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Product Approval
RECEIti'ED OCT 0-9 1017 MIAMI•DADE LE COPY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N 0A) PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County REIN - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone: DESCRIPTION:Series'9PGT"Clipped Extruded Aluminum Tube Mullion—LALL APPROVAL DOCUMENT:.Drawing No. 6300JK titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMWATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal-of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as wellas approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-02-18.03 MIAMI DARE COUNTY Expiration Date: May 26,2021 Approval Date:April 14 2016 r Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per'FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Mance P.E. Product Cont oI D6miner NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L_ .M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr I miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 _E FOR ALL LOCATIONS REQUIRING GENERAL NOTES: I-IMPACT OR LARGE AND SMALL i)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE .E.IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES.___......_ MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. mu ELEVATIONS.-___ _ d TIPU! OPERNOVADTHFOR VERTMALMM ARCHESTOS9 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD..__:__ 2 LIONSINSCRIBED INSIDE HAVE BEEN TESTED AS'FREg-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO IX&MASONRY„„„„,_”2 M DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/r FROM THE CUP. INSTALLATION NOTES___-2 a!l "AlK, SHAPE MULL TO MASONRY_.___3 SHEETS 2-3 MULL TO STEEL STUD..-......3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED To RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL To 3 DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UiOO.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CZIPS--.---.4 L co SAY MULL INSTALLATION——4 J 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I X 2 X.125 MULL SPECS__.__5 _j I X 2X.376 MULL SPECS__ a INSTRUCTIONS, IX2.76X.376 MULLSPECS__ 2? l %ILS lX2.laX P ___ 2 m (j) 8 "Lu 8 ECS w UG; asg DETAIL 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND X&126 X.600 MULL SPECS..„._.9 0 24 ATHRULANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X 4 X.1 26 MULL SPECS. 10 m SHEETS ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I X 4 X.373 TUBE MULL SPECS—It I III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. I X 4 X.375*r MULL SPECS__I I 1.26X 3.160 X.266 MULL SPECS-12 HEIGHT 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 11.25 X 3.25 X.100 MULL SPECS._13 FOR .25X3.26X.624MLUSPECS__.14 LENGTH HORIZONTAL 126XU4X.824MUU.SPECS_..16 SEROFETAILE, 2 X 4 X.26 MULL SPECS__16 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST L L 8"ErT3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE,ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 0 X.26 MULL SPIECS�__47 qt z AS APPROPRIATE FOR SUBSTRATE MATERIAL,DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.20 X2,11 X.126 MULIL SPECS.._10 REACTIONS. 3V X 3.26 BAY MULL SPECS__19 46'X 3.28 RAY MULL SPECS__20 MULLION&CUP DIMENSIONS„-..21.23 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO,ULTRACONJAGGRE-GATCR NOAIS EXAMPLES I&2.. PRODUCTS MAY I LOADING mwiTK7.___,_2s 4 BE OF ANY TYPE, 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING !2, MUST BE ICODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS,MULLIONS ARE ONLY TO BE USED WITH z II MANUFACTURED BYPOT. PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ_ QLL /SEEDSTAILS A-0,G.H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 0: SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES THE REQUIREMENTS OF THIS NOA. nf, L--,MULL - I A LENGTH HORIZONTAL MULL — LENGTH INSTRUCTIONS: )DMONAL EXAMPLES OF MULL CONFIGURATIONS; 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LEIR”)FOR THE OPENING USING THE ASCE-7 STANDARD, MULL t—OPENI VADTH__l t--HORlLAWULLENOTH--I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH, LENGTH 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR-OR'TRIANGULAWWLZOIDAI?. HEIGHT�l 4)FIND THE CHOSEN MULUON'S MULLJON CAPACFTY(LBSIFM FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED F w complyinS wItb ft Floft U Hundinsco& HORIL VERT. MU N CAPACITY(LBS”)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRE§§URE REQUIREMENT(LBSIM FOR THE OPENING OBTAINED IN Amplanca N. 0216 T LENGTH MULL STEP 1). — `0 LENGTH fall Dole _ ' 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCH RED THISVALUE 13Y OOF M LL OP FOR NO THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY�THE LREPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHOR$AND MUST BillMEMAO E FULL MULLION CAPACITY. 6m NGLE MULLION OPENING WIDTH ........I// SINGLE MULLION FOR VERTICALMULL e,FROM THE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LYNIV NCt tjSUS OPENING VADTH A (OF MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ........ FOR VERTICALMVLL CAPACITY IS MET. ENgW* 4'p SEE CORRESPONDING DETAILS MULTIPLE MULLIONS .7 FROM FIGURE I ABOVE. 7)IF THE MULUkN 0 SAM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS)FOR THE OPENING,YOU Y _2r"Y 1 "ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED,WITH THIS No.50705 VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED. G 1 - 6)VERIFY THE DESIGN PRESSURE RATING(LBS/Fn FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL M LUON 14 FLORIDA BUILDING CODE(FOC),6TH EDITION 0'.,.VIFF"TZ-7 4Sf/AF&PA NDS-2012 FOR WOOD CONSTRUCTION (LBSIF"OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION .UMINUM DESIGN MANUAL,ADM-2010 WWASSEMBLY. SII-SIOD-07182-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.QYN E. FL P018705 1 Awl DETAIL A: DETAIL B: MULLION hii o MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 7X SUCKSTFUP TYP.ANCHOR a OR WOOD FRAMING WOOD BUCK AND MASONRY AND PERSUSSMTE• (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN).- ABYCTHS SEE SEE TABLES 18168 SEE NOTE 1, N 1 j LLION SHEET 1. SEE SHEETS 'o b I MIN 2.TK81 �•• ''.•.t: EDGE 9TANOARO 2 i-23 ORHOLe H,g .'d I 1 CONCRETE OR f�7U' e I I �„ ,DIBTANCI. OFFBET MULL °'•• EDGE o I SEESEETABLES CLS'MAYBE DISTANCE S° ie e I e EDGE DISTANCE 18.168 p•'j� y RY INSTALLED BY d a. I II FORWOOO I I a ANCHOFOR RS Ui Q 8 fl THIS METHOD SCREWB .° I fA F �268`MAK FOR a• n I 1 SIDE VIEW eDO ..° •9 ALL MULLIONS d: ° ° 0 • Q' e. °. d ' e EIit1ERTNE .'�" � � d• n• '.• ° .°. d '�. e , .4 a OFFSET MULL Z �1' 44* EXTERIOR :° y " ' iiistlET�Haa F- a• °.. . EDGE e' '� °. 4! DISTANCE .. '� FOR z THE OFFSET CLIP I8 ANCHORS •• y �37 RECOMMDMOFOR •' � ~71 O EXTERIOR 44 a W NDOWSR 9V DAdAY ° p.: �Jt ALSOBEUSEDFOR 9 OTHER FRAME TYPES. 0 N O O TYP.ANCHQR 7YP,ANCHOR TYP.ANCHOR PER SUBSTRATE, PERSUBSTRATE, PER SUBSTMTE, / SEE TABLES 18.1613 SES TABLES 113460 SEETASLESIS-/6B // EDGFAND DISTANCE BUCKSTRIP MBF $EE TABLES AND MENT BUCItSTRIP 18.168 • ATTACHM EENT ANDEM MENT' : +,; BY OTHERS, ATTACHMENT :. :•.2'• • ' SEE NOTE I: +} •'3 BYOfNERB, • . '•'t SHEET 1. L7.` '4t••.,x;;• '°•••t SEEN I. .'...N: �. .. .. ... !•,;! •t`' .. •'�•� i'• ,�' ,t.; „ MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW aRODUCrREVISED oa conlplytnE with W6 Cimift FRONT VIEW BSitdZI&Se 16104 Aweptanw No ir¢NaIDws Iy0 NSTALLATION NOTES By 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ct 11 Y)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION LYNN - yNLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �� d@�,.......... OORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE :�� .'�tCENSS '•. =OLLOWING SHEETS.FOR DETAILS XD.EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. F yT No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3 O V 14: 5)FOR MASONRY APPLICATIONS IN MIAMI-BADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED '.�^ ''•. "lOtitOP•r1(j��� ELCO ULTRACON OR ELCO U4'S.S.AGGREGATOR MASONRY ANCHORS. ins • ..., �. . A.L{NNIM)LLLA, E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: P �' FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION IC (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) n Y SEE DETAILS A-E, 30'OR 4S d SHEETS 2 AND 3 FOR INSTALLATION DAY MULL TO SPECIFIC SUBSTRATES. tV MULLION T m O ( O O O O O 0Ell O O TOP VIEW t=p 0 O SIDE VIEWI u1 ('1 C3 O TOP VIEW m SHOWN WITH 1"X4'X.12F MULLION I I I I TYP.ANCHOR O D �d EXTERIOR 1 SEETABLES1 Bs OR165 ? � I I � j TYP.ANCHOR I I I Z STANDARD MULLION CUP I I ERSUBSTRATE, I EXTERIOR SEE TABLES Z �- MODREDTOFRFIEIA 1 11 1 I i ` CONDITIONS. I �I 2'XVANOLECLIP, Z Q O I I I I 2 PER MULLION END,MUST BE Q r' INBTALLEOMMEOFBAYMUU- F O I MUWON 4 4 I 2•XEX.125' F I I I ANGLE CLIP, U 1 (� I 2 PER MULLION END, Q ` IMUST BE INST I I I IMBIBE OF MULL cn mO 1 I I TYP.ANCHOR ' PER SUBSTRATE, SEE TABLED 1&148 INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EKTERIOR ALUM,CMU OR MASONRY MODIFIED IN•1ELD. \ E)(TERIOR E�Ep18c �� ''�� PRODUCT REVISED O PEµISL B m complying wM tdo Florida DuIldingCode �� ALwploneONO w�021$.p�I ® ® INr0 W000,STEEL, 8xplrvtlon onto /j�Q, ALUM,CMU OR MASONRY EDGE HO ® ® DISTANCE By PER MUeml d• ANCHOR EDGE --e———® F `1 It DISTANCE @ NOTES FOR INSTALLATION OPTION G&H ��� LYNN :R ANCHOR OO `, tyy,••••••, •(( 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ``'�yl��''�YGENSt TES FOR INSTALLATION OPTIONS F. L 2)DETAIL G:SEE TABLES i B•14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE �;�: 1,0,CiR705 IETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.125'MULLION. LOCATIONS. t WE TABLES 1B•13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3)DETAIL H:SEE TABLES 15B OR IBB FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE _ 0 1` LOCATIONS. TE HE 2X6 CLIP ISNOT SUITABLE FOR THIS APPLICATION, i�T ••,.... .rkom.. A N668705 to Mullion CoLacity Table OponingWlti@t(forwi6ca arrini"ons)or Opening Hetuht(for tadzorRe1*V,a mingmpllons) Q! Sob 0013 "in 6061 90aa 10013 1I 1401A i00b p +tour I Vara RedeVulr TWITIWO RedinWr TuP7Men0. R40enpuW TnPdiINs Rectug*r 4NU". Rutuoi r Tnpr v% R40ap+r snp. ReoWrWr ttgRnap. Rent-PW Tn1WMN* o 126 L611,11141Lo6dbp 1116'00 1.011410 t.oadnp Lasdnp Ladhp Woft Laft I-" Loedn11 L odry Ia4&q to ft (aedap L-ft tantai11 t-*V �x in cm s ED z � o ' 2-h 1119 Ip4 120.6 332 Dat 411 11116 323 79A /a IOTA$2Z43141 406 104.4 N9 BZ.1 408 111,0 319 sag 4� 111.0 SID 11118 40e 111.0 3111 30.a 400 111.0 018 36.0 411 111.0 318 j w Sin 74.11 $t2 05.6 266 624 312 73.11 630 310 eiA 312 tis3 248 41A 312 61.3 244 37.5 3t2 81.0 244 3t.2 312 811.0 244 20.8 312 61A 244 23.4 312 01.0 244 Z) 32NIn all 231 70.0 234 633 791 81.6 228 40.6 261 tial 28t 621 222 3116 281 00.1 220 31.0 2111 40.3 219 263 281 40.3 210 224 281 49.3 219 20A 261 40.3 219 2 t7O 4b 52A 247 67.0 2W 43.9 2n /0.e 702 sap 247 N.0 247 41,6 1116 292 2!7 3aA 104 20.3 247 30.4 1W 21.11 247 Al 1W 1118 247 3111 taJ 10.4 247 Ja1 iDJ O Ob 3eA 200 41,2 1T0 320 200 36A 1160 27.11 200 31.6 200 2110 180 21.3 200 27,1 159 /112 200 21111 1611 tap 2q1 2110 1696b 33.1 161 3113 163 VA tit 30.3 102 23.T 101 20.9 181 24.6 448 1114 181 22A 144 IM 1st 21.7 N3Win 28.0 163 30.0 142 24.0 165 28.1 138 20.0 183 23.1 106 21.0 134 Z �4ln 273 130 23.5 Me 10.6 139 119.9 110 18.0 134 tad its IIIUUU J4 16.0 MS 111.7 ADO ta7 tib t9.0 tp7 Z 7 EL "In tai ne 1e2 104 � r � d m ?1B ANCHOR CAPACITY A DJUSTMENT FORMULA. oho a AnahorCa aci Tabic bs ANCHOR CAP., � •' 81166131 217k Co0omt0 3.6k Can, 0111 aw U FCMU PT 4011 Mew (DPS,)X{ N u ANCHOR CAP.,,, � r•�N 5116•Ek4 n4160Eko 51WEtco 11416Eb 6o 8106140 81261411 8126ted MULLION CAP,„�,,,,,,, Anchr 7YDk 3rtS EI6atAtneon SR'Ebo ttsr40on 3'116'Ebo 10860110 1741 Ebo 11.91160111 K noharCllppatt6ma Uluron Ap914osta u3nom Appna4bt 6annt(os)64rewit451 6013(05) USE THIS FORMULA T0OBTAIN THE"ANCHOR � Iy E4pe euunaa{41k t' 2-ilr I. 2-irr '$-w r 2-117 1• 2-lir r 3.1/8' r 0.46• o.6!^ O.M. CAPACITY REQUIRED•CORRESPONDING TO AN x-- O Embedn48t 1.31141 1414• taro• t-314• r 1.114' 1-tr41 1-1141 I-IW 1.114' t4W r tare, tape• mesa ACTUAL PRESSURE REQUIREMENT FOR THE akrs 124.76•M6Foo. auvwxa arolso cup(FoL t2- Mft 39olu 4502* spates tau Sb6 27 tb6 54 3541611 740»6 3141611 11111 e4 ro4 341 tb6 44x111 e6olbu OPENING,WHEN IT IS LOWER THAN THE MULLION 9<L Iwn�1.1YMb.0.0./614Mad(r0134D C5p(Fp.2); 4041. 700 ro4 WA WA WA WA 3so1a WA WA WA WA WA 662 u► MM3a5wrn CAPACITY(FROM THE TABLE)OF THE SELECTED m 4An03rs*3'1013.0.0,fM2dAn&Cf0a1fF47.3k 7410 t 7601611 8 104 IMM IM110 540@8 hep 1611 WA 76010 746 me 0801be 16921bs 65240 8661b4 MULLION,IT WILL YIELD A MINIMUM ANCHOR 66€ :ar6 A DA5•Min.O.0.I UCOP.Inlo.125'AM.ft,4L WA WA WA WA WA WA WA WA WA WA WA WA WA NIA CAPACITYWHICH MAY HE USED TO QUALIFY IAlW1F p`f9.B. 19310 195 ft 226ros 446@6 82284 I"W 140166 177ro6 37010 107111 3321bs 47310 noon 221111 ADDITIONAL ANCHOR OPTIONS FROM THE 2.9111103 1,15•Mh.0.alFC41(F 240 ID• 350168 WA WA WA WA 190 His WA WA WA WA WA 34110 M2Ips ANCHOR CAPACITY TABLE. FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. IURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. es complying with D ' ! esmlmins odwl6ttheFL0rir14 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .-.i 1,00p+ '.... Bvllding Codd Ace4ptanaoNo '� ' 2)LiNEAR INTERPOLATION BETWEEN MULL.LENGTHS ANDIOR OPENING WIDTHS IS ALiAWABLE. U11U D41a I ,URE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 10111111 e . HOLES TO SE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET8 21-23. 2,000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAiRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 126• ���ay LYNN hf,4" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C 90.WOOD SHALL BE PRESSURE-TREATED f �7�•'`�GENSB g )URE 4: FIGURE 6: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6003-T6 AND BEA MINIMUM OF.125' f ,S'; �•r THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE}STRUCTURAL.STEEL TO BEAT 1'X 2'X.126`MULLION 58705 LFAST,i25'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL,010 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. fiLOAIOP•' FL P.E.#58705 Mullion Ca aTabto atilt Opening N9(dlh(for vof5 a and"mlilions)orOpening Hetght(fortadwnta*s enringmu6low) q� 60111 6001 Toln 801n OD In t001n 120 in 440 In lea In ROOUnPdst T1* 0,G• R4t24ryt4ar R4pfTIOM ReotatpuW Tmpml4u. Rodero sr 7WWdolo. R4cww* Taaplyd4ro. ROASMUW Tm ReOtmpulu TiepOnitnO. R"r4llsr TINpMa* Rec14n9w Tmp/mav u6 t 578 (asdtn0 1,00*9 La19ne I.oaiin0 Loadto Lo4e7ro Laad:nparp yp La+dh9 Le9d Lo4�na Low LoadlnD toad gpp Lea ft i.wdno t md+ppg� (omnp toad3o gY Yt to C4 s7ri . 4 z t h 170.0 1130 170,0 436 161.3 652 170.0 4TB 1207 692 ITo.O We 1134 862 169.6 ate lone eel te0.9 1517 B0.e 682 1609 617 70.7 662 1869 517 660 063 Joao 1 517 807 60 1809 at? O 301 121.D 607 2340 410 101.4 Sol ft0.2 410 159.9 607 1007 403 70.0 607 l02H 399 67.6 w 09.6 397 me 0,W no Me 50.7 607 89.0 396 414 807 996 309 800 50T 99.0 396 H � 281n 103.7 409 110 370 804 40,6 890 371 71.1 466 908 384 8L8 468 940 3150 57.6 458 61.3 35T 61.6 466 60.0 355 43.2 459 804 368 374 430 690 3% 324 1 169 80.0 356 ^2 a U1 4111 804 400 813 33B 71.2 400 609 326 614 400 727 972 63,4 400 07.3 318 47.8 400 64.0 316 427 400 623 314 35.8 400 Si,e 319 30,8 400 61.8 313 2ST 400 61.6 313 tli c O0 F D5t 823 324 808 278 151.9 324 67.6 220 448. 321 61.2 264 390 324 409 280 340 324 41.9 257 31.1 324 490 260, 200 324 40.15 233 222 324 40.5 253 106 324 40,5 239 to 31n 518 294 57A 252 44.8 204 492 248 304 294 43.0 241 33a 294 Me 237 29.9 204 37.1 234 28.0 204 302 232 224 204 316 270 19.2 204 WA 230 10.0 294 334 230 �r 617 408160 49.0 230 90.0 266 424 713 334 286 37,6 221 292 265 34.1 218 25.0 258 31.6 216 20,4 268 204 212 19.6 268 200 210 18.72S@ 27.7 200 14.0 214 300 225 37.0 196 30.0 226 322 191 UT 226 28.4 188 226 225 2$6 168 20.0 220, 23.8 182 5'00 2215 221 160 100 226 20.3 177 129 226 190 176 tl.3 275 iD.O 170 i�U 914 300 202 �.0 177 206 202 27.2 173 21.9 202 239 170 19.2 208 21.6 16717.0 200 10.7 168 109 202 104 iB3 126 2D2 487 160 104 202 109 166 9.0 202 10,6 166 1+ Z 'ON 203 192 20.0 100 23.9 1m 201 166 202 190 71,0 182 17,7 160 107 1aB 107 192 101 151 142 152 t0.D 156 17.8 172 10.2 t52 10.1 192 14.4 160 0.0 i@2 14.2 15p .7 e` •d IDDt 105 144 19.0 126 104 tai y0.1 128 ¢ O IB N 16.2 127 154 113 '� 000000 .28 AnchorCa ao SDhte tW ANCHOR CAPACITY ADJUSTMENT FORMULA; /ANCHOR CAP.,,,,,,,1 � x S2 8 10: Y,M Coignllo 9,6k Cann. HOA011 CM kd Cl4V PT~ motel (DP_)XI\ /-ANCHOR CAP..., Anctarips' OIVE(co11ftm 1w Ew Uhmao Yia'� 3f%r E100Ull oil tt4 809UMoan 1141680co mfr Ek4 114.880" 0106100 8126tee! *1291441 MULLION CAP—_ U X Q � CO CO tchorCOpPathme IAOtcon Ap9m(i4la utmaon A9pmCatar Oartw(46)sanmv(0eI Sanw(03I USETHiSFORMULATOOBTAINTHE'ANCHOR Eplrust4no.ank r aur 1• 2• 3.113• r 2-ur 1• 2-14 r sur r 0AW o.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Em64dmeM 1.0,4• 1314• taf4• 1144• r 1.11' 1-114• 1.114• 1414• 1-041 1.1141 r lava' tars vLIa4 ACTUAL PRESSURE REQUIREMENT FOR THE O4.rrmnC.Greamlmoro4easaoFglk 3901* 39014 4901* 69D14 19014 2ro14 28014 I0, 749!91 3r4lOe 6641150 8401154 34114 M2lb4 boom OPENING,WHEN IT ISLOWER THAN THE MULLION a has®1.16*Mh OAG I Slsnd4Po or01ae0 COP(F1*.2k 401 q YOU!G NIA WA WA WA 350 q WA NIA WA WA WA 682 q 605144 112014 CAPACITY(FROM THE TABLE)OF THE SELECTED iAtwtpra@sMh.0.GlR17a4Algl4 C�31. rwq eeom 168014 169914 b4oq 68oq wA 760104 7461* 580104 189214 0529» 863161 11201* MULLION,IT WILL YIELDAMINIMUM ANCHOR Inas 0 DAY MF.O.C.I U-M,Nt4.125' WA WA WA Na WA WA WA WA wA wA WA wA wA 110,1* CAPACITY WHICH MAY BE USED TO QUALIFY i Aneha! 1951* 2250x0 14514 S22q 1351* 140W 117lbs 370100 167!04 3321154 473164 1701* ADpRIONAL ANCHOR OPTIONS FROM THE 2Anchm 1.16*Mh.OW35014 WA NFA WA WA teo14 WA NIA WA WA WA 34114 I442164 15wq ANCHOR CAPACITY TABLE. FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. IGURE 1: FIGURE 2: TABLE NOTES: PRODUCT REVI3iSD �� • w cane!y0�a wild @o Pialill 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Seiidin8tbdo SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -`j 1.000 �+ Acceptance No •0 •A Oxpllal(en Dam 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. By 'IGURE3: NMI Trodud' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 20, ANGLE CLIP MUST BE USED IN PAIRS. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 00 LFIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 13ROUT•FILLED .376• Q :' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM M.WOOD SHALL BE PRESSURE TREATEO S °IGURE 4: FIGURE 8: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083.76 AND BE A MINIMUM OF.125• -T NP.58705 � THiCK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X r X.375'MULLION LEAST,126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ^.0 ' G{ THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410$.S F b A.L. NNS lhitEk P.E. FL P.E.#68705 IA MuMon CapvEU T6b16 6At° gyp( ening Width(for wdicairy-spandrg mURons)orOponing Halght(for hod7ANaiVsperWTg M1130m) cf-" WN 5DN Tota 84N 9oN 1001n, t20 In 140 in Lee In Reaftwar n9. Rodgwu MO• R4atenpla lm Tupmpedtmpd . R*Uuwu Ttwmtmg. Ru Tr*pntlanp, Roc u Rec"m 7111m il, Real or Tropmm Rant wor T4prtdm0. 8 0 Im 1 ta*dr81 lwdg Loe6np iaa$i0 4u*dny 1a*M9 tOaQap twadN9 WWa9 LO*anp io+dn4 tom LoftLadnp tadrtp ta6n9 fa0 tatY6 I v g h fill, I h I h IIEd z m � 4N 170.01 170.0 430 170.0 744 11o.0 476 170.01 80 170.0 50a 110.0 992 170.0 519 110.0 1110 170.0 I 621 170.0 1240 170.0 521 140.71130t 170.0 MI 127.8 1301 110.0 521 111.4 1301 170.0 521 0 3N 170.0 100 170.0 524 170.0 800 170.0 664 170.0 992 170.0 830 170.0 1133 170.0 M t6/A 1139 170.0 QTT 136.5 1139 170.0 emu Ims t139 170.0 660 97A 1139 110.0 M a5A 109 1740 6W main no 747 1740 603 170.0 695 1740 631 Isms 1032 170.0 664 14" IM 170,0 723 130.5 1032 170.0 747 IVA 1032 170.0 766 97.9 1032 170.0 760 63.9 1W2 170.0 755 73.4 1032 i70.p 750 41n 170.0 797 170.0 612 101.3 007 170.0 691 1352 007 154.7 730 120.0 907 171.5 120 107.5 007 145A 714 91.8 W 141.1 TO 80.0 007 110.0 709 64.1 007 140.0 log 60.5 W4- 140.0 700 spry 4 ON "M 733 i5t.6 625 tI?.6 738 130.3 611 100.5 733 110.0 609 852 736 1682 590 78A 735 99.6 863 T0.5 735 961 eye 56.8 735 ou 574 5o.4 730 ne 574 44.1 737 no am � tD 3 N 121.9 586 130.0 010 101.8 ON 111.6 607 674 Bae 084 547 78,2 666 90.1 W 67.7 655 019 531 60.9 586 70.6 02e 50,5 660 76.0 711 43.6 660 75.6 021 30.1 M 75.5 %1 ON 106.0 507 112.4 522 06,3 607 00.1 511 76.7 eaT 06.0 501 66.Z 80'7 77.1 103 x0.9 607 71.6 406 63.0 607 67A 401 44.2 807 61.4 478 37.0 807 62.7 474 33.1 607 02.7 414 2 2h Me 510 83.5 443 660 510 730 434 563 10 64.3 420 51.0 $10 61.9 419 464 510 53.3 413 40.5 510 890 406 34.0 610 49.9 402 29.2 510 44,4 390 20A 510 44.3 399 `� 0{fj• 1641 69A 456 72A 400 61.5 419 61.7 892 404 455 54.1 3a5 43.4 446 464 '376 382 455 ".0 370 34.7 450 41.0 305 20.9 460 37.7 302 24A 400 360 350 21,7 468 35.7 366 1 d Z MN 842 435 WA 901 67A 436 OBA 373 46.9 435 49,5 30B 40.1 430 44.7 360 367 430 40.0 895 32.1 435 30.1 361 20.0 436 34,4 31{ Z2.9 436 32.0 341 20,1 400 622 340 )Oki 414 327 43.1 290 34.6 327 364 285 20,9 327 31.0 280 20./ 32T 263 276 23.2 327 26.7 271 20.9 327 217 288 17.4 327 2fA 282 14,9 321 193 268 h N )ON 34A 287 1334 1 287 124.7 287 29.9 282 246 287 26.0 240 21A 257 211 244 10.1 281 20.0 240 17.2 237 10.3 237 14A 217 10.0 232 O 05 in 24.2 Z47 24,7 200 20,2 227 20.6 201 77.3 227 10.0 106 10.1 227 10.0 190 x Jf 8 r a 215 71.7 104 10.0 Me 191 191 15.0 Me 164 366 iM t7A 107 X Q s3B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0`Z. X R An¢h¢rCa 5c T6bie 5 �8a09Ii$6 27k Ccrode 3.6kCaw. owcmu Fled CMU PTYftW Mebi (DPm)X(,ANCHOR CAP.,,,,,,,,,\ ANCHORCAP_ •` �'�`MULLION CAP.,,,--I&IrEka1tr 88 EIS 8tt5•Etaa ttr 88 F3aa NO atni /f25t$N 1128lM nohorCBppatlem6 AnctwlTypc SII6 ekaUlWcan iN Ekoti9racm tnt400n 3116 EkoN0aaln tA•EkoUU*can AOO40stor Mann Amm0uar B6m1(05)earm(05) 3mm(05) USE THIS FORMULA TO OBTAIN THE ANCHOR ed90 tA*ttnea pry: 1' 2-Ur /* I 2.11r 3.116' t` 2 ilr 11 2-Im r 3.16' r 445• 9.54* 0.324• CAPACITY REQUIRED`CORRESPONDING TO AN Emt,eammt "W" 1.91 1841 I-VIP r 1-v4- 1.114' 1-1/4' 1-114• 1•11r 1.14- Y I-W 14F lade$ ACTUAL PRESSURE REQUIREMENT FOR THE x ®4.756anOC18tanduda07sefCapffi9i s90ms ms 4509» ms IM4 zr0to Its m* o4s sr4iu 6e4e$ ems 341 m* 4421W 5801W OPENING,WHEN IT IS LOWER THAN THE MULLION �6on 811.15 MIn.O.C./sura$ra(cromell COP 0'h•2} 480PA 70010* WA WA WA WA 3801W WA WA WA WA WA 662 ro3 Me Its 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4At4hom GWNfL0.C./(2)210AIW*C4p$/ 37 76027 780ms 000 m* 1680ibs 169597 040 m$ 6800 WA b3 740 its We las tMra 66264 665 ms t120 ms MULUON.RWILL YIELDAMINIMUM ANCHOR O-j OA5 Mh.0.0,1 UOtb,Into.120•Akxn.Z Rq WA W WA WA WA WA WA WA WA WA WA WA WA NfA 71B fa* CAPACITY WHiCH MAY BE USED TO QUALIFY IAnclwr/FZ1P(Fkt•57 195ms 19306 2282* 445to 822 m$ 136 ms 149 tbs 177 ma 37001 157Its 332tW 473W 17023 2211a* 284 m$ ADDITIONAL ANCHOR OPTIONS FROM THE 2AnchoMOI.16'MNO,GJFQ .0. 240 M6 30094 WA WA WA WA 1BD. WA WA WA WA WA 3H IW 442IW OBOb ANCHOR CAPACITY TABLE. 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. PRODUCTRBVISBD "I "Omplyfn6 wIth 166 Fluffda Banding tbda IURE 1; FIGURE 2 Acceplence M 16`0 249.q� r • . • TABLENCTESj BapimtloaD*te The 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, By 8EE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, at Ob 3URE3 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPEN ING WIDTHS IS ALLOWABLE. ���t11�(LYNN ///,, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.760`a376 .` 4t�Qe'%CENS'�',<<F/���� � 0 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' ANGLE CLIP MUST BE USED IN PAiRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED fj CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-60.WOOD SHALL BE PRESSURE-TREATED ;.O' ![ LL SURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE 6083.76 AND BEA MINIMUM OF.12V T f v THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL.STEEL.TO BEAT i %�U '•. 1t is • LEA5T.12W THICK AND A36.ALL ANCHOR$INTO METAL$HALL AT 1•X276•X.37a'MULLION ' r '•.,F(OR1D.. THE MATERIAL-#10 #12 ANCHORS INTO WOOD MAYBE STEEL,I"SDS,OLEAST10 S.S THREADS BEYOND A.E. FL p E#$6705 IA A6u0ton Capacity Table PsM ® � Opening Width(forwNcaitysparsirlgmillone)oro enlnpHaight(for hodtortta%Lsparrirgmtilom) �^{a, Min Goin Tarn 00 in Gain Win Min 140% tdtlIII $ o Ix R4cUn9.4r Ti4plTi xv. R4otan04v 1mxfflt . Rsotmww Trommp. R4cUtwu TrWillb* R4ctonguly W MKV. Rvol-gt44r 7F4yMrq. RaotmpAr TR07t no. RwAvior Toµlrtiv4 Rocttrw T1gVf w* !Ice Loam WaG Loaft tooft wwry Loadn9Looft Lcade9 LOadl>0 Loadlo Latdn9 (aadlp L0"m Lot" Ladn9 towag Loam n h a hfill, I h 1 1 1 fill, , 1 h $ 1fill, 1 N a 11111111 I I I I I I I I f11fl1 1 i 1iIi i °15 °gym O 131 Rao ego Rao +35 17oA la 170.0 478 Rao eae ntlo daa 170.0 e0'e Rao 619 17oA 1118 Ro,0 at t7ao tx+o 1Tao m1 Ro.o uoe Rao 521 1580 1820 ttao 6zt IS&e 1e2o Ratl set � W efi 170,0 l0a 17tlA 624 170,0 6W 170,0 6e+ 170.0 992 170,0 630 170.0 1133 170.0 Bat 170.0 1276 17p.0 077 170,0 1417 170.0 080 f41.T 1+17 170.0 b80 IVA 1417 170.0 ON 10a3 1417 170.0 886 � 2 RSM 170.0 741 STMO 661 R0.0 699 170.0 531 170,0 1040 17MO e84 170,0 ties MO 723 t628 1200 /70,0 147 146.3 12M 17x0 766 121.9 MG 170.0 We 101.61268 Rao 758 GSA 1268 17aO 760 '� N LU 4M 170.0 707 170.0 812 170A W 170.0 691 110.0 the 170.0 764 150.7 1130 170.0 003 133.9 1130 170.0 0.17 120.5 1130 Ila0 6s8 100.6 1130 170,0 act eat 1130 170.0 661 75.3 1130 170,0 get O Ob 170.0 665 17aA 701 140.5 015 IOW Tal 125,0 015 144.5 746 100.9 Gia 132.3 735 97.0 015 133,0 720 67.9 815 tta6 720 73.2 Gig 114.4 715 62,0 915 114.4 716 54.0 gig t14A 716 � to 3M 151,0 630 10t.9 710 120.5 030 13&9 ON 108.6 ON 12&2 eat 94.9 530 1122 470 844 ON INS a62 70.9 930 99A a$$ 63.9 030 94.6 649 64.2 630 SCI 649 47A 610 14.1 049 6M 132.1 767 140.0 050 110.0 757 119,0 aw 01.3 767 1054 024 ou 767 90.1 014 734 757 eat ON 00,0 767 04.2 000 65.0 757 79.0 693 47.2 767 7&2 591 41.3 757 703 691 2 n 2M 101.7 016 10&5 052 0+.0 630 efA 040 72.7 am eat 630 516 W0. 722 521 60.11 We 69.5 514 60.9 ON 6Z3 508 424 6311 572 600 33.7 036 663 491 31.8 630 66,2 497 = � (tUttJ11 ,a la Re 67t WA 408 72.1 571 ,70.0 466 181111" 11 61.4 470 54.1 571 60.6 471 404 all 69,8 404 43.2 671 6L6 450 384 511 47,0 451 069 571 44A 447 2►4 871 MA 446 Z r d Zia a0A 442 83A 474 46.7 542 766 459 57.1 542 02.1 450 80.0 542 Oa7 449 44.4 642 51.0 442 40.0 442 47.6 437 33.9 542 4ZO 429 204 542 40.6 425 0.0 842 40.1 423 pfi 6Z1 407 1 51.7 001 43.4 407 464 355 37.2 407 30.0 349 3Z5 407 35.3 343 20.9 407 3Zt 530 20,0 407 20.0 3M 2L7 407 20.1 327 166 407 24,1 322 10.3 407 23,0 319 1 O i0fi 4Z0 350 44,1 320 95.8 368 373 314 30.7 350 324 399 20.6 358 20.6 304 234 968 20.1 304 ma-336 244 206 17.9 350 21A 200 16.3 356 192 254 {JJ X # c 08fi 30.1 283 30.5 233 Zai 283 264 251 21.5 283 22.6 247 164 257 494 244 167 283 /0.0 240 10.1 201 10.5 237 V1, � 8 ti M 27.0 207 20.9 7.42 23.1 20./ 23.6 236 160 267 20,6 230 17.3 20.710.3 237 t&4 287 10.8 228 '� 52 Zd M 25.0 224 23,3 209 1 18.3 1 220 18.61 205 115.7 220 1!63 202 O O Ail ohol'Ca ael Tables ANCHOR,APACtiYAt}JUSTMENTFORMULA* O ,y�'� a .� Su4attaW. zrkwmrma abkono. tt4lowgAU I FrwCMu PT Vft0d 0114111 @P /AN)X CHOR CAP•, 1 o ANCHOR CAP. � ArOwritw. 31ir Elco Ultimon IMEW UNawn wir Elco 3I10"Eko Ul0400n IW Elco IGwAn 1M00 Eko 51W On 114.66 Elco 010 Steel 01261481 41291eo1 MULLtONCAP nahorCllpPabins AOOri1lum Ukmam+ AOpeOsty Som1(06)Svaw(a5) Smaw(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR Eope 0NW1u 7 r 2-tir r 2•irr 3.18• 1• 2.111 1• 1 2.11 r Mir r 0.40' ow 0.324• CAPACITY REQUIRED*CORRESPONDING TO AN Emt>editra . 1614' taro• 1.14' taro• r 1-114• 1414' 1.114, 1.14• 1.14• 1.114• r 1•Ya• 144 +ena ACTUAL PRESSURE REQUIREMENT FOR THE xhaa 4.74•MM,C.C.I61emW oro7mel 619 9;19. I: No Im 390 Mo 50 On ego t 19+4 woa zrtl 144 260 trr -M"- 7 o Ge 3741b4 10. Ste 1W 341 Mo 44 lee DOW* OPENING,WHEN IT IS LOWER THAN THE MULLION thm491.1vmin.o.alsrol,arpd(moolor) {ftG2k 48066 7001t4 PJA WA WA a 360164 WA wA PJA wA wA 02 We CyOlkl 112024 CAPACITY(FROM THE TABLE)OF THE SELECTED 4A64hmQ3'M1n,O.o,/(l 2a5Atgle Reps/6103 700 Ort 75064 eao 64 i5woo 1G9ean 610164 a801o4 wA 760 Go 7401b4 080164 1e921W ssz63 112o64 MULLION.IT WILL YIELD A MINIMUM ANCHOR 01 m.®o4s MlnA.c lu k6a.12a Akm.{Ft7.4k MIA WA WA wA WA wA WA wA NA 70A MA WA- wA 7151o4 CAPACITY WHICH MAY BE USED TO QUALIFY to Ww'l FQlpnF SE 1G5 m. 19501 2256» 445 ft a22W 13510 14014 l7rroo 3to 64 toy lbs 33216! 47368 170ft 22115e 26004 ADDITIONAL ANCHOR OPTIONS FROM THE 2ATKhmse MV Mh 0.CJFG1pog,4r.j 24064 350 PA I WA IVA I WA I NIA 19064 NIA -?UA I VA WA wA 34164 1 442ft 1 60t4 ANCHORCAPACITY TABLE. FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED 114 THE EXAMPLE ON SHEET 24. PRwuL;1 RSv)SBD as cmnplylgwl911h0 Fit" URE 1: FIGURE2: TABLE NOTES: scapus No 's -1 t.00r �••- Cpl»hon Dab )�,D71 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, Dy SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Minm 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE• SURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.760' . . * 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-00.WOOD SHALL BE PRESSURE-TREATED ''O`•�~ it l )URE 4: FK34lRE FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063-T6ANDBEAMINIMUMOF.126' �n�'•, �q.p 41� THICK.STEEL STUDS TO BEA MINIMUMORS INTO 3METAL SH•THICK(18 GAUGE).EAST SCMVAL STEEL EMS B BEAT POND 4 '•,,FLOR(OP,• � LEAST.126'THICKANDA36.ALL ANCHOR8 INTO METAL SHALLEXTENDATLEAST3SCREWTHREADSBEYOND 1"X2.75'X.6S0•MULLIDN .. . C9 THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. r/1 %0\��� ,,ll t?NRmil�t1,.� A.LYNN MILLER,P.E. FL P.E.#58705 5A Mullion Capufty Table a7W3 Opanlnp Width(fa vettlo9ly SpamtrQ ml.0lonms)or OpenlitH91pht(for Mdz*"*Ily-9peMlg mtl6aq) eoln win TOln 60h Join Ioah 120h 1401n IwIn Roctapaliv TWnt o, RectsmaAer Tm"amt. Rectmalpd' ftma ' Rrganpru T1aMSV4 Rectogifir T Mime. Raetupdu R1"vi% Itectatpl Tt4plittmp. RI6Wp4u TrwIHanD. R4olmp9u lYe{Vitlnp. a 15"% Loafg 020409 Lcod�f0 Ladn9 1246109 tmdnp toadnJ 1oaft Lown We" Loadoo Loft L.. In"m L-M L-0. I.*. to"W cc y gull ca � � 0 40 2h 170.0 6X0 170A 135 170.0 TN 170.0 476 00.0 5{06 1TOA 600 170.0 082 170.0 610 170.0 1110 1TOA 621 170.0 1249 170.0 621 170.0 1488 170,0 621 170.0 1735 170.0 621 16{.4 1602 170.0 621 ,J 0 h 170.0 706 170.0 6"EI 170.0 650 170.0 664 170.0 J92 170,11 030 /7'OA 1133 170.0 861 170,0 1275 170.0 677 170.0 iN7 170.0 8W 157.7 1677 170.0 660 "I.f 1677 170.0 e60 1153 1577 Imo 660 12 6261n 1740 747 1740 683 170.0 See I70.0 031 170.9 1046 11&0 664 170,0 1105 170.0 T2s 174.0 1346 iMO T47 17U 1404 170.0 758 141.7 1495 179.0 766 121.6 1495 170.0 TOO 100.3 1495 170.0 TSO Nh 1JOA#30,91 0.0 012 170.0 956 170.0 601 170,0 ill$ 17MO 764 170.0 12'76 170.0 803 166,1 1401 170.0 5q 1408 1501 170.0 066 174.0 1101 170.0 001 100.0 U01 170,0 661 97.1 1401 170,0 661 ILL ��Q' O Win 170,0 0.0 701 170,0 1065 170.0 704 INA 1150 170.0 670 136.7 1166 IOTA J28 128.3 1166 160.9 oil 111,0 1158 110.7 910 92.0 it$$ 144.6 007 70.3 JIM 144.5 OW ODA LOS 144.0 JW tarn 170.0 0.0 745 1%.8 IM 170.9 an 137.0 1049 1654 660 1/9A 1049 141.7 W to&$ 1049 13ZO 638 954 1049 125.5 620 794 1049 1194 620 WA 1049 110.9 619 599 1049 1104 SSJ Ill in lash 0.0 789 139.0 on 151.3 604 119.1 966 137.7 TSO 104.2 968 121.4 776 020 OSS 912.0 765 03.4 058 10&4 767 00.8 OSS 92.6 740 50A 066 0&7 746 621 955 NJ 740 Z LU r2 In 120.0 4.9 097 1074 501 114.9 M 91.0 603 101,1 070 00.3 M 912 059 71.4 603 SU 649 042 604 70.5 042 87.6 a03 722 072 459 007 30.5 6X0 40.1 603 89,7 CCI � p 1151 Fbh 10034.1 029 91.0 TO 974 Sts 76.4 72t Ott 665 50.3 721 70.5 095 00.7 721 741 5116 54.5 721 08,4 579 45,8 TH 50A See 30.0 721 me 6N 34.5 72t 06.1 867 LLL Fain 101.0 A an 64.2 004 694 687 722 804 78.4 070 0&1 ON "A 507 Sol ON 04.4 658 608 684 50.9 $81 42,1 ON 64.1 6H 30,1 064 81,3 530 314 ON BOA 034 00 h 6S.S 7.9 450 64.0 814 67.3 440 57.9 614 60.0 440 41.1 614 N.6 433 90.6 614 404 427 37.9 614 37.3 AIN 27.4 514 33,0 412 238 514 30.4 400 20A 514 20.0 4PJ 1Iy AOh 543 .7 404 N.2 452 474 390 30.7 452 404 390 330 452 36.4 344 30.i 452 329 No 27.1 452 30S 373 226 452 258 365 fOA 452 24.2 669 169 452 22.0 055 � x � O ,06h 311.1 8.9 3?2 51.7 367 327 357 27.2 357 244 312 20.0 307 263 300 25.1 367 22.7 303 ICA 307 20.0 299 184 SST l6.0 203 134 357 10.2 287 119 3ST 1&0 203tt1 h 36.1 5,6 300 20.2 338 30.1 301 25.0 370 20.1 206 21.9 338 23.1 292 04.5 3351 20.0 288 17.5 338 10.0 284 14.6 335! IRA 270 124 330 14.8 27d 12010 77.7 243 262 251 23.1 269 23.7 268 19.0 263 20.6 266 173 see im 2a2 15.4 289 tes 249 13.0 288 14.9 24s 11.0 280 124 240 9.9 X89 11,4 238 &7 289 50.4 232 x Q O O O< 55 ANCHOR CAPACITY ADJUSTMENT FORMULA; nehorca el 2512 lea /ANCHOR CAP.,,,,, Se10 r801alee a6ecm. 10621431/ Ft4"cbie FrWax Mato (OP,,,)X{ =ANCHOR CAP. 649*ato W4'89eco alc Eko VCSSEIm Doled 0126421 0423,601 MULLION CAP,,,,,,,_ 42horC8 Patterns Mr 91STamunracm 114 EkoubSaan Mean afte Elmullimm W4•EkoORmcan USETHiSFORMULATOOBTAINTHE'ANCHOR p ADp*Ae<or U878ao0 A�tt6dr Sttaa4063 S:tar53S Screw(" E29earl4nce6nT 1• 2.177 r 21117 ate I• 2-vr I• 2.117 r 3-IW x 0.48• 457 o82Y CAPACITY REQUIRED'CORRESPONDING TOAN EmbeQnerO Ia74• 1Src WC 1.mr r 1.174• 1-v4' 1.114' I.vP tiro• 1an' r tare• i.NC sores ACTUAL PRESSURE REQUIREMENT FOR THE naron B 76'b9n 0.ra r sra Vae r0m21 01917 MWS 390 t10 45Dft 599 03 160 ms 270 bs 250 in 354 N 740110 311 bs bs 04 Im 341 bS 442 ae 660110 OPENING,WHEN IT IS LOWER THAN THE MULLION xarS18t.1 mm.00.78tvindoronw) 4WM TODWe NIA WA NTA NtA SSObe WA PYA WA WA WA 632m 89623 1120 Me CAPACITY(FROM THE TABLED OFTHE SELECTED 2-111567M1n.0.0.7 2a5AVO 7 4 760ms no a 6W WS 15M Ito IMSIM 54063 669 b3 N/A 7601to Alms SDDm7 iWito 63243 966100 1t2DM MULLION,IT WILL YIELD A MINIMUM ANCHOR ctom,a04VMh.O.C.JV •mto.I2b•AWm. g WA WA N1A WA WA NTA WA WA WA NIA WA WA WA WA 107324 CAPACITY WHICH MAY BE USED TO QUALIFY IATChorIa 9 196-me 09928 2246b NaOB a21a2 IsafoS 040211 ITTbS 370110 terms 532Im 47306 170143 2m to 25010 ADDITIONAL ANCHOR OPTIONS FROM THE 2An0M I.I&14a0.0JF 240E-3 350104 NN WA NM WA 19)96 N!A WA It. WA WA 34127 442106 560 a3 ANCHOR CAPACITY TABLE. FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCT'Rt3VTSiD as 23m01ytn6 wlih 9m Florida 3URE1: FIGURE 2: TABLE NOTES, F1.000'•4 AmlplmmNo(�$��• �' Slat an f'b!e 1)SEE SHEET f FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. � pip 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, , rov y y f I I III!17 j 3URE3: 3.126' ��� 0��,....... (((cp///i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2123 Yom` tib' V10ENSF '•. Q i� * . . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23, •' 3tr FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. )d0.$0705 ANGLE CLIP MUST BE USED iN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED y R CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90,WOOD SHALL BE PRESSURE TREATED - �.-O g b W OURS 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WiTH AN SG OF 0.55,ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125• 1'X 3.126'X.5'MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT L OR10, e LEAST.126'THICK AND A35.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1•VF MULLION) '�' F „•1''JG��� �-� THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. //1/'15'/0 A.7LYfGIfJ1ili ER,P.E. FL P.E.#68705 IA • Mullion Capactlir Table 9At1 Opentnp Wldth(for V6NceDyspfaWlp m10ans)orOpeNnp Hetphi(rorlwrtzorNe9y-3perr4rg 000670) td 60 in Win 70I. 60th 9010 100 in t20In 14001 160 in Revenaidar I VWDIn9. F&da /tr I TmATdap. Rto14WWc I Tm9map. mctan916ar Tmplistra0. R4eWapuw TrWMa•. Reatrpula 7roplMtnp. R4otmgft TFapndenp, f ewiv Tn tr9• R4otwoft T1o;0tu* 126 laarrn0 tatdtq a tana� totarre taadna LoadnO tw4na eat•rq L4miro W.. tatahp taa Loft Lamra t.oiduw 14"na tat3n9 A Y CO it 111ij n 11 111 1 11 H 11 11 11 11 1 if 11 11 11 11 11 it n if 11 11 111 it it 11 it 11 111 z tin 170.0 BPD 170.0 4SD 170.0 744 170.0 476 170.0 666 170.0 608 170.0 902 170.0 649 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1466 170.01 521 145.0 1459 170.01 521 127.e 1489 1740 621 a J )in 170,0 TOO 170,0 MA 170.0 650 170.0 664 170.0 092 170.0 030 I 170.0 1133 170.0 Of 170.9 1276 170.0 W 160.3 130 1700 660 1303 1303 1700 660 111,7 160 7704 660 97.7 1303 17.00 660 Rhin 170.0 741 170.0 663 17%0 690 1704 031 170.0 tow" 170.0 864 17010 1195 170.0 723 16&1 1235 179.0 747 140.6 196 170.0 760 117.1 1285 170.0 766 100.4 1236 110.0 700 07.0 190 170.0 766 4I 17%0 707 170.0 012 170.0 056 170.0 801 110.0 1110 17%0 754 154A 1166 170.0 603 137.2 1165 170,0 637 19.5 1166 170.0 650 102.9 1166 170.0 601 662 1166 170.0 6fl1 7T2 110 1790 801 O Oh 110.0 605 17a0 701 70&7 1012 170.0 707 1429 i0P2 181.1 a32 79.1 1042 145.7 Dib 1112 7042 134,0 801 100.0 1042 130.2 TV 630. 1042 120.7 762 71.5 1042 U5,1 762 6R6 1042 12&1 762 ((0 3h 170.0 WO 170.0 740 151.2 992 ICA $ia WA 992 144A 709 113.4 092 131.0 702 10&0 902 j= i 0 00.7 992 114,0 768 70A 092 100.4 745 640. 092 100.0 744 007 992 10&0 744 '�^* 6h 1611 941 17%0 789 137.5 947 14&0 785 11&1 94J 130.5 768 103A 047 117.7 752 01.9 047 6 CaLT 917 102.2 727 80.0 947 95,1 713 69.1 047 04.0 711 51.7 047 04.0 711 fJ) t 2h 135.0 849 1427 737 1133 649 121.0 771 97.0 60 1049 TO 04.9 049 960. 695 7&5 649 6 570. 649 82.7 675 600. 049 76,3 659 4 8 049 725 662 42A 549 720. 651 � W stn 116.0 762 120.? '655 06.3 162 102.0 652. 015 702 900. 640 722 752 805 8N 642 7� 0 61A 702 6&2 813 4&1 762 02.0 602 M3 702 6&9 097 3&I 7a2 59.4 59S 1 y s h 100.0 724 1111 634 00,0 724 040. 621 70.3 724 02,9 609 0&e 721 741 069 600. 721 1 631 7?4 830. 009 44.6 724 67.3 873 362 720. 64,7 001 831 721 53.6 666 4 ") r �• 101. 690. 643 71.0 403 00.0 6N 60.7 AN 4%7 043 620. 468 43.5 50 47.1 450 36.0 643 2 340. 843 39,0 440 2&0 043 34.9 438 244 643 32.1 430 21.7 50 30.1 420 C lob 07.3 476 SaA 427 47A 470 49.7 419 40.9 478 43.2 412 35.8 476 30.9 406 31.0 476 0 2&7 478 SL0 391 20.9 476 20.1 SOa 90. 471 280. 360 170. 476 21.2 316 �^ O O DO In 10.3 377 41,1 547 33,0 371 340. 330 II&0 377 300 330 20.2 377 25A 325 221 371 1 20,1 371 22.0 317 10.6 317 19A 310 141 317 17.1 301 04 UJ 11 h 37.4 357 VA 327 300. 357 31.6 Sia 20.6 38/ 27.6 s1a 232 357 24.4 300 208 357 06 f&5 357 20.1 301 IDA 381 iTA 704 X 20In 40.3 300 N.6 279 24.0 308 2&1 274 21.0 300 9.7 270 1&3 306 102 267 JU 300 03 11) rn M In 17.0 212 172 190 4 0 0 0. n to 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.»a a7Ca nal b a ANCHOR CAP.,m a, > atutmtr, 2.Tk ODMMIG 34k Own. Howycmu Filed CMU P 4A7od Meta (DP-)X t ,-ANCHOR CAP.,,, A.Alw ym 311SEke Utmoon 114•Elco UOraom N20144 yirFlo*llMMM 114•Elettabt4m 1)4'891900 VIW9100 1.0'869100 010 816e M28tmI 0128ttM MULLIONCAP.,,m,,,,,,,, maharCllpPattem• A90rouety u0aom AaweWtor Semw(85)somw(M) 60071(05) USE THIS FORMULA TOOBTAIN THE*ANCHOR Edaaol4saco(t1 r ave 1• tam r x•177 r &117 r Sire 2^ 0.46• 041' 0324' CAPACITY REQUIREWCORRESPONDINGTOAN Embektol 1.314• 1.N4• 1.04' 1414• 14W 1414' mir tour 1.714• 1414• 7 tare• ids• 'Ants ACTUAL PRESSURE REQUIREMENT FOR THE M 604.70' h. 0.. 8 or Oft IFia.IUX 39066 390M 50 spo66 17066 -2=80h 66 ?Orbs 374104 u0. 040 ray 34160 44x108 rot OPENING,WHEN IT IS LOWER THAN THE MULLION nona2,46•Mh.O.C.fWAndad(WOUSUC4pfff0.37 70066 700014 5662» WNW WA 56004 WA awva WA 60tH WA W2U 885177 112066 CAPACITY(FROMTHETABLE)OFTHE SELECTED ,?m 01.76•Wt.O.0.I Stadrd(of 0%0C ft.4X 96066 1400M WA WA WA TWtbs WA WA WA WA WA 13066 177066 MOWS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amh=R8•MRO.C.fM2a5ArQ%C4047ff ,4k 70066 18018• wage 1856IN 51066 5001bt WA MIN; 74505 880 r 1662M 662•y 88001 112066 CAPACITY WHiCH MAY BE USED TO QUALIFY 0Amham 4'03•Mm.0.0./(Z)21D AnP C9pa/(F10.a 117010, m0 lbs fMft 2340100 810 MS m1b• WA 11400y 1122 gm 73240 2838114 102201 1327W 1660 ft I ITIONAL ANCHOR OPTIONS FROM THE 0aom0QAr Mb,0.0.AMID,ht0.12VMm.(Fi9.7: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143010 ANCHOR CAPACITY TABLE PRODUC'1'RSVlSHD IIArotwm@2.26'MIn.O.CJFCIIpffWBY 39066 360M NOM 705M 4TflM WA 260 Lin WA 31666 WA MOIM WA 34766 M2M 600100 4Armtgm I.15'MhO,C/F 0. 4W•t 7066101 WA WA WA WA 380 tat WA WA WA WA WA DMOn 60 fit 112066 Itild' 61aw1111015FIatilil FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. A cedpWnw1G7-bxi$. H i�Dalkvgglm TABLE NOTES: yURE 1: FIGURE2: FIGURE 3: FIGURE 4: FIGURER FIGURES: Mia1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE `� �AND y1f ENSF'''•�p rr 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23.HOLES 4.000" N0.58705 Tr TO BE DRILLED IN THE HELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW - URE 6: FIGURE 8: FIGURE T: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACt 301 SPECtFlCATIONS.HOLLOW AND GROUT-FILLED4 STATE r F :'441, a • • • •�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CSO.WOOD SHALL BE PRESSURE-TREATED YELLOW 126" % � IDP. �COR •'C� SOUTHERN PINE WITH AN SO OF 0.65,ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.126'THICK.STEEL �C yn ••CCR%v �\ STUDS TOBEA MININIUMGRADE 33AND,046'THICK(ieOAUGE),STRUCTURALSTEELTOBEATLFAST.125•THICK j�1�910NN SLE CLIP(FIGURES 668)MUST BE USED IN PAIRS. AND A38,ALL ANCHORS INTO METAL SHALL W(TEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1'X 4"X.725 1/11 1/j 1111 #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. X4*X.1 A.LYNN M LL. R,P.E. FL P.E.#68705 TA Mullion Capacity Table a Opening cithorverucayl-60"aMnglnd9ore)orOpenlnBHeight(forhodx4Mely-spemtngmuMon9) 50 In doh 7420 8031 90 to too in /27111 1401n 140 In dS 375 ReatangAar TraplR151101 ttslpWu TsW"MWv Ratlnn0alu Dap)IfanO Rzl11npiar 71gATd11np MelaryA11r Tao" dr's, 7)tpTtltnB Rwlactif; lkLoadno RI'"I ftar 7mprMm0. Rttt•19dar T}Loadiv 4 uba Loft LoaNB Lancing LOMOSA8 Lt11•»p Laa0tlg uk" Lee" Loaft Load nO SmQnp I"" toaarp tosMg tdD6h9 toed 118 LUMII tcaag Ef>' In fill h g I a I g hI � 1 I 111 111 11 f 1 1 1 1 1111111 id if I II it if H if 11 if 11 If if if 11 if I I � m 21n 170,0 6241 1170.01 435 170.0 714 170.0 476 170.0 668 170.0 608 17AO 992 170.0 619 170.0 file 170.0 621 17o.0 1240 1700 621 170.0 1406 170.0 021 170.0 1706 170.0 521 170.0 1963 170.0 82f ..I 8114 170.0 706 170.0 624 170.6 660 170.0 554 17010 992 170.0 630 170.0 1133 IMO 651 170.0 1276 170.0 OR MO 1417 iTO.4 060 170.0 1700 1704 860 170.0 7863 170.0 680 161.8 2021 170.0 860 "'i 825In 170.0 747 170.0 583 17U 698 170.4 031 170.0 SO40 ST4.0 M 170.4 1105 17.60 723 170.0 1318 1704 747 MR 1494 1170.0 166 170,0 1793 170.6 760 166.0 1918 170.0 760 136.8 1918 Th M 110.0 797 170.0 012 170.0 956 170.0 691 170.0 1110 170.0 764 170.0 1278 170.0 803 170.0 1434 110.0 637 470,0 1684 170.0 OtiO 1600 1789 170,0 661 137.1 1789 170,0 601 120.0 1799 170.0 861 p 9 Wn 170.0 685 170.0 704 170.0 1063 170.0 781 170,0 1240 170.0 013 170.0 INT Me 944 470.6 1594 1704 998 VIOLS 1610 1704 1433 129.8 1819 110.0 1063 ti7.0 5619 404 1003 972 idle t70A 1003 MUD ah 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 844 170,0 1468 170.0 1015 166.7 1042 40.0 7076 141.0 7542 170.0 1192 117.5 1642 188.6 1160 100.7 1542 167.9 1167 60.1 1542 107.8 1107 No In 170.0 974 170,0 709 170.0 1169 170.0 603 1704 1304 1700 7002 160.0 1472 170.0 1001 142A 1472 186.6 1140 120.5 1472 154.5 1130 107.1 1472 147.6 1108 014 1472 114.0 1104 BOA 1472 140.0 1104 z 12114 110.0 1063 174.0 075 170.0 1216 176.0 1008 1604 1320 1662 1101 132.6 11320 149.0 1062 1173 1710 1W.8 1065 105.6 1320 t260 1040 06,0 13M 117.0 1024 75.4 1320 112A 1013 66.0 7320 1/2A 10112 U s13tt1 thin 40.0 1122 IDA 037 149.6 7184 169A 1013 483 1154 739.6 994 [39' 1144 1257 978 997 1101 1163 984 688 1104 107.11 852 T4A 1104 974 936 04,1 1104 901 827 60.1 1454 923 925 17 Z TO In 160.7 1124 170.0 OOT 130.4 1424 147.0 963 Ilia 1124 1208 94T 1124 110.6 031 97.3 1124 105.6 015 63.0 1124 966 ON 68.2 1124 B9A 880 69.3 1124 54.3 631 51.0 1124 633 070 r r ` 60 In 100.1 814 111.5 180 90.5 041 943 736 772 d41 82.5 724 844 73.3 712 60.1 644 806 702 64,0 814 GIA 693 45.0 844 642 876 36.6 044 800 566 33.8 644 477 662 O O 061h 89.1 742 91.0 683 743 742 772 652 83.0 742 67.2 841 742 69.0 631 49,8 712 84.1 tl22 44.6 742 40.0 814 37.1 742 440 NO 31.0 742 39.5 690 27.6 742 37.0 604 F� yn O 63114 02.6 608 534 670 62.1 608 83.0 621 14.7 686 460. 813 686 11.4 606 34.0 688 37.3 496 3LJ 880 JIS IB2 20,1 660 29.8 461 223 680 26.0 472 19.6 1100 24.7 46e {t�o{ Is r Ill In 57A 666 65.6 603 46.0 6;15 49.8 495 NS 05 429 467 dib 36.0 460 3Z.D 635 343 473 26.8 663 31,9 i4T 24.0 856 27.1 407 Z4.0 883 24.3 448 164 855 224 442 X 5 120 In 464 478 404 433 SOA 476 39.0 420 324 476 33.7 420K IN W 20A 330 26.7 306 SJO 17.0 283 r f' 7B ANCHOR CAPACITY ADJUSTMENT FORMULA; AncharCaosoltv Table ba ANCHORCAP.�„a, ub•imla: 23K ComnIte 3.Ok OXK. Hd10r OMu F•bd OMU PT falai (DP_)X{ }=ANCHOR GAP.,," 8111 Ek0 114.68Ebo 51WElto 114.88Eko 410610 9128ttsi 01281601 MULLION CAP.-- nchorClip Patt4ma Aratarlypa STSrMao Libman 1J4'EkaURmcm Ultracm 31trEkelRbapm I/rEbetnimm AKmaW a6mcdn AparoWtor Same PM6trm1`M Sam(05) USE THIS FORMULA TOOBTA1NTHE`ANCHOR Edea usuwt(EF r 22127S. 2-MI3.116' 1' 2.10 r 2.117 r 3•1ir r 7.4V0..54• 0.324• CAPACITY REQUIRED`CORRESPONDING TO AN EmbaMad 1.314' 1.314• 1-we VXV r {•114' i-ffi' 1.1141 allP t-UP 1.114' r tStr tsro• tads ACTUAL PRESSURE REQUIREMENT FOR THE ata 040.6•MIn.O.C,ralandmdcrOtfa/tq�UFp,idx s AS 380@0. 450630 690 1 454 2ro9u 250 las Na 7401111 37 Ibe lbs 940 rot 10. 4421 w OPENING,WHENiTISLOWERTHAN7HEMULLION :hat0 WMN.O,Q2BtenGN(ar08/N)COpO'I99' TOOIir 7000• 5W Ms 7110163 952163 WA 6800ri WA 630iDs WA 8601180. WA R2 at OSbOa Ngo as CAPACITY(FROM THE TABLE)OF THE SELECTED :tars@1.IrfuloatStandard(or Mal)Mpft.4 964w 1409 The NA wa WA WA pros WA WA w0. wA NIA t3e3roa 1170 It* 22401w MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AiahDM03'WrLO.0.1(2)205An*C§"I(F45F Mae 760@1 6W to 158011111 f696Ris bi010s 560 We WA 7861110 74811s 6801bs 1882tbs 682 ft 683 If" 1120ga CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchor@ 3•MIIL 0.411 a)215APile glp111019.0k 1170163 1170 The 1020W 2340111* 204411* Oto Rn 8409x WA 1140Ibs 1122[be 13201ba 2038IDS IMOD 132711111 1860910. ADDITIONAL ANCHOR OPTIONS FROM THE arae®0.45'Min,O.C.7 ULtip,Ntv.i26'Alum.Ung.ip WA WA wA WA WA WA WA w0. WA WA WA WA WA WA 1430 ms ANCHOR CAPACITY TABLE. 2Anchd114923b'MIn.O.OJ F42b 070.6.6 350163 350154 2908.1 703 0..1 47011111 NIA 2801110. WA 3161110 WA /IOIb11 WA 3411bs N21d1 880140 PRODUCT REVISED 4 Anchas 1.16•Min.O,OJF•L 8 400 ft 700RM WA WA WA WA 36 I WA WA WA WA WA 6821110. 868106 11206311 as complying with Iho Flodda FOR THE OFFSET CUP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1062, 1000, BcOdim Cods -� r"' -'{ f'" AcocplancelVo 1 -021�,0� p 7�4e 2423 TABLE NOTES: g IRE 1• FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miam a Fro" • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTAU A71ON METHODS. • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `\� 0�j LYNN 454 • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23,HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000" z SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `'% Nu.50706 JRE 6: FIGURE 8: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ^-t'• I U • • • t GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE ;p �x 6 ;`4!� • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE U . ��DIDI 8083 75 AND BEA MINIMUM OF.126'THICK STEEL STUDS TO SEA MINIMUM GRADE 333WD.045' �i r...... • II iI THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ANCHORS -375" -376' i�cOS.r ILE CLIP(FIGURES 6&8 MUST BE USED iN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL-#10 1'X 4'X 376" ` 11 X 4'X.378' 1 �J /o(fin. 71� ANCHORS INTO WOOD MAY BE STEEL,18.8 B.S.OR 410 S.S. 'r-MULLION MULLION A.LYGIMILL12k P.E. FL P.E.#58705 8A � Mullion Capacity 70610 P&M A�i O Sting_ ;th(Ibrvorecs**paming mulioro)or Opening Hetght(for hbdmntal -spaming MGM) ���, 6013 56I 13 741n 0o in 9014 1Wln 1201n 14014 180 in ��¢ 7t R+clalmtdar Trepn W* Rml"ar Tm"sng, RectenquIR TnplMang. R4ctmgtda 1n9ftnf RM+n"r Ting• RatanO9 TmWft-9, R64WVa ftwmang. RaIeflod Tnprmrko. Raotarpo� lta{YOlan9. .A taaft Luang Luang Luang tcadxfg Luang Luang 105049 Luang Luang Luang Luang Luang 1.49440 Luang Luang Luang Luang ;, Jum Aug C RIn 170.0 020 1704 430 170.0 744 1170.0 478 170,0 SO% 170.0 000 170.01 992 1170.0 Ing 170.0 1110 170.0 $21 170.01 12401 170.0 021 170.01 1460 I 170.0 601 .170.01 1735 170.0 521 i61A 1769 170.0 021 i5 to 170.0 706 170.0 621 170.0 030 I 170.0 661 178.0 992 11" $30 170.11 1133 1704 88t 170.0 1275 1704 077 170.0 1417 1170.0 660 164,0 15451 IMM 660 i327 1646 170.0 660 110.1 1045 MLO 880 ' W 02613 1704 747 170.0 563 170.0 590 170.01 631 170.0 1018 170.0 064 170.0 1193 170.0 723 170.0 1340 170.0 747 107.0 1453 170.0 750 139.2 1406 170.0 766 119.3 1485 170.0 766 104.4 1480 170.0 760 � a� co $4 In 170.0 J97 170.0 012 17DA 966 170.0 691 170,0 1t10 170.0 764 170.0 1278 170.0 8W 183,1 1378 170.0 $37 1402 1378 170.0 850 122,3 1378 170.0 091 104.8 1378 170.0 651 91.7 OM 170.0 Bot ID In 170.0 885 1170.0 701 1704 LOW 470.0 797 1664 1106 170.0 670 130.0 1156 INA 930 123.0 116E 168.6 910 It1.2 1156 150.0 912 92.7 1105 t442 W5 70.4 1158 144,0 905 as tim I44A ri!n 17R0 930 1704 745 100.1 1061 1704 560 1312 1051 160.9 862 120.1 1051 142,0 846 105.7 1051 132.3 057 90.1 1051 125.7 530 110.1 1051 110.0 622 062 1051 119.1 821 50,0 1031 119.1 021 ,` 4 III In 107.1 057 170.0 769 139.3 057 161.0 8W 110.4 907 134.0 790 104.4 957 121.0 777 924 057 112.0 707 1 83.0 957 106.0 769 094 967 100.0 760 69.7 957 93.9 1 745 82.2 057 48,0 745 J �L 7214 128.7 864 t3S2 088 107.3 504 116.2 604 OLO 604 101.3 67t 80.4 604 914 660 71.5 504 84.11 530 64A 1504 75.0 843 03A 6M 72.3 633 40.0 604 694 WR 402 8% 69.5 626 X �1 loin 109.4 729 114.4 030 912 TY2 972 618 702 722 86,5 500 $0.4 722 75.7 090 004 722 70.5 860 64.7 722 US 630 46,5 722 00.6 070 30.1 722 56.7 666 34.2 722 662 1 004 TO In 101.2 M3 105A 805 04.4 655 60.0 588 72.3 863 704 377 05,3 603 70.5 606 50,2 005 04,6 NO 60.0 865 80.1 053 422 688 644 443 36.2 805 01.4 057 31A 663 60.7 538 8014 65.9 615 60.0 457 54,9 516 07.5 449 4T.1 610 60.1 441 412 616 44.7 434 30,0 616 4ali 423 33.0 610 37A 422 27.6 Eta 33.1 413 23A 516 30A 407 10.0 510 20.1 404 � N Q C 8@!n 54.3 4S3 564 M11441*3453 47.1 387 30A 433 41.0 301 334 453 30A 355 30.2 433 33.0 379 27.2 461 304 374 22.0 453 284 300 19A 453 244 360 1J.0 453 22.0 350 H co Z G O 108 N 38,1 330 30.0 368 32,0 315 27,2 330 28.4 313 23.0 356 25.2 3M 21,2 358 22,7 3M 10.1 350 20.6 305 104 338 10.0 293 Kiln 33.i 335 SSA 378 90.1 30i 20.1 338 20.1 287 224 318 23.2 293 19.6 336 29.9 209 174 336 19.1 28S ri 1201n VA 290 20.3 290 23,8 260 194 290 204 260 i74 2AD 151 233 16.4 290 18,4 249Ed- G" t+3 W 144 M 16,1 201 16.3 �F-7 88e orCa tcity a!W ANCHOR CAPACITY ADJUSTMENT FORMULA: -SROU3 2,7kom" a6kWK. NMarcMu MOM PT oW Mdd (DP,,,,,)X(�CHORCPJ+., �,, ,I-ANCHOR CAP.,," � 636'010 Ekoutmcal t0 V4'SSEko WirEIMBSE1t0 SID619d Meted 812 SW MULLIONCAP,,,,,,,,,, eehorClpPdmm6 Ant0a1)ya ffitffEkotttmtu vrekalltme6a ufton siratatmlacat urgyp" Oman A99aCdor Scma(W)Sefetr(06) Stfm(05) USE THIS FORMULA TOOBTAIN THE ANCHOR EagSa+taflte6 1' 1 2•vr V 2-112- mfir I v 2-vr 1" 2.vz r Xv ? 0.46• o.ar 0.324 CAPACITY REQUIREWCORRESPONDING TO AN Embetinelt n I W4. I i4f1r I8W- 1.Nr 2.' t-V4' 1.114' 1.1(4' INC 14W 1414. r 1.3+6• 13y0' "Its ACTUAL PRESSURE REQUIREMENT FOR THE men 48476.MR VVBmtda00r 0!161 9t 590 A5 99812 45003 690 tm 16142 275 63 260ta 3644» 748 3T4Ds tm 695s 341 Mn 4aft 660 to OPENING,WHEN IT iS LOWER THAN THE MULLION Cr1a542 lawmkt O,Q i5taxota Oraw)cv(1192): 48009 705050 NfA WA WA NIA 35818 N1A WA NIA WA WA 052 m9 886 m5 rim CAPACITY(FROM THE TABLE)OF THE SELECTED 4MMn 0 31 mh o.C.I W7+DAMbCW10193X 70064 73026 IBE Ins 156D t5 IsomMob+ -M-9 NIA 780im 746 tm 888 me 189280 582117 555 m5 112om6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 'ton O CAV A41n.C.C.11) ,9110.1261 Ak7m.Vj 4) WA WA WA WA NIA RIA WA N1A WA WA WA WA NIA WA 1430 to CAPACITY WHICH MAYBE USED TO QUALIFY 1ArclnrlFC3 6196 19612 1 106 rubs 226 on 44625 622ts 13567 14015 177®5 37012 for to 33212 473 t5 17034 22125 230 to ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchm t.lr Min C.GJF-O 240M 350 to N1A U% NIA NLA 105 fA NIA WA NIA -WA I WA 1 341 to I 40ts 1 56020 ANCHOR CAPACITY TABLE. PRODUCT 1LBVi$ED FOR THE OFFSET CUP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A8 THE STANDARD CLIP. m ODUCTcompt a REVISED �PIbGft building ,&C*"'45Z1S.03 3URE 1: FIGURE 2: TABLE NOTES: 1 1.250"«{ Accoptuce No • • • irmlon thtc r?bZi ONLOADING.SEE SHEETS 2.4 FOR GENERALST41 SEE SHEET I FOR INSTRUCTIONS ON USING THEALLATION METH DSTABLES ANDT 26 FOR lNfORMATION BY ONo cl L11111r1/ OURS3 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTH$IS ALLOWABLE, ``\ Q`���+13!6//x! ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'188" ti����•''�iCENSFP CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t�r BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.58705 IN PAIRS. .285" 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND a / iGURE4 FIGURE 5: FIGURE 8 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C 80.WOOD SHALL ---�-] BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE S . 8053-T6 AND BEAMINIMUMOF.125•THICK.STEEL SUDS TO BEAMINIMUMGRADE33AND c�. p(OR30H,: �C�Y • • 045`THICK(16 GAUGE),STRUCTURAL STEEL TO BE AT LEAST.I25'THICK AND AX ALL 1.26'X 3.i88'X.265"MULLION \ i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1/4'VF MULLION) �.,Sc��N�,Y #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.lY1 EfN MlLL��2 P.E. FL P.E.#58705 1 8A � Mul09n CaMolly Table IbaMl Op#nlnliNdth(lbrvelac@W4pordllpmtdiotl6)or0 onto N#itlht(76rtwo rlttt)h6p6tnlognaores) r < 60N so Ile 70 In I Soln soh loop . 129h Main 160h 11,41 Nwtn9u)u TopT1n0 Ra61np14er T"w1 w Rectnouler TnpRdmq. ftwqubr 7FtWRiflg, Roolanallu Tr4ptm41tp, R�ctmlpdar Tnpm4vy Ft WM*l TrapRde , Ratm,q,4r Tnpntn0 Reetanpdar25 Load n9 taadn0 tooft t"fto Lo�np Lsa49>o L"v LwAkv 109" L."" Looft L"ft I"" Lo.da9 IAWtw L-ft NZ 'O � Ila � Iv m r m 170.0 am Im.0 476 170.0 744 Iffia.01 416 170.0 110.0 6011 1m0 I M 570.0 6111 570.0 Me 170.0 all 1613 1113 170.01 521 1127.1 lite 1740 621 500.6 1510 170.0 sYl 966 4118 170.0 621 OJ h 170.0 700 570.0 514 170.0 530 570.0 684 587.E via 110.0 1130 If0.1 070 110,4 861 130.4 918 170.0 611 117.3 919 170.0 all 97.5 970 Vale e80 We 970 170.0 660 713 070 110.0 Seo J am 570.0 747 170.0 653 110.0 am 570.0 031 160.7 on 174.0 684 131.0 927 500.6 700 117.2.021 169.1 609 1016 021 160.3 699 07.0 921 160.3 896 76A 927 t6a3 496 619 027 166.3 685 a Cn fi 570.0 701 170.01 612 164.9 060 170,0 901 532.0 669 t53.9 655 1549 869 141.4 688 103.0 089 1310 690 02.7 ae9 529.8 454 77.3 aa9 1296 0.62 $03 a89 129.1 682 571 689 5280 852 N 143.1 Me t83A 934 110.4 740 132.3 6m 102.3 740 117.0 1156 676 748 107,4 599 78.6 740 101.0 692 11.6 745 95.5 667 59.7 746 93.3 6'83 $12 740 00.3 503 449 748 913 651 N 123,7 all 132.0 are 107.1 917 1182 1166 654 6n 100.4 555 71.3 1177 91,4 60 68.7 511 902 539 0t.9 877 at.0 634 St.e 677 77.0 em 44.2 477 78.7 6m 38.7 on 757 am h IOTA 917 114.1 530 8113 611 979 629 75.1 617 80.3 609 673 677 1e.3 am 618 air 724 494 83.6 637 647 489 44.6 $17 44.4 463 344 017 63.7 482 339 all 017 452 In 020 618 81.1 •450 80.1 all 74.2 440 69.2 010 063 432 31.8 ale 680 426 40.1 ale 54.2 419 41A ate 50.7 414 34,0 510 450 406 290 ate 45.0 406 25.0 510 440 ASS .N 700 406 717 400 air 405 ou 398 503 485 64.9 390 44.1 445 40.4 384 30.2 ASS 453 310 33.1 ASS 47.2 374 20.4 405 348 307 232 48S 3" 384 22.4 485 302 383 Z 1N 65.11 441 a80 381 618 441 87,1 970 all 441 We 372 40.8 441 ASA 306 352 441 41.0 360 ate 441 30.7 350 27.2 41 94.9 349 13.3 415 35.1 718 m,1 441 327 315 = .=i$, � 7 1N 42.4 332 406 m6 344 $ 32 87.0 289 30.3 337 32.3 284 10.6 332 260 200 230 332 241 270 21.2 332 24.1 272 17,7 332 213 266 152 532 t9.8 293 113 332 157 280 1. CI Ile 33.0 251 36.0 me 241 mt 30.3 256 26.0 295 111.7 20.2 21,4 395 ?3.84141 %0 197 113 264 170 245 50.3 245 149 mt 17.1 236 57.6 201 546 271 r ted, O Bh VA 230 251 208 278 230 21.1 200 17.5 230 153 m1 15.4 250 152 1 N 729 216 211 191 150 210 59,4 184 142 218 i0.a lei 14.1 250 UA In Oh 57.9 151 592 fm 14A 187 76.3 ter X X 4 O O �6rn5 9B AnchorCa Gal 8la Table ANCHOR CAPACITY ADJUSTMENT FORMULA: �a4 alb4lm11. Y.7a CmgrolS 3.0 Cmc. Koftw cmu FIMOW PTYAwd 84141ANCHORR CAP.,,,",,, (OP,,,)X� •"�'}r+ANCHOR CAP„„ Ntr Eke NtbEkolJlhaom It4'Ew6mt6wm 114'Sa U09 Nie'Ewe 1/4.68 UN ►10$leel H2 Steel 912 Staid MULLION CAP.--) ", mchorClip Pattem6 Ane60r7yP►. Nth Qwunmsm 5t4'EacatAtt95af mem • AWIGatcr uw6con AQpn50m64 Somw(Ge)Solrwm ecn6,l05I USE THIS FORMULA TOOBTAIN THE ANCHOR Ed9eoatetxa 9nz r 2.117 1' 2.117 &1/6• 11 2-t17 t' 2.117 T 3.116• r R0.48. 0.54• 0.324" CAPACITY REQUIRED"CORRESPONDINGTO AN San• lata• 1414• IJY4' r 1.514' i-11V 1-v4• 5.174' 1.14' 1.114• r t4N wia ACTUAL PRESSURE REQUIREMENT FOR THE 300 ws 300@8 450be WOIb4 1644@6 27am4 230 3341 740 Its 3/4wa am Ills 901611 4421 to OPENING,WHEN IT IS LOWERTHAN THE MULLION 1.16'S C,0.t 512r0rd(or W14e9 ab(Ro• 400 ba 703 ws WA WA N7A wA 380 me WA WA WA WA w0. 693@9 Itm 169 CAPACITY(FROM THE TABLE)OF THE 9ELECTEO xh0ra�3Mn.oara)Y46An9ba6stSFgsk loom. 700160. 110.070, 1660103 1696 w9 114004 swws wA leo la, 4'46706 ee0wa 10206 60.3164 rmlw MULLfON.ITWILJYIELDAMINIMUMANCHOR vhm3 a w 69n.O.C.t u47q,Nt5,5o6rA6mI,(F711.4k WA WA WA wA RVA WA WA WA WA WA WA WA WA 030 bs CAPACITY WHICH MAY BE USED TO QUALIFY tAn5h6rlF�(Fq.9k 190M 195169 2m IW 4406* 02210. 1331M 140 ale 171 Ore 3701ba 16/04 932 me 41316 2211be leo b5 ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancb6n i.IV Mia O.0.t F411p fle.ti• 240 hs 350704 WA Nei WA WA 190708 WA NIA WA WA wA 442168 1 50111113, ANCHOR CAPACITY TABLE. PRO}DUCr REVISED a+complyingy with Ow plbdb BolldinpOoda 02.164'0 GURE1'. FIGURE 2'. Aee69mclrmi, �! SABLE NOTES: 1.260" • r • • . ` 1)SEE SHEET iFOR INSTRUCTIONS ONUSING THE TABLES AND SHEET 25FOR INFORMATION By ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, MI prodad II iGURE 3 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE, `\�`0�.(LYNN 9)MULLION AND MULLION CLiP$SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 " Ns,t ANGLE 1/5 ,t '•. SS r CLiP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 2123.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, w 7i No.58705 IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-PILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL •100" •O . 1GURE 4: FIGURE 6: FIGURE 8; BE PRESSURE-TREATED YELLOW SOUTHERN PiNE WITH AN SG OF 0.05.ALUMINUM SHALL BE SIX ul:~ lCt, • • 8083•T6AN iBEAMINIUM OF.100"THICK.STEEL STUDS TOBEA MINIMUM GRADE 33AND � .�a .'1 fLOR50?••'�{��` 04V THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38,ALL 725"X 3.28'X.100'0 + \` i • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION y �Vr IUN,^k•Y +`� • #50 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.OfIQMILLIe ,P.E. FL P.E.#68705 JDA Midllon Coldly Tebk QpsM OpsningWdth(torvedlcal"pemirgmigons)orOpenlnp Helpht(forlwdwnta"p6mirg mUMm) #N 60 In win 76111 1 606 906 I lash 11206 1406 ISO In 0{ o 25 Rectsg- 7t3pmU4 Rndavow 7}4pAderg. R7dfflgAl r TtepTdvV. ReelupuW Tm#mff p. RtcunOrVr Topmog.I Reewswr I TtWrkp. Redrgubr Tteplydt00. Ridenoft TrwTdra, Reclsgda Top Tdag. y I Looms L"an to■" Looms Lowing I-av Looms Leang twe0g L0s&y Looms t-ft LOtd'urp toe6n/ toM11g W&rg Looms tOW6g � lbs '� '�., '�... 'f '4.. '` '�.. '� ... '� `ri- '8 '9.. 1a fa F gd F8 F F8 i 41 F F 20 In 170.0 620 170.0 435 170.0 744 170.0 470 710.0 060 170.0 605 170.0 602 170.0 619 110.0 1315 710.0 621 170.0 1240 110.0 621 170.0 1408 110.0 621 170.0 1735 170.0 621 170.0 0113 40.0 621 in LU 170.0 706 170.0 624 170.0 050 170.0 504 770.0 092 170.0 630 170.0 7433 two 661 i70.0 9276 40.0677I 170.0 Hit IT" Sao 770.0 1700 970.0 600 t61T 1979 570.0 600 NAS 1570 1IO.tl 500 %6 770.0 747 S10A W3 170.0 i9s 110.0 631 170.0 1045 170.0 604 170.0 1105 170A 723 40.0 1345 110.0 747 770.0 1494 170.0 766 170.0 1193 110.01 160 162b 1117 110.0 766 133.6 1071 170.0 766 ,� 0" 411 .In 1TO.0 117 170.0 612 1704 956 110,0 651 110.0 ills 170.0 764 170.0 1276 1 MA 60 iT0.0 1434 170.01 137 170.0 1554 170.0 958 i60A 1761 170.01 661 134.1 tr60 110.0 061 117.3 IT61 170.0 at )in 170.0 006 170.0 701 770.0 No Ma 797 170.0 7240 170.0 079 4M Nil 470.0 944 t67.t 1611 110.0 996 145.0 1611 1104 1033 1201 1614 IMM I 1063 103.6 1511 170-0 1061 00.8 1611 IAO INS !In 40.0 930 170.0 A5 110.0 1118 110.0 060 110.0 1302 110.0 HO IS&$ 1310 170.0 1016 139.2 1371 170.0 1078 125.3 1310 164.0 1002 104.4 UTO 165.9 1072 69.5 1370 1653 1070 783 tits 1653 1010 g �j 46 110.0 974 1704 709 170.0 1169 170.0 003 155.8 1240 170.0 1002 1362 1240 160.0 1013 131.1 1244 147.1 1000 105.9 1248 139.0 905 904 1240 130A 970 71.8 6246 129.0 676 60.1 7240 125.0 976 Z t10 157.1 tM9 170,0 670 1694 7049 760.2 OYt 149.9 SW11 172.1 073 1043 1049 ti9.1 SO $32 1049 101,7 $45 83.0 104! 102.7 076 69.9 1049 943 825 69.5 1049 912 020 62A 1049 01.1 020 11n 142.1 941 149.1 122 1164 941 =A 105 101.0 041 1112 791 932 041 100,0 777 713 pit 01.7 760 76.4 911 OSS 767 694 941 7J.6, 744 b1.1 911 144 737 144 941 73.3 730 � � Z 110 1320 194 137.0 703 1110.0 094 116.91 161 1 94.3 094 102A 763 02.5 194 111.0 140 133 194 84.1 730 040 094 103 721 640 004 10,7 707 41.1 094 67.0 707 413 IN W.1 690 Cln 15.9 579 01.1 696 71.6 611 743 695 ISA 671 66.3 676 53.7 671 642 696 47.7 Sit 62.9 656 43.0 Sri 404 657 360 671 41.1 635 30.7 671 39.7 531 26.9 671 37.9 628 113 70.0 690 72.0 527 69,0 690 GIA 611 60.6 690 634 609 44.3 690 47.6 602 393 00 434 494 35.4 590 39.0 411 216 610 34.7 417 26.3 690 31.6 465 22.1 650 20.0 454 X a 15 In 45.7 488 60.0 421 414 461 424 414 35.6 188 77.1 409 91T 498 929 402 211.0 468 29.7 398 24.9 IW 27,11 391 20.7 460 236 362 473 466 212 316 Nd 456 19.$ 310 Tn to pi ik0 ISin 46.9 441 40.7 400 302 441 393 347 32d 441 34,1 387 266 441 302 302 26A 441 27.2 376 229 441 24.9 372 141 441 21.6 983 ACA 411 193 959 113 Nt 17.1 351 � M rrXh c3 10 In 703 371 353 311 903 311 314 339 25.9 1 3" 241 334 22.7 370 23,1 320 20.1 376 213 326 M 378 1.19.5 1 321 15.1 370 10.7 314 X y NIn 21.0 262 21.2 242 126 262 Me 235 154 1 262 id.3 230 Q ,00 c OB ANCHOR CAPACITY ADJUSTMENT FORMULA: A An4shorCspaetfir Tsbts Ob$ ANCHOR CAP.., '7 Stfttrft .7k O30Crde 13k cmc. aw4gdu F.0IeOCMU PiWo00 Meld (OP,W)Xt }wANCHORCAP.p, 1218 iEiw vi'ss Eco wr Eko v4.89E1to rw$les M12S7ftl M2810.1 MULLION CAP,„,,,,,,,. �nehor08pPettoms AnC07Tjp0 3ItPHcOulmcm voacouneem ummon 9ttvvtovlrmm v4">kou5raton or ukrum AppreOda 6trea(o5)ecrew(GR 6ctevpa) USE THIS FORMULA TOOBTAIN THE'ANCHOR MUlltarce9 11 2 vz r 2-v2 3•va t• 2112' 1" 2-vs 2• 3•4W ? CAP O.W O.s24" CAPACITY REQUIRED"CORRESPONDING TO AN ANOR 14114•. 1.114' 7-74" tale` 2' 1.114• t-v4' t.w' 1-v4' I'lle vlw x taro• t-Ie• win ACTUAL PRESSURE REQUIREMENT FOR THE rklnl/g4.T6'MIrtO.C.f Sraras0a00set Q11 th 300 IM 456103 880031 t641 Me 27023 2e0Os 364015 T40101 Noon 681 Us NOW Si W, 421Ca 6F OPENING,WHEN IT IS LOWER THAN THE MULLION CM7®7.76'MIA O.C.16134M orO40el)Cli0F7027 460M 70095 NIA WA NIA NfA SBO W9 NIA WA NIA WA WA 662109 68500 7520/41 CAPACITY(FROM THE TABLE)OF THE SELECTED dArktwR gB•M1R.O.C.707)246ArpbCipit 0.91 S-03 -Ta-DRS 690103 1060169 MIN 64023 6171 ke NIA 7601c3 743 to 11110 Its 19ar 2e Sall Ins DOW 712020 MULLION,IT WILL YIELD A MINI MUM ANCHOR R 00,64'MOL O,C.I U ,mw.100'MITI. 4 NIA WA WA WA NIA NIA WA NIA WA WA WA WA NIA WA 050 f3$ CAPACITY WHICH MAY BE USED TO QUALIFY lAref4Kl 9.bz 105 Ml 1052e 22523 44525 32229 133W3 140134 177 to 3101te ISMS a121m 63 Me 170153 22128 26029 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnthOR 401.15'MIR O.CJ F-C 24D D3 55020 WA WA WA NIA 16061 N/A WA NIA WA WA 341103 442 to 586W ANCHOR CAPACITY TABLE, PRODUCT RByfSBD m COmplyin3 with the Flmfids IlaudingCada ' •b41t+"bj CURE 1: _ FIGURE 2 Atupinoa"No TABLE NOTES: t- -Lit F2'hslI_ • • ` 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION DY ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MI rro 1111111fI 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��� �{LYNN411( 1111 .......... l / ~� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.2ytCENS '•.F� CLIP E 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. r'i: NO.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND [ / GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•80.WOOD SHALL 1GURE 4: FIGURE 6: FIGURE 8: 8E PRESSURE-TREATF3S YELLOW SOUTHERN PINE WITEL AN SO 4F 0.66.ALUMINUM SWtU.BE6083•T6ANDBEAMINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND :�r� �CUR10�.• (� ! • 046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEA8T.126'THiCKAND A38.ALL � ,s ,••....• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26"X 326"X.623• /�J BONN.. ! 610 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION AL�fNNiIll lvtiL�R,P.E. FL P.E.#68705 IIA p Mullion CIIPNC y Table Oblim Opelltnp Wdlh(bryedicaly spemtnO mt0918)or0pmtng H9lpht(brhodwtts"pamit g mitgons) 6610 8011 716 6 906 4906 1206 }106 160111 n RKUrgulr Trepmipg. R1d4�{r TrupONonp. R9ctenwor Tr4WIdea9. Reclmp0IF 1110rdene, Red■a9Aat TPA den Req ti Tnp?dmp. 1bq O 91 Loe6op L.Wlpi7 tooft Io4dmp Lading L-ft taednp Lowne tuft Lcrtnp Lae9�n9 t4edig teou Tnp�g. Regsnpd41 �� "Zuaq 71Lwf. FsY4 tbt E $. $ fir_ B t lea f le .911 it oil a I I I I In 110.9 620 170.01 134 1170.0 744 170.0 {18 1170.0 ebe I 170.0 boy 110.0 8!2 170,0 S19 110.0 tits 110.0 1 521 110.0 1240 170.0 621 170.0 1475 tT0.0 621 110.0 1136 170.0 621 170.0 1983 110.0 621 in 1780 700 170.0 524 Inc 550 570.0 but 1170.0 992 170.0 630 vu 1131 170.0 661 110.0 1216 1700 a? 1102 /4/T 171.0 656 170.0 1700 110.0 650 110-0 1953 570.0 650 170.0 2267 tram 680 166 170.0 747 170.0 Ism 1700 me 170.0 631 110.0 IN8 110.0 684 110.11 lits 170.0 723 170A 1316 170.0 1 147 00.0 1491 110.0 768 170.0 1793 170.0 766 179.0 2092 170.0 769 pat 2391 170.0 766 `��, Q,' co In 170.0 797 170.0 619 170.0 956 170.0 091 170.0 it16 170.01 764 170.4 1276 10.0 103 170.0 t434 170,71 037 170.0 1694 170.0 1 ass Inc 1919 170.0 601 110.0 4217 110A Mi 160.2 2403 170.0 bei Ude � O L- AOA ass 170.0 101 170.0 Ila 170.0 791 170.0 4240 170.0 I al 1170 1417 Me 944 170.0 1594 1700 1 999 NDA 1111 179.0 1033 1111 2125 170.0 10.83 1483 2163 170A 1963 12.00 2163 110.0 1063 In 270.0 030 Me 746 TNA 1116 170.0 660 110.9 1702 170.0 010 S70A 1488 119.0 1015 170.0 1573 170-01 1876 110.0 1559 110.0 1122 1669 2060 170.0 7169 134.5 2040 110.0 1111 117.7 2060 170.0 1171 ,� J In 170.0 924 170.0 769 170.0 1169 170.0 003 1709 1354 10.0 2002 170-0 1556 1 iTO.4ION 170.0 1753 110.0 1165 110.0 1548 170.0 1210 1430 1968 170.0 7275 1225 1945 170.0 1286 1012 1409 170.0 veli Z :in 114.0 1061 170.0 178 170.0 176 171.0 5019 10.0 1458 240.9 1125 170.0 1700 470.0 1728 564.1 1734 170.0 615 15.7 173! S68A 1365 5158 1736 4539 1354 S3.t 1134 }601 152 48.7 1734 1602 1354 a Iln 110.0 1122 10.0 D31 111A 1348 110.0 iM 158.5 1566 170,0 1208 141A 1566 165.2 1215 131.1 2656 151.5 1265 12T.1 1656 1419 1251 99.3 1556 129.3 1225 54.2 1555 1273 vl9 13.7 1551 121.2 1215 a 555 Z 1111 170.0 1181 170.0 9B7 170,0 1351 170.0 1118 165.9 4477 158.3 1215 198.0 1477 162,0 1424 AL2 tilt 538.1 12015 109.1 2477 MIS rib! 90.9 1477 115.9 1169 TT.9 1477 1100 1158 682 1417 1053 1154 )in 1420 1130 use 986 1184 11101 123.21 960 1101.6 1110 1074 851 US 1110 We 938 70.9 the 626 022 71.0 1110 80.7 910 692 1110 71.3 891 60.7 1110 654 878 44A 1110 52.7 070 1111 117,0 016 1203 574 97.6 916 101b 666 I iim 976 993 612 732 975 76,5 128 15.0 976 714 017 61.6 ITS 55A 107 411 970 67A 719 41.6 916 62.3 776 36.6 975 49.3 101 �1G Sin 922 TIt 64.4 698 50b ITS 70.7 165 61.7 Til 6L3 874 611 771 61.3 65{ 461 711 {9.0 665 41.1 772 244 647 Si.3 171 729 !00 21A 771 3" 621 25.T 771 32A Sig s6•p iS O 1111 76.7 730 77.7 661 63.1 730 651 860 64.1 730 683 610 173 770 49.1 631 421 730 46.0 622 37.1 730 41.1 614 31.5 730 35.6 21,0 730 3t4 689 23.7 730 291 691 � t•/JJ 3 01n 69.9 62A $IA SO 494 624 61.2 560 428 624 44.3 652 37.6 674 39,2 524 313 624 353 537 30.0 624 322 631 26.0 524 27.1 21.4 674 24.8 509 18.7 C44 22,5 601 4111 SRT 133 lb.t 400 2R0 433 794 395 124.8 433 1 261 390 $1.T 433 22.4 355 193 437 201 391 123 433 112 370 Q Q 0 O i i i8 ANCHOR CAPACITY ADJUSTMENT FORMULA: An1hOrC!59RyTible(lb9 Sumtmt0 Z7x Gtnm3e am cm, omcm t•7IODCMU PTWOm metd f.ANCHOR GAP..s -ANCHOR CAP._ ,.... � �•"7 7 (DP,,)X% } ochorCOp Pd81m9 AntlK77yp5 3 t6'13t612t1Cm vc biceu2 tam b!9'EleO U4.86F]CO 6116'FJtO 1!1'69gm 9106YW .0251424 4M28tad MULLIONCAP,.�,u„• ur acm 9 is acaiBrsm v4 Ek0U819cm A9tYe0� ttrtnxm Aio�Q Sm(05)Stmt(Ob} sum(cm USE THIS FORMULA TO OBTAIN THE'ANCHOR e 1141741 1• 2•vr 11 1 2.01' SNS r 2.42 1' 2.112 r 349' z 5AW 1154• 0320 CAPACITY REQUIRED•CORRESPONDING TO AN IEmbmtlenl 1114• 1411• 1-74• 1441 r 1.44• INC RNP 2-vt 1414• i•N4• 2 11+9• 1475' wta9 ACTUAL PRESSURE REQUIREMENT FOR THE ncllols Q 7 Mlrt O.C.7 9(141080 4r 4 1 390 D4 39650 46010 fD0 ea i 911 9 111 285 b6 Me 740159 374 eis ibs 94a Ins 341103 442112 --60-6 OPENING,WHEN IT IS LOWER THAN THE MULLION tbor9491.16MaO,atetmsullWO4il CPO Ole2Y 400f10 700111 NA WA Nu Nu 390 NIA WA NIA -WA WA w2m9 60610 212519 CAPACITY(FROM THE TABLE)OF THE SELECTED /MCMrs 673'M6.O.11MMA1p10C1p O" 5601 780911 700 foo 690 b9 15W Rin ION Ins 540919 0 Nu 760103 t45Ds BFp tb4 160280 SB250 805109 212D00 MULLION,IT WILL YIELD A MINIMUM ANCHOR 4cro+e�a,at•M6.o.a.1v450,6to.latAwm aY Nu WA 114.0 wA Nu Nu WA tum Nu Nu wA wAI wA VA 126719 CAPACITY WHICH MAY BEUSED TOQUALIFY 1 NOW(FC P. 190103 195 roe ZZ D9 4A6Wa 672101 13514 140t4 SITan; 310109 I 1D7 Ins 93400 47315 1701! 24116 sea D3 ADDITIONAL ANCHOR OPTIONS FROM THE 2An1hD19 t.18'Mtn O.ClF 240 to 3rD Im WA 117.0 NIA -NIA 196100 WA WA WA WA t4+A Sit an 4421 660 to ANcfioRrAPAciTYTABLE. PRODUCT REVISED as mmplyilla with the 11101)49 SURE 1: IGURE 2. 1,260• Building Cod*• • • 0*3 TABLE NOTES: Acxplance1 0 WO'02� Bxpi 'BoDato 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 23 FOR INFORMATION ly ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mf DOdetrodlxl' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WiDTHS IS ALLOWABLE, GURE3 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR BIACT DIMENSIONS,SEE 3.14* �� ��.'�,�CENSg'•;�� ��� 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. No.56705 >: iN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND IGURE 4: FIGURE 6- FIGURE 8 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL y BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56,ALUMINUM SHALL BE L '0 8 : I2A Mullion Capacity Table Ibafllt Opentng/Ntd@7(rorlsraca*sparuin mLOons)9rOpentnUHalght(forhrs7117371tattVaMrgmtiltxts) 60 in 901" To in so In pain 100111 1201n 140 In Iso to CClulee RMUngular I Tr•WiNvv fUc4rp W TIsWMt* Recta War TfWfflw% R•cin•Wrdanp. matmpdar Tt wm&-U. Radmpim I Tro914101. Rmt e"I Till"Itna. Retbrwar I 11.9111two Rasta W., lWWRI•n9 4 ,26 LO*ft Us" 11-09 �q{L-" ww" 11.04.14 104.119 LOU" L"ft 11 Lmfng w tO L-411; yy§Lftft y¢DLAWAII! LOiMQ Loedn9 to" I""0 �12!n tel O: 5i 2 8 Zi $ g S@ d dg d d tt N B m Yin 170.0 620 iT0.0 4113 110.0 744 170-01 478 770.0 1 680 110.0 we 170.0 992 i7o.01 SID 170.0 1116 170.0 1 621 170.0 1240 TYRA 1 521 170.0 14NIL170.01 529 770.0 7733 1170.01 521 170.0 1963 1704 521 � 027 tM0 700 iTCA 624 170.0 630 179.0 364 170.0 0.71 170.0 630 170.0 1133 170.0 601 17AO 1276 1110 OT7 170.0 1417 170.0 ON 170.0 1700 170.0 660 170.0 1063 110.0 680 170.0 2207 170.0 860 8251n 176.0 747 170.0 6&1 170.0 836 170.0 831 170.0 104 1704 064 170.0 1195 170.0 723 770.0 1340 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 766 170.0 2022 CTO.D 758 170.0 2321 170.0 740 Ix CO) Rin 170.0 TV 1TO.0 612 170.0 968 11700 Sol. 170.0 1116 710.0 754 170.0 7275 170.0 603 1TOA 1434 170.0 037 170.0 1694 7"0.0 356 170.0 1613 1794 661 1704 2231 170.0 661 5710 2850 STOA Set w 4111 170,0 ae8 170.0 701 Me 1083 1704 795 770.0 1240 1700 870 170.0 1417 17&4 944 170.0 1504 IT" 009 ITOA 1771 170.0 7073 IrDA 2126 170.0 low 110,0 2479 170.0 1003 180.5 2560 170.0 1063 w IMM 930 170.0 745 170.0 7116 170.0 850 170.0 13C 1700 240 170.0 1408 170.0 1010 INA 1813 170,0 1070 170.0 1668 170.0 1122 170.0 2731 170.0 1169 105,7 2653 170.0 1171 145,9 2833 170.0 lilt tttttttDDDDDDD J 16in 170,0 974 170.0 784 1170.0 1160 17&0 903 170.0 1384 1740 1002 170.0 1558 170.0 Coal 170.0 1763 170.0 1153 170.0 t946 170.0 t2f0 176,0 2330 110.0 12M 161.9 2437 11784 1286 432.0 2437 170.0 11286 We 1704 1063 179,4 878 170.0 IV$ IT&O 5009 770.0 1480 170.0 1126 170.0 1700 170.0 1224 170.0 1913 170.0 1315 170.0 2125 IT0,0 1387 1484 2104 170.0 1488 124.0 2154 170.0 1629 1092 2184 iT0.0 1&10 Z 1617 170.0 1122 170.0 237 110.0 111/0 170.0 1080 170.0 1570 170,0 1209 170.0 `1794 170.0 I= 78&1 1960 170.0 1421 146.0, 1980 170.0 1506 12&8 1960 101A 1619 10&1 1060 154.0 1535 924 i960 7527 153t � W Fa 170.0 1181 170.0 257 170.0 1361 770.0 1110 17&0 '16111 170.0 1260 170.0 1542 470.0 1369 11527 INC 170.0 t4T4 137.4 1881 IM&IIf43 7681 Said 1473 90.2 1061 130.0 11459 S&9 1841 137.8 J454 � fL Z V7 r Dain 17&4 1324 770.4 !110 1140.1 1348 16&0 1219 127.0 1390 130.0 11911 f1U0 13861121.3 1179 994 1325 1102 1192 69.5 11198 107.6 1708 894 1122 034 1398 227 1103 0&9 13111 184 1099 G o0in 147.0 1x19 151.8 1095 122.0 /222 127.4 1079 10&3 127.0 1112 1081 02. 7229 90.9 10H 61.9 1222 68.9 1020 13,7 1729 624 12x9 722 993 8Z7 1229 66,9 277 40.1 1220 5Z,1 007 q� Oein t03A 071 10&8 877 95.3 971 89A 682 744 077 712 849 64,7 971 084 937 57.5 271 VIA 020 at.d 971 564 071 49.0 TO 37.0 971 44.0 771 324 971 40.0 771 t~A U�"!� �� a 111111 95A 010 07.3 872 IRA ON 814 410 60.1 Of9 704 We 59 19 824 794 63.0 919 66.7 704 47.7 019 81.0 919 44,6 706 114.1 210 402 742 29.5 210 31,1 732 �120111 78.6 780 TB•0 716 Ote 766 04.6 7011 6E0 780 8&e 696 472 788 404 066 414 708 NA 077 117.7 IN 404 700 E49 653 270 768 314 941 234 7811 284 6111 �d144 in 417 549 442 604 36.4 640 374 498 372 50 31.0 481 213 648 2&2 435 24.E 846 203 {10 2Le 446 22.9 545 184 484 SSA 646 172 483 13] 646 1&5 448 V x Q � 1 =128 ANCHOR CAPACITY ADJUSTMENT FORMULA: O MchorCa .I 1Yb18 a w (ANCHOR CAP„e,••\� � €a ma ar9avdta 2.7KtXtferta ae7cax. mowfxtu 1:o6acMu PTWOW Mad (DP )X J ANCHOR CAP. Afttirorlype 3H6'EICp UElatpa UPEkOUatiman NIVFJt 3118`EIc0lIIlrBce7 Ur EkOUMmcon 11188 Ekp&16'Eta Ifr 58 Elt0 6108ted 111281061 1112 Steel MULLION CAP.r�.,,.. nchorClipPattamr It U.0 Agp80ator UMntm A)gtetWeer Scmv(05)ermw(OS) Bcrewi" USE THIS FORMULA TO OBTAIN THE'ANCHOR Eopolomlin) i' 2-vr r zvr 3`1114 r 2-lir r 1 2-10 x 3.10 x a" &6r 9a2r CAPACITY REQUIRED*CORRESPONDING TO AN E7nteme a tafr S4R W4' 1441' r I-V4' IWO 10!4* t-v4' 1414• 1-114' x 1418' 1410 vain AGI PRESSURE REQUIREMENT FOR THE ton78475'MR.B.C.I sleme8ort7pMCID97918 pea765 390100 450 In im 164to 270671 260107 351 IN 740105 -3714 to- let M9 IN 7111 341117 44289 510 101 OPENING,WHEN IT IS LOWER THAN THE MULLION at=0 8E4 Mktoo.7atO706N(o7W3ei01} s 740fa 7-0 to waft 14M Re MN ft WA bw to WA W51ts WA 06Dm WA f332f7 am 112ow CAPACITY(FROM THE TABLE)OF THE SELECTED tilp7 MAE M770A1816f167N.r'm 0 0194 No 117 050 Too fa 1048101 NIA WA 705107 NIA 7021[• NIA WA WA 1022101 1927 Qp 18811 a0 MULLION.IT WILL YIELD AMINIMUM ANCHOR 4AMnm 49 W Met O.C.7 214.07018 r 9 Tab 1111 56Df3 `150100 169517 Det 5011 WA 760155 74007 880 As 1802147 68214 ee5108 11911110 CAPACITY WHICH MAY BE USED TO QUALIFY 6Amhm 3'Mln 0.C3 210 100691!9596) 11To{m 1170101 102D 107 2340IRS 2644 M>9 a 84D 10n WA mo7t5 112217 t8201tt4 2894121 =21m IJ27f3 1660106 ADDRIONALANCHOR OPTIONS FROM THE ctcna1.34,mmo.0.7UC intome,Ahm WA WA NCA WA NIA NIA WA WA WA NIA WA WA WA WA 072 ANCHOR CAPACITY TABLE le"00.64•Met.0.WU•Ca•8M•I2&-Aleft 0 NIA WA WA WA WA NIA WA WA WA WA WA WA NIA WA 21 113 PRODUCT REVISED 2AAtton@2ti8'Mirt O.CJP 370 ff 270 R8 315f0 743 Me 7`121(6 WA 20D ItS WA 340100 NIA 44D Its WA 34195 442116 560!91 oscomPlyl with dw Flo" '3Atck-01,7rM10.0.41Fi3 .1 443117 82505 979103 978103 NIA NIA 3WKa WA JDDnB NIA WA WA 5171110 664103 IW4a6 BuftdmBCode FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acceptance o'O 2)$'05 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 4011 RE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2000, By • • • • • • TABLE NOTES; liam 0 product tt111fllFrr7 • • 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING,SEE SHEETS 24 FOR • • • • • GENERAL INSTALLATION METHODS. \���SrCO�., MAl(� c �10ENSS '•,Q r IRE 6: FIGURE 0: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE.3)MULLION AND • • • • 21-23.HOLES TO BE DRILLED IN 260• 4.004' rt too.(18705 N CLIPS SHOWN E NOT TO CALE,FOR CT DIMENSIONS,SEE • • THE FIELD FOLLOWING DDIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOWS S SGGESTED,APPROXIMATE HOLE 0' yA"��� 4' ( 1110 IURE7: FIGURE 8: FIGURE 8: FIGURE 10 %(� 37117E OF ��flss ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 307 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT r� •.Ff.OR1UF••'�j`ti� t• LU. • (FIGURES 5&8) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65 * MUST BE USED ALUMINUM SHALL HE 6063-TB AND BEA MINIMUM OF,126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046•THICK(18 2•X4'X.25'MULU% IN PAIRS, GAUGE)STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW I I I 71 THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL, S.S.OR 410 B.S. A.CYi�3�THIS R,P.E. • •• • FL P.E.#50706 Mullion Capitally Tabi9 Obvej 0 fly+ Opining Width(forwitIca*sparriq and3ons)orOpantn0H•Tpht(1orhOtt7Ar fpspaWrgminom) I-lit80in 601n 701n 801n DOin 10041 12DIn 1401n 1601n fR-114niplirThIAMW4 F*Wgdor TMMvsp. R4otngl*r RWRIM9 R•tUniMar TeprMvo RninTttgV pdr ifta g. Roel-clow rp.TOWdo Rmtaowft lhpMuv, R$CtgrW*r TNPRdap, Rsot•guf•• T7aHMetp. 20 Los" L�0 Looft Lwano UAidtg Loft Willits 104460 Losaap Lwdnp Loaft Lo xv wft LaadrlO ua trtj Loft I.oaits g a all z � m lin 170.0 620 170.0 435 170.0 704 170.0 478 IT40 668 1170,01 606 170,0 092 170.0 1 819 170.0 Hilt 1170.01 821 t704 12101170.01 521 170.0 1486 170.0 521 170.0 1735 470.0 621 170.0 1063 170.0 5211 0J lb 170.0 705 110.0 1 524 170.0 650 170.0 564 170.0 992 170.0 630 170.0 1136 !7110 561 170.0 1276 170.0 677 170.0 1417 170,0 566 17110 1700 170.0 850 170.0 1083 170.0 00 170.0 2207 170.0 080 J W Win 170.0 747 170.0 663 170.0 808 170.0 531 170.0 1046 170.0 564 110.0 1195 170.0 793 170.0 1346 170.0 747 170.0 14M 170.0 765 170.0 1703 170.0 758 170,0 2002 t70.0 150 170.0 2301 170.0 756 � 0:� N 41n 170,0 707 110A 612 170.0 ase 170.0 Got 170.0 5116 170.0 754 170.0 1278 /7011 803 170.0 1434 170.0 537 170.0 1694 170.0 850 17MO 1913 170.0 0411 170.0 2231 110.0 861 170.0 2550 17114 001 LLf C Q Din 170,0 605 170.0 701 170.0 1063 170.0 701 170.0 1240 H0.0 676 170.0 1417 170.0 944 170.0 1594 170.0 996 170,0 1771 170.0 1033 170A 2125 /70.0 1003 170.0 2470 170.0 1065 170.0 2833 170.0 1063 ^" Sh 170.0 930 170,0 745 170.0 1110 170.0 850 170.0 1302 170.0 aW 170.0 1468 170.0 1016 170.0 1075 170.0 1078 776.0 1859 170.0 1122 170.0 2231 170.0 1109 170.0 2003 170.0 1171 170.0 2018 170.0 1171 ah 170.0 974 170.0 789 170,0 1160 170.0 033 170.0 1304 170.0 1002 170,0 1655 170.0 1066 170.0 1761 t70.0 tf65 570.0 1945 170.0 1210 170.0 2336 770.0 1278 170.0 2727 170.0 1286 170.0 3117 170.0 1286 z 2h 170.0 1069 170.0 678 170.0 1278 170.0 1009 170.0 1486 170A 1125 170.0 11700 170.0 1226 170.0 LOIS 170.8 1315 1170.0 2125 170.0 1367 170.0 25W 170.0 1466 1?" 2075 17.00 Ifin 170.0 3400 170.0 1830 '2 Vin 174.0 1122 170.0 037 170.0 11340 170.0 1060 170.0 1870 170.0 1200 170.0 1794[17. 1372 170.0 2010 170.0 1421 170.0 2743 170.0 1036 170.0 2092 170,0 1829 170.0 $110 170.0 1004 170.0 3559 170.0 1706 � Dw, ffh 170,0 1161 170.0 001 170.0 1561 770.0 1110 170.0 1011 170,0 1260 170.0 1612 1988 170.0 2072 STOA 1174 i7D.0 2302 170,0 7661 170.0 2169 170.6 1700 178.0 8223 fl0.0 1777 170.0 3863 170.0 1700 Win- 170,0 1328 170.0 1141 170.0 1694 170.4 1326 1700 1658 170.0 1490 174.0 2126 1051 17.4 2301 170.0 1793 170.0 285@ 1170.0 1916 170.0 3188 170,0 2128 168.4 3413 $0.0 2273 1368 3413 170.0 ?381 O I67 170.0 1417 170..0 1232 t70A 4700 170.0 1434 170.0 1903 170.0 1072 170.0 22671704 170.4 2350 170.0 1052 170.0 2837 170.0 2006 160.0 3199 170.0 2336 131.1 3109 168.0 2470 120.0 3199 160.1OD In 570.0 1694 170.0 0409 170.0 1015 170.0 1047 170.0 2231 170.0 1670 179.0 2650 2070 104.6 2781 170.0 2271 148.3 2761 101.0 2379 120.0 2761 MOA 7261 105,0 2761 125.0 2231 92.7 2761 180.0 2190 co tiln 1170.0 1698 170.0 1454 170.0 1088 170.0 1700 1704 22x3 1170.0 IM 17x.0 2821 2149 151.6 2832 162.0 27.06 W6A 2632 140.4 2218 143.0 ZN2 126,4 2180 WA 2012 11&1 2128 03.4 20.32 100.3 2096 X26th 1700 5771 t7110 1686 170.0 2128 1706 15,03 154.4 2252 IWO foo11 135.1 2262 !96! 120.1 2252 1212 1936 108.1 2282 110.1 1018 90.1 2262 98.8 1672 772 2262 60.9 1836 8711 7282 61.4 1806 XNin 725,1 15M 125,0 1448 104.3 1304 108.5 1428 09.4 1884 otb MOT 782 1661 1303 69.8 1864 72.9 1373 112.8 16144 65.7 1550 62.1 1661 86,0 1330 44.7 1684 49.2 1905 38.1 1864 14.4 1283 � N Q O 9B ANCHOR CAPACITY ADJUSTMENT FORMULA- a An Or Ce Gal Table W ANCHDRCAP„Q", o BUbsimts 2.ikCagrete 3.5kCOW. Fits5oWt24U FaMMU PTWoM Maul (DRm)X{ I-ANCHORCAP.- >016'END 11419D Ebo 5118"Eloo 114"08 EM 810 St*d 012 also 0128tsd \MULLION CAP.,,•.,,,,, nchorCOppatt•ma 170. 3rtSEtaotVOasCs1 114•EbaU9roson talrmon &t6'EfooUi9saon fR•EbvtBtncon App50stor Upton Agparista oomw(oo SwMISSI screw{03) USE THIS FORMULA TO OBTAIN THE ANCHOR EOP thfi nn On 1' 2-ire I. 2.17 361rr t' 2.1rr 1• 2.1rC r 3.116' x 0.48' 0.54" 0.99' CAPACITY REQUIRED'CORRESPONDING TO AN Embaammt in taro' 144 1314• 1314' r 1.1141 1414" 1-114' 1.114' 144 t•K" r 13th' 1.316" v4es ACTUAL PRESSURE REQUIREMENT FOR THE om04.76'Min.QQt SWOrd orONO CUP ft.IN) S00m* =Its 450x• 660 ID• 1044 Ws 270w 280 3 ®• 14004 3746. los 04016. 34110. 442104 les OPENING,WHEN IT IS LOWER THAN THE MULUON itma4.0 Min.QC.1 Stad•6 for0544C9p ft3y: T40ms 7560• 900@9 i7801bs 3232Ws 540 ft 56616. 105 fa 1480 its f4 1480 127216* t8D21bs 832 ars 88510. ti�10s CAPACITY{FROM THE TABLE)OF THE SELECTED :hma1.711Min.QQ1SfaMa0(or 0da4Cop 19.4k 1150 The 1409 The 1010 Me 259114* WA wA 040111$ WA t9651bs w0. WA WA 1361bs 1770 lbs 2240ro• MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Ancbm prMtn.O,Q1R)W5Aapi•t71p*rff10.6K 7809» 760 be 660ais 15"Ibs tmux 540103 30" WA met 74516 08016. 189210• 882 mite BRibs CAPACITY WHICH MAY BE USED TO QUALIFY 8Mgtgn07Min.0.0./R)2s6Ap1r(3psr(Fq•6T 13601bs 1660110 1 13W lb, 312010. 37926. 10W lbs 11206• I WA 1520Th. 1496•s 1760!3 3704103 1353 bo 1770x• 2240tfw ADDITIONAL ANCHOR OPTIONS FROM THE 2Amtgn ip/S fAn O.Qlt Zo6Argfet ai 1800103 2tQ0Irw '440 to 3760 Ws WA WA 1320•• WA 150014• WA WA WA 26461bs 2854@s 3360 tb* ANCHOR CAPACITY TABLE. PRt)DUCT RSvi3lfD qhM•®1.34'Mss.0.0.I V4;Iq, to.125'ANm.('V.5); WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1470 tbs m cemOlyissE wl9i 110 Plllftd• gh0a*i>)0.84•h6n.Q0.1US0p.hto.i26•A9im.{Ff0.9x WA WA WA NIA WA WA WA WA WA WA WA WA WA t4Ut 286/@. F•-•2.000'-tet Duitdtng Coda 2 Anchm m 4.W Min,0.CJ FLtp .1047 390IW 990Th9 1 450 bo 1 89016. 1010 @s 270lb• 280 MG 1 954 03 1 740 ms 374 lbs 1Lta lbs 910 ars 341 a3 442103 500 @* peaeptaueo 4 Arch=Q 1,Ti'Mh.O.Cl RV 97W 111 690.4 Was 1 6051% 112¢8 ibs WA WA 470 The I WA I 033 Oe WA WA WA 88200 1 9661ts 1120 fb• bull DOta �Q4�,j FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE MOTES: By E 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: man" f'cobaG • • • • • • + •• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1 f I I I I r r r • • • r• • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. q���•� '^�IQ! /��i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 1 50•'"v1tifSNSf""':Ff' • • •• • 8.800' ., Y .• ".,h • • • • • r r• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =11::" ((a.5.0705 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON E e: FIGURE 6: FIGURE T SHEETS 21-21 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. J� uuuuANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACi 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED )'•, <U(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•00,WOOD SHALL BE PRESSURE-TREATED � 11710E6-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE 6083•T6 AND BE A MINIMUM OF.1261MUSTBETHICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(16 GAUGE).STRUCTURAL STEEL 70 %, SJ/ONA\-USED M BE AT LEAST.126"THICK AND ASS,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW �f 's PARS. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. "'•`X 6'X 2S" A.L L P.(G.#66 0 P.E. MULLION FL P.E.#68705 14A Mu111on Clopasu Table Ibsne) Opening Width(tort47rtica amtnOm*ons)orOpeningHglght(torhad2otttalryspormstpmLidone �a! 5oln 80N loin 8oln 901n taro 120N 140 in 190N19 d -RaUerotam Trwmpv. RotanOUar TtayTltag. anpncr iapri4aip. Ratlapreu TapRMro. Rect=Wu 7monw4 Reatawar 7roffl mp. Reotewor i"wnwv' 110014 tv TMPfMt,p, R Lb�y .11" Louft ioaft twmtp Loft +�flv Lu44Up Laemro Lwdnp Loaft taadnp Loav p Looft tomw 1oaft LoaaW LeatMp tooft Lorrov TUB Z � m 1N 1442 528 191,0 428 120.2 520 1490 419 1030 M 00.0 414 941 520 130.8 4t1 841 525 134.1 {it 721 620 134.1 411 641 526 134.1 411 51.8 <Dg 134.1411 491 526 7361 411 O ON 998 403 108,0 333 80.6 403 94.7 325 t39,0 403 894 32A 844 403 gi.4 317 637 403 7a1 315 46.3 403 T0.5 374 40.3 403 76.8 374 34.5 403 18.e 914 90.2 40:7 70.8 314 -1 S RBa 628 381 81.0 $01 898 392 70.8 �4 6A8 392 71.9 289 61.5 392 97.2 266 45.7 392 G.0 254 41.2 301 as 283 869 362 83.6 289 2A1 382 83.6 296 297 3e2 Kt,S 263 . Q"' N 4N 57.6 916 74.1 297 60.5 318 81.2 101 {9B 918 87,7 258 421 Ste 83.6 Z53 377 319 649 250 93.8 378 40.5 244 293 378 89.1 240 24,2 818 4A1 248 21.2 878 4A1 246 ' ON 4A6 250 13.MiW 41S 256 45,7 274 393 260 40.7 210 30.e 758 37.2 207 27.5 25D 31.9 204 267 250 33.4 203 240 256 322 207 11.7 23a 322 207 1A4 288 37,2 2oi 0 N 427 234 We 234 MI 195 30.9 234 94,7 192 20.7 2,11 31.8 158 23.7 234 28.4 IN 21.4 274 290 IN 17.0 234 25 103 193 234 295 183 13.4 714 29,0 103 (j,l 6N 37,1 1t3 31,0 213 337 179 296 219 20.9 iT8 23.2 2U 17.0 1732W 213 25.1 170 198 213 20.T 169 10.6 218 222 Mt 13.3 213 22.0 105 11.6 213 220 180Rfi 294 1T9 239 1790 194 244 179 22.8 149 1T.9 i7e 20.9 147 159 779 197145Z'ON 243 781 20.3 181 11,8 U7 77.4 161 10.0 US 192 iBi 17.0 133ZI6N ?25 761 196 152 tag 131 191 157 17,6 110 Itri N T ,o 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: AvichorCoaft TableObs) ANCHOR CAP.,,o,," X O stae a 2. cowim &W Cmc. Now4cmu FKd= PT meta (OPw)Xt N ANCHORCAR_ � .- Atchw pa 3'1V91coL anal 11P8co USatat Sn6•. 31%,Ek0 Ud9ton 1N•Eko MUM 11P 89 Ek0 61I6'EkD vYS8 Ek0 91051ttl 91281tCI 012 81M MULLiONCAP,-,,,,, '^ r nchorCltp Pattema •arson ropaata tOwcon A074oator scow{tat scot(OB) Stew(OS) USE THIS FORMULA TO OBTAIN THE•ANCHOR jt`�'yT1 x Egpast®rce 6• 21rr r aur 3.72' P &t/4• r 2•trr r we 7 a40 a.5s• 4s4• CAPACITY REQUIRED'CORRESPONDING TOAN Emamem 144• tart 1-74- tato" a 1-ii4• t-vP 1.1 t.v�• 1d7P 7-v4• z 7-a6• tare tale) ACTUAL PRESSURE REQUIREMENT FOR THE 4 MCMq .c.r 24 Crete 76x196 7gO NH 12wa6 1sw7a6 1e661t4 54on an wA 760 D6 749 eeo tro 7892 682 roe 7 a3 OPENING,WHEN iT iS LOWER THAN THE MULLION q .�•' O p CAPACITY(FROM THE TABLE)OF THE SELECTED 0. MULLION.ITWILL YIELD AMINIMUM ANCHOR IY3 CAPACITY WHICH MAY BE USED TO QUALIFY g13 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. c TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 25 FOR INFORMATION ON LOADING, �+128$"-+ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, r!tf4UCr REVISED os wmplyitlg w1Y1 the Fiht)t14 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Building Coda IGURE 1, Accoplan=le.-o2(d"as 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ExpuStiaa rjprfl !� !! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2,118• BY FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M Dade ANGLE CUP MUST BE USED IN PAIRS- 125" W111111 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90,WOOD SHALL BE PRESSURE-TREATED r ti���iO�C(t .••.,M((( ��i� YELLOW SOUTHERN PINE WITH AN$9 OF 0.88,ALUMINUM SHALL BE 8083-T8 AND BEA MINIMUM OF.125" i : ��';''tiGi NSS '•FP moi, THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.28•X 2A1•X.125'MULLION `tom' L it LEAST.125'THICK AND A38,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND QNTEGRAL FIN MULLION) T1 N¢.58705 THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S,S,011410 S.S. 01, LLh iSV/0NAL A.LYMrtuilllLtg,P.E. FL P.E.#58705 150 ' MullLonCapacity Table beMt1 Opening Width(forvartica"paMrlg mtftm)or Opening Height(for hothatia*spem(rg muMom) tL'#� Win OOfn 701n IND In Win t0otn 12011 140 In Win I p Rectanom " Rbda�de Tapwwv Rectmoft 404 tiedan9cter in$Ri"Q. Rmtwoft 3ta7 mvo ReotengAOr TmWbW Reclaft m TM MMV Rettta9Wr 7tapm wo. ReahaOeltt 1leptafOnO. d 10 lotdkq Laan9 Loemp LmdM9 Ulft LoOdna L"00 t4aft Leaft totan9 LOOdho Loaft Lotdhp uAft �a9 Lataap t.o"m L-ft gat ILL h I h fill, 1 11 1 h a I h I h h.I h 1 11 1 hto 1 11 if Oli H if if if 11 if 11 if 11 11 11 If I I I 1 11 if 11 if 11 if ill z N tin 170.0 0120 170,0 1 433 17010 744 170.01 47a 170.0 066 170.0 500 1700 002 1170.01 619 170.0 1118 170.0 021 170.0 t240 1700 521 170.0 1458 Into 821 170.0 1730 170.0 521 149.1 1740 1TO.0 021 W ah 170.0 708 170.0 624 170.0 550 1170.01 584 170.0 902 170.0 630 117U 1133 iT0.0 601 170.0 1275 170.0 6Tr 1700 MIT 170.0 050 1522 3572 170.0 580 130.51 1822 iMO OW 114.2 1522 170.0 800 12311 170.0 747 170.0 60 170.0 490 i70.O a37 170.0 1046 470.0 604 1704 1193 170.0 723 IMO 1340 170.0 T47 16421 1443 170.0 758 1369 4443 170.01 7015 117.3 1443 170.01 758 1028 1443 170.0 ?ad fl 4h 170.0 797 170,0 812 170.0 9311 170.0 691 170.0 1116 170.0 764 170.0 1270 170.0 803 180A 1359 170.0 837 1443 13153 170.0 000 720.3 I= 170.01 881 103.1 1353 170.01 831 902 1353 170.0 eel �j I••• Oh 170.0 585 170.0 701 170.0 1067 170.0 707 101.0 1216 170.0 aid 1401 7218 170.0 OM 129.9 12t8 150.4 935 1 W 12fl 15Li 924 OTA 1216 148.1 043 03.0 t2te 140.11 913 73.7 1218 1401 043 � c 4h 770.0 030 iT0.0 145 170.0 itt6 1700 NO 150.2 1160 1600 043 131A 1150 IWO 914 178.8 1150 1419 808 1001 1160 134.2 555 87.8 1160 1207 all 76.1 1180 1262 870 89.7 1160 1262 074 Ah 1700 074 170.0 780 152A 7048 146.01 dill 3903 1046 140.0 804 114,3 1048 133.1 650 101.0 1040 173.0 0.19 61.4 tole IWO 030 782 1045 109.4 821 65.3 1018 1062 615 57.1 1040 7082 did x d01 z� 7h 140A 000 147,9 704 117.4 500 120.0 740 100.0 881) IVA 734 600 000 100.0 722 702 850 92.0 712 704 ae0 602 703 50.7 880 70.2 893 503 950 lad add 44.0 880 76.4 684 tato 110.7 790 123,1 490 D9.0 TOO 1004 Me 053 790 93.3 003 74.5 790 03.9 8152 805 799 709 643 699 790 77.7 OSS 493 790 65.1 024 420 700 02.1 679 774 799 ata 017 � � �` t6 k1 710,8 750 1708 967 923 760 98.1 0.M 79.1 760 64.9 092 802 700 tt.t 021 04.8 760 70.8 612 804 780 80.7 605 402 740 690 691 390 760 5012 Bd0 SIA 760 59.8 684 4011 72.1 863 740 600 60.1 563 620 491 61.0 049 640 459 45.1 663 400 478 40.1 093 44.4 408 38.1 683 400 402 SOA 663 362 432 25.0 563 SJ3 446 Z23 883 1573 442 (WD +- 90In 89.4 403 NJ 443 49.0 498 61.6 433 42A 483 44.0 427 37.1 490 39.4 421 33.0 495 3&1 410 29.7 493 332 400 24A 493 29.7 400 212 4015 208 391 560 498 200 390 OeM 41.7 391 42A 353 343 391 009 340 29.6 391 31.1 342 28.1 301 VA 337 232 381 249 333 20,0 301 22.5 328 17.4 391 19.7 321 149 391 170 318 N .11 M 38.4 370 302 3315 32.0 370 39.0 1590 Z13 370 Z8A 328 24.0 370 28.3 320 21.4 970 22.6 310 70.2 370 209 JiZ 18.0 370 18.1 366 [L Q co U3 120 h SOA 717 309 289 25.3 317 200 284 20.T 317 223 200 10.0 317 1" 274 78.9 317 17.9 273 4: M -< O 0 14494 173 ?� 17.8 2015 ICIL . 158 ANCHOR CAPACITY ADJUSTMENT FORMULA: Hg AnahorCS ai Table bd ANCNORCAPyo 8 OX V.2.79 CDMM40 3.5k w. He""CMU Fib CMU PT MOW IDPH,)X C .„,,,)-ANCHOR CAP.,,,, 0t16'Eka VVIISEfeo 51WMm 114-SOBW 0106ta1 8126ted 412at6W MULLIONCAP„,a,, mchorCOphtlems AnetrorTyq: 9116 EbaU16tCOn 11YEkolAlrOean N6Ooon Site"EkoUluOaat ir4 Ekaintraean Agwtlator Uftm AMOGA t 8m((35)somw(05) som7(031 USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed90 a{1Htoe 3 t' 2.112' 1• 2.171 3•vb• t• 2.112 1' 2-ur r J-ttr r a4e• aa• 0.924• CAPACITY REQUIRED'CORRESPONDING TORN Em6Odmmt b314' 114' 1.314• t•L{' 7 7.114• 1.714" 1.114• 1.114• 1.1/4• nee r 1,101 tale• 3vMt ACTUAL PRESSURE REQUIREMENT FOR THE zAnotas46e Mtno.C,1R12OaNgteaps (FID.i ID3 390aN 415080 9018, troorot 274 D» 2eaiw 315{163 74orxi 3 is 724 wemt 341041 4421ht D3 OPENING,WHEN IT IS LOWER THAN THE MULUON 4 Atnhon Q 93•Mlrt 0.0.1 R)2faAngW CIO I ff .z 760 ft 790901 7009pr 1670160 2623 roO 640103 6801b3 WA 0120 mO 7{8100 8801bt 18D21Dt bet 00 6615163 1120ID3 CAPACITY(FROM THE TABLE)OF THE SELECTED .Artobw 2.7i'Min.O.GI 245Anpt Ck*I t0 1120m9 1120Ibo 965M 2248163 2204111 HtA 0.w Ib3 WA 1015916, NtA 1920Na NtA 142291! 192�9N 1880 bt MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, 7'RODUCL'RSYISED FIGURE 1: TABLE NOTES, om am8 Baa!01145 FI411d8 AaxptmceNo) ►4 r8.0� • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. pint Date SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Hy FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. M1 Dad5P16d491 \Itl11II)I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 126' "%-`\(l•• 4 4 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. (� 0 0 0 o FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' t�;'V\UF.t4Sg ., t 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 32 :; No.58709 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED �i 0 0 0 o YELLOW SOUTHERN PiNE WITH AN SG OF 0.56.ALUMINUM SHALL BE 8063.76 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 30•BAY " `�' t(/ LEAST.126'THICK AND A30,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND M V. '"� rATF OF THE MATERIAL.1030 ANCHORS INTO WOOD MAY BE STEEL,I"S.S,OR 410 S.S. r��i(•;•..Fl OR\D�•'t t(y� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. `/A LAN ML x\- P.E. FL P.E.#58705 I6R � Mullion Cageou rht• 1111' � I OpeningVYidth(f0rv0Alra%,Spar7it9MICorw)orOpening H•tglit Oar Mdaxifta 6P5rtrtttptnUtare) 6001 80 in TOM 0010 9010 100111 t201n 140111 ISDN IlS' tr«I•pfar MWIlfatq. Rodanoutar I Trspll5atq. Ramo ten 7Yapint•q, Rxtaguu 7Y ifew. Raatargdr 7bprT M R4olalwir Trapl7rWq. Reowwar Tnprt M Recteewar TMpMong. Rechnoff TkaprMe q. 4 I8 Loafq L"dq L- q toadng uxft Loadirq towft Lading Loadrq Ladino Loodno Loaft Loaft Loading Lading to"41 Ladpq tosdiag E+ IL ILL rin 170A MD 1170.01 438 1740 744 170.0 1 470 1740 086 1170.01 608 1170.0 002 1740 1 610 170.0 11161170.01 621 170.0 1240 170.0 521 1740 1450 170.0 521 170.0 11`351110.0 521 150,3 1871 170.0 521 a O h 170.0 705 i70A 674 170,0 530 170.0 651 170,0 992 1740 010 MA 1133 170.0 W1 1740 1276 1740 STT- `170.0 14117 178.0 860 ta&T 1837 1740 660 two 1837 170.0 850 1228 1837 170.0 800 12614 1740 747 1740 1973 570.0 898 170.0 031 170.0 1048 170.0 654 MA 1195 1740 773 1740 f346 170.0 747 170.0 1494 I70A 788 147.1 1552 170.0 758 1241 1662 170.0 TOO 110.4 1552 170.0 T60 4h 170.0j4OS 1700 612 170.0 966 170.0 601 1740 1119 170.0 754 1740 1276 170A 803 170.0 1431 170.0 037 1652 1465 1740 $60 129,3 1468 170.0 601 110.0 1455 1740 851 A7.0 1465 170,0 661 LU c Oh 170.9170.0 701 170.0 1063 170.0 707 1740 /2w 170.0 078 157.1 1309 170.0 W 1347 Me 170.0 900 126.7 1398 183,6 604 i064 1309 157,1 902 446 1309 167.1 W2 789' 1369 IWA 002 8In 170.0t740 745 170.0 itIS ITO.O 850 1829 1247 170.0 940 142.6 1247 104,0 943 128,7 17AT 1526 1168 IRA 1247 144,3 9M 910 1247 1342 SM 41.4 1247 135.7 934 71.3 1247 135.7 935 UJ J Ah 1740170.0 709 170.0 1i09 170.0 M 1404 1100 163.7 W6 129A 1190 147.0 945 1154 1190 1348 920 103.0 1100 IZL4 014 840 119D 110.5 8W 74.2 1190 1101 693 64,9 1190 1101 803 @h 151.0160.0 877 134,7 1010 144.0 859 118.4 1010 127.2 842 101.0 1010 114.7 826 US 10(0 465.0 817 648 1010 98,9 607 07,3 1010 904 TIS 6T,7 1010 67,1! 790 60.8 1010 67.7 TOO � J rob 137.4143A 712 114,5 W8 1220 774 001 908 107.1 781 OA0 WB 902 749 70.3 108 082 730 0.47 We US 729 57.5 ON 74,7 718 40.1 W8 711,2 710 429 W8 70A 780 = Z G r 4 Min 127.11325 754 1W.O 801 1126 DOA 501 WA t4- 7SO 801 848 713 70.6 $81 81.0 7W 03A W1 "A 694 53A 861 08.1 WI 46,4 041 84.5 M6 39,7 551 63,7 672 1001 M.755A 674 CIA 610 721 664 541 640 OLD 046 80.1 645 40,0 610 509 537 4t,4 6411 47A 830 34.5 848 NA 619 20.6 610 302 Off 25.9 Sid 30.5 507MR; 802741 US WA ON 60.1 499 407 606 51.4 666 45A 463 37.0 566 41.4 476 14.1 66e 341 470 20,4 dog MA 450 24,3 608 30.5 452 21.3 555 26.7 447 �� �O r0510 47A489 4OS 39.9 M9 41.2 399 34,2 449 35,7 M9 AIW 240 449 26A 302 23.9 449 20.1 377 20.0 449 22.7 US 17.1 449 244 301• 16,0 449 it$ 3SO11 h M.14% 386 346 428 37.9 379 31.6 425 32A 423 24,6 428 262 302 221 425 24,0 366 10A 426 20.7 360 15A 426 100 343Ll 47 ,20 h 34.035.6 331 2411 361 28.0 328 249 361 28.6 364 141 384 24.5 313 117.0 384 147 309 14410 X1220.4 233 10.0 257 17.1 230 a �'fQd� N 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: -4 x Ali horCn•91 Tab!• 6 ANCHOR CAP.,,,,,,, 88 69btntt 21`k owards 48k 0006. Mow Fico CMU PT~ Metal (DPw,)X( �=ANCHOR CAP.,a„ 61ir Elco 1/41 SS Eko t9lr Elco 14.88 Et6o 01081x( 812 Steel 012 Stas MULLION CAP.,,,.,,,,, nohorCOpPattotns q^C1Pfry 3rlrEkoWtawn Ir4•Ekoutasaan 18akon 31115 EkoUtkacom 1H•Ekot10m6on A99%051or Wwan AppMVX Surt(05)BOMW(95) Sura(GS) USE THIS FORMULA TOOBTAIN THE ANCHOR Ea9a tbl•ra tk): r 2•irr t• 2.1rr susEMA • aim I• R1rr r 3-fir r *Ar 0.64• 9.324• CAPACITY REQUIRED^CORRESPONDING TO AN 1111.2J-34' 144• V3w• 1.314• 1. 141 1.114• 1.114• 1.11P 1.114• MW V 14V taro• 131!14 ACTUAL PRESSURE REQUIREMENT FOR THE tt: tib 396133 460 i:4 89010: ira1x W 239 1aa 1991 314 120th: 9t6D+a 34140 442164 to OPENING,WHEN17lSLOWERTHANTHEMULUON 4 Ambers 0 3A•690 C.a I(2)236 Atgta Cbs 1010 U1w 76960 1199IM 10101W 26251W •s 600103 WA 1120104 74613 ego We 1692Itw ®2lab 8001ba 1128 4• CAPACITY(FROM THE TABLE)OF THE SELECTED Anaimrf 27rMatoat 2t6M9b + 37 112011s 1129133 9681St 2244163 2264tba 613111» Wq 1638103 wA 1329134 t9q 162251: 1321.4 1808» MULLION.IT WILL YIELDAMINIMUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: 03 complying wllh 0m Fit" TABLE NOTES: n handing Coda ito placeNo •OZ)$.45,3 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ncw ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Ex ten Data 7AZ1 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mtam ho M HOLES O E DR3)MULLION AND ILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT SHOWN ON SHEETS 21-23IONS.SEE SHEETS 3 �� �y 4YI4N A!l((r���i� • • • • .12b" 45• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4,GtiNSF ''•��y 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,250• ;it r X03 C FIGURE 3; CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE W63-TS AND BE A MINIMUM OF.126' LX THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.0.45•THICK(10 GAUGE).STRUCTURAL STEEL TO BE AT45V 8AY 0:A :!du LEAST.125"THiCK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �� S Al'L.OF t L�-6 • THE MATERIAL.#10 8#112 ANCHORS INTO WOOD MAY BE STEEL,18.0 S.S.OR 410 S.S. (7 x P �� CN ANGLE CUP(FIGURES 1.3)MUST BE USED IN PAIRS. A.LrYNNity�(�LBR;�.E. FL P.E,#56705 tow t --j 1.000• � toe2•-) .� 7aD• Q83• 386" 126' .0o I ^i 1-,.126• F1 4.000 p 4.000" '126.STANDARDCliPq 128 2.825" 20� 608ST6ALUM, 212b' 2.000" 2X$ANGLE CLIP 6063TGALUM. I X9ECTtON6• 1 8083•TBALU-CLIPUM. X•SECTION d 126' 12b' XSECT16X4 1� ffi .01• 128 L .126 CENTER OF ANCHOR HOLE MUST UE WITHIN THE -T 33TV 1 37b" DASHEDANCBOUNDARY.SE CE.MAXIMUM60 FOR THEHOR � S X4'X.126•i 1'X4•X.318 i 1'Xa•X.3T8" -T HOLE DIAMETER:ANCHOR DIAMETER+1118'. W 4 MULLION MULLION 00TOALUN 6600• CUTHERETO 6.000'- m Z ~ )03-78*SECALUM 606S•Te ALUM: 80-SE ALUM 376' 3125• CREATE F CLIP,SEE 376' NIIN fl XSECTION XBECTIOH XSECT{ON MIN. DETAILF.SHEET4 1.250" 1 ,376' r-_-----n r--------IGEt4TEROF r---------------------- -7 376' 3 q12 Lt-,, iMUSTUEHWRHIN MIN. ZTHE DASHED BOUNDARY.SEE2,876• - --- --- SHEETS6.20FOR - �1144 i i I i F j DISTANCE.MAXI6Xi' 0• MUM DIAMETER: I I .100" L-L ------I i i-------J ANCHOR { I V1 N DIAMETER+1lt8. �---------------------� T Q ?j I U- L_ Q 0 100• 4• a 4" F STANDARD CLIP U•CUP 6063•TOAAL2XGANGLEUM €� -I'e20" F� -�I .820• F-- -1.620"1 CENTER OF ANCHOR HOLE MUST UE �o K PVIEW � wK TOPVIEW $ WITHIN THE DASHED BOUNDARY.SEE MULLION MULLION MULLION DISTANCE MAXIMUM ANCHOR HO 618: Dimension Value In For TABLE D DONT. 1.28X9.28%.100• 1.26•X3,26•X.624' L2b•X3.11CX.624• TABLED ANCH DISTANCE.MAXIMUM ANCHOR HOLE - - �MWllon: Dimension VoluO pn For Mullion: 6005-T6 ALUM. 6005•TTiALUM. t3006.78ALUM. X•SECTION X-SECTION X•SECTTON F 11 x4v X F 1• O 1,000 .126• 0 0.600 X e24• 2600 Aluminum H 1.436 Aluminum 3.480126' 376. 6600"� 1 O Tube N n �Ir1.377"� 1 1.8 i pi11N, _ F 187 1'X4• P 2.016 1.28"X9,04• �� O 0.57 .376" 0 1.28 X.824" r---- ----i l .----- -,_ 2430 Alum(num 1. Aluminum F^O€IUCT'RBVISBD 1 I I 3. Tobe a- 1 9.260 TWO MWlbn !!ad�� I I 1 I 1 I F 2260 1.26"X325' 2. 3 9D• a Mutt BuildhagcomgQode llheFiotMe 725' # I # I Q80 X.100' F 2816 46•B MWI AewpUttooNolro-awls.Os .126• 46' 2260' I I I I ', N 1.600 Alimtnun Pbm D6ta {apZ j 84' i i I IT H j lite BY ({ 3• 46•BAY MULLS IN 111 3 ' i f i i TABLED p1D iYMULLION I 6083•TBALUM. I �_______ I i �_ _ __� Mull Dimension pOTPeKY \\ jr DECTiONM i %SECTION I _ (eheetl} Mullion Std.Cup Of wilp UtUlp AnpteCltp `O��YNN r O OFFSET CUP 1-X4•X.126'(10) 00564 666111M 6061122M 666241M 666e16M d\�•' \gENSF T�`r+ 7- 12b 6083 TB ALUM. 1'X4`%AT8(11) 66610 666112M 6@81t23M M42M 666Bt0M 226'J •e61"� r�g�J �.581•� 740 TOPVIEW 1'X4•X.376'•1'{11) 66i663 666112M 6581129M 66624NJI 6666tOM No.50705 ES: re 1,26•X3,28•X.100•(13) 20160 6661/21M M1124M S66 im 66b6118M )LES TO BE DRILLED W THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS GiVEN ON THiS SHEET. 1,29'X3,28 X.024•(14) 20161 6661126M 6661126M 6662411M 46681160,1 1.26"X3.p4•X.024'(16) 20162 6661117M 001126M 6682MM Se6617M S• iE SHEETS 5.20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. 90 Dopwe(t0) 88849 WA WA WA 66(15f10M '©fi '•..F(gRtO� ~�` EE SHEETS 2-4 FOR GENERAL INSTALLATidN METHODS. 46 Dep:a 0201 680 WA NIA WA 8666111M �r�lFs', •••p•�,�C� ALF '4FRI E. . E ° Nmenslon POT Part# @ @ heat#) Mullion Std.Clip U-Clip Angle Clip I x•125' I -{)--•125" --1 I• .126' � 'X.25" 05602 666261M 6662TIM 6665112M 'X.25'(1 88804 886282M 888272M 8686113M � I STANDARD CLIP I UCLIP 2XSANOLECUP ppx4i 2.000' 6003-TS ALUM. 2.1 6063-TOECTIOIN O XSECTIONTO M 6 0'. XSECTION I 2.000' i N I ES TO BE DRILLED IN THE FIELD FOLLOWING iu'� 126' 126' g k 0O SIGNAL RESTRICTIONS GIVEN ON THIS SHEET. SHEETS 5.20 FOR SUGGESTED,APPROXIMATE 1.490' 0 =ATIONS. 1.480' W SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.5cor CUTHERETO 5.000' .376' W U aA O 3X00'�''� CREATE FLIP, MW m 2.000' .375' L _SEE DETAIL F. .376' rC .376' �- �` J MW. SHEET4 MIN. fD m Z ----- ----------------- --- ---i-- -------, -- -- ---- T Z W g I Z J 4.000• 3.430' + 3.433• }----------j U a! o 50' 2'X 4'X 2b' I _-- - I I 1 Z ' o MULLION j I 3.438' i I o 0 6003-TO ALUM. I I I I I .376' XSECTION I - _ -------- LZ-- T I --1-- L---------------------� MIN. L_ ____-- _ __ _______J L- STANDARD CLIP 2X6 ANGLE CLIP U-CLIP,0003•T6ALUM. Q O CENTER OF ANCHOR HOLE MUST LIE 0003-TO ALUM. ED FOR 2'X 4'MUL ON O CENTER OF ANCHOR HOLE MUST LIE 8116346ALUM. a Ul co .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPMEVV WB'HINTHE DASHED BOUNDARY.SEE TOPVO5W �Ogo SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 6.20 FORTHEANCHOR0.0. � 0: DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR KOLE DIAMETER:ANCHOR DIAMETER+1/18'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4 1/16'. SHEETS 5.20 FOR THEANCHOR O.C. 5.600" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER 1/16'. 5.000" 2.000' 3.690' CREATEF•CLIP. .MIN. SEE DETAIL F. .376' .376" MIN. r"SHEET4 MIN. rY MIN. 3T6' I I I 1 I I I I ,-I GDUCT REVISED o9 wmplYfnswilh db FlwWs I I I I Building Code I I I I I I AcceplanteNo l6'OQ,16.03 I I I imlionDale QOQ) I I l I O.0D0" 1 I- --i 4.888" Q I 5.438' +--------i MI 260' -�- I 1 I1IUnlr/ 6.430' 6.430• N I I I �''a .•'��GENSE''•..� � 2"X8'X2S MULUON j i 1 I 'k' No.58705 y/ 6003-TO ALUM i .376' - XSECTION �-------- ---I--- -- I -- __ ---------------------� MIN. L ------' '•.,!"LORIOP.•'�`C•.: STANDARD CLIP U-CLIP 2X5 ANGLE CLIP /tQs .260" 6063-T6 ALUM. 8083.76 ALUM. 6063-TO ALUM. //'-�/0NA1 _�5���� TOP VIEW USED FOR 2•X e'MULLION.SHEET 17 TOPViEW A. '4W TOPVIEW FJIILL�R,P.E. FL P.EA 68705 :AMPLE I.SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4•.THE OPENING REQUIRES ADESIGN PRESSURE OF+6D.OM.OPSF, 1)INITIALLY ASSUMING THAT A 11 WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 72'ANDTHE OPENING WIDTH IS 32•+32+1•=65,REFERENCING SHEET 25,THE COLUMN USING No ANCHORS Ol HFAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED 3 DESIGN PRESSURE OF+60.Ob60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. w�' SEE SEE FROM TABLE 3A.SHEET 7,THE T X 2.76'X,375'MULLION(LENGTH=721,OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD 0 FENESTRATION DETANA NOT SESUITABLE FOR THIS APPLICATION. Irf, PRODUCT'S SHEETS •-Y APPROVAL,--- 23 FROM TABLE 4A.SHEETS,THE 1•X 2.76'X.650-MULLION(LENGTH=72%OPENING WIDTH=70')HAS ADESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE T OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. EENNon" ^ 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 co) N m F- `(J ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS,THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z llJ �/ oETAI 8, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SNEETs APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE sa INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-50,0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 836 LBS.ALTERNATIVELY, m c 0 NO ANCHORS INVANDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: M W 32' 32' J -I MuuwmTH iR (80 PSF)X 838 LBS)=624.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS D FROM TABLE 4B) 7 ENINowfDD1 72.7PSF ti THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2 318'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50,01.55.0 PSF, r FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A 1WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32`+72`+1•=105'AND THE OPENING WIDTH IS 361+361+1••731.REFERENCING SHEET 25, QQQ THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318'AND WILL N WO MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. .J KAMPLE 2:MULTIPLE MULLIONS D. 4 re FROM TABLE 3A,SHEET 7,THE VX 2.75-X.376'MULLION(LENGTH=108•,OPENING WIDTH=801 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 19+/-1b.1 PSF gaXco MULL WIDTH-- -- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. W Q O O FROM TABLE 12A,SHEET 16,THE 21 X 4'X.250'MULLION(LENGTH=106",OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITYREQUIRED OF 971 LBS _ a.mQ. DETAILS, sI 92, SEE SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2•TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+Zt74',NOT 73'AS PREVIOUSLY '� FENESTRAnON ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCTS APPROVAL THE 73'DIMENSION(35-U2'+35.1121+2'=731. r - 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED 1 CONCRETE HEADER AND SILL ARE W WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. LLE SHEETS 2-0 SHEETS _ USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1R'GIVES AN ANCHOR CAPACITY OF 1050 LSS WHICH IS GREATER,AND NDTH �-SEE �-am THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 6 DETAILS, DETAIL E, EMNO FOR THE HORIZONTAL MULLIONS: 30HT BECAUSE THE VERTICAL MULL WILL BE A 2-X 41 X.260°MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER MULLION TYPE COULD BE CHOSEN. PRODUCT RBVISBD ON T 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72'+2".108`,REFERENCING SHEET 25,THE COLUMN USING TRAPEZOF+/-1 RIANGUWH CHLOADING EXCEEDS BE B ilding inawifh Iko Flamm Building CCbbddaa USED.FROM TABLE 12A,SHEET 16,THE 2•X 41 X 250'MULLION(@ LENGTH=42'.OPENING HEIGHT=1201)HAS A DESIGN PRESSURE OF+A1i0.0 PSF WHICH EXCEEDS THE AecepHume Nu IG'021S'O j REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. I pilaff DOW W2DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE,IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' Ry SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X6 ANGLE CLIPS WITH Miala DodeProduc7 2-3 (4)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 111 I I I I I ANCHOR CAPACITY OF 521 LBS. \\���ONS 4YNN M1,� LI'PENING 1,HORIZ � 33',mom JI1 4)FOR THE U•CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12D FOR THE U-0LIP SHOWS INE ANCHOR � . �,ICLLENGTH MULLLENGTH I CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS,THE--�-IIANCHOR TYPE IS A#12 STEEL SCREW.WIDTH FOR VERTICAL MULL .� .Tr; too.110705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; '•,�� LJ J I�:1�U +1.170.0 PSF FROM THE 381 HORIZONTAL MULUON ATTACHING TO CMU; t 4 +/-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ()'•, S'A F O �J THE LOWEST DESIGN PRESSURE IS+1.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �('•,�COR1oP•'C��,� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAN MIWIR,\`P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS.INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 _ice,j��,� ,, A �,��� ._ ,, l_ff/_//////1.►.. �1_//._//_f/_/_/_fli.� � - = R rGrtIir 'iir. f,. —ilrrr• r. r . _t t• 4 I tea` �f��� ,.. ?%//ice► �:. I� f f�f / f 1 � •d� f ♦•. c♦ .•r t. s- s i . M 1.