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE >t i ` • CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 7 T J N..58705 _ SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLQW AND %'0` t �`C IS FIGURE 4: FIGURE 6: FIGURE 0: GROUT-FiLLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHAD S`ATE 0 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN$0OFO.66.ALUMINUM SHALL BE 824• Cs .624' . 6003-T5 ANO BEA MINIMUM OF.100•THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND �� F�Sn •'• 1,1 046"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126`THICK AND A36.ALL X71 r `srt 7 AL �' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. r7 J r r 1 i 1 t 1 f y t 11 • #10&7712 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.26'X 3.1W X A24• A.LYNN MiLLER,P.E. MULLION FL P.E.#58705 Mullion COPACRY Opening W)dth(rortofflyd6 omt7gmtElons)o peningHolght{torhoill Pm*8Po7rJagadlons) eOln btlM 701n 90 In coin IOOM 1201n 140In 1601n Recta gar TmpMong. Role Died Trop'fltang, Rutangow T1ap1T0Tseg• Rectangular ogleang. Rectangular Ttap7Tdan0. Roctuqular Vagillang. Rectoopular 7raptitlsbg, R4ctongdat R ang. Ralowwer itapfitSee, I(I 2%4X,28 LaednB Loafing Loadng Loadlnv Loadn9 Loadog Loadeg Lowing Loafing Landes Load as 1.05400 Lcadbq Loadoq Loadno Laodng Loadng Loadng Ya Alum.Tubo Mullionis 00 N� _42M 170.0 820 170,0 436 i70A 744 170,0 470 170,0 690 170.0 'ba4 170,0 092 170.0 6!0 170.0 1110 170.0 62f 170.0 INS •170.0 621 1700 1490 170.0 62 170.0 1735 170.0 621 170,0 1083 Ii00 521 F -- itlLl 46M 170.0 706 170.0 624 170,0"660` 170.0-664- 170.0 092--170.0...810 170,0 1133 -1TOA act H04 1276 170.0 077 00,0 1417 AID. 060 170,0 1700 170.0 060 170,0 1063 1704 600 170.0 2201 /70.0 Geo 50.026 in 110.01 747 170.0 68J 170.01 686 I 170. 631 110.0 1040 170.0 604 770.0 UPS 170.0 723 170,0 1346 170.0 147- 1170,0 1494-;70,0 -166- Hao-1793.A10.0,1-76k 110.0 2082 170.01 760 170.0 2501 iTOA 760 � � 141n Hao 701 170.0 6t2 110.0 956 110.0 991 1104 ttia SIVA 784 1704 1276 170,0 603 1740 1454 170.0 957 170.0 104 t70,0650 170,0 1613 170.0 081 170,0 2231 `170,0 LU 8 601 110,0 2650 170.0'881- """' ---_--__-,__ _ 0 00 1) 170,0 ab3 170,0 701 17010 1083 170.0 707 170.0 1240 1700 578 170.0 1417 1700 944 tike 16% 17,00 oc9 110,0 071 110.0 1033 170.0 2126 170.0 1063 170.0 2470 HOA IOU t00.a 2650 170.0 1083 031n 170.0 1130 170.0 746 170,0 it+0 170,0 650 ties "1302 170.0 940 170.0 1408 170.0 1016 04,0 1673 ST0,0 1078 170,0 1659 1704 1122 170.0 2231 +TOA 1100 16017 25" 7704 1171 t4a.9 2863 1700 1171 6610 HOA 974 170.0 760 170A 110 1704 003 170-0 1364 17&0 1002 170.0 1656 170,0 1050 170.0 063 170.0 1153 170.0 1048 110.0 1210 170.0 2130 170,0 1270 151.9 2437 170.0 1286 132.9 2437 170.0 12bb MM 00.0 1063 1704 976 170.0 1275 170.0 1009 110.0 1468 170,0 1126 170A 1700 170.0 1228 170.0 1013 170.0 1316 170.0 2125 IMO 1387 145A 2164 RPM `1400 124,0 2104 f70,0 1020 t8&2 2184 110.0 4630 '= itl In 170.0 1122 174.0 937 170,0 `1N8 170.4 1060 00.0 1070 170,0 1209 110.0 1794 170,0 On 1106.1 _i960 170.0 1421 1404 1000 171,0 1606 1234 1000 161.0 1640 100,4 IWO 154A 1656 92.8 1060 152,7 1631 a � IoM 004 1 1161 170.0 907 170A 1381 1704 1110 I= 4611 170.0 1260 +704 1642 170.0 1360 162.7 lost 170,0 1474 137.4 1561 103,1 1600 114.51 1061 141.3 1473 98.2 J 101 139.6 11469 05.0 1081 131.6 1464 r r 00 in 170,0 1 1720 170.0 1144 1407 1306 140,0 1210 127.0 13901 158,0 1185 +114 1390 121,3 1170 90.4 1308 1102 1102 08.6 1500 101,0 1117 74.8 1 1598 89,8 1122 834 1390 627 figs 66.9 1390 70.0 1090 0071, 147,4 1229 161,6 7099 122,9 1220 i2TA ion 105.3 1279 1112 lost 92, !220 43.0 1044 01.9 1220 88.0 1079 73.7 7220 024 1046 4SA 1229 72.2 983 62.7 1224 850 071 4&t 122@ 07.1 007 � � p !0870 103.6 171 108.0 877 003 Bit 904 902 74.0 071 77,2 049 64.7 071 004 OJT 67,8 911 51.9 626 81,0 071 6&6 916 13.1 971 49.0 796 37,0 O71 41.0 762 32.4 911 40.8 771 � �L r 155 M 05.1 910 9L9 032 79.6 010 oto 618 poli oto 70.9 cos 69, +0 029 194 63,0 919 00.7 764 47.7 gig 61.0 774 30,7 9I0 44,0 1 760 Std 919 407 742 29.0 1$1$ 37.1 132 x 52 52 f2otn 76.6 709 78,5 716 62.4 780 81.0 745 63.4 788 68.0 e9b 77.2 788 1&11 888 414 799 44A 077 1 37.7 766 4016 686 34.8 780 344 1 053 27.0 705 314 04+ 254 r766 20A 631 V• t44 1, 45,7 648 M2 ao4 384 Me 374 -is 91.2 645 Us 491 27.3 540 28.2 JIM 24.3 610 25.7 470 21.6 546 '22,0 474 19.2 6b 10,6 404 10A 646 113 465 13,7 648 16,9 Ng N *1�' O TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: C �aborCO act Table(lbs) t ANCHOR CAP.-_u 9YW 10 2.7kP]OClde a.bkUwe. Gid FakWGL1V PiW000 7400 (OP,}X{ )nANCHORCAP... •.3 .� bltr Elsa V4. 8,Eke WO'Eko V4'SSFJCo 0106taf 0126ltel 412 etec1 `MULLION CAE.,,,,,,,,,,,, - Ab011grC11pP9ltom• Antha T)p8 318 EttoUp ecm 11C EkoVrtmt4a at8 Eko UOmcin V4 EkoV8 Ma11 U6mcon AgprL43ttor Yemcm A92MORcr ecmw(t•)sHtw006) 9trtw108) USE THIS FORMULA TOOBTAIN THE'ANCHOR Eepe 5373790 7 +• 2•ttr 1• 2-VT 3.110• 1' 2.11r 1• 2•vr r SifB' r q,m• o.ea' ams• CAPACITY REQUIRED'CORRESPONDING TO AN Emlk:0n0s1 1014' ta4• 1-3141 144' r t•e4• t•V4' 1.114• 1.114• MW lite r `140• tae• QFa ACTUAL PRESSURE REQUIREMENT FOR THE 2 801,0 rstino.G. s asaragsac (Fig. 16 :sales apolbb * los Im t IDS olds 38406 74080 31410 46410 wSMS 341 lot 442106 5301,1, OPENING,WHEN IT ISLOWERTHlWTHEMULLION 4 Arkhom 2ES.fdln o.Q 18tah51roa Offset CDP 0o 7401bb 74010 6301bs N8823 1424153 RNA bola» 111A COSI0 NIA 6aif0a IVA C82IS$ WSMS 1123 mb CAPACITY(FROM THE TABLE)OF THE SELECTED eArcha9out•MMaalatenmm aaoel 9'79.5% amts; too 76010 1048 me NrA NIA 70510 NIA 70010 NIA IVA WA IM21ts 132710 le80IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Aeemm®S ma.O.C.1 0,6 leg r 78010 7 0 boo lbb low l0 Ism ms o Well NIA Notes 748166 96406 iomvz a02tbs Ess Re 1/20 as CAPACITY WHICH MAYBE USED TO QUALIFY 8Antmn®3'MkL244AfspeGl p 0 1t70ib2 1170106 t020Ib4 234OUB 28"lb5 61311% 04010 INA 1140163 If821b6� 1390IDs 2886100 1022104 132708 1680 rob ADDITIONAL ANCHOR OPTIONS FROM THE 3Afemma 1.341Lt01.O,C.rua,MM.12sAtum. RAN MA f!!A IVA NGL IVA SVA SNA YUA NLA WA !UA tltA 111,0 737 ANCHOR CAPACITY TABLE. 9AnCI47m &64•IdM.0.0.IUCa,MIo.12PAlum. g.N' IIIA IVA NM IVA IIIA WA IUA IIIA IUA TIM IUA IUA IIIA IUA 21 Ib4 PRODUC71twitIRED hIlls 2MeMm 280.510O.CJF4:9pLFto amens am= 316ms 143 US 742 Ito NIA &W be LILA 349tt0 IIIA 443716 NIA SiSmf 4/2704 Fb008 lBuIlI gob X168Fbdda. ARF 1.71•l.IM.O.C.l Pa31 .1 Ib! 526 R0 379ros 9Ta lbs IIIA IIIA 581105 IIIA 509163 IIIA IVA IVA 611163 681 R6 81000 oatpl8no0No NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES VALUES ARE USED IN THE EXAMPLE ON SHEET 24, FIGURE 1: FIGURE 2 FiGURE 3; FIGURE 4: TABLE NOTES: 2'000" Isms aR uit New • • • • • • • LLtllllll//j/ �_M_ 4� • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR `\� Q@1 • L �J • • • • GENERAL INSTALLATION METHODS, �r'''410ENSF''•.�P r� FIGURE b FIGURED: 2)LINEAR INTERPOLATION SEIWFEN MULL LENGTHS ANDIOR OPENING WIDTHS 19 ALLOWABLE. r 1r 4,0(0" - 71 t No,58703 f • •• • • • •• • •• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN 260' - 1-�U OCAT LOCATIONS, FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGEST ED,APPROXIMATE HOLE A�q ST FIGURE 7: FIGURES: FIGURE 9: FIGURE/0: ANGLE CLIP 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED GONCRE1T3BLOCK UNiT .c�, FLORSOh•'��•` •• • • (FIGURES 886) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PR�SSURE•TREAT ED YELLOW SOUTHERN PINE WITHAN SGOF 0.65. "NA% 1 e MUST BE USED ALUMINUM SHALL BE 6063•TS AND BEA MINIMUM OF.126•THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046•THICK(18 2`X 5•X.26 MULLtON hr S1Q(L}A1. 1' GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125'THICK AND A30,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW IN PAIRS. A.LYNNIMI4lER,P.E. i • THREADS BEYOND THE MATERIAL.410 S 012 ANCHORS INTO WOOD MAY BE STEEL,*8 S.S.OR 410 S.S. FL P.E.q LER, h Mullion Ospachy Tablo IboHt 0 oninpWidthearwracelv6paffr)tgn%lora)orOponinBHottiht(forttorimntinto-) �^ 6414 0081 lobs coin gain twill 1201n 14oln Win , ftmbnOder Topftn9, Rodan0ula TmptManO. RaotonpAar 11opMong. Raatonn:4a1 Tro7rT0mp. RocunOda 71s"wo, Rocisnow ltaPRdan1 Robtan0uiar Tmp/MenO, Raamgda Tfaprrdaro ReotanWfar TraptOfMg. • c1 2X8x.2d Losdne LaadOo t.oadn8 toad" Loading tosdpe LUdoe LmmoO laad8q lading LwdnO Laadn9 LoodnO laodn9 101100 LOadn9 LoodnO LoaningPYc Alum.Tubo11 lilt, 1111 a11 1,11, 111111 h 1111111 o, c! lZ 4210 170.01 620 170.0 434 110,0 144 170,0 416 ilea 606 free 600 170,4 002 free 610 ue0 lith flo.ol 621 iRLD 11240 170.0 621 iM01 1408 170,0 52t 770.0 1735 170.01 621 174.0 1063 170,0 62) O ,174.0.„708-.free 024 110,0 !30::170.0 6M 1740 002 170.0 030 170.4 1133 470.0 641 110.0 1276 170.0 077 1700 t41711170.0 080 170.(1 1700 170.0 800 110,0 1063 110.0 640 170.0 2267 170.0 080 604261n 170A 747 170.0 563 170,0 call 110.0 031 174,0-1048 free 004"'170.0 1105, 170.0-723: 174.0-1345-1740_747_.170,0.-1401-,171LO ,TlA, .1100 1703 .170.0 746. 170.0 2002 174,0 146. 170.0 2791 170.0 768 61fn 170.0 707 170.0 012 170,0 056 110.0 801 170.6 1118 1700 764 1700 7276 178.0 603 7700 4434 170.0 837 RL 1684 `1100 864 110.0 1913 110.0 681 170,4 USt 170,4 sat 110.0 ass /740 861- _`--_--___..._�..________.,,to W_,_ 0. coin 110.0 cast i7o,0 781 174.0 1081 170.0 Tor ire.0 1240 170.4 076 170.0 f417 V10 044 170.0 1484 1700 086 170.0 1711 ,170,0 1033 170.0 2125 170.0 1063 170.0 2410 170.0 1063 170.0 2833 170.0 1003 - � _ � - _ 43 in Into 030 17110 746 170.0 f it0 170,0 850 170.0 1302 170.0 940 170,0 1466 170.0 1016 170.0 1673 110.0 1076 110,0 1!140 470.0 1712 170A 2231 free 1140 170.0 2803 110.0 1171 170.0 2076 Na0 1171 g 6@In 170,0 074 170.0 760 170.p 1160 770.0 Dai 110.0"1007 170,6 "a ir8,0 ism 1200 ion 1180 1753 -170.0 1165 174.0 1040 lice 1210 1700 2338 170.0 4278 170,0 2727 170.0 1288 170.0 3117 170.0 1280 � g � Ufa fr8.0 toes 1Te.0 6711 lioA 1276 /tae 1000 1TDO 1400 free 1128 1710 1700 1700 Ufff 170.0 Sic 170.1) 1315 170.0 2126 170.0 1307 170.0 2650 170.0 1408 170,0 2016 110,0 IUD 110,0 3400 170.0-1530 7$10 114.0 1122 170.0 027 170,0 1340 170.0 1060 170.0 1570 170.0 1200 170,0 1104 170.0 1322 170,0 2010 170.0 1421 110,0 2243 I= 1603 /700 2802 170,0 1820 170,0 3140 fr8.0 Im 170.0 3588 170.0 ties x 78In 170.0 1161 free car 170.0 1341 170.0 1118 170,0 tell 174.0 1260 770.0 1842 178.4 138$ 174.0 2072 1100 1474 110.0 2502 00.0 it64 V0,0 2783 170.4 1700 170.4 5223 1700 1777 170,0 3@113 170.0 1780 r r 90 to 570.0 1328 free 1144 170.0 1594 170.0 1326 1700 1659 174.0 1495 170,0 2126 170.0 1863 170,0 2381 170.0 1783 170.0 2054 170,0 1910 170.0 3188 1700 2126 1x8.0 3413 170.0 2273 1384 3413 170.0 2381 O 9010 17-0.0 1417 170.0 1232 170,0 1700 170.0 1434 1700 1063 170.0 tali 170.0 7287 170,0 1781 170.0 2550 170.0 1052 170.0 2833 title 2005 face 3100 570.0 2338 137.1 3180 1610 2470 120.0 3100 16&11 2428 N p O 100 in 1700 160) 1700 H09 110.0 1013 170.0 1047 174.0 2231 1Ta4 IWO 174.0 2636 170.0 2470 184.6 2761 170.0 2271 146,3 2781 161.0 2333 123A 2761 140.4 2361 104.9 27at 126A 22N 02.7 2761 118.0 2100 11SM 174.0 S2 S2 5038 Si0.0 1464 170..0 14$4 110.0 1704 110.4 21n3 170,0 1032 1700 2021 170.0 2140 151.6 2032 182.3 2245 1300 ZB32 140.4 2218 1130 2832 1260 2169 07.0 2632 116.1 2126 840 2032 100.3 20DB to K 12010 170.0 1771 t70.0 1668 170,,0 2126 110,0 1649 1640 7162 159.0 feet 134,1 2262 11,4 1081 120.1 7262 122.2 1036 149.1 7L52 778.1 1016 001 2262 ODA 1472 77.2 2251 6$.8 10.78 OT.0 2262 81.4 1608 � •j( Q 0 144 in 126.1 1584 i28A 1446 1063 15Ni 100,1 11425 Bao 16$4 Of.d U07 762 1604 80.7 1390 Bab 1506 71.3 1375 920 td@4 457 1368 52.5 1564 60.0 1330 44.7 16tH 40.2 1305 30.1 1584 44.4 1283 Q C`+ Q 0 T BL 313 ANCHOR CAPACITY ADJUSTMENT FORMULA! g � no or C ao t abta(lost 2.7k Oamrato 3.Bk Caro. x u FNod CAIU PT Maul (DP,,,)XC ,=ANCHOR CAP.,„ 6/10•Eko 114'NSOw 8M6•Eka ila•Ii8Eko 01081167 #128tatf 01281ad MULL{ONCAP.,,e,,,a. Anchor Clip Palliative AnaMr7ype 3110,NkoUltmwn 114•Ekoumaoan Ulbroa 3118 EkoUlupaon 174•EkaWBoaon Aa9m9ator Ultmoon A99m0stor NaraW(05)$OaW(05) OWW(0s) USE THIS FORMULA TO013TAINTHE ANCHOR EdgOOtknabeni 1• 24!11 f• 2411 3.1141 r 240• t• 2.trr r 3.1101 r 0.46• 0,64• 4.321 CAPACITY REQUIRED"CORRESPONDING TO AN Enfbohnrnt tela• 1.3N• 1.314• 1.314' 7 t-vr f•va• t•va• /•1R• 014• 1414• r faro• taro• modes ACTUALPRESSURE REQUIREMENT FOR THE 2Anehot• .Ili n.O.C.rNle darXaOl Clip 3901,03 3801 i ib7 soaks 1 s 20. 280@a tea 740 371b9 1b5 ro 30.110.6 -4-427' NOW OPENING.WHEN IT IS LOWER THAN THE MULLION Anal=9Q4.ea•Mm,CA.lsipndw(0r0wgC4p 4'q.3) 7s014s too Ib4 lbs 1760M 32321bs 640 ms lbs 7081bs 1460lba 74810s 1272 tbo 1602166 $82 Mo 665 Mo 112014* CAPACITY(FROM THE TABLE)OF THE SELECTED 0AnOAoma131•A9a.0.0.r Bundard(Or06aa0 C9p(Fq,4 t1wits 1400 ibs late lbs 250S lbs WA WA 940103 WA f486as -WA WA OWN 1774th 2240100. MULLION,IT WILL YIELD A MINIMUM ANCHOR 4Aatom 193•MIn,O.C. (2)2idAnpla Clip ar(Fq,67 760100. 760 lbs 60013 16801-6 1690.aw 670 m3 So01b0. WA 70013 --T-6143 600@s 1092lbs 681169 89510,0. 112atW CAPACITYWHICH MAY SEUSEDTO QUALIFY 000011X6®3•Min.O.C.iR)2s5Anpis CBpa t(Fq.Br 1901bs 1584 MO 13801,06 11201,06 3102 1080146 1120-Ms WA 1520740 /4901n 1780 W0. 3704 lbs 1363lbs uta lb3 2?401W ADDITIONAL ANCHOR OPTIONS FROM THE 12AmtMm f.YAttn,0.0,1 2s6AmkC34p►t .TI: 18001,06 2100160. iMDBm 37001hs WA WA 1320 mo WA 1600140. WA WA WA 20431,00. 2054ras 33501bs ANCHOR CAPACITY TABLE. RODUCCRBY186i3 i Apahaa 1.34•Mu.O.a t Uttq,kto A26•Aium.(Fq,0 WA WA WA WA U WA A A WA WA WA WA WA WA 14701,08 on. � Whb�p l�d!^s rY 7-1 Anohom 80 Obs"Mtn.0.0.r Delp,kto.116'Atum,(Fq,9 WA WA WA WA WA WA WA WA WA WA A WA WA to 2861105 (�-2,000'-•'1 U71dttpoo N 2Airoaon Q04.86'AOn,O.ClP•G!p(FTp.e}: 3007,06 394016 45010.6 69010* 18187,06 270lbs 28albs 361{ba 74013 3741b7 830141 9401bs 311107 44ZIM 4801h1 1t>tx(nalaO NO IAnatwro 1.IriMIn.O.ClF•C@ ,11 6801as feetba ks 120 11bo WA WA 4701b3 WA 633ma WA A WA 88210.1 8847 7120767 Date NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: y ,tam 0 PraOuu 050110 FIGURE 1! FIGURE 2: FIGURE 3 FIGURE 4: FIGURE 0: FIGURED:FIGURE 10: FIGURE 111 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON "t t I 1 I I I l l t r LOADING.SEE SHEETS 2.4FOR GENERAL INSTALLATION METHOD9. \���Q�`( ,,,,,,,, • ♦ • s• • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 6 000' 1r: 41GENs t;�; • • • •• • • • • • . •. • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS yk Na.66706 21-23.HOLES TO BE DRILLED IN T14E FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON "• _ FIGURE 6: FIGURE e: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS•ANG '•, t IL P� 4)SUBSTRATES:CONCRETESHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED TE •, U` (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.80,WOOD SHALL BE PRESSURE-TREATED '+�G FLOR\Oti C)�� • • • • • • • • 5.7) YELLOW SOUTHERN PINE WITH AN SO OF 0.58.ALUMINUM SHALL BE SO03•T6 AND BE A MINIMUM OF.126' MUST SE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(78 GAUGE).STRUCTURAL STEEL TO • • • • • • • • USED BEAT LEAST.125^THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 0•X 28• A.LYNU ALVA,P.E. PAIRS. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL.iS•8 S.S.OR 410 S.S. MULLION FL P.E,q 68705 i TABLE 14A _ ......_.,. Mullion OD bh ConningWidth forueNcalty-sporuin,mUilons orOponlnOHolght(forhod ntnlyapnmlrgmUOons) � 501n Win 70 In, e9m 901n loam 120 in 140m 1601n Roew"fat TrspT wc0 fi4abnottar Trapiaan@. It tuputu ltopT ore. Rectrr4tulu TrOp7dOro. ROMdmea Or TrrpTderp, ROOkreuMr TmpT aro. o4tu9ul4r Trrr/Tn4re. RaalonouWr Tteptfdm0. R6alrnyu U 7RpMOre. 4 1^2d•xmv Landing I LoaQfn�$O• Lown Lwalno tandnp Loamro Laadrng La3aA9 au47 Locate Loat6amao Lwdbv 1.0009 LomOnn wadsn0 toadkg wndtre �re 'Tuba mull 00 to ZO ---- -421n- 144.2-628 1070 -120.. 1202_820__140.@ 419_ l03.0 626 13&9 414 @0.1 620 134.0 411 601. 020 134,1 411 721 626 N34.t 411 8&11 820 134,1 411 61.6 628 1134.1 4S1 4&/ 624 534.4 11111 LU W 481n 08.6 4W l0&9 333 640 403 94.7 326 69.0 403 06.4 320 6&4 403 31.4 -317- 63.7--403 -70.1--316- 4&3 4W_,1&6_ 314 40.3 401 VUI 314 34.0 403 7&8 114 242 4W 78.0 314 _ W.W81n 823 362 41.0 301 60.8 062 792 294 6&9 362 71.@ 249 81.6 362 87.2 183 457 332 &,6 261 41.2 362 '03.8 283 34.3 3?! W.6 263 29.1 002 -633 -2W...25.7 nW ..636 .'�3_ ____.�._ _ � $ 641n 07.6 313 71.1 18T li&6 316 612 201 A0.6 310 4T.7 260 424 316 67.6 7W 37,7 318 66,6 260 03.9 3f6 4&6 249 28.3 018 49.1 248 24.2 310 49.1 246 21.2 318 49.1 249 -- 601n 40.8 260 W.1 210 4L2 268 467 214 3&3 266 407 210 3&9 268 37.2 207 278 200 34@ 204 24.7 250 •33.4 203 2M 263 22.2 201 V.T 250 322 101 166 250 32.2 201 031n 427 234 466 290 38.8 234 39.1 1W 30.6 234 34.7 192" 2&7 234 31.8 189 237 234 29.4 166 21.4 234 2&0 184 17.6 214 20.0 163 16,3 234 26,6 1W 13A 234 2&0 163 0. O91n 37.2 213 39A 1W 31,0 213 33.7 110 20.6 213 29.0 176 23.2 2t0 27.0 173 208 253 Al 170 1&0 213 23,7 1W 1&6 2t3 72.2 101 13.3 243 224 tag 11.8 213 22.0 108 1261 26.8 179 30,1 466 2&8 179 28,8 182 204 179 226 !48 17.9 170 283 147 S&@ 179 1&7 146 761M1 24,3 181 16,4 110 20.3 !81 21.6 137 17.4 181 18,0 136 16.2 101 11.0 133 TB In 27.8 152 20.6 03 1&8 102 1&0 131 101 152 17.8 123 TABLE B o� ANCHOR CAPACITY ADJUSTMENT FORMULIU x 940 0 ADChorCOtago ltyTaD1@ b6 ANCHORCAP.,�,,,,•„ P}o '- awe n 2.7tCa trate a6tcttk. aMu rmadcre11 PTwooa t2eld 10P )X� ,=ANCHOR CAP,,, 8 MULLION CAP., ,,, Anchor Typo 3!16"Eko U11,a4m 114•Etto U91Qa1 8H6'Eko 3116•EkoU6Ndon 11PEko UIINtm 114.8SEkd 6116•Eko vit-so ko OW alai 8128(05 a12w(06 Simi 4`( 52 AnehorCtlpP6ttsm6 usmem A0geGala Warm A02rcatoldr octew(m)SCION a6) aetow(ot7 USE THIS FORMULA TO OBTAIN THE ANCHOR J{ Edea outentoM3 r 21rC r 2.114 3418 r atn r 242• 2 3478 r &46 9bi aat4 CAPACITY REQUIRED'CORRESPONDING TO AN ) Emtxtin60t tit^ tori' 14V4 t�a r 11.114 11.114• 1414 1.114- 11•!14' 1.114 2' tyre' lire• vales ACTUAL PRESSURE REQUIREMENT FOR THE L) N O O Archarr�l3•s8n.par 2t6A m 1 t 730106 mats toa tt401os Imam ma 660IOs w Ia4 746 m 1m2 tai are Mas 466&4 90 ro5 OPENING,WHEN IT IS LOWER THAN THE MULLION a *' CAPACITY(FROM THE TABLE)OF THE SELECTED , MULLION.IT WILL YIELD A MINIMUM ANCHOR D� CAPACITY WHICH MAY BE USED TO QUALIFY '] ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLENOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 1» 12SS•_.1 wtnptyingwllh 1h9Piodda SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I I ulidlag tapd6 O oo4p02tcoNo FIGURE I: 2)UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWASILE. r ftp �D6 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. I( Iam"!5')o Prodatl Comto HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2,118• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I X1111 I 1 1111T7j ANGLE CLIP MUST BE USED IN PAIRS, L 126• ` „•11. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED �� �0 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90,WOOD SHALL BE PRESSURE-TREATED � ,•''1 tCENSE'•,�Ep YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5003 75 AND BE A MINIMUM OF.126" �• THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1,26'X 2.11'X.126'MULLION No.58705 Tti LEAST.125-THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND (INTEGRAL FfN MULLION) THE MATERIAL.#10&#!2 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 SS. '7D0 11 S'A E F Oryf� NJ�1. /11111111 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 154 Mullion Capacity Table IbaMls Opening Width(tor%mflk] tysPaml►4)millions)QrOp4nin0Height(torhodwNe*aparrllrgmUlions) ! 5oln 801 7014 8014 00 In Soot 1201 1401 1001 Roetealtnor TrapT Sri. Wows Togmaro R60tanQAu Tfo4D• Reatao IM071 ep. Raotu4fi Ilene. ftealanDulu hep MenO. R6etenau f TnpfiMand. 4 8,26"30 Lou9n0 loadnp Loafto LOadno LoasnO LoadoQ Loodna Load nO towing Load" LoadnD WOOD Loaft Loading toada9 Laling LoadnD Leadna �d AL Oft ULL 421 110.0 620 170.9 415 170.0 744 170A-470- Ino -860 i7o.0_608 170,0. 092 170.0 6to 170.0 1118 170.0 521 170.0 1240 '110.0 621 170.0 1408 170.0521 170.0 1735 170.0 521 t49d 1740 170,0 621 451n 170,0 705 170.0 624 170,0 860 170,0 601 170.0 0412 170.0810 1T0.0 1t33 170.0 Sal i70.0 1278 110.8 877 "170.0-1411 470.0.600. .1622 467,2- 170.Q 880 13114 1622 170.0 069 Sf49 1622 170.0 080 50.0251n 1170.0 747 170.0 563 470.0 606 170.9 631 00.0 {016 170.0 684 110.0 1141 iT0.0 722 170.0 1345 1704 747 181.2 IMS 00,0 766 138.0 1443 170,0 758 117.3 1446 170.0 750 102.8 {4{s -170.0 -766- - _ __ _-___ _ 841 170.0707 170.0 812 170.0056 t7010 401 170.0 1116 170.0 764 170.0 I94 170A 00) 180,4 1355 170.0 037 144.3 1363 170.0 650 1203 1357- 170.0 &Bt 100.1 1353 170.0 001 00.2 iii] 17010 881 � --� -� - -~ - 6414 1700 085 170.0 701 170.0 1063 170.17 707 167.0 1216 1700 070 1404 1214 170.0 044 129.0 1216 i69A 038 416.4 121E 02.1 924 07.4 1218 t40.t 9f3 634 1210 140.! 913 73.1 1210 f407 013 631 1-0.0 930 470.0 744 110:4 1444 170.0 860 160.2 5160 t06.B 933 11.4 1160 163.0 914 tia.6 1150 141.9 098 INA 1180 134.2 665 87.0 1150 128.7 87i 76.1 1160 1289 8" 0517 1160 1262 070 � ttI 481 17910 974 170.9 700 162.4 1010 1415.0 601. 130.0 1048 148.0 681 IU2 1040 133.1 050 Iol.e 1016 123.4 439 OIA 1040 118.0 630 76.2 1040 109.4 021 65.3 1046 100.2 Me 67.1 1040 IN.2 (Its 72In 1140,0 650 147.0 764 117.0 880 120.0 748 100.8 080 1100 734 60.0 880 100,0 722 703 060 92.0 112 70.4 880 68.2 703 6AT 000 792 693 643 884 706 888 44.0 880 76.4 658 J z g TO in 7107 710 125,1 896 99.8 710 iWA 076 474 710 03.3 683 74A 790 83.0 652 804 100 78.0 843 680 790 71.7 038 40.9 700 05.1 624 420 700 62.1 016 LU 37.4 710 BLS 617 � ,� "-• er T� "Join 110.8 760 115.tl 657 02.3 760 90.1 044 70.1 760 65.0 632 69,2 750 77,1 621 e1A 750 70.6 612 894 760 66.1 OOS 18.2 760 69.4 504 304 760 582 686 31.6 768 65,8 880 m p 99 In 12.1 5413 75.4 500 60.1 563 024 491 8t.5 503 64.8 483 45.1 503 40.0 418 1 40.5 443 44d 1 486 30.1 663 40.9 482 384 NO 382 452 25.6 603 33.3 443 224 683 31.8 442 �•- U,� SV 0411 04A IDS 5I.1 443 49.6 400 41.6 435 42A 490 444 427 37.1 495 SPA 12! 33.0 400 36.1 415 203 493 332 109 24.0 495 20.1 400 21,2 405 20.0 394 106 405 25.0 190 �7 a a 10411 41.7 301 42A 353 344 3911 "-a 316 29.0 391 31.1 M2 28.1 391 27.0 737 232 391 24.0 333 20.0 391 220 328 11.4 301 10,7 321 614 391 17.8 316 (� 52 S2 tN In 30.4 370 692 335 32,0 310 314 330 27.3 310 286 325 24,0 s70 233 324 21.4 370 224 310 14.2 370 =0 312 10.0 370 50.1 300 p 71 U) 1201, 30.4 317 SO.D 289 243 317 284 281 2L7 3!7 22.8 280 184 317 t4.A 278 10.8 317 17.9 271 fMU !710 220 17.0 201 Q TABLE 16BL ## ANCHOR CAPACITY ADJUSTMENT FORMULA! Anchor Capacity Table libel ANCHORCAP- sa"Imla 2,7KOona 0 3.51r:mo. 60V71CM modcmu PTWoo3 Maui (Op-)XtMULL1CNCAP, ANCHORCAP.N, 15116'6140114'86 E140 6110•E1oo 114.69 Elco NI001ee1 N1241aN 01241x0 Anoho►Cllppattom4 AnclwTT90 3110,E100upaaon OrEleowit000n uluman Yt0•EloaUftwon 114•ekoUNeam AHM0410r 4Almam A9amootar 6urw{a3}aomwl0i} screw{03} USE THIS FORMULA TO OBTAIN THE"ANCHOR E49oaamlooPat t a+rz f 2.fm 3'ro 1' atm 1• 2.13" x 3.118' x 3.45 0.64 o32r CAPACITYREQUIRED•CORRESPONDINGTOAN EmbaMlent 1.311` i•N4' 1.314• i•3M' T 1.114 t•H4' t•+4 1dN' 1.114' 1.114' 2• SJlB' 1.318' Gks ACTUAL PRESSURE REQUIREMENT FOR THE 2 ®5•ft t7.G 142)20 osq.1T. 390 9013 sora 6901" flood+ 2701" 2801" 354110 NOW 37 " T Iba 9401bS 3411" 4x11" 500 rot OPENING,W14EN IT IS LOWER THAN THE MULLION 4 A4ohPnBSA'MId O.GI )216 An9te COW/ft.2I: 7801" 7001" 1901" f87P4" 2a26i" 5101ba 66at" IPAR20tts 749 Lbs 6801" 1892 t" 682151 089160 11281" CAPACITY(FROM THE TABLE)OF THE SELECTED BAnatrom 492.71•hOn.O.Gf422t8An01e 621 a1ffq.31' 11201" 1120th 9661" ?248@4 22541" w5, 4401" wA 10591" w5, +123!" w5, t02216s i3xr roe 18 1" MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODUL7 R1lYiSUD ANCHOR CAPACITY TABLE. u can'pyIng w}41 dt6 Fto 804legCacb FIGURE 1: TABLE NOTES] �O 1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. ' SFE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. lam! off un Cant701 F FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 1111 I!! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Ot�Y d ! o HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' �'"L10ENgF'.<<tt¢ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.250" No.58706 )� 4)SUBSTRATES:CONCRETE SHALL.CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C41 WOOD SHALL BE PRESSURE-TREATED �c e j YELLOW SOUTHERN PINE WITH AN SG OF 0,66.ALUMINUM SHALL BE 6083•T6AN0 BE A MINIMUM OF.125" '-U 1 * * d THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AN0.048 THICK(18 GAUGE}.STRUCTURAL STEEL TO BE AT 30•BAY 7� Pt t ' LEAST.126'THICK AND ASB.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULUCN =.0�t, 3�T T7- qty THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18 S.S.OR 410 S S. ,L� LCRIOR.'' N ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAiRS. S1 GNAT. a 111 A.LfN,.MkL R,P.E. FL P.E.#68705 . ....... AII 1.000- 1.000- 1.000- .125# 3.25' .126' & .126' .126' 2.7 2.1 SWW .126'. A26" Lo 2A)D' 2.000• 2. 16' .266" V .6 a" .12T L .125' .37,6. Ll 2 a:�17-' I tii T .90wT T D V X r X.126*MULLION VX r X.376*MULLION VX 2.76*X.376'MULLION J*X-2.7V X-.66ir MULLJON.-------l'X3,12FX, MULLION 125'X 3A0V X,26V MULLION 1.26-X 2A V XA26'MULLION 6003-76ALUM 6063-76 ALUM. 6063-T6 ALUM 60133-76 ALUM 0083-T6 ALUM. `-800-TO ALUM,- _6063-TO ALLIM. L X-SECTION X-SEICTION X-SECTiON *SECTION X-SEC71ON X-SECTION, X-SEC71ON 1261 TABLE A z STANDARD CUP 2X6 ANGLE CLIP 01monelon VRIUo(in) For Mullion: 6063-TO ALUM 6003-TOALUM z 2.0 V i5 L L X-SECTION 2.126* U-CLIP 2.0 3T X-SECTION A 1.625 (L V X2'XA26' 1 606346 ALUK 12W a 2,664 a :z *SECTION Aluminum 0 0-895 Tuba Mullion A-' D 0.740 .12W] z 9 �- A 11126 a �.740' 2.404 f X21 X.376' 2 S -- Aluminum 3 10 .376. C 0,836 Tube Mullion CUTHERETO 6.000* R ZM-��3.126' • r CREATE r-CUR SEE MIN. .376'MW,--i D 0,490 MIN. DETAILFSHEET 4 1 f .3W MIN. A 1.875 ---- ------- -7 ----------- a 3,000 V X 2.7W'X r �r---------- U-CLIP I- ------------------- 2X5 ANGLE CLIP c 0.767 •376 L L.------- 8063-70ALUM. Aluminum TOPVIEW '77 6063-TO ALUM. D Tube Mullion TOPVIEW STANDARD CLIP ENTI AN 0 E A50 Min, C 0 'H R OF U ANCHOR 60WTS ALUM. ENT ZA CH"Do 0.NOIL SEE A 1.312 1-X2.76-X CEZNTER"OFANCHOR HOLE MUST VE TOPVIEW CENTER OF ANCHOR AN OR 0. DIET H WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER 11181. a 3.000 .850, 11. STANDARD CUP 63_To ALUM. X L:EoTtoll '26 A 95 0 114 26 I" 36 SHEETS 6,17 FOR THE ANCHOR O.C. WITHINVEDASHED C OA76 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER*11116'. SHEETS 6-17 FOR THE 0 D.We Tube Mulflon - ANCHORO.C. BLE B 1300 DISTANCE.MAXIMUM POT Part# A 2.000 Y X3.126'X 0 MAW It 1 a ANCHOR HOLE Mull Dimension(sheat#) S , 2.637 no a ffeatClip U-CIIP jAngloClip .6W Alum WWONO .376' �5 MIN. DIAMETER+111W. 0 0.803 Tuba Mull MIN. J-1 XV X.j2V(6) 66605 666jj3M 6061110M SW243M 666614M 0 1.137 V X 2-X.376"(6) SSSM W6114M 6661119M 666244M 666612M A Z ado FV UOCOVIO ----- ___-_--I___-____- ---- --T 1-X2.75•X.375"M 68607 666115M 6861 120M SW246M 688813M1 j3M a 3,282 '2 X3Aw - X.2851 Alum 1. 1-X2.7&'X.6W'(8) 66608 686116M_�1121M ON240M 666514M 0 0.862 Tube Mull "0 D V62 '0 66037M 6861116M 6661114M,6W242M W016M M...o X5.l2&'X.5W'(0) 1.26'X2.111 X1 "*,. 660516M 1.2&1 X3,1W X.2W'(12) 66841M 6601117M A 1.613 121*Alum N0.58705 Swim m2mm I 1,26"X211"X.126"(18) 89370 1 NIA I NIA NIA, I 068917M Tube Mull . OFrSETCLIP NOTES- T IS: 6063-T6 ALUM, % 6� SE OFA .126"- -T TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. LORWo' fi'y. ......... .740 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS ANCHOR D.C.DISTANCE, &10 A.VAII 1-'Eic\'P.E. 3)SEE S14EETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#68705 438" 4. W 41 Do, 41 DO' 2.0)0* .126'STANO),RDCLIP 2.e M1 6083-1A ALUM. 0. X-SECTtON U.CLIP 2 2XSANGLECLIP i26" i 6003-TO ALUK 6063-176 ALUM. j2W .11217 126" X-SECTION X-SECTION 125, 0311 79= .126' 0 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE I DASHED BOUNDARY.SEE SHEETS 6-20 FOR THE .37 ANCHOR O.C.DISTANCE,MAXIMUM ANCHOR m X4'X. -T il . -I -ANCHOR DIAMETER-4AjtS'.----- HOLE DIAMETER -LU-0) 0 I 4X.125* 1. X.3717 6.60cr GO 10-- MULLION MULLION 'r-MULLION CUTHERETO z 6003-TO ALUK 0003-TO ALUM, 0003-TO ALUM. 3,12W, .376' 0 X-SECTION X-SECTION X-SECTION .375* CREATE FCI.IP.SEE .375, M11% V5 1 MIN" DETAIL F.SHEET 4 :3 ------- r--------1- ------\--------------q.376' T CENTER OF 2 1.260' ANCHOR HOLE MIN, =) 1,260 L MUST LIP WITHIN THE DASHED BOUNDARY.So 2A rfi- 4- t SHEETS&20FOR 2 .3 4 .X 376* X4 1 t210' DISTANCE, MAXIMUM CO 2 3.110- so, ANCHOR HOLE 0 S2 DIAMETER: .100, .10 A00. ANCHOR L---------------------i DIAMETER 0 +11te.. to IWANGI 0 CLIP I-OW Aw __a 606"0 ALUM. 6063-To ALUM. 4* .024P STANDAROCUP U-CLIP TOPVIEW ?CENT11 ANCHOR 1.1'E CENTER " 'IOL'M'J'T 60@3-TO ALUM. 1111100" WITH So SEE .92DW --1 .820'1,- N IS CASH BOUNDARY. TOPVIEW TOPVIEW 1.2WX325'XA24' 1,26'X3.94'Xe24' SHEETS 6-20 FOR THE ANCHOR D.C. TABLED 7ABLEC,CONT, MULLION MULLION MULLION DISTANCE MAXIMUM ANCHOR HOLE D(invigicalvalu#0A)l For Dimension Value 0h)l For Mullion: 600r�Ts ALUM, e00645ALLIM. 000546ALUM. OIAM ETEi.ANCHOR DIAMETER itir. Mullion: X-SECTION X-SECTION X-SECTION F 3.681--PIWX- -F G 1,000 ' .1261 o 0.60 X.0241 6,600" Aluminum -H 1.430 AlumInUM .376' 'Rho Muillon ::;3260 Tube Melba 1.3771-k J25' 6* MIN, 376* F 3A87 11 X41 X F .2=1 3,841 i - . G 0.767 .3761 0 IIA25 X.62r 1BODUCTItuvibut) ---- --- ------- H 2.430 Aluminum .600 Alumtnum uq0wh4jjSwI0sLbcP InFid 1 3.280 Toos mumon hadwac -T i iwo Tuba a IT -F 2,260 1.25-X3.26- L 1 2.013 30,Bay Mail X.1w F 1 2.676 1 461 Say mug A26'- .126, 46* 2.260" PE t6w I Aluminum 3.250 1 Ttbo Mullion he Urt 10101 3,250*45-BAY MULLION 3.260' TABLE D %J11111111, 30*BAY MULLION OM-18 ALU ------- mull Olmontlon pay Part a VNIV 4j,"411 - .. 6003-TO ALUM. I (4hesto) X-SECTIO X-SECTION 12 Mullion Old.clip 101foat011p U411p, Angle Clip Ill ITER, CHOI DA 1 Q177-- 6* .... .... kMV tfi�Iw 13,2 1 LION 3.2Z 11 'CN M. M T N) OFFSET CLIP ?X4-X,I2S-(l0) 611384 6WIlIMISMI122M 6OW41M 60518M T J-�-.98 Am- -L 0063-TS ALUM, VX4-X.3?6-(il) 06610 660112M 6601123M 660242M 604510M No.68705 �..q 4 - - 228 al- ltt� TOPVIEW J*X4rX.37S-r(ii) oem wil2m 6seilm sev42M 66681sm Hum. .7401-+ 1.26-X3-2V X,100-(ill) 20160 W01127M 6WI124M 6662410M 060116M Z i)HOLES TO BE DRILLED IN THE �NAI�s� FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.2V X3.2V X.624-(14) 90101 GWtj2SM 1366ti= 60624itM 8 ATE 660ii6m 1,25X3.04-X.624'(15) 20162 6081117M 601120M 666241M smsim .......... 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, 30 Oagmo(10) 06049 WA NIA I WA ' "I NAI, 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Dogme(20) 66M NIA VA I ir A A.LY' i(2 FL P.E.6 68705 Mull Dlmenolon PGT Part# (sh00t#) Mullion Std.Clip U•Cllp Angle Clip --�r"-'126' "1 I"•1z5° -«{L-,1z6" � E 2"X4•X.26"(16) 88602 066261H 06027tH 686B112M ii } ,2°X6"X.26"(17) 68804 6582621M 666272M 0888113M t STANDARD CLIP I U•CLIP WANGLECUP 4 5063.78 ALUM, 6003.70 ALUM. 0003.7'0 ALUM•` 2000' XSECTION 2.125' XSECTION 2.000' XSECTION OTES• i 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 .125• I ,125' L 126' Jj- M QIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 7 0) 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE ,490' -_-HOLELOCATIONS, _T__ __ 1.490" 3)`SEE SHEETS 2.4-FOR dAkERs1C INSTAL ATION METH=._ CUTHERETO - - .. —--- --- — _ 2.000' 3,600'---� CREATE FCLIP. - b.000° -- -_.w -x- ,375' -SEEDETAILF, 376 _MIN. m Q MIN. r SHEET4 MIN. 376' �� � MW s0 r-------- ------ ---------: 4.QOO' j I I i A z .260"- 2•X4'X25 @- ^�^-^ --"- --i 3.438' f 3.438' p rr MULLION 1 3.438' y 6063.70 ALUM. }p� X-600TION I i i i 1 376" 8� L_ _----_._ J___ _______� -_ -_ L- -------------------J MIN. O S2 S2 lea T- STANDAFtOCUP U•CLIR,8083.70AtUM. WANGLECUP � rrz�� CENTER OF ANCHOR HOLE MUST US 8003•TBALUM. 3E0 FOR LI X 6 MULLION SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 0083 T8 ALUM. 2 Uat� _ •260' - WITHIN THE DASHED BOUNDARY,SEE, TOPVIEW 70PV1EW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW SHEETS Fr2DFOR THE ANCHOR O.C. SHEETS S•20FOR THE ANCHOR Or- - Q' w DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER 1116', WITHI THEDASHED BOUNDARY.SEE DIAMETER.ANCHOR DIAMETER+N15'. SHEET 6.20 FOR THE ANCHOR O.C. 8,600' DIST CE.MAXIMUM ANCHOR HOLE CUTHERETO OtAM ER:ANCHOR DIAMETER+1116'. 6.Od0• 3.600• CREATE FCLIP, 376' 8EE DETAILF, MIN, r-SHE ET4 MAN, 376' MIN. 376' Oo1,Rpq'111yMf11h sha Pbtld� ! i I .i i peso 1 260' 8.000• ^x -'---- T-- - — 4,888' E r 1 t uss mral 6.438' 6,438' ( 5.430' LYNN 2MULLION• j I I 1 ! ti`� •'1\CEN46`-,1P 8003-TSALUM, X-SECTION 1 _ I ( 1 I 140.60705 1 i 1 t 1 t 376' ------ -- 4-------� -- - i--------- _ _____ TINEF71b" ---------- � MIN. :� ' 1 'r ''•,rtORtOP•✓ 1C 200' STANOARDCEtP U-0LIP2X6 ANGLE CUP 6083.76 ALUM. 0003.76 ALUM. 8003.76 ALUM. i�� �0�NA� 70PVIEW i�, TOP VIEW USED FOR T XS'MULLION,SHEET 11 TOPVIEW A.LY0 MII•dg,'P.E. FL P.E.#68705 I GREQUIRESADESIGN PRESSURE OF+60.01-60.0 PSF,._. .:....... NOAHCNafta N4 HEAD 1)INITIALLY ASSUMING THAT A 11"WIDE ^tr - RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TA S FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'ANDILL M ET 0. Waw Inc DESIGN PRESSURE OF+60-01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, �`�4! dw FENEsiRAT1ON gE7n�t6,FROM TABLE 3A,SHEET?,THE i•X 2.76'X.316'MULLION(LENGTH=72`,OPENING WIDTH=701)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 0-68.3 PSFAND WOULD d O PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. c APPROVAL 23 � FROMTABLE 4A,SHEETS,THE 1-X 2.76"X.660'MULLION(LENGTH 4 72",OPENING WIDTH=70")HASA DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d 7 OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LSE, MULIIOH % m 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)#12ANCHORS AND THE 2X8 ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 865 LBS,THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z N N STAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION O DE 5H OTS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE R£GUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATIONSPECIFICATIONS INTO RESPECTIVE SUBSTRATES pt10 FENESTRATION PRODUCTS TO MULLION, 1N THIS EXAMPLE THE DESIGN PRESSURE REQUIRED WAS 460.0 PSF,TH�OVERALL MULLION SYSTEM WAS OE7ERMINEDTOBE 72,7 PSF WITH AN ANCHOR CAPACITY OF ON LBS.-ALTERNATIVELY; Ws =0 0 _- NOANCHORS Igki THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USE TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 00 PSF: 836 LBS(60 P$F)X >=624,$LB$ (MAYSE USED TO QUALIFY A 10 S fEE4 SCREWS FROM TABLE 48) 72.7 PSF = � Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USSS A CONCRETE HEADER AND SILL,THE WINDOW FRAME DEPTH IS 2.318 THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01.66.0 PSF. LLIN FOR THE VE((TI,�.L u to ' !)INITIALLY ASSUMING THAT A 1'WIDE MULLION 15 SUITABLE.THE�tUILIQN LENGTH IS 32'+72'+1=tOS"AND THE OPENING WIDTH IS 38'+38'tt"=73'.REFERENCING SHEET 26, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS ATLEAST THE WINDOW FRAME DEPTH OF2.318'AND WILL 1 (nCa a EXAMPLE 2;MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF tOp,O!-65.ddd PEP.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, 1�1 MULL WIDTH-� FROM TABLE 3A,SHEET 7,THE!'X 2.76'X.376"MULLION(LENGTH=108,OPENING WIDTH-SO')MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS+I-I OA PSF D Q Y AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET!6,THE 2•X 4'X.260`MULLION(LENGTH=,108',OPENING WIDTH-60")HAS ADESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS ¢ O SES DETAILS, FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTETHE ANCHOR CAPACITY REQUIRED OF 9711.89. oQ my� 3 FENESTRATION slsa a BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL Ado 2'To THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 30"+36'+2•=74",NOT 73`AS PREVIOUSLY 11 � PRODUCT'S ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73"DIMENSION(36.112'+36.12"+214731. j r 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE,IN THIS EXAMPLE,ASSUME THE POUREO VERTICAL I i CONCRETE HEADER AND SILL ARE S"WIDE.IF THE MULLION CLIP WARE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION SEE SEE' - USING THE STANDARD CLIP WITH(6)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.12'GIVE$AN ANCHOR CAPACITY OF 1060 LBS WHICH IS WREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. d DETAILS, DETAILE, OpEwM SHEETS 2.3 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL 8E A 2"X 4-X 260"MULLION,INTHIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORuL IL MULLIONTYPE COULD BE CHOSEN, RODUL"TRB' We dIe Mt2LFON T' ! tamPlyOWdkU PIaICe 1)THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32'+72�+2"4100%REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAYBE ntldtagLb00 USED.FROM TABLE 12A,SHEET 16,THE 2"X 4•X.26(•MULLION(@ LLENGTH 4 42',OPENING HEIGHT 4120')HASA DESIGN PRESSURE OF+1"170.0 PSF WHICH EXCEEDS THE ocCPlml01440N REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPYCATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LOS, SEE SHEETS 2)USE TABLE 12D TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE,IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" IamiTiAda Pta Utt�tkiDaa1 2-3 WIDE,IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6")CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE,USING THE 2X6 ANGLE CLIPS WITH (4)3110'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH I$GREATER,AND THEREFORE SUITABLE,FOR THE REQUITED 1411 Ili,,. ANCHOR CAPACITY OF 621 LBS. �QNB LYNN A /,/ L-OPESS•,HORIZ. _ Sa",HORIZ. NING Mm�� ULLIENOTG� 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MUL((..ION.USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U•CLIP SHOWS THE ANCHOR ,` �'< ."'OCEN4CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS dREATEh.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 CBS.THEWIDTHFORVERTICALMULL ANCHOR TYPE 15 A 012 STEEL SCREW, +`f N0,58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ +1.64.7 PSF FROM THE VERTICAL MULLION; 1 +t-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHINGTO CMU . rATIE jj� +/-170,0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION), % O <U. THE LOWEST DESIGN PRESSURE 13+1-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. T k 1 CORIDP..'C7, VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION S/ONAi. PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LAi MIBLiK P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.#68705 e :.• ,< .;, < itxtbill��a1:.:,.., _ ' RGI i�% /' I►' r.A.�rswi..wr r.� jj� 1���.iiiri�i-%+ii%.i%i►i� `��.�?,�i.%i�'�.iir�iri( - - t. <. .- • � ilk � � � N t WibliltFt<Lgit3: .c. 1V/ rI4V.LJ Y:Yr :JV Y17 Lloa WX.LOVI1 ti$ L. -ACV. Itly' V' Ya - Z i i a MlAMhQADE M14M[-DARE COTY PRODUCT CONTROL SE ON DEPARTMENT OF REGUI ATORY AND ECONOMIC RESOURCES(RER) I,11805 SW 26 Street,Roo 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31 599 NOTICE OF ACCEPTANCE OA www.mismidede. ovlec m PGT Induotrles,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: I' This NOA is being issued under the applicable rules and regulations governing the use of constn c I ion materials. The documentation submitted has been reviewed and accepted by .Miami-Dade County - Product Control Section to be used in Miami Dade County and other areas where allowed by the Aud A rity Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Pr uct Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade,County)re e the right to have this product or material tested for quality assurance purposes,If this product or m ial fails to-perform in the accepted manner,the manufacturer will incur the expense,'of such testing and the HJ may immediately revoke, modify, or suspend the use of such product or material within their jurisci n. RER reserves the right to revoke this acceptance,if it is determined by Miami--Dade County Product C of 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 Bui A ins Code, including the High Velocity Hurricane Zone. DESCRIPTION:Seines ITW-520 Mnyl"White PVC Fixed Window=L.M.I. APPROVAL DOCUMENT: Drawing No. 5190-1 titled"Vinyl-Picture Window, Large Missile Im V, sheets 1 through 10 of 10,dated 08104/08,with revision C dated 06/01115,prepared by manufacturer,s' ed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dada County Product Control Section Rev Ron stamp with the Notice of Acceptance number and expiration date by the Miami:Dade County Pract Control Section. AUSSILE IMPACT RATING:Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, to, model/series, and following statement: "Miami-Dade County Product Control Approved", unless othe 'se noted herein'. IRENEWAL of this NOA shall be considered after a renewal application has been filed.and there has men no change in the applicable building code negatively affecting the performance of this product. I TERMI1vATION of this NOA will occur after the expiration date or if there hes been a revision or ch go in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorse ii ent of any product,for sales, advertising or any other purposes shall automatically;terminate this NOA. F re to comply with any section of this NOA shall be cause for tetmination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words beami-Dade County, Florida, d followed by the expiration date may be displayed in advertising literature. If, portion of the N is displayed,then it shall be done in its entirety. �any ' INSPECTION: A copy of this entire NOA shall be provided to the user .by the manufacturer o is distributors and shall be available for inspection -the job site at the request of the Building Official. This NOA revises NOA#13-1009.04 and consists of this page 1 and evidence pages E-1 and E-2,as wel s approval doctunent mentioned above. The submitted documentation was reviewed by Manuel Terex,P.E. ' MIAMI•DADECOUNTY NOA No.15-061 3 �Fazlprjgll Expiration Date: January 08,1 9 n Approval Date: July 23 5 1123 ! Pa 1 i j i ivr .,LVia %:%O:u% rM Lisa Wilson 941. 480. 1900 j Pa 3 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'T'TED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0820.15) 2. Drawing No. 51904, titled "Vinyl Picture Window, ;Large Missile'Impact", she 1 through 10 of 10, dated 08/04/08, with revision C dated 066101/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.11! B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94, 2)Uniform Static Air Pressure Test,loading:,-.FEtC,TAS 202- 3)Water Resistance Test,per PBC,TAS 20294 4)Large Missile Impact Test per FBC,TAS 20194 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,a:series PW-520 ii Lyl fixed window, prepared by Fenestration Testing Laboratory,1 Inc., Test Reports j 16. FTL 5712 and TTL-5729,dated 08/13/08 and 09/09/08 respectively,both signed d sealed by Carlos S.Rionda,P.E. (Submitted under NDA No 0&0820.1'5) C. CALCULATIONS . 1. - Anchor verification calculations and structural analysis,complying with FBC 5'h Edition(2014),dated 06/05115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE j) 1. Miami-Dade Department of Regulatory,and Economic;Resources(RER). I - • i ! Manuel P I Product;Control i NOA No.15-061Z Eaplratl In Date: January 08, Approval Date: July 23 2 E-1 . i f , I� 10/7/2015 4:48:06 PM Lisa Wilson 941. 480. 1900 Pag 4 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED i E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their. "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/6,expiring on 12/11/11. 2. Notice of Acceptance No.12-1017.02 issued to Quanex Building Products,Inc. r their"Wte Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/07/13,expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Edition(2014),dated June 1,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,I I.E. 2. Statement letter of no financial interest, dated June,1, 2015; issued by manufact u i ir, signed and sealed by Anthony Lynn Miller,P.E. . 3. Laboratory compliance letter for Test Reports No.FTL-5712 and FTL-5729,dat 08/13/08,and 09/09108 iespectively,both signed and'sealed ly Carlos S.Rionda, (Submitter)under NDA No. 08-6820.15) G. OTHERS 1. Notice of Acceptance No.13-1009.04,issued to POT Industries for their Series "PW-520 Vinyl"White PVC Fixed Wmdow-L.M.1 j"approved on 11/14/13 and expiring on 01/08/19. I� Ma uel Perp. Prpduct Control D r NOA No.15-061 3 Expiration Date: January 08, 9 Approval-Date: Ju1y 23 5 E-2 NOTES: LARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET F + ` 1.GLAZING OPTIONS: GENERAL NOTES...........................1 A.7/8'LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3/16"TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6/16"LAMINATED GLASS ELEVATIONS...................................2,3 WHICH IS COMPRISED OF(2)LITE OF 1/8'ANNEALED GLASS WITH AN.090 INTERLAYER OF BUITACITE PVB BY GLAZING DETAILS.....................,....4 KURARAY AMERICA INC. GLAZING DETAILS..........................S F S.V LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3/18'TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/18"LAMINATED GLASS SECTIONS,BOX FRAME................0 WHICH IS COMPRISED OF(2)LITES OF 1/8'ANNEALED GLASS WITH AN.090 INTERLAYER OF BUTACITE PVB BY CORNER ASSY,BOX FRAME..,....8 4 KURARAY AMERICA,INC. SECTIONS,I.F.FRAME..................7 0 2.DESIGN PRESSURE RATINGS:(SEE TABLE 1 AND NOTES BECORNER ASS'Y,I.F.FRAME.........7LOW) EXTRUSION PROFILES.................8 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E 1300 GLASS TABLES. S.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE,AND ASTM E 1300 GLASS TABLES. PARTS LIST.....................................S 0 ANCHORAGE,BOX FRAME...........9 T 3.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ANCHORAGE,INTEGRAL FIN.......10 3 INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION, 4.FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10, 6.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ABOVE 30'FROM GRADE IN THE HVHZ. THE EXTERIOR CAP OF INSULATED UNITS MUST BE TEMPERED N 8.REFERENCES:TEST REPORTS.FTL-5712&FTL-5729, w ELCO TEXTRON NOA s ANSVAF&PA NDS FOR WOOD CONSTRUCTION QUANEX BUILDING PRODUCTS,INC.(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) C 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENT 9OF THE FLORIDA BUILDING CODE, d INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). TABLE 1.DESIGN PRESSURES IMP) OLASB TYPES:A.7/8"LAMINA76D 8180 ATED CLASS(WWA-AIRSPACE-1/8'A.,.060,1/8'A.) S.V LAMINATED INSULATED Cd.ASB(3/1S'A..AIRSPACE 118"A...090.1/8•A.) WNOOW GLASS INDOWW107H 1EKiHT TYPE 58.000 80.00. 1. 52000 44.000 A,B +80.0 I 80.o +80.0 1 480.0 +50.0 I •80.0 +80.0 -80.0 'p ARE 0.03 SQ. . 18.338Q.FT 10.86 BQ,FT. ,FT, ImODUCTIMM560 60.000 A,B .80.0 -80.0 +80.0 -80.8 +80.0 -80.0 +78.6 -78.6 OAu4INDo 1 oeT,2.13 D1 AREA 10. BQ.FT. B. SO,F 1 .08 O.FT. 19.36 80.FT. ballon D+I n019 Jan. 0 A.1340.000 A. +60A •80.0 +80.0 1 480.0 +OD.O •80.0 +75.6 1 -78.8 F, AREA 8,86 .FT. .17 80.FT. 19.49 B .FT. 10.8 O. T. Ml n oc co 47. A,8 +eo.O 460.0 +75,9 -78.9 *79.0 7o.0 +77.4 -77.4 0 ARE 19. 8.0015 0.9 .FT. Zo.ws tju.FT. - 46.000 AX 1 +80,0 1 41D.0 +78,8 1 -70.8 +78.0 1 -78.0 +76.3 78.3 11111 AREA 19.6789. 0.0080.FT. 20.38SQ.FT. I 2u.e7'SQ.FT. `��� .1 LYNN A1/[ 4' NOTE: Z 1.THE MAXIMUM ALLOWABLE DESIGN PRESSURE FOR 1/2 CIRCLES 1S+1-80.0 PSF FOR ••'h�L ALL SIZES. z i No,60705 2.IF A TEMPERED CAP IS USED MAX.OP IS+/-60,0 PSF. _ b AUL 16Q&W w Peaeoa.OaaDelerrEaa67s0 160 "-°�^ ���p' ��s;' J7lan&y1 9 Pecra/o aowcwwoa /a N ol�y 1V071=S TABLE OF CONTEAITS&PRESSURES ,0�.•. ,nOR1ov 44a�` N so a c i+evreenlvoyseeorar Aae ,mw V/n Picture m-g-w,Largemisslleim et ''4FITIONA�- D•4 K fx &a9z°�'ao �'/ B`a" Pwlrro NTS } r 10 6180 1 O A.LVAUMILi'kL�i.P.E. FL P.E 68706 F ' C f' 611/4"FRAME O.D. - 4$"MAX. 48"MAX. MAX. Al" C MAX f2"CENTERB MAX. 6" X Al"TYP. p. MAX. 62" 62" N MAX. MAX. —581f8" Mme" DLO % DLO �rff 85 114" !/ FRAME O.D. � ( � � MtOPUCI'R8VlSBP MAX. eompSyi"e,rtu.aiom"etr iep n�+ J3 tb M da ueY 44 VW MAX.DLO 44118"MAX.DLO o BOX FRAME INTEGRAL FIN MAX.SIZE=48•'X 62" MAX.SIZE=48"X 62" `.�h�6��cEh3�c'jtFp NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 8 AND 10. uuw nraoa A PfiFMNhN0i�D8L&TJEHm\\rEpt tic E ATlt�N3 ' FtOHt4P. J.t tanant a naarnxoen+tsaaer 'pn�veyrccrar2oaNeo �rve "'�iS1!{jNALia`• sc` arras o OM.E 7M 3aawcteas �__ lPicture Yfl7 pw to MiaBffalm ct LYP�N'MIL4ER P.E. —Mal,,,," K veHtee,czansa t+nibb PeNer t t, � MTg g +1P 618P•1 C P.E.#68 05 Fl.COAN79�B 4'CLC. t MAX.TVP. F 34518. FRAME 27 618" MAX. / DLO F 31 112" MAX. 3 11n• 4'0.M MAX.TVP. AfAX TYP. MAX. 719 12"o.o.max r 58 1/8"MAX.DLO N 63"MAX. W 27 5/8" 68 1/4"FRAME O.D. MAX ul / DLO 31 1/2" HALF CIRCLE - INTEGRAL FIN MAX' MAX.SIZE a 63"X 31.5" 6' AIAX. t0 ,monucr anv,seq �' e, 12-CENTMS MAX 8, neo�oe No 15-OTo12.18 m ,ro,m.nu. 1q o 1NAX 68 118"MAX.DLO A!A)G tiiim, ro, ,ero1 to 63•MAX. o nuu HALF CIRCLE - BOX FRAME MAX.SIZE=83"X 31.6" : \\�••�p6N5� ':� NOTE: 'lr No.64'105 '' FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. Mamma A PMA M MWEOAMW f } t817lRroa 'ems i�'p fiSA E P� f RV r as t JAladafl E ,vocirwaentsalr ,t,vr[svaaoioartn ELEVATIONS :U<'•• �aon�co,• ` ®, to' to un c lvaaunoennsaxeer vm taan V/n lPlcture Window Large M18811e Im Ct •,,S/ONA�;`,r� Kvwtc° Fiaar4 irotbbBeenr ALl/N��I/e11LLER.P.E. ArL �� n ta4 t7Y9ea PWa¢o RTS 9 +90 r 8180.1 CFL P E.N 6870 1"OVERALL GLASS NOMINAL 1*OVERALL GLASS NOMINAL 5/16"LAMI GLASS NOMINAL SMW LAMI GLASS NOMINAL 11/8-ANNEALED ils"ANNEALED c la.M GLASS_ GLASS rrj AIRSPACE — OW'BUTACITE AIRSPACE .090"BUTACITE PVB INTERLAYER 13Y PVB INTERLAYER 13Y I 3liW OR KURARAY AMERICA,INC. 3116"TEMPERED OR KURARAY AMERICA,INC. cc 311-r-FM ANNEALED GLASS Leo 4 FANNTAL., I.A., 118"ANNEALED 1(8"ANNEALED GLASS 13 ORS Nir GLASS OR& 6 jN ilZ'NOM 6 1/2,Nom GLASS SITE GLASS BITE 5 5 F1 10 OUTSIDE OUTSIDE 3 3 21 PRODUCTAsymw OPTIONAL OPTIONAL FLANGE FLANGE I" LAMI I.G. GLAZING DETAIL I"LAMI I.G. GLAZING DETAIL WITH 5116" LAW GLASS WITH 5/16" LAMI GLASS BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME f (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) A4W4UWLEM—jRlm7"Wallm O14VAfQ DRTAILS co No J,A 'Iwml Wift 1, ct 587 ea owvtd ' 7/8"OVERALL GLASS NOMINAL 7/8"OVERALL GLASS NOMINAL - c 6/16"LAMI GLASS NOMINAL 5/16'LAMI GLASS NOMINAL 1/8"ANNEALED 118"ANNEALED GLASS GLASS F u AIRSPACE 080"BUTACITE AIRSPACE 090"BUTAGTE � PVB INTERLAYER BY PVB INTERLAYER BY 3/16"TEMPERED OR KURARAY AMERICA,INC. 3/16"TEMPERED OR KURARAY AMERICA,INC. ANNEALED GLASS ANNEALED GLASS 1/8"ANNEALED 1/8"ANNEALED u GLASS GLASS 8 OR 10 9 O 10 6 1/2"NOM 6 1/2"NOM GLASS SITE F GLASS BITE t N w >c 4 O 4 tar! OUTSIDE OUTSIDE . 3 2 3 m vnonumncviaso !" OPTIONAL .w"wr�a���•tea++• ii,aainacom OPTIONAL Auep,w mNe�S'p61� I� FLANGE FLANGE o t,"uo nra ZOloj ! r ' O 7/8" LAMI I.G. GLAZING DETAIL 7/8"LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS WITH 5/16" LAMI GLASS °Ny�Yra ".'MacF BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME ?,� (BOX FRAME SHOWN) (INTEGRAL FIN FRAME QrC!i aemine a xoowureeTxiaaxear SHOWN) . A•'�;C``�„ t fam0. 70 ”'vA2INGDETA #Want ILS .... .. www aQo4xta� Vln P/efure Window Le ®Mlsslte D.O. eµva NN�'wesFrflan b "•••••• "" Im d •, �A.isL;SM�Of4Pd1.IA�R,`P' .E.6 0708 3 9 10 3 13 14 2 325cr OPTIONAL FLANGE 2 Oulstne 2 MAX.DAYLIGHT OPENING TYP. MAX.WINDOW WIDTH HORIZONTAL SECTION 6 (BOX FRAME) MAX. WINDOW HEIGHT 9 13 rn 0 10 14 INSIDE 4 5 MAX. DAYLIGHT OPENING P1400upTRav"D W. HOT 3 Th, co WELD 0 li 2 m HOT WELD CORNER ASSEMBLY 2 . ..... (BOX FRAME) VERTICAL'SECTION t4o, (BOX FRAME) A a CORNER ASSY,BOX F4RAME Am w 1010 lo A.L Nmi 1 WN&a.. Pyy�p c FLPE.#58705- VA L 3 9 10 1 3.250" 13 1A 11 OPTIONAL 3250" FLANGE 1 u TZ c tt7 OUTSIDE 1 4 5 3 3 1.938• MAX.DAYLIGHT OPENING 4 TYP, MAX.WINDOW WIDTH 5 HORIZONTAL SECTION MAX r (INTEGRAL FIN) WINDOW HEIGHT 8 13 a 10 14 � •w r INSIDE of 4 5 d 1 MAX. DAYLIGHT OPENING co HOT 3 WELD PRODUCrR8V1880 Ip mtvmPfYlna wlt41lmitotlCit AW—W=I "td lPw�t�K.15-op12.13 1 IGIIO wuZ���� C JR r ar o Mlai aCo utl mnErW G HOT WELD CORNER ASSEMBLY 1 (INTEGRAL FIN) `� Qh1I LYNN A!/ VERTICAL SECTION `` 140.687 Kms' (INTEGRAL FIN) 0.6 f14s" ' .1°OaYw , •• S FOP °e� ETONS INTEGRAL FIN J414"Awt o NOCMMGEMBBHEEr uvvdxwirWamur' •'yip %c ".!crrn�Oa.• G�� M so aw a o rroewwerr,usallesr PaQ4tpotr,,,� Vin /Picture Window Le a Missile Im el 's,'�,/nNAI. `•• N.VMCe,FL�tMf V"166 R-- "'� A.LYI�IN'I'M'ILLER,P.E. 0.0. NDIl48 FL cw�e PNtE10 NAL 7 w 10 o B190-1 C P.E N 8 ITEM DWG NO. PART# DESCRIPTION 1 6186 85185 INTEGRAL FIN FRAME HEAD,SILL&40M3 288 l 2 $135 85135 BOX FRANEHEAD,SILL&JAWS 3 5108 85109 FLLEi-INSTALL HOLE OOVh3t 035" ITEM $.� 4 8483 86148 SDI-7/8"La BEAD ITEM 3, 5 e492 85112 STD 1"I.G.BEAD INET. HOLE COVER 1" I.G- BEAD 6 DOW1198 SILICONE MAT'L:White Ridged PVC MArl-:White Ridged PVC a 7 3.826" by Quanex Building Products,Inc. by Quanex Building Products,Inc, 8 DWG NO.5109 DWG NO.6492 .828" F. 272° 71W LAME LG,GLASS:3118"TBVEREOOUTBOARD- 0 AAO" 9 ARSPACE-i/8"AMIE B�-.880"BUTACISi3>£PVB �L_, i .070" 3 NTF3i1AYEi-118"ANPEALED(WI(Y'LAM4 78' G. LASS: 8"A FAL OUTBOARD- .040" t:M�4 � 10 AIRSPACE-I&'ANN64LED-,090"BLfTACITBM PJB INTERLAYER-i/8"ANNEALM(5118"LA 2.000" 718"SOL BEAD 11 MAT'L:White Ridged PVC r 72 Q by QuanexOO1HfotiNO 84ra83uate,Inc. � 1'LAI.G.GLASS. OLITBOAF�- 080" w 13 AIRSPACE-UWANNEALED-.090"BLFTACnB1)PVS E i+ iNpa"YE2-1/8"AMEALED 5118"LA 3.250" 1' G O SS:3118"A 6AL®OUTBOARD- 14 D-14 AIRSPACE-1/8"ANNEALED-Mg0"BUTACITIM FVB ITEM 1 INTEGRAL FIN R FRAME a KrEIRLAYE -1/e"ANNEALED LAM) MAT'L:White Ridged PVC by Quenex Sullding Products,Inc. NOTE: DWG NO.5185 ALL EXTRUDED VINYL MANUFACTURED BY QUANEX BUILDING PRODUCTS,IND. © to OL U H .040" �cOomn�I,u�wl Uwih ails � Hnildh>s Code AEtIU 4ptA"C@�I "2.000. •1� n olmu"n oMO i9 0 n ey O .08D" IIL..�I1 M n aeetmducl Cn lel{111.1 f1// 3.250. ype>tiy, Il.i ,� ITEM 2, BOX FRAME h; bo,caroa �` b MAT'L:White Ridged PVC by Quanex Building Products,Inc. DWG NO.6136 W .....� O•. y Baur: ^ H a& finum A naEti Af1Qaann¢ttarMR reo+ao EXTRUSION PROFILES de PARTS LIST •`yC� ly trite7Ea1NVOV.eOYrv- lr. ~anent a nwc/fwaertusswar 1KVrNfC6/CatrM " �/,S/ONA1.�;.•'• Vin Platare Window, a Missile 1 aat �//r 1 r ea aerorire a woelwlosrn+sslxeer Peva s,,,, A.LYNIJIYIII.L.ER,P.E. a aroma a ntconrpame R.e# o I3/!--MIN.EMBER iuwOoDfiucx IN"EDGE MIN.EMBED #106 112 I/d"MAX.SHIM --4 MIN.EDGE 61=104) 1 31S"MIN. Iw #10 GOREmw MAX. p SHIM -29MODBUCK OPTIONAL --4 0 4 96EN FLANGE 8( Tp7V4% 1/4" 8"MIN.EMBED afnBCREw2CWAM MAX. ED cKa SHIM ME 0) OPTIONAL FLAAMM-/ w A 1/2'MIN,EDGE JAMS-BOX FRAME HEAD-BOX FRAME SILL-BOX FRAME THROUGH-F-RAME INTO 2x WOOL) THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 13/8"MIN.EMS 3.6K811WIN.CONCRETE MKOWBUCK, EDGE DIST. 2HO'ULTRACON ORI.OKSIMIMCMU (WENOTEA 1/A-MAX,SHIM -T 13/8'MIN.EMBED r EDGE DIST. 4 IN, H u ix MAX. n WIV*I.A 04) SHIM A-ft OPTIONAL :4-j". FLANGE a VIGIUL7FIACON OPTIONAL v 816*UL7R4 SHIM ix KIOOV SLICK &5 Km UK .4 'o'"U OPTIONAL 4. ORI.SKW"ALOW E DIST. FLANW -Mr-M) JAMB-BOX FRAME HEAD-BOX FRAME 1818"MIN.EMB THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE ix BUCK OPTIONAL lx BUCK OPTIONAL SILL-BOX FRAME THROUGH FRAME INTO CONCRETE PROD=R S 130 V 6 0 10"O.C.MAX S' IxBUCKOPTIONAL ..—plyiwA'ktlrjd" nuodiAsco E*' NEE trcticriLlyte i-- Aury+tonea No "EWT a* 10 REaIMIANITE1 REQUIRE114mrs T- -rolm. MAX. FOR CONCRETE ORCCNU (45"MAX) SPACING 12'0.C4 toll ir VINN Ag NO,50705 i FOUR ALL In CIRCLES START ANCHORS 6" FOR WINDOWS LESS THAN 40',USE 12-ON CENTER DIMENSION. FROM THE CORNERS ANI)A MAX.OF 12"0.0.- "! -�71-f7 01S. Am irmamrr A ANCHORAGE 06 AILS,BOX FRAME c LerMRVAT=llQ*flW ,§ , two lo V% AVCHAWaRThwahvEr ==nYmm"m -*N*i;�::"--"' wnv!Pla"a~OW Largo g1was Impact to WOM A C&A Pwao CC ---FLP.E.068705 1/2"MIN.EDGVJI.430"MIN. fz L,xIR'MAO FRNo �-1 fa-nzuL 1,480•MIN.EMBEDMENT 1/4"MAX.SHIM •-- OANER O 1/4'0.6. 2)f WOOD sUCC , FOR R&4 1 mlo c RES,4 1/2C/RCLE& m-NOTE4) - ar wooD euax ' WOOD SUCK 1/2"MIN.EDGE [sseNOTeq e 1/4"MAX. _ F jr� SHIM OPTIO OPTIONAL. f EM13ED FLA Noe 1/ FxnNOE MAX. 42W DIA,x+WVROOFING NAR. SHIM f 1/2•AUUL FROM CORNER C 12010IA.x t 12•ROOFWGNAtt, 44 12•o.Q.TYPlr"• 1/2"MINMIN.EDGE OPI/ONAL FL4AI06 1 V2*MAX FROM FOR REOTAAIGLES,8 1.430"min embed T 8 rYY I/CAL FOR RECTANGLE$ sQyAREB 4 112 CII�LEB. SQUARE$4 W CIRCLES. JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING r U a E 0 b m ua NOTES: PRODUCT R8V18aD UwWI, C"�d°Ilh Iha Flmfd� 1.FOR CONCRETE(MIN.2.9 KSI)APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/18"ULTRACON, weep 5c.0 - �3 p EMBEDED 1 3/8"MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM.MASONRY SHALL CONFORM TO ASTM 090. ® fp110 D"0 .21,1 2.FOR WOOD(G=0.55)APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1 3l8"MIN.. ur 1 MGv" o,KI a°Ora 3.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE.120"DIA.x 1 1/7'ROOFING NAIL, aM f0c 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. S,FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 5058-T5 AND A MINIMUM OF 1/5"THICK.THE �tA.• ewst ..�R� ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN as; ` IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ?it? lyi,,65706 C1 ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED as f1/TSpa A PLR .4sac o. a4aoa++naae c M�rNuwrow.o+�ea•LRnOOeFR7NoOANtAu. n nRslR�ra S4/s•rp1 L n ANCHORDETA/ S INTEGRAL FIN +a+rn co V/ Picture Wndow,Lame M/SslieR �Lp Fm. t"i6h'g"a' PW F20 NTS 10 +10 steal C P #55705 .0/7,12015 32:46 PM Lisa Wilson _ M1.DADE 'I MI-DADECOUNTY i PRODU,GT CONTROL SECTION ABTlHEA1T OF REGM ATORY AND ECONOMIC MOURCES(RER) � 11805 SW 26 Street,Roam 208 B AND CODE ADMMISTEIATION DIVISION ,W 315-2590 F(786)31-5-2599 TICE OF ACCEPTANCE PLOA wWier miataidade_povleconemv T I'ndustrie$,Inc. ' 0 TechnoIogg Drive rth Venice,FL 34275 OP&: is NOA is being issued under the applicable,rules and regulations governing the use of construction titrials. The documentation submitted has been reviewed and accepted'by Miami Dade County RRR uct Control Section to be used in Miami Dade County and other areas where allowed by the Authority ving Jurisdiction(AI-11). NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product ntrol Section(In Miami-Dade County)aa&or the AHI(in areas other than Miami Dade County)reserve e right to have this product or material tested for duality assurance purposes. If this product or material ils to perform in the accepted maim",the manufacturer will incur the expense of such testing and the AHI y immediately revoke, modify,or suspend the use of such pmduct or material„within their jurisdiction. reserves the.right to revoke this acceptance,if it is determined by Miami-Dade County Product'Control tion that this product or material fails to meet the requirements ofthe applicable'bi Tiding code. is product is approved as described herein, and has been designed to;complywith the Florida Building e,including the!nigh Velocity Hurricane Zone: ESCWTION:Series ISH-500 Armyrl White PVC Single Haug Wila ow—I..i1+LL OVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Flung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08107109, with revision D dated 06101115, Prepay by manufacturer, signed and sealed by Anthony Lynn Miller, F.F.,bearing the Miami-Dade County Product Control Section Revision stamp with.the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MBS=IMPACT RATING:Large and Small Mbar Impact int I.ABALING: Each unit shall bear a permanent label with-the manufacnrrees, name or logo, city, state, model/series.and following statement: "Miami Dade County Product Control Approved",unless otherwise noted herein. i 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''ofthis product. TERMINATION of this NOA will occur after the expiration date or.'if there has been a revision or change in the materials,use,andtor manufactuie of the product or process. Misuse ofjthis MOA as an endorsement of any product;for sates,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be case for temAnation'and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miani Dade County, Florida, and followed by the expiration date may tie displayed in advertising literature. :if any portion of the NOA is displayed,then it shall be done in its entirety. j IN3P'EC1I0N: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job site at the request cif the Building Official. This NOA revises NOA#13-1009.05 and consists of this page 1 andlevidence'pages E-1 and E-2,as well as approval document mentioned above: Thu submitted documentation was reviewed by Manuel Perez„M NOA No.15-061112 !»acourrrr Expiration Date: January 08,2019 Approval Date: July 23 2015 L Page 1 i 14/71201 4 :33:14 PM Lisa Wilson 941.480. j!dvii T Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS } 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 0840&,20.14) 2. Drawing No. 5191-1; titled "Vinyl Single Hung Window, Large Missile Impact sheets 1 through 11 of 11,dated 08/07/08,with revision D dated 46141115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E! TESTS f; 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 FISC, TAS 202!:94 4)Large Missile Impact Test per FBC,TAS 241-94 5)Cyclic Wind Pressure Loading per'FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,acid TAS 242-94 along with marked-up drawings-and installation diagram of a series SSI-500 vinyl single hung tilt window, prepared by Fenestration Testing Laboratory, Inc., Test Report No..FTL-5710,dated 08/13/08,signed and sealed by!Carlos S. Rionda,P.E. ;(Submitted umderNOA 1V& 08-082014) ; 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9 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 Loadingper FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411!3.2.1,a6d TAS 202-94 along with marked up drawings and installation diagram of iian outswing French door, prepared by Architectural Testing,Inc., Test ReporfNo. ATI-84576.01-401-47,dated 10/31108, signed and sealed by Joseph A.Reed,P.E.! ,:�f (Submitted under NOA No. 08-082&14-For Reference onp) ; CALCULATIONS 1. Anchor verification calculations and structural analysis,coriiplying with FBC 51h Edition{2014),dated 06/05115,prepared by manufacturer signed and sealed by Anthony Lynn Miller,P.E. �,;" 2. Glazing complies with ASTM E1300-04 I D. QUALITY ASSURANCE ! '' 1, Miami Dade Department of Regulatory gulatory and Economic 12escsurces, Aff P A . iT. Product Contr 1 miner i. NOA No. 0612.12 Expiration Date: January 08,201+9 �1 Approval Date: July 232015 i 14/7/201 4:34 :00 'PM Lisa Wilson T IndusfrieaInc. N CE OF ACCEPTANCE: EVIDENCE SUBMITTED MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for their �FKuraray Butacitei7 PVB Glass Interlayer"dated 04/2511�j lexpiring on 12/11/16. 2. Notice of Acceptance No. 12-1017.02 issued to+Quanex Building Products,Inc.,for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/07113,expiring on 12/26/16. STATENMNTS 1. Statement letter of conformance,complying with FBC-P.La on(2014),dated June 1,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 1, 2015; issued by manufacturer, signed and sealed by.Anthony Lynn Miller,P.E. OTHERS 1. Notice of Acceptance No. 13-1009-05,issued to PGT{Industries for their Series `SkI-500 Vinyl"White PVC Single Hung Window-L.M.i."Approve d on 11/14/13 and expiring on 01/08/19. f I i i Manuel Perez, Product Control Exa r NOA No.25-0512.12 j Expiration Date: January 08,2019 Approval bate: July 23 2015 E-7. f i;i„ GENERAL NOTES:LARGE MISSILE IMPACT SINGLE HONG BOX FRAME AND INTEGRAL FIN WINDOWS N A,DRAWING TABLE OF CONTgN Wx 1.GLAZING OPTIONSt SHEET OF(2)LITES OF IN-ANNEALED GLASS WITH AN.000 iNTERLAYER OF .4 9.7ArLAMII.G-GL"SCOMPRtSEDOF(I)LrfEOFIWTEMPERL-DORANNEALED TEMPERED AIRSPACE AND sflw LAMINATED GLASS vvHcm is COMPRISED A.W4LAMI I.G.GLASS COMPRISED OF(1)LITE OF 118 GENERALNOTES.........................« :===SYlKURARAYAMEPJCA�INC. GLA7ELEV2 JNGDETAILS........................... S,AIRSPACE AND WIG"LAMINATM GLASS WHICH IS COMPRISED GLAZING DETAILS.................................4 ac0 OF(2)LITES OF lifl-ANNEALED CLASS WITH AN 490 INTERLAYER OF BUTACIT. 6 BY KURARAY AMERICA.INC. SECTIONS;I.F.FRAME...............................S SECTIONS.BOX MAMe....................a im FIGURATIONS:III AND PROVIEW-1 PARTS LIST.......................................7 ---------- EXTRUSIONS...................................... • N ANCHORAG.E-SPACING,BOX FRAME.-a Ma A.NWATIVE DESIGN LOADS BASED ON Tts SSTSD PRESSURE AND GLASTABLES ASTM V-1309. FRAME—All S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130. C,IF A TEMPERED CAP IS USED MAX OF IS-541+58PSF. 4.ANC440RAOr.1THE 33it3%STRESS tNCP.EASS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS.INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS$HALL MEET THE ROQUIREMENTS OF THE FLORIDABUtLDING CODE,CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 6.SHUTTERS ARE NOT RVOUMED.FOR INSTALLATION OF UNITS ABOVE 9D FEET FROM GRADE IN THE HVHZ THE EXTERIOR CAP OF INSULATED GLASS UNITS MUST 13E TEMPERED. r. A e.REFERONCES*TEOTRM30RTOFTL-67�10. ANSIJAF&PA NOS FOR WOOD CONSTRUCTION 03 ADM ALUMINUM DESIGN MANUAL QUANEX BUILDING PRODUCTS,INC.(WHITS RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7,THIS PRODUCT KM BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). to PpADUcrpAr4=D pIy=fb#.vb.qd. Amp Mia CD 10 j"I" 'I g. O 1111!I1 .......... It 10 ilavlawivoHBI coly 1970 NOTES 4 a a Naca4NW"Mwtwr N. 141ce.FL a -:l: I-~ lin Windbw,L�n Aftsfie Impact a Mf0FW4JPVA?C PA fa A. FLP.E.M58795 _7- r 0 N 62 iW MAX. 88,318'FRAME O.O. N O .. 48"FIXED WIDTH OLD IW MAX. . .. 48"FUCEO tMDTH DL0 +t+ 6• $EE$MEETS - � � MAX. FOR ANOHORAGE 'rYP. RE9UIREMENT13 MAX. � / • . / l 93 FIXEEDD + 33 314" 1 T6• HEIGHT OLO FIXED f HEIGHT DLO µ MAX, 76' N. y 0 MAX. 1A' 75'114" N. MAX, FRAME, m BASH HEIGHT SASH OLO /f HEIGHT / HEttiT DLO x +a+ X P(iQaU4TRAVtSai] F" o$vmndY_[nryptwllh tlw flvrlW - rl Aairii�aCoaa I • O.Mi"oav Wa A• . + . ^_�•�^ O Imlla aaN JCI O 2 MAX- } MAX, 483l9'$A9HVVIO7HOLD •g63J4'$ASHWIOTHOLO+ 7NMina YR BOX FRAME INTEGRAL FIN O MAX,SIZE=62,126"X 76" MAX.SIZE a 62.125"X 75" _ ,`.��Oty`t LYNN�iyl�r'rir NOTE: I.FOR SOX FRAME SECTIONS SEE SHEET 6 ANO ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. ? No.68705 2.FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETI1. N so amino a RaGRANOMMOexasr �'� vda+. 7 IS r q aura raca+.+oaawrorova Et6vArlalvs� ,�.••. ar Eo .• . AA tAyBOA 6 ADDED trY auarExalow eax'aRAAtHEiGVATfON Nvenlae.PLJa2ta !lY r.. �40�;•..�tOgluP.•. .0 taarnr a r+oc+owoaaxtaare .T lMndcw emftumB! ct ���slO►VpLE ��� arc a,vawn�,PS.saua Vt+tbb satmr Na iSaa IVIS 2 +f1 SfBf-} A•LFL P E.4ILEi3,g.E, U &DFAW 4'OVERALL GLASS NOMINAL 4'OVERALL CLASS NOMINAL. Imo' a'LAM!GLASS NOMINAL WIV*LAMP GLASS NOMINAL GLASS 1/a"ANNEALED GLASS N O AIRePAC@OPW'BUTACITEo AIRSPACE GOVSt?rACfM CCA :. PNB INTERLAYER ,p . PVSINTERLAYER YAMERICAS INC: 178".1EMPERED OR 9Y KVRARAY AMERICA,INO. .. Or GLASS 35 OR 36 35 OR 36 OM 39 GLAASS OfM39 LASNOM aLass WE ..4 ... 41 1 in ourslDE U U p cc anoovcrrtsvrsen �Mxl.mwfWeM PtaeiJs pp A�3W I°;Co4u 00 l4 OA7707VAt4 opl7om Mian oxpa FL KGE FLANGE, O 314"LAME I.G.GLAZING DETAIL 3/4"LAMI I.G.GLAZING DETAIL yam.* fit LYNN gfi��''���4 WITH 6118' LAMI GLASS AND 1/8'CAP WITH 5/1W LAMI GLASS AND 1/8"CAP 80X OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME =fir. N°.60705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) w ao arrn a a rxraN4nroesTraeareer "'+'� q r. a kip m a.ca renaaa o tR wwTrr wgvr 10µvee""ace°.FL$am � GLA2iiVt3DE7A/t3 Missile u a ci r0w8RTrTfn/[rt8 a xc arrwae Trasar x.VPe°oxrLraTwalra 14ho tlo Single HFuu77 9 w f T 8T9T-t r/FdtNc�Aato-�.~nlw vba&AIWU— yL4R1dU.R�,,r+`2` P.F- FL P.E.#68705 718.OVERALL GLASS NOMINAL 7IV OVERALL GLASS NOMINAL a BHB"LAMI GLASS NOMINAL 5116"LAMI GLASS NOMINAL 118"ANNEALED 0 . 7IB•ANNFALEO GLASS GLASS AIRSPACE .OBB'BLITACIIE0 AIRSPACE OSB•BUTACITe 1P . PVB INTERLAYER PVB INTERLAYER ERI INC. 11B'TEMPERED OR BY KURARAY AMERICA.INC, cn GLASS 31 DR 32 31 OR 32 3 1/2•NOM G}Lass M 39 GLASS BITE 39 r G a 40 40 w L� N OUTSIDE p o D �� cDCDDO DDO � 000 �0ou =EJr P0.013 ULyylT1nnggRSViSSD �P 6oUdio9CodawlO tln Plmld� p7 Be wialcico Ngo�£'I��6I4.12 q O I•• 4 3 f0 Mwn de uq O OP77ONAL OPTIONAL FLANGE FLANGE 7/811 LAMI I.G.GLAZING DETAIL 7/8"LAMI I.G.GLAZING DETAIL ��•�oNv LYNN yt"1,1 WITH 5/16"LAMI GLASS AND 1/8"CAP �jceriag'•;EP WITH 5/16"LAMI GLASS AND 1/8"CAP BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME r�c; No,se7os b (INTEGRAL FIN FRAME SHOWN) (BOX FRAME SHOWN) O NOD7 AfL3 sa 1p9 mNtne a Naa+wGE97mmsrrmr , •.normo \ tV70•fpG""OtOOY OWY! t1r 11.1R"ICfi,FL&1276 Iqn Stn IB Nun Wlndow 1.61 a Mlssfle lm a :S'S/ANAL `� ` D.Q 1Lfaro0 o NpCtrWIPJGHfllJ98i&Er P.a u4%1�¢ A.L'VWN MWl`.Eli.P.E. n.vemeE.rl.a�cr� VhPob� -;m— .7}} 5181-1 D FL P.E1188706 u s�mr a �cNNNaETHIU rrmr sNwo NTS ao.01"'aat77ro8 __ Ir MAX.DAYLIGHT OPENING SASH O OPTIONAL 'v 1 12 FLANGE 1 c 11 31 32 r 36 36 1 ,P ......._. ❑ 40 41 - w W 3. 80 TJ 3 40 41 DAYLIGHT 31 OP7101VAL OPENING 40 41 DUTBIDP FLANGE FIT 32 36 r, __....--..___ ........_ . ....... .... .. .. ........ ... 1.045 w AX.DAYLIGHT OPENING PIXED TYP. WINDOW WIDTH 36 w HORIZONTAL SECTION w (INTEGRAL FIN) MAX.. 5 9 In WINDOW HEI HT 11 40 41 6 1 DAYLIGHT OPENING S ` r PRDDUCI'PUV188D µa n.mmDlYfMvrlfh fha RIUYAB W Uu11dlnB ceAu O 13 ,gevptoneoT+o! 1,��p{�}2��.��Q HOT 40 41 Irmlon Dml9 1. WELD 0 11 nil ado O O 3 funlir VERTICAL SECTION �= HOT WELD CORNER ASSEMBLY 3 ;'ti;' Wo,co705 (INTEGRAL FIN) (INTEGRAL FIN) T/DN3 INTEGRAL FIN FRAME r ...... ?p•''Co�:�� ac BflADUTO n o NO CNANCE97Hla 6HE07 fora Tccrma.naY Barve J�<iirSIUNA� ����`• Oo }zfM„ a ,vocwwas7xrssresr N.VENIQE.R6�YTb fin Sin le Hun Window LameMlsallelm act A. ff P.O.BoxfeYD _ A.LFL FII,I.J#587n P.E. JJ T697N1 c NC CFMIYDH 7N199Ia�T N,VBNCFi,FL X379 yLiblY Barrar 8H500 NTS 6 a 17 nr 5181-1 () FL P.E.#887c6 O.G. 0801/Oa a.rs DAYLIGHT OPENING BASH OPTIONAL 2 2 FLANGE 11 31 32 12 - 38 38 2 40 41 3. 40 41 DAYLIGHT 31 Op j/ONAI DPeroNo .___._ _...,_.. . . ._ ............. ._ ...FLANGE_. . ._ ...-__.pD_....... .:... _---... ......_. 32 35 -. 40 41 ,.. ._.,__,................,. .__ .,. ........,.... 1.845 DA`NGHTOMNI"FIXED 38 TY?' AX.WINDOW WIDTH MORIZONTAL'SECTION 9 (BOX FRAME) M 8 H�°°W 11 e rK. DAYLIGHT ao 41 OPL'HING e� P.,Iwcua�»�+eroe kw, 13 � Q 41 4TLD 11 VERIOTICAL SECT4 'kr N. MOT WELD CORNER ASSEMBLY (gOX FRAME) =v; (BOX FRAME) �;pa.�'',-, � �'' SECTlO 3 OX FRA '�•�S�S%p, • ifal a ef6ur or��wcMwcaau6° �/Jn St to Hun W1ndGW L Mlaelle! t p,LY�tN ao nmotn• Sfaaf•f D FLPI oAL w • NooNMt s•xeeT P Asx• ��g,�„ �� j{g(/ 8 +ff ,u iaasnf a ND OIMNOHTN186IEt>' µv PL9f/M a WIN r; HART 1F 9MC861iiPT10N t7EM PA CRIATION s.o 1 662i 9A LPW •JAM ' Z ea74 anal! MEAO .IAAB 31 La.mrAN10NLW-Ana'WHAMISMS N ..e_.. 04 FF:A MEfa.AY -1N" L® CLA - q 4 am Dom e0xFFWASS47-" . . m Aa'18MC6-iN'At�M1l1.H)-A0 BUTACMPM ITEM 40, v' a m a� M6aAY6i-1Ja AM10J+LW btr I.G. BEAD ,a a can aai17 MATLL is Ridged PVC � e teas 06145 IQ NQ 04402 `ina N 10 ola44w we7a,.1a7xa7oFelar�L AF M- 8 7alai'.i ON14 9A8 NrEliAY .i!TA L61 b1a•LA 12aatip 847e 1 TTI- 10 ex 30 LW-AwtaffA1]m PJe ... .. _.._. 14 low 7106wp7Ai FLATH YBR-4!!'Atti§1L®b!6'LA te-»n-1 rim.-..._ T.1e lITEM 4 _-.._.._._._. - eas FP -.............._...�_ ._.._.-...,._._........._._ 1e 7410=LKW IMANSIMPOKESIn 40 04Yt i Au MAIL:W_.S.W BEAD.Ridge PVC ......._.._-..__._..,......._._ to VYRPHOW -==4 : ea 86140eLALNC9 o le Ge aram, IM411TIATCH by Quenex BuildImn Prod uatn,ina. µ owe NC.x483 99VIOMP 1ALUKUMONERAWORTFLAW 23 71FL AL O 44 7Ie84HerFOU au.auriultlsc DINGPRODUCTS.INC.4a 8 •7381 s 6Y gUAN6X 6lI1LDIN4 PROgLiCS6,i6. N 70inFPMat axi^F11 lase C' 7 7a19FF FWA FH 4 C! 2a ?VKX Molex ax2 V L6'Ci@N , Taxi 8XI IW ao QK1FMx aX! A40 SAI PnaOUCI1R1iN000 �.�.��L e. N .7tUltM Pfoetb W 1 � Aeltat 0 � t Ism Dan q' w 1. 6 m - q q ITEM 41. .tta--••I h— SASH REINFORCEMENT ITEM 5. ITEM 6. ITEM 9. tNAT`Li DWQAIUM.N0.NO. sos2-Tel y Lr►uw q, 7082.1 �.• ,t,Gta,.,"•.,••.,41�c. ",. FIXED MEETING RAIL FIXED MTl3. RAIL REINF. SASH INTERLOCK �r• ,�� . MAT' •Willie Ridged IWC MAT U Alum. 8083- ) MATL:White Rtdgad PVC Nu.en70- i by Quanex Bulldlnp Products,Inc. DWG NO.7420.1 by Quenex Building Praduaia.Ina. 1 = DWG NO.7840 OW43 NO.7082 ' b/ R'I Is ! n im 7►ra AfiTB LIATAINVO US aNS • ataalot..•'c�C�` r 1o7aieexxoscoronrva a 6 tenteD eeomoaysvm 7oAUW n,vmilae.FLaima •,r S�$• M'.�• - I7 r e im exm7 PA 1e7o t/UI 8/ B fill W!»dow.LMID Mlselle 1117 t u valva Ft aura 3teear A 102 alrnoa NTS r «7f 6f8!-f D Pt.a.e0, aeras V pf�MNAL 9.2 N FLANGE vt 9.28 3R6 - IP ...... co n Sm0) .040040 .04e 0 CA ITS—= ITEM 4: HEAD/JAMB —-- to ss ,nNGl3 . BOX FRAME SILL o ITEM 3 INTECaRP►L FIN SILL BOX FRA E oP LANG MArL.Whlto Rlapoa"PVC. a INATL:White Rldoed PVO by Quenex Building Produate.Mo by Quenex BWldinp Products,Ina by Quenex Building Products,Ina OWB N0.8288 OW4 NO.D268 OPrI MAL DWG N0.9289 FLANCtE At OPTIONAL047 FLANGE r 2eo-- t. 7 .ose 0 t, a � TI,,ABi` Cmrws,l O 040 [ Q ITE_�� anom ro ua O 1�'E�� sASH LIFT RA L oeo SASH SIDE IL nnArLjeB ,ildged PVC �gArL:White RIdPdu VC Ing. by Quenox BNIdIng Ptoduols.lno. by QUenex BuUdln9 pW0 No.7745 vvvvv���NeNSF ���'�,i n DWG NO.7093 'ul ��''A No.BH706 •''� EM 1 INTEGRAL FIN HEAD/JAMB IT HIATL W.peRldped pyOYN0.8287 uildlnpProduele.Ino. CXr U81O S •''%�;sslQNAI-E ve. �vnm�wo�oor IB HUn W/AdoW L6 9 M198Re Im Q A CYNN Mx LEIY.P.E. o a a+rOr w.vexee,cL., W I81 6191.1 D FL .E.A90700 oa ami a AMowwoe aNEtr NvploiaWi.a872iat/afb6B°ro�r 81f6a0 !{nfl 8 r 71 tcw7nl o No cvMNGB dMT I . I ANONORCOJANTITiEB TAt6LE 1 ANCHORAGE NOTES FOR BOX Frt~= 1.ANCHORTYPES:1"010SOREW6 y9y Fl%6d Bash iM 18 20 24 28 32 30 40 44- 48 521!8 2 (CONCROMOR ROUT•FILLEDCMU) 2.ANCHOR LOCATtONSARE BASED ONTHE 36 24 POLW"ING 01meNstON8. �p HEAD• 6"MNL FROM TOP CORNERS JAMBS-B"MAX.PROM TOP COPMRS* tW I i'NOT TFROM BOTTOM COAL WO20W HEIGHT) r0 N 30 64 35 q D 3s 62112 42 U I I " O B.INSTALL PER THE ADJACENTTAOLE ANCHOR W AO 48 OUANTITIESUSINOTHEDIMENSiONALCRiTMIAOF NOTE 2. H 4664 m 8.ANCHORAGE SHOWN POR BOX PRAMn WITH OR VYITHOtrt ..... ..... ..._.....OPTtONAL.F.L�Q4•__. E 50 80 S.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE.BEE SHEET 1i. G 55 08 113 WINDOW N H J 4 021!6' W T Bo r 72 ( ! 2 131 2 as S 82112 76 b gkonria:82.126 x 76 For IM Windows d 76' M3 .f.Anchors requlred in the bond 3 4 Anehore requlrod bolow the MM Anchors required above tho MM r t3ratnplo:52126x 62500 For View Vlindowo VIEW �+-( eunaarni°I "U"aw""a 1 p —Hand" 1 11 — lis v. OttIia I_4_I 2121 Beah• O Fbced"' eN FDCEO NCxMFORVONVOCO SU6EVIEWFDWV4lNDOWHMHiFORANCHORQUANTrYNWADAND 62 Ur ABOVETHE M�R,AND USETHEVLWSASHWEWMHt5�WFORANGHORGUiR ANTI7YBELOMMMr��•�,t$st��L��ri4Fp + MAXKWMH=Hr FOR VBNVAMOW B 02 ur. — t ...A f 4H SASH 1e F 6n= W NaM FOR VIEW WINDOW THB LARGEST CAN NOT EXCEED THB TESTED St2L=.ogo act array a �noaewnaoaw� xvHoo ainw t rc Aronnw � ANCHd Q SAAC "f� R �p o!.•c��;��:'y t r a rraarwaoTrrmexrnr P. +ono I�_' r�: !�_ wh Stn Ha !y dow l>r a Mlsalla l act '�i;S/OtJA1.E;�•• R.veror in arrt t/trfi6 B"aa. shnmo NTO rA tf 8taht r D I E IN w7a0P.E -- - ----- - - -- - Q'Mitt EDGE aloea+ew- 114"MAX.8H - N8"MIN,EMBEDMENT O f 3!B"M11 EMBEDMENT 1relf(I�,EDGE t�NcQEe33 • O~i OPTIONAL tb FLANOB M 114" t+ #/0 SCREW 219 WOOD DUCK "- •-• (SEB NOTE 3} oPnoNALFuwDE O ME.. HEAb W BO FRA _...__.. THRO Ci FRAME INTO Zit WOOg THROUGH FRAME INTO'2ir„MY00D-•- 1x WOOO SUC .... ..................... tSEE NO'M GE DIST. - r, ,• >!te"MIN.EMBEDMENT pw� 1.918"MIM.EMBEDMENT 0 NEI MIN.CONCRETE•-•;;!;.'t 'F*'+.�:�k;:' •�;"+t W OR 1.5Kelm"GROUT. `'• 114'MAX.SHIM PILLED CtW! '4' •:' +•:''•�' ;/•, S In ..,.•s`±!.E DIST. OPTIONAL O p 9 SES NCTE N I FOR SDOE 11d" -o'* DISTANCE REQUIRSMENTS SHIM _+ FORCONCRETEORCMU `,;of'3t 18 ULTRAODN OPTIONAL MANGO •~!4•' + (SEyBNo!TB Sf1(P t2TRACON PpODuCT A-sw ,A JAMB W/BOX FRAAME HEAD X BOX FRAME mgm wicullo Wo 00 Fl— IN11010a Cela THROUgAME} TO CONCRETEHROUQM FRAME fNTO CONCRETE Iuraapioneallo► - 9x BUCK OPTIONAL 1x BUC�O�Y„�ONAL 6. Haan°ua Mt]TE3: aao 1.FOR t/ONQtBTE(MIN.2.8 KSS APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-RADE COUNTY APPROVED 31IV ULTRACON.BMBEDBO 13tH'MIN., OISTANCS FROM ANCHOR - TO CONCRETE EDGE 10 i'MINIMUM AND TO QROUT•FILLEO CMU 182.W �,POR WOOD(QW 08}APPLtCA1tON8 IN MHLMbDACE COUNTY,USE 010 STEEL SCREW.BMBEDED 13t8"MML 1 i t filth.. 3.WOOD BUGKB OHPlCTEp 1N TNB SECTIONS ON THIS PAL38 AS ix ARE SUCKS WHOSE TOTALTHN3KNEO010 LESS THAN i 115",1x WOOD SUCKS ARE OPTIONAL IF UNIT �� 4 ...... CAN BE INSTALLED DIRECTLY TO*QUO OONORETE,WOM MUCKS DEPICTED AS 2m ARE 4115'THICK OR GREATER.INSTALLATION TOTHE SUBSTRATE OF WOOD `�^�. .......... Fp SUCKS TO BB ENGINSBROD BY OTHERS CR AS APPROV90 BY AUTHORITY HAVING JURISDICTION. -. r}.'' ',,^ft 4.PORATTACHMENT TO ALUMINUM:THE MATERLAL SHALL 0E A MINIMUM STRENOT'H OF 6003,70 AND AMMIMUM OF U8 THICK.THE ALUMINUM STRUCTURAL MEMB£R C h j' rlp,80705 SHALL EE OP ASI2BTC PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILARTO THAT SHOWN IN THESE WrAILS FOR2K WOOD SUCKS.THE ANCHOR SHALL C Iffi A 4"0 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESP13CTM DESIGN PRESSURES AND ANCHORAOH � 11 ����aappll SPACING FOR ULTRACONS MAY BE USED. - 17 TG d�•� _!Z m F oro a Fi o trrd rranr REaamm+reHrB IIhC ''d,. TA L9 a 1ro43l4NG6 e - IomTaanRownratrvrs ''••...,., wvnrs0e,na.re XWM4§WorNu W/11dOW pMl89Aelm of wvPaOen "�° A LYfJhI MfLR.P E • ! D ua FLa,sr, tr»rab tl rar arrsoc mm 10 »1t stet t Q P.ai(68TOS -- - n . 2x WOOD BUCK iSSE NM82f gqQ����( .43V ON.BM13EDMPNT N 1 M"MAX.SHIM�•+-- A W 01A.%I U2" iia' 22) BANG Pi�M� gmWC(scaO DUCK - 0 CORNER 6 4 WW O.C.. I A30"MIN.EMSEO 112•MIN,ERGE i/4•MAX. rBHIM N FLANQe ., 114• MAX. .120•DIA.'x i iW �,(QNML, SHIM 2lir MAit.FRCM-- .i17DIAx i 1wBAOHNStNAiL, CORNER G 4116.OlC.. '--B OM 2x WCOD BUCK CORNER84i1i a tSEENDM� .,opnomu-._.... _.... /T.MIN.60GE..__ A20"FAN,SMDEOMMT JAMB VVI NAIL PIN. HEAD W!NAIL FIN SILL W! Alit L PMN! T RU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FrRAMING TNRU NAIL FIN INTO WOOL►FRAMING W M a Fy tD w r �na�'"oaomae4 m 0 NOTES: O fi ROR INTEGRAL FIN APPLIGATION8IN MIAMI C1ADE COUNTY,USE.120 DIA.K 1 iJ2' 0 NAIL INTO WOOD(0,0.65) 2.WOOD BUCKS OEPiCTSD IN THS GECTIaN9 ON THIS PAGE AB 1xAR6 BUOKB WHORE ar THICKN68018 LESS THAN 1111".ix WOOD EUCHS AREx OPTIONAL IF UNR OAN BE INSTALLED DIRECTLY TO SOLID OONDRETE.WOOD SUCKS DdPIOTED AS 2x ARE i IW THICK OR pREATBR INSTALLA710N TO TH6 9Ue$TRATE OF WOOD SUCKS TO>3e eN0lNeERED 6Y OTTHISFiS OR AS APPRWAC BY AUTHORITY HAVING qft[��iirr ,�1 GENS" 1FP 3.PDp ATTACHMENT TO ALUNUNUTAr THE MRTERIAL SHALL BS A MINIMUM STRENGTH OF @463 TB ANO A MINIMUM OF 1!8•THK2C.THS ALUMINUM OTRUCTURAL MEMBER SNALL Se OP A elze TO PROVIDE PULL SUPPDI3T TO THS WINDOW FRAME SIMILAR TO THAT SHOWNIN air Na.06706 Z D THSBE DEFAitB FOR 2x WOOD SUCKS. THS ANCHOR SHALL BE A b1C SME87 METAL eCRSW WITH FULL eNOAGEMENT INTOTHE ALUMINUM. t �y IF THESfi CAITERIA ARE MET,THS RESPECTIVE OESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY Be USED. C 60 eo on cvra a loroiaol++oLoavaxnea C !7At-Ti1 oa trn xa N,veaac,R.a2m VEMILS- rat "� ' S4P. •:�-• w Stn o MM Mdow Ad=narserra tm Eot. +''�s`'t0►YAI.•u�.• N.ve°rxc°� auira VL bAatar A.LYISIONCIIL�l .P.E. AFT9 11 «i! $1St-t D PLp.2. SB7a3