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Product Approval (2)
MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION _ Tr $®6}315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) `�°I� •miamidade.eov/eeonomv PGT Industries,Inc. JUN., 8 2@16 1070 Technology Drive North Venice,FL 34275 PEW01TTiNG SCOPE: Si. Lucie County, FL This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 MIAMI-DADE COUNTY Expiration Date: May 26,2021 _ Approval Date:April 14 2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC Stn 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. Manue ez,P.E. Product Cont of aminer 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" 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 ContrVEminer NOA No218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: @y 1 - NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE W 3&� r PRODUCTS PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE MISSILE IMPACT-RESISTANT PR FENESTRATION R EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED. GENERAL NOTES_..__._............._1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS................_...... 1 ELEVATIONS.................. 1 FIGURE I: MULL TO 2X WOOD.._._....._..._.._.2 a MULTIPLE OPENING WIDTH FORVERnCAL MULL--{ ARCHES To BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS QY I'`� I HAVE BEEN TESTED AS°FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MUTATL TI a MASONRY OTES.—_.__._.,.2 MULLIONS I / D�AI� INSCRIBED INSIDE INSTALLATION NO7ES._._.�._...2 rD G�. RECTANGULAR NOT HAVE A GAP OF MORE THAN 114`FROM THE CLIP. MULL TO MASONRY.._.__..___._3 ED SHEETS 23 SHAPE MULL TO STEEL STUD.............3 C4 _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL 70 MULL.............._.__....3 m III--- J DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U160.THE 113 STRESS INCREASE WAS NOT USED ANCHORSPECS........._.___.._._ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE cLIPS...._._.__._..4 p IlL(I�LnJ i BAY MULL INSTN1ATI6W___.__4 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X2 X.125 MULL SPECS___.__5 %i 1X2375MS -------B _ INSTRUCTIONS. 1 X 2.756MULLLL SP ._. X.375 MULL SPECS._.___7 1 1 X 2.75 X.65 MULL SPECS___.....8W Z a Q SEE DETAILS / I 1 / III /III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS---9m O o )_ ATHRU G: V _ III sEE DETa08 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS.___._..10 F 00 SHEE7S2-3 I ATHRU G: ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I X4 X.375'r M LL SPE ECS__11 f.. Q J -- SHEET52.3 1X4X.18 TMULLSPECS_.-11 _ J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.188X285 MULL SPECS_.12 � W � I I OPENING 7.25 X 3.25X.100 MULL SPECS__13 Z LU VEKr. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 11.25 X&25 X.624 MULLSPECS.._.14 Z MULL FOR 125 X 3.94 X.624 MULL SPECS._.15 LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS—__—._16 Z Z MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.25 MULL SPECS._.__......_17 � Q sHE DETae.E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q —SHEET APPROPRIATE FOR SUBSTRATE MATERIAL,DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X 2.11 X X 3.25 Y M MULL SPECS.._16 1-- AS W ¢ •"' a REACTIONS. 45•X 3.25 BAY MULL SPE{S.,_—20 Q 0 Z MILLION&CUP DIMENSIONS_._21.23 I-•• Z y � O FENESTgAT1pN 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON)AGGRE-GATOR NONS EXAMPLES 1.22.._....___.._._._..24 0 PRODUCTS MAY LOADING EXAMPLES..__...._.__..25 N LU BE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE CODECTU ,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH F Z O7 O BY PS S PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q O a ^O O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. Z �SEEDETAILs A-D,GJr, MULLION QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL SNEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MUON COMPLIES WITH THE REQUIREMENTS OF THIS NOA NULL LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD. ENHORIL MULL LENGTH-1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. G -I I-- -'I LENGTH OPENINWIDTH— H I` I � �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR"TRIANGULARRRAPEZOroAL'. p OPENING 4 FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIF M FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING a comUCTREVIBED HEIGHT ) as complying iodwish the FlOcf� THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE ge1)4Mg[, OPENING MULL HO IZ, vERT. MULLION CAPACITY(LBSIFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM)FOR THE OPENING OBTAINED IN Accepwcom l A• HEIGkIT LENGTH MULL p p MULL STEP 1). E pirmi Dale Iuv L L L LTH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE BY REPRESENTS THE W WDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. MImD Ruduct �F a EMINGV DTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\�``ONV LYNN q'1l77j7i/ SINGLE MULLION SINGLE MULLION ,......• OPENING WIDTH ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� ,`t\ !F FORVERUCALMULL CAPACITY IS MET. �TCENSE ,Q MULTIPLE MULLIONS •''� '_ `1 SEE CORRESPONDING DETAILS MULTIPLE IF THE MULLION CAPACITY(LBSIM)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE — No.58705 FROM FIGURE 1 ABOVE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ^-O•:� :,�/+ STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION S S TE F (4; *2014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBSIM)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION 10FIORiDP.•'• ��� HANSI/AF&PA NDS 2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. ;CS IEALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT. A!� ON.1RR P:E, •AISIS100.07IS2-2010 II``��EMM.�I1iy+ FL P. . 58705 DETAIL B: MULLION DETAIL A: MULLION MULLION ATTACHED TO IX BUCKSTRIP TYP.ANCHOR MULLION TO 2X WOOD BUCK AND PERSUBSTRATE, ox OR WOOD FRAMING WOOD BUCK AND MASONRY CHMENf SMSEETAs�s,B-168 A7TA (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYYEOTTHERRRS, Lo NOTE 1. 1�N }}.-. 1 MULLION 1 SHEET I. .. `. '•:,..,. N m W 1 Z w N I O F 1 I SEE SHEETS -a b 1 MIN 2.7 KSI -'.'•�:• '+ EDGE J W 21.25 FOR HOLE .d 1 I CONCRETE OR CMU'-•i•• 1 DISTANCE, J w EITHERTHE I I 1 LOCATIONS I. I,I ~-- SEE SEE TABLES x STANDARDO 1 I EDGE DISTANCE 1B-160 OFFSET MULL EDGE m I ° FOR MASONRY w Q N CLIP MAY BE II FORWOOD c e. 1 I 1 ANCHORS m In p O INSTALLED D - ° .'d d ° �60'MAX FOR q d e 1 I SIDE VIEW Z � J ,. .y ALL MULLIONS c d' q ERHERTHE g O d STANDARD O m '2 ° 'q u, MAY BE OFFSET MULL ? Z CLIP �y�yW d a ° " EXTERIOR ° ° nus�rBY 5 � L °d EDGE e ..d ° 4 DISTANCE 4 I— Z Q G ° FOR qa Q O Z N r q MASONRY THE OFFSET CLIP IS ANCHORS FIN•FRAMED gp Na RECOMMENDED FOR i! a EXTERIOR °d q° WINDOWS,BUT MAY ALSO BE USED FOR 4 Z y OTHER FRAME TYPES. U Q TYP ANCHOR TYP,ANCHOR PERSUBSTRATE, PERSUBSTRATE. �'� � SEETABLES1B•168 SEE TABLES,B•165 PLA SUBSTRATE, SEE TABLES 18.168 EDGEIENDDISTANCE BUCKSTRiP AND SEE TABLES ATTACHMENT T— BUCKSTRIP 18.168 T .:. •.:y 1?• ,, ", BY OTHERS, EMBEDMENT AND EMBEDMENT' SEE NOTE 1, ATTA(xiMENf _.. SHEET 1. .:�, .. BY OTHERS. - ,.. .. .• SEE NOTE 1. SHEET 1. MW 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW >RDDucTRBVIseD a,."iptyf g wIh ae Clui� Ode FRONT VIEW Aca Acceppmlm No wN to E I1611an D-dWe 2021 INSTALLATION NOTES: B �jemj ryodBM 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III t 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `� p��Y ..YNA!•..YZZ ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE ; �,-•'�TGf:NSLc'•.F� '� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE _ FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. No._ •�� 58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ",•• N ••w' Tj E OF SI j 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �'�^� -•FComo., ELCO ULTRACON OR ELCO 1!4°S.S.AGGREGATOR MASONRY ANCHORS. & A.C%NIMJLL6 iN.E. FL P.E.#58705 DETAIL E: DETAIL C: .125 MIr1 MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: 11.1; nMASONRYSTRUCTURE MULLION F , {U-CL(P) 1)MAY BE INSTALLED IN"TEE"OR"CROSS" (STANDARD CLIP SHOWN) / t INTERSECTIONS. d vAR1E5 � 111111 2)MAYBE INSTALLED HORIZONTALLY } TYP,ANCHOR (SHOWN)OR VERTICALLY. SEtN7DME i I PER SUBSTRATE, N SEETABLEStB•138 3)SEE!-CLIP DRAWINGS,SHEETS 21-28i4 aFFSETM1ui i i I FOR CORRESPONDING MULLION. 0) M cuPMAYBE I F TOP VIEW Z RMAS IN51'ALLW BY I I pp EDGE VARIESANCE ,—MULLION 7HISMEhSOO t II I�p y ANCHORONRYd ANCNOR5 J � S 11 t ^ N12STEELSCREW3, _ tiMU UONIANDUSESMS RILL W O M H EXTERIOR de 4 ab MULLION P J EDGE DISTANCEu a THE OFFSETCLIP iS FORMASONRY e' RECOMMENDED FOR Z V ANCHORS FIN•FRAMED $ WINDOWS,BUi MAY LUNTERSEC7iON p$U ' ALSO BE USED FOR Ir..✓SJ Z ,p OTHER FRAMETYPEi. EXTERIOR '•'1 TVP.ANCHOR '�' r FERSUBSTRATE, d d _4 • Z B O / SEE TABLES 111-13121 t{ TYP.ANCHOR SEE SHEETS 21.23 FOR h O BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS SEE TABLES 1B-13B FRONTVIEW EDGE cl)UJI S MSD F! N ATTACHMENT DISTANCE BY OTHERS, SEE TABLES EMBED)hSExr'. '' SHEEE1i EDGE 1at3B O -Z ... " SEETABLES MW2.TKSICOHGRETEORCMU MIN 2.79SiCONCREMORCMU 15.138 SIDE VIEW h FRONT VIEW SIDE VIEW DETAIL D, MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) INSTALLATION NOTES STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP'ANCHOR A PERSUSSTRATE. SEE TABLES IB-138 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPREEESENTA71ON DCTREVLSED as ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE 21.23 FOR SEE SHEETS FRODOOi n with the FTmldo CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE HOLE p YI g FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. ` LOCATIONS Building Code 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HIDNEAD OR FLATHEAD. Acapmnce 'Lt$•b�j MULLION � Eapimti Date ate%4gF�l1e) d)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ,,•� ol WN 'Da4 51 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLYMIAMf-DADS COUNTY APPROVED `f EDGE ELCO ULTRACON OR ELCO IM"S.S.AGGREGATOR MASONRYANCHORS. DISTANCE ti`�11�i tYPfV$1/ • FRONT VIEW 10 GGA AD COMPiWTTTmITH7THS BUILDING 1&t TABLES `.• p, .••••...,•l(�. CODE,A 2X WOOD BACKER MUST USED. '��••-VtGGNSC''.,'Y !, ATTACHMENTBYOTHERS. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW NOTES: 1 16 1)FOR 2XWOOD-BACKED STEEL STUDS,WOOD " F f.�j ANCHOR VALUES MAY BE USED. A '-.- 51 'G ,'Z; 2)SEE CORRESPONDING MULLION TABLES, 'J�S AfC. SHEETS 5.20,FOR QUANTITY OF SCREWS, A�LI\114 y1 \LEf! P.E. FL P.E.#68705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP SAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) d LppL�� u SEEDETAILSA-F_ 3D'OR45' ^2 d SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N MULLIONg'6 tm F� O I O Z �5`r d IL O O O O Ero O TOP VIEW o � SIDE VIEW TOP VIEW 1 I i m7 U m to SHOWN MULLION4'X.125• 1 I I 1 F O J I TYP.ANCHOR EXTERIOR 1 1 i i / SEE ER TABLES 15B OR 168 ? ? m I 2@ b j TYP.ANCHOR 1 I 1 EXTERIOR O u Z STANDARD MULLION CUP I I PER SUBSTRATE, I I Q Z r •b' SEE TABLES 1B-148 CODIFlEDTO FIT FIELD I 11 I I r r CONDITIONS i W � I 2'X6'ANGLE CUP, Z Z I I i 1 1 1 2 PER MULLION END,MUST BE Q U Z N ® I I 1 I INSTALLIN9mE OFBAY MULL 1... O O 1 I m �_ MULLION 1 1 11 i co _j W 1Q- Y Y 1 p\ II I I 2•X6•X.1251 }- z N j I I co ANGLE CLIP, U Z Q I I 1 2 PER MULLION END, Q Z �0T/1 O MUST BE INSTALLEDD- st,{ yy� I I I INSIDE OF MULL.LL. g a m ••rye 1 I b I $� � .0 VV I I I b TYP.ANCHOR PER SUBSTRATE. SEE TABLES 18.148 INTO wood, STEEL ALUM INTO WOOD,STEEL, STANDARD CLW TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR PRODUCT REVISED (D PSL P1L F as complying with Uro Florida ds Building Cade ® I �® INTOWOOD,STEEL, O Acceplwtcc No 1:7 DGE H P-xpimtion Dato ) TANCE By ER Mlemi Product CHOR EDGE \DISTANCE f NOTES FOR INSTALLATION OPTION G&H: \\ ,1 LNPER ANCHOR i 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OFMULLION. `e��;'•�\GENSZ NOTES FOR INSTALLATION OPTIONS F: L ' 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE -S: ND.56705 , 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 126'X 2.11'X.125'MULLION. LOCATIONS, �L 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE _.V.••, g 6 ..`Z�` LOCATIONS. i'pTE 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. i��c��;•.,!=LOR\O?:•'�Ci FL 55705 TABLE 1A Mullion Capacity Tab lB Ib6At2 ® ,� Opening Width(forver0callpepervi mulilo s)or Opening Height(for hodzDrta*spamltg nvAons) le 9 50ks 601. 70h BD In 9oin 1002 t2a1. 140 in 75ofn ' Roctbngukr TreplMusp. Reot.Vdw ltap/llt•ntl. Rtd-Wer TmplMmg. Redangakr Tmpml.V Redwoor Vapiman9• Rxlenp4ar TmplTrime Rectangular Tmwdoeg. Rednnot" TmplMa-g. Rxtanguler T wdmv. a iX2x.126 iva4np Lo.dnp tandng loadkg ta34nB tAa4ng Loudmg toadkp Lo.4ng toa4ng tog ng Loa4g tooting L43ang Landing Loa4g Loading toaang uY AIumTubo 51 .Mullion LV ^ d d d S d d d d S 3 d g 8 d d d 3 m 21 Z 42h 111.91 408 129.5 332 03.2 408 115,6 3n78.8 408 101.6 327 699 108 104A 319 82.1 406 101.0 319 65.9 408 101.0 319 48.8 105 10{.0 Sib 38.8 408 104.0 319 58.0 408 101.0 S19 0 J LU r7-2% 74.8 312 83.6 258 b'24 312 T3A 252 53.6 312 87.0 248 48.8 312 812 245 41.8 312 8l.3 244 37.6 3t2 81.0 244 312 312 619 244 266 312 61.0 244 23A 312 6t.0 244 83.8 281 768 234 812 29! 81.6 229 459 281 85.7 224 39.9 261 521 222 305 281 50.'1 220 31.8 281 49.3 219 26.8 281 19.3 219 iq to 22.8 281 492 219 200 281 49.3 210 Q$ r� 526 247 87.6 M7 43.9 247 49.8 200. 57.9 247 M9 109 328 247 41,5 108 29.2 241 39A 194 26.3 247 38A 193 21.0 241 35.1 103 16.5 247 38.1 193 16.4 247 301 103 ? C3 1'^ Toa60 In 55,4 200 412 i7o 32.0 200 35A 168 21.4 200 31.5 183 24.0 200 28.0 180 25.3 200 27,1 158 18.2 200 269 SST 160 200 25.0 156 }- J = 53.1 tbt 36.3 155 27.6 18f 30.3 152 207 151 26.0 140 20.7 161 24.5 146 19.4 lei 228 144 18.6 181 21.7 143 28.0 165 348 142 24.0 165 28.1 138 20.6 165 23.1 Me 160 165 21.0 134 Z U 22.2 t39 23.3 120 fa.5 139 10.9 Its 15.8 139 17.5 148 W 111 78h f68 125 19.7 fag 15.7 125 18.0 107 =..1 fa 75 h t79 115 151 101 Z j < N HOR TABLE 16 ANCCAPACITY ADJUSTMENT FORMULA: Q -IFz Anchor Ca acl Table be ( •- F A SubUmta MRMrorete 31k Cm. HO9owemu F1WCMtt PTY40 Mara (DP,)X ANCHOR CAP,,,, :)=ANCHOR CAP. � N� 5116'E14. '14'SS Eko 918'Elro 114•SS Eko AtD Sled 612 Siad tl12Sled `MULLION CAP,,,,,,,,, IL AW.7ype 3110' Lamm ItVFko Ubaean VII Ekofauxon 1/4`EkolAUxm X Anther COpPatterne tOfracan Aggiecata Ubmacn Amme.tar S.-(05)Sbmsr(C5) Sanxr(W) USE THIS FORMULA TO OBTAINTHE'1WCHOR Ix 411 Eaaa 1YslanoeMt P 2-lir I- 2-11$ 3-VB" t" 2-V7 I- I 2-12' r 3-vr r 0.48• %w 0.324` CAPACITY REQUIRED•CORRESPONDING TO AN i= Embedment m 1-318 1.214• IAW 1-314" r 1-11V1-11 1-V4" 1-114• VIM 1.114' r tate" I-w cartes ACTUAL PRESSURE REQUIREMENT FOR THE Q X 2Anb=@4.75MIn.O.C.I3tanftdorgsel Capu`417 390 ft390®8 4502. D90ISs 164d 8o 27028 280Im 3mws 74o 25 374 chs 6641b5 948 tbs 341 aK 442106 SMS OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ancta @ 1.17Mh(XQ I SW40rd(w()"CUP ft 4 4802. Too me WA NIA 3601ba WA WA WA WA WA 652 an e951m 112015s CAPACITY(FROM THE TABLE)OF THE SELECTED �_ to , 4 Anchm @ W Mbu O.C.1(2)245 Angle ISPs I ft 37 78023 780 w 88023 15601b5 �.T t its WA 760 2. 748 rm We Fb 189215. 652 V. 995lbs N201bs MULLION.[TWILL Y(E1D A MINIMUM ANCHOR acc 2AMbe.@pASMinaC:IVZUp,1do.l25'Atum.tflo.4t MA WA WA WA WA WA WA WA WA WA WA WA71588CAPACITY WHICH MAY BE USED TO QUALIFY1AxlmrlF-QP(F81.e7 195 tb3 105 h. 2252. 445U 140 tba 17723 37025 1872. 332lb. 4732. 170 ft 2111bs 2802. ADDITIONAL ANCHOR OPTIONSFROM THE 2Alxisom 4§t.IV Min,MCI FOp(Flo•6 2402. 35023 NIA WA 1902. WA IM WA WA WA 3112. 4421b9 L6023 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2: TABLE NOTES: ED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PRODUCT'g with the e Ffatit� 1.000' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. bt rnmptyingwi87 --� �^*- Nuild"mg Oodc Acceptm "O 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, r El bei ° I FIGURE 3: 1 B7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Mien( a Prodad . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED -125' LYNN FIGURE 4: FIGURE 5: FIGURE 6• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r ` ��,.•"�CENS(:*•" YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•TS AND BE A MINIMUM OF.125` t ti,�°': 4 7'T�•',, # THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1°X 2`X.125•MULLION 58705 ® THE MATERIAL THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND NO• THE MAT(7ilAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. r.1 .J „_. F O �C?` A.LYF1h11 FL P.E.#58705 TABLE 2A Mullion Capacity Table se OpeningWldth(forve7tica*sparvj rndons)orOpeningHSlght(for hodzontatisp6MngmUUons) #� < 501n 60 In 701n win go In 100 to 1201n 140 in160 to dt Reete�orar Traplyda�. Reuarquar Tfap11'dan9. ReeWrpotar Srep7nary. Raetatgol4t T+aWTda9. Rete +lar TropTdanp. RectsngNar Tmprtdar47 Ravtargutor TreplI119rp. R4clen9War Trap nlerg. Redata TtapTrtarg a i x 2x.376 Loodtp Leeann Loa409 LOWI09 L.-wft Loamy L.&C L.WN wadDv Loodtry) LoadingLoadeg Loadig Loadhp Laaaig La&v Lo08o0 L-ft i'sY Alutn.Tube Mulliona g y a a s IdN z � m 42N 170.0 820 170.0 435 151.31 662 7700 478.120.71 682 170.0 600 IM51 562 189.5 513 1009 882 158.9 517 90.8 662 1589 517 75.7 662 160.9 617 84.9 862 169,9 517 68,7 682 1568 517 4 48 In 121,8 607 1340 419 101.4 507 1192 4t0 88.0 507 10.4.7 403 78.0 507 1028 399 87.6 507 99.8 397 See SOT 990 395 50.7 Ti07 89.0 396 414 567 99.0 396 360 507 99A 396 -1 60.625 to t(/37 450 114.8 319 88.4 458 999 371 747 456 90.5 364 84.8 456 848 360 $7.5 458 81.3 857 61.8 456 800 358 432 458 80.0 358 37.0 U'8 8a0 358 324 456 80.0 359 ",�5. Q' co 54 In 85A 400 93.3 338 71.2 400 80.9 328 61.0 400 71.7 322 53,4 400 67.3 310 47.5 400 64.0 315 427 400 62.3 314 336 400 51.8 313 30.6 4D0 51.0 313 267 400 61,8 313 W d O CD )� SO In 62.3 324 668 278 61.9 324 ts7.5 270 443. 324 5i.2 264 338 374 468 230 34.8 324 43.8 257 31.1 321 420 255 26.0 324 40.5 Zia 722 324 465 233 19.5 724 40.5 253 SO {(} 63 In 528 284 STA 252 40.8 284 48.2 246 364 294 43.5 241 310 294 39.6 237 29.9 294 37.1 234 Me 294 35.2 232 224 294 335 230 192 294 33.4 230 18.8 289 33.4 230 J C 66h 48.8 260 40.6 230 360 268 424 225 33.4 268 37.5 271 29.2 260 34.1 218 26.0 289 31.8 21S 23.4 265 20.8 212 19.5 268 20.0 210 16.7 268 27,7 209 14.6 268 27.7 209 � moi, �• 2 7210 360 225 37.8 195 30.0 225 322 191 23.7 225 29.4 ISO 2ZS 215 256 185 2110 22S 23.6 182 18.0 225 221 760 160 725 20.3 1R Y29 22b 18.8 176 11.3 225 We 176 Z 781n 30.6 202 320 177 25.5 201 27.2 113 21,9 202 23.9 170 192 202 ff15a 202 19.7 165 15.3 202 164 183 123 2O2 767 180 10.9 202 15.0 150 9.8 202 160 158 -.1 Z 781n 28.3 192 20.8 168 23.0 191 261 785 202 182 22.0 162 i7.7 191 192 te.1 757 14.2 192 168 155 17.8 192 15.2 t52 t0.1 182 144 150 8.9 192 14.2 150 Q a -In 265 f44 790 128 164 Sof 1&f 120 e6 N 15.2 127 168 113 Q Z N a- TABLE 2B AnahorCe ac Table Ib6 ANCHOR CAPACITY ADJUSTMENT FORMULA: (D SANCHOR CAR.®,, X utaUala: 2.7k(Jamtota 3.5k Cana. HoSow CMU F6ky CMU PT Wood MCI,] (DP®)X }c ANCHOR CAP.ua 0= Y Y S11VEtco 714.85Eko 5n6'Exo 1x•88Eko #10S11012111.1 012 Steil MULLION CAP.,,v,,,,,, h N 4n (n AnctwrTipe Yf6•Etw UStecar 1t4'Eko low_ 3tf6'Etco tEmcon fx'Eico Ulimoon Anchor CUP patteme Unmeon Atl9mtafa t9trecon A9peGefa So0.w(G5)9amW(G5) 64tew(G5) USETHIS FORMULA TOOBTAtf•77HE'ANCHOR � x Q Edge Mum.04 r 2-Ur 7' 2•ur 3.1x6' P 2•U2• 1' 2dtr r 3•Ue• r OAr 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN d r 0 - 1• 41.3x' 1-314' 134' tao' r mw 1-rte t•ftr 11x' 7v4ACTUAL PRESSURE REQUIREMENT FOR THE 2Aw9947Ma mq75-442* 392 ms 39D r. 450 ms 6922. 1544 2* 270 9xi 2so ms 354 The 740 ws 374 ma 664 mo 94615. 341 ft M 1b. sen m OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arctm,s®1_t5'ML7.O.c.t3tmwtdtaortse0C9PtFr9.2fi 48)R* 70D M3 WA NIAwA -NIA ZFte WA WA WA wA wA s6za. ea5sas 1/2ocs CAPACITY(FROMTHETABLE)OFTHESELECTED 4 Arck.03.60n O.R 1(2)295 Ar&Cops 1(Frp.4. 78D 9xi 78D 2e OW 6n 156028 ts982s 5402a 568 nm WA 760 tea 7481ts 5802. 199298 662b 865 Lbs 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR ?AnoOas(�0.45•drat O.C.ltf43ip,iMo,t25"ANm.(Fp.4) WA WA WA WA NUL WA WA WA NIA WA WA WA WA WA R52s CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anclmrr F42y71Fi9.5) 195 195 RM 2252s 4452. 922 toe 1352. 1402. WIbs 370 tt3 187Its 032Ib8 4731)- t7o bs 221 Ibs 2622. ADDITIONAL ANCHOR OPTIONS FROM THE LAncea4a 1.16,Mit.010.1st2tp1F61.6}: 2402. 351f its WA WA WA WA ISO as WA NIA wA WA WA 341ras 4;2116 5602a ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2- TABLE NOTES- ORODUCT REVISER w complying witb dm Flerid6 -� 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Bu)tdignCade 16 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -� 1.000" �- AOttPfameNo I ' FxPI I=Date ) �- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE, By FIGURE 3: Miami hvdffcC 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 20D0' . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIC71ONS SHOWN ON SHEETS 21-23. 1 / FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ```�kr{LYNry df�(���ii ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375' Com\-'.i,)CENs�;'•.lpp A CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL BEPRESSURE-TREATED -L' 7:: 3; FIGURE 4; FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.i25' t fft X705 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' SHA THICK N GAUGE).STRUCTURAL STEEL TO BE AT 1"X 7 X.375'MULLION - /j IL 11 1 11 I I 'l LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND G( • • THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. :rqp•,.• r5� F b ' A.LWIN MIhUEF3,P.E. FL P.E.#58705 TABLE 30. MufiIooCapacftyTab1opsM5 Opening Width(for 9eRica*spamirg mWons)or Opening Height(for hoFtmraa*spercirg mullions) 501n 90 in 7010 1 6014 gain itpin 120h 14 Fn too In 11,9911 1X275X Racf°°pRar T�eptMeOg. [17 npW� TmyYT". . R.W. Ttepme, Reden{glei Shp�lStnng. Rectenet TtWRIog. Rectaq�er Tmp rrt-4 Roet4ngilr Tteprma", Remmo. Tfep?dag. Reeteng,4er lhpffleng ITL Loadf<g toadredn0 lnxdn9 L-ov wsNg wade. Laaan9 tuadg wean. Loedog Lo4ft Lang wadrg Lmdng toadng Tnadng Load,. Y !Yt mullto toN 42In 170.0 820 170.0 435 744 170A 470 170.0 665 170.0 508 110.0 8A170.0 519 170,0 1118 170.0 621 170.0 1240 170.0 521 148.7 1301 170.0 621 127.5 1301 170.0 621 111.6 1301 170.0 521 401. 170-0 708 170.0 624 554 170A 664 170.0 092 170.0 SW 170.0 1133 170,0 881 t5f.8 1139 170.0 677 tX6 1139 170.0 650 113,9 tim 170.0 680 97.6 1138 170.0 680 ESA 1139 170.0 680 7 S MM In 170.0 74T 1700 683 170.7 6% /TOA 031 147.8 1032 170.0 684 148.8 1032 170.0 723 130.5 1032 t70D 747 117.4 1432 170.0 758 97.9 7032 170.0 750 03.9 1032 110.7 758 73.4 1832 170.0 758 541. 170.0 797 110.0 812 ill" 007 170.0 691 1382 907 164.7 730 120.9 9W 162.5 720 707.6 907 115.0 714 96.0 907 141.1 710 50.8 907 140.0 709 69.1 907 140.0 709 50.6 807 140,0 709 m p 8014 141.1 735 15t.6 025 717.8 736 130.3 Bit 100.6 735 11&0 599 86.2 735 109.2 590 704 735 99.6 683 70.5 735 95.1 578 58.8 735 91.8 574 50.4 735 91.8 574 44.1 735 CIA 574 1140 631n 12IR 668 130.6 670 101A SM iti.5 657 87.0 665 962 547 762 666 90.1 630 67,7 688 03.0 531 me 668 799 528 60.8 666 750. 621 43.5 666 75.6 621 3&1 666 75A 521 � co -j 6614 108.0 607 1124 522 86.6 607 98.1 511 70.7 807 85.0 501 68.2 607 T7.1 493 582 607 71.5 486 63.0 807 67.0 401 442 607 WA 470 37.9 807 027 474 33.1 801 e2.7 474 Z W m +� 72 M al.6 510 &1.8 443 630 510 73.0 431 69.3 10 64.3 428 SLO 510 67.9 418 45,4 510 53.3 413 40.6 510 500 406 34.0 510 45.9 402 202 SIC 44.4 384 25.5 5tD 41.3 �fl K IL j). ��71 76 le 69.4 458 72.6r:194 57.8 450 61.7 392 4&8 450 54.1 385 43.4 456 40.0 '378 30.6 455 44.6 373 34.7 456 41.6 368 289 450 37.7 382 240. 458 30.0 354 21.7 458 35.7 NO J 6 -78 ie 642 435 07.0 53.5 435 58.8 373 45.9 435 49.0 768 40.1 433 44.7 360 35.7 435 40.9 356 32.1 g-7 26.6 435 34A 344 229 435 320 341 20.1 435 322 340 ¢ e-90 In 419 327 *A 34,8 327 3&4 285 290. 327 31.6 230 26.1 327 2&3 275 232 327 25.7 271 219 t7A 327 21.0 282 140. 327 t&3 268 96 le 34.4 287 35A 2a.7 207 209 252 24.8 287 280. 248 219 287 23.1 244 10.1 287 202 240 17.2 14.4 287 182 232 }�- Z 910 O 106 In 242 227 24.1 20.2 227 20.8 201 17.3 227 16.0 198 15.1 227 16.0 195 , B- ill o o' tit In 22.3 215 227 16.6 215 18.1 l9t 16.8 215 100. 168 W U) 1201. 179 181 !79 187 N d1 x TABLE 3B T 11 U 0 AnehorCo act Table a ANCHORCAPACITYADJUSTMENTFORMULA; a .N ANCHOR CN'.,�.,,,,,, O Sabstmia 2.7R Concrete 3.5%cono. H.1mcmu Fled CMU PTYftW Metal (Dnc)X( )=ANCHORCAP._ R' 5r161ika im ss Eko 5116 Eke il4.9SEleo 010Steel WSW 612sted MULUON CAP. AnchorCll Pettem9 AncOor 3/16 Elco tAtracan tM'EkO UBmcpt � � 3176 Ekot7ltraopr 11P EMo UlOapm A for UOmean Amm(letnr Sem/G sew ' p fl9� (5) (CS? scrervi05) US£THISFORMULATOOBTAINTH£ANCHOR Edge 0410000 ft t• z-1rr t" 2-lir 3.116 1 1• 2-ire• t" 2-fur "Ar 21 0.46• TSF axe CAPACITY REQUIRED'CORRESPONDING TO AN mb Eedment(In 1,141 "4' 14V1814" r 1414' MW MW 1414' 1.114• 1411 r tars• tall• ;saesACTUAL PRESSURE REQUIREMENT FOR THE 2Amhaeo4.7Y Max O.Q lswwmd crono CUP(Fig.IX 39093 390Ma 4501x+ 890143 1044 R3 2709x1 280 Ms 354 Ms 74010 314163 COW 84603 34103 44203 56003 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchomd ti•Min.O.C.l Stamlor0(erMet)CUP".2). 460143 70o03 WA WA WA WA 380 Ws WA WA WA WA WA 602 lbs 865 Me 1120143 CAPACITY(FROM THETABLE)OF THE SELECTED dAncbm g W Mtn 0.7.1¢)235 ftle Clips/(Frit.3)' 70093 780 Ms 880163 15601W 189803 540R. 560 IDS WA 760143 74003 880It3 189210. 68203 665[be 1120 be MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 AW0.0 0.45•MM.O.C.I Df21p,MM.125•Ahun.iF7p.41: WA WA WA WA WA WA WA WA WA WA WA WA WA NlA 715IDs CAPACITY WHICH MAY BE USED TO QUALIFY f AOeMr/F4 (AO.Sj 48563 lo5a3 2251Ds 445 kbs 622 Mo 13593 140lbs 177143 370143 197[be 332103 413 Ms 17093 221 itis 280 Ms ADDRIONAL ANCHOR OPTIONS FROM THE 2Anolm@ IAV MkL O.C/FC1ip 019.41 24003 35083 WA WA WA WA 100143 WA WA WA NA I WA 1 34191 d4283 58003 ANCHOR CAPACiTYTABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ��CIRC LED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. `•�.,• PRt3flITCTREVfSED as complying with the noft � IIpltdmg COdt FIGURE I: FIGURE 2: Ac«pientziMlfo'O'�($.( j. TABLE NOTES: �--1 1,004" �-- t'apilaHODDah �Z) 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. D3! SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i Product Ox" FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ���11�1Y LYNr�1�.jrI ji7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' a•��'Q•'4• 17<<tC,flr'' Eo o AF I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1 • C,ENS � FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. )t ANGLE CLIP MUST BE USED IN PAIRS. 54705 4)SUBSTRATES:CONCRETE SHAW.CONFORM TO ACS 30t SPECIFICATIONS.HOLLOW AND GROUT-FILLED ' FIGURE 4: FIGURE 5: FIGURE 0: CONCRETE BLOCK UNIT(CMU)SHAM CONFORM TO ASTM C-90.WOOD SH/LLL BE PRESSURE-TREATED 375' `O +�" [ T.Y YELLOW SOUT Hr:RN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6083.75 AND BEA MINIMUM OF.125" %A v L(/ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,SHA THICK N AT LEA STRUCTURAL STEEL TO BEAT '`` •E .•�� LEA37.125 THICK AND 0.36.ALL ANCHORS INTO METAL SHALL EXTEND AT LAST 3 SCREW THREADS BEYOND 1'X 2.76•X.375"MULLION '��`�^,'•.,F(OR1DP,•• \�.; THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEI,18-8 S.S.OR 410 S.S. t�t�s . P.E. 'a FL 58705 58705 TABLE 4A ® Re n Murton Capikelty Tabu 1b91W) Opening Width(for vadcelVsparrig mUlions)or Opening HNght(for tnrizorta"pamlrg mdfionsi) Celle SON 6013 701n 001. 9010 1001. 1201. 1401. took a. Rmlitndta acT3rapRcT g. edendrcTuancR'S tglaTpsc g.gg... Racri_r YT3rTdang_$r." e ._$y. m?-0rgP-aw @-W _ TMP6014_ -h.Ww_ a epa@fing^• �eaNng�do... TPdi.,4_ aRectiewps aapardeng.x LoadnB Lod 11 06OAlumLending L"Ang Loadno lnadg Leading Loading LoadiLoadig Loading Loading Loadw Lodrg Loadng Loadg Loo6nLoWg Z va sx4 feTubo 7Dl - N l a 1 12 1- I a, i 0 1 H 42k 170,01 620 170.0 1 435 170.01 744 1170.0 1 478 170,0 886 1 170.0 508 170.0 492 170.0 519 170.0 1116 170.01 521 1704 11.0 170.0 521 170.0 1408 170.0 1 521 1561 1620 170.0 521 176,6 1820 170.0 521 � W 401. 170.0 709 170.0 52A 170.0 850 170.0 594 170.0 892 170.0 630 170.0 1133 170.0 qt 170.0 1275 170.0 677 170,0 1417 170.0 680 141.7 1417 170.0 We 1215 1417 170,0 680 100.3 1417 170.0 Wo a = 50,8251. 170.0 747 SX0 5W 170.0 NO f70.0 631 170.0 1046 170.0 684 170.0 St95 170.0 123 1626 1286 170.0 747 146.3 12$8 i7Q0 750 121.H 1288 170.0 T58 161.5 S28@ 170.0 750 VIA 1286 170.0 756 W G t' 54 in 170.0 797 170.0 Ott 170,0 Me 170.0 691 170.0 7118 170.0 754 150.7 1130 170.0 8W 433.8 1130 170.0 837 120.6 1130 170.0 858 1005 1130 170.0 661 88.1 1130 170.0 881 75.3 1130 170.0 601 [L1 o F 6ok 170.0 885 170.0 701 140.5 915 1621 761 125.5 915 144.5 746 109.9 015 1323 735 07.8 915 123.9 726 87.9 915 110.5 720 732 915 114.4 715 62.8 915 114A 715 54,9 915 114.4 715 Imo- Co J J _ q1. 151.8 830 181.9 7f0 1265 WO 538.8 891 1065 830 123.2 981 11..9 830 1122 B70 64.4 WO 104.8 862 75,0 830 98.4 858 q.3 836 84,5 Big 542r407 94.1 049 47A 830 94.1 OW V 7 6813 132! 757 1409 850 IWO 757 119.8 O38RQUU757 105.8 924 62.8 767 00.1 014 734 757 89.1 ON 60.0 757 842 NO 65.0 757 70.0 593 47.2 702 69t 41.3 757 702 591 Z 721. 101.7 830 100,8 552 04.8 838 91.0 540B 80.1 530 W.0 WB 722 521 S8.5 839 68.5 514 q.9 838 923 5W 424 O3o 572 500 38.3 55.3 497 31A O3@ 55.2 497 W 78k 88.5 571 9D.{ 498 721 571 76A 4W1 6TA 479 54.1 571 800 472 48.0 57t 55.5 464 43.2 571 319 459 38.0 671 47.0 451 30.0 44.8 447 27.0 571 1.,5 1.6 _S J oR78In 800 542 W4 414 88.7 542 70.6 4852 62.1 450 50.0 542 55.1 449 44.4 642 51.0 442 40.0 542 47.5 437 33.3 $42 428 428 269 40.6 425 25.0 542 40.4 423901. 521 407 q.7 361 43.4 407 45.4 3567 39,8 340 325 407 35.3 343 28.9 407 321 330 20,0 407 20.6 334 21.7 407 26.1 327 189 24.1 722 18.3 407 750 310 ' 4 ,Z r98k 420 358 44.1 320 35.8 358 37.2 3146 324 309 &8 358 211.8 304 23.8 358 20.1 300 21.5 358 249 290 17.9 356 2S-D 289 162 192 284 1081. 30.1 283 30.0 255 25.1 283 259 251 219 263 22.5 247 1" 283 19.8 244 16.7 297 18.0 210 15.1 2W 1B5 237 CC W S []1H.1q1 -LfE22j9 3 1.2 23.1 287 23.8 238 198 207 20,6 235 17.3 267 18.3 231 15.4 281 18.5 228 R: N.3 209 163 228 78.6 ZOS S6T 22V tat 202 Q x Q 0 0 TABLE 48 Anchor Capacity Table ba ANCHOR CAPACITY ADJUSTMENT FORMULA* z� ANCHOR CAP.,,,,,,,.,, as .� Sub014te; ZTk(bncrete 3.5k Can. "a"emu Feed CkO! PT Wood Metal (DP_) �=ANCHOR CAP 3116 AncMx7Ypo: 3rfa Eke UlInmen 114'Eke InOacon 57fa Eko y1a-Eko a toren 114'fIW lnlydcm 1/4'S3 Eko 611G Eleo 174'SS Eke 610 Steel 912 Steel 1112 Steei MULLtON CAP.,,e,,,,� AnchorCHpPattem6 Ut-on AWLata Unman AgpreGele4 Semw(GS)Saew(G5) 8aew(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dlstbne Onk 1' 2-1w 1• 2•trr 3416' f• 2-tan r 2-vc r 3-lAr 2• 0.4w GsV 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment k t V4' 1.314° 1;14' 1.314' r 1414' 1.1/4' 1.114' 1-14' 1.114' 1-i/a' r lava tar .edea ACTUAL PRESSURE REQUIREMENT FOR THE 2Arohae Q 4.75'MIn.QC.I Slendud w Orsel atp".ik 3%lbs 390M 450 ft 680Ib. 1044 bs 270 roe 260 the 354R% 740ros 3741os W4W9 94s wa 341 me 4421,80 bOM OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Alfchaa@1.75°Mk.O,RI S1aMmd(of 00ccl)Ckp fig.2k 480 Ds 700 wa WA WA WA WA 380 wa WA WA WA WA WA 682160 C485 1120160 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AncMm�3'Mia 2sS An*CUP/(Fig.31, 760 ms 750 M. 680 be 15W0ac 1690W 540 ft 560100 WA 760 wa 745m 080 to�4-73 662 ws !120150 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchom 00.45'6Taa,O.G I UCIIA Nlo.W Alum.(Fig.4k WA WA WA WA WA WA WA WA WA WA WA WA 7161bs CAPACITY WHICH MAY BE USED TO QUALIFY I Anchor I FClo(Fg.5k 133f5a 195U 225$9 445lbs 8221bs 135@0 140 Ins 177 roe 370wa 167Ica 33216 170 Stag 22111% 26015s ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchom 01.15'WA O.C)F-al (FIG.6k: 240 be 350 Me WA WA WA WA 190 rog WA WA WA WA311 ros 44215s 56000 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, PRODUCT REMED as complying wish(ho Floridt FIGURE is FIGURE 2: TABLE NOTES: OoitdfngCodc jr,-Iti "tl61,03 Acceptance No --( 1.000• � BsplrafionLlaf% /goal i)SEE SHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BY .�I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mf-``itm /I/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 7 FIGURE 3: , x() -•••••.?L(�„�i� 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. `r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. +1�•' •''t 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 Com.WOOD SHALL BE PRESSURE-TREATED 850° --O "• 1,6 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125" �' 'r0 STAS-OF '•4 THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2,75 X.650'MULLION F�C�`••......•.., N THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL.,18-8 S.S.OR 410 S.S. /ONAL A.LYNN MILLER,P.E. FL P.E.#513705 TABLE 5A Mulgan Capaft Tabite(Ibaft Opening Width(for Valtica*spa millionss),arOpening Haight(fbrhvodzorft*sps mtoons) 501n SON 701n 60 In 801n 100In 120 In 140N 160 In Roctangulat I MWefav RactowdorI TmWd.V- Rectangular DT-V. Tmwmmm �� Wdwmtw lwwfang-, A--WftI TrWM-V. MclaraA"I Twpfrdanq, Roatangil'a 1JqMto'l"x3.125"x Loading Loaft loading t.""o Loading Lodno Loading Loading Loadng Loading Loading Loading Loubw Loading Loading Loading Loodq 2! AW Alum Tube NWII to cli s Z c" L 0 421n 170.01%0 170.01 435.170.01 744 170.0 478 170,0 088 170.0 W 174.0 902 170A Sig 170.0 Me 170.0 621 170.0 1240 170.9 621 170.0 14M 170.0 621 170,0 17351170,01$21 ISC41 JeC2 170.0 $21 - 18N 170-01 708 170.0 524 1170-01 W 170.0 5U 1704 M 170.0 ON 170.0 1133 170.0 681 -j 170.0 1275 170.0 077 170.0 1417 170.0 600 157.7 1577 170.0 650 -.1 135.1 11577 i7a.0 ON 118.21 15n 110.0 080 -31 1495 170.0 SOMS In 170.0f 747 170.0 SM I JTC.0 I ON 170.0 631 170A iM 1170.0 M 170.0 1105 J704 W t7uo 1345 17MO 747 170.0 1404 170.0 758 141,7 J495 170.01 75-%6 121,5 1495 17MO�D 750 100. 750 11I ` 6419 17MO 1 797 170.0 Sig IMO DW 17(LO Oal 1700 the 170.0 ISU 1770.0 IZV75 170.0 903 186.1 1401 170.0 837 140L6 1401 17" 650 0 lZ4.6 001 170.01 861 IOU 1401 170.0 NJ 93A 1401 JTo0 861 60 in 170.01 m 110.0 701 V0.0 1083 170.0 797 158.5 1150 170.0 M. 138.7 1156 107.0 M 123.3 1158 168,6 917 IWO 1`156 140.7 910 92.5 JiSO 144.5 003 79.3 1150 144.5 Doo 89.4 1158 t44.5 003 co (D 83N 110.01 sm 110.0 745 169.8 1049 170.0 8W 137.0 100 155.5 NO 110.8 1049 141.7 W t0e.6 1049 1132.0 - SW We 1040 125.6 We 70.9 1042 1113 620 W-5 1040 118.9 8J9 69.9 1049 11" No Z) 4. 00 In Ifte 9555 00.0 789 02-0 9W l5tll ON 119.1 955 133.7 789 t042 W 12t.41 716 92-6 065 112A 765 83A M 11014 757 09.5 955 98.8 740 59A 855 G&T 748 Stj M 987 746 z 1 *1 1. 72h 120.5 60 134.0 007 107.0 803 114.9 6M 91A M 101.1 670 60.3 SM 91.2 659 71.4 503 83.9 649 04.2 60 Me 642 $3.5 803 n2 e32 45.9 603 69.0 003 69.7 w "5 'To*0 C17 1 0' H-3 2 le. 39e 721 56.8 tz W 721 W4 50 56.1 W3 50 54.0 721 -�10 5 _j -j 0 R In 109,2 721 1114.1 029 01.0 72t 97.8 ate 7&0 721 55A m 6$131 721 Tas $05 em m mi ST4 721 N ToIn loco m -IM4 _ 64.2 684 ODA 567 72.2 684 70A 576 03A 684 70A 667 54.1 664 61A 558 50.6 sm _SU 34j 9 59.9 551 4Z1 6Q4 64.1 541 WA 584 151.3 1 W 31.0 ou we sm 9019 858 6`14 07A 458 54.8 $14 57.3 448 47X 5`14 60.0 440 41A 514 44.6 433 W.5 514 40.6 427 US $14 37.3 421 514 33.0 41 235 14[!LAJ:4 21A 514 20.0 40 Z C_ < to BBN 542 452 55,7 4% 452 452 470 393 387 452 400 M no 452 36.4 364 311 452 3" 370 271 452 3U 3n 452 co X 20.6 194 452 2Z8 0 i0flin 30.1 357 0 322 r3l.7 27.21 357 28.4 312 23.8 357 252 305 21.1 357 22.7 303 19.0 3S7 2U 209 293 13.6 1.0 to W c%I 300 29.2 111 10 35.1 330 35.8 1 25,0 338 28.1 338 20,8 200 17.5 = We 284 4.6 338 US 270 S2 0i 12pla V-1 289 M2 203 23.1 289 23.7 259 119A 289 20.6 1 258 111.3 289 1 1&1 1 252 1 15�4 -240 13.0 209 4.0 248 -- 'e. TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: z�'8 to An horCopecltv TableAlbs) ANCHOR 1%ca UK concide 15k COX. ""pow cmu FikdCMU' PTINOW III Natal (DP_) r�ka Uftm 5filr Elea 3116*EI 114-SS Et I&IS'Eko 114'SS Oto 610 Steal zstw mp ) MULLION =ANCHORCAP._ AmIwTjJw WIVEIC0 Oman unfacon counman racon 0 1 int AnchorCtIp Pattoms I I "I-o-a A"W9011 Ulmom AMmOafor Stmw("4"trow scam(" USE THIS FORMULA TO OBTAIN THEANCHOR Edge DIstance0n) I" 2-lir I V 2-1tr 3-iff 1. r 1 2.vr z' I S-io 21 0-48' afic 0.324° CAPACITY REQUIRED'CORRESPONDING TO AN 14 Ir l-w4- 1-74* 21 1-1141 1-1141 1-1/4• 1-114' 14141 1-114' 21 l-w lana vadass ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncRiii@ 4.73-Wrt 0.C.1 Sim R aroumly xo!5! MMS 450 Me 899 RS 16U IDs I 2TOlbs 28D Jan 354flas 'a ws ms 341 Its 442 FWA �ffia�mfts OPENING,WHEN IT IS LOWER THAN THE MULLION I- -- Zte W I 740fbS �374 W 664 Ibs 4 AMMS 0 I.W mh O.c I Sammie(or OtW)Up pq 2) 4841M 70DIR, NIA WA NIA MIA A WA WA WA WA 68209 B85 U 1120 las CAPACITY(FROM THE TABLE)OF THE SELECTED W �A 26 4Atxt-T 01.0.0.11232%6 Angle Cap 181837 780 Ms 780¢9 sm ms i5m Its INS Rn 6401115 NIA mms 74B las 6wt MEX 1120" MULLION.IT WILL YIELD A MINIMUM ANCHOR so 3AmWM-@0A$- 0-C.1U�C1pjnIo.i2WAIUrA. 471 WANIA WA ]WA I NIA WA NIA Jul WA tO73 Ws CAPACITY WHICH MAY HE USED TO QUALIFY I hDr1J`CkP(Rg, as ms MW 445 Us 177M 22199 28099 ADDITIONAL ANCHOROPTIONS FROM THE L 2AA ,", "" N. NfA WA 100416 NIA WA NIA WA WA 34144 442 RE wo to ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. rRODUcrREVJSw as complying with the Fkrift FIGURE 1: FIGURE 2: TABLE NOTES: ACode mBuildh"'19 E Irmionowe 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, By SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Dade pm&a, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3., &( 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N..58706 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •Soo CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - -0 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL RE6063-T5 AND BEA MINIMUM OF,125• T 1p THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045°THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT I"X 3.2 VF MULLION ® --�L--��• LEAST.125'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VFMUUAON) 0 • THE MATERIAL,#10p ANCHORS INTO WOOD MAY BE STEEL,11"8.8,OR 410 S.S. AP.E. FL P.E.#68705 TABLE 6A n Mullion Capacity Table(lbstie) • Rik OpeningWldlh(foryerticauy-spernlrgmullons)orOpeningHeight(forFndzontaly-spaningmUliofu) c! ce 601n Go In 70 In DOW 80 in 100 In f2oin 14Q In 160 to O ReUenaufer Tmp sang RecWWU loWeaang. Rodanafft TteprfHaoa7 ltwonv- Tmpmtan0. Retwoulw he{VTaong. RectmgpJer Fapraeng ReOW904 11WTOM, Rnctong�am TreptAano. Rectwipt. yhwteng. q lx4x.125 Looting Loading Waft Lo.&p Loadrg L-Ift tooting Loading LoftLoodeg Loading Loaft Wadng Lood.0 Loedna L.sno Loading Loading 92!Mullion 113 �' s3 & _ 6 if h h S h &� tv all, Iga � �J b I I,I Iz pL 0 42 In 170.01 620 170.0 475 170.0 744 Ime 478 170.0 669 170.0 We 170.0 992 170.0 519 170,0 1116 170,0 521 170.0 11240 1700 521 170.01 1488 170,0 521 145.81 1499 1170.01 521 127.0 1459 170.0 621 40 In 00.0 708 170.0 524 170.0 550t70,0 654 170.0 992 170.0 830 170.0 fill 170,0 661 170.0 1275 570.0 077 168.3 1=1 1700 680 130.31 1303 1 170.0 650 itf.7 1303 170.0 660 97.7 1303 1700 680 � 04.826 to 170.0 747 time 563 5784 899 170.0 631 170-9 1046 570.0 654 170.0 1195 1704 723 t501 1235 170.0 747 140.6 1235 170.0 760 117.1 1235 170.0 766 100A 1236 170.0 756 87.0 1235 170.0 756 � �m co �o 641. 170.01 797 170.0 012 170.0 030 170.01 OB1 170.0 1118 170.0 764 /514 1168 170.0 SOl 117.2 1165 170.0 937 123.5 4168 I 170.0 668102.9 1158 170.0081 882 1158 170.0 WI 772 1158 170.0 061 m p 60 In 1704 US 170.0 701 166.7 1042 5700 T9l 1429 fee 161.1 832 123.1 1042 140.7 815 1512 1042 136.8 601 1004 1042 130.2 Tet 63.4 1042 125.1 762 71.5 1012 125.1 782 62.5 1042 1125.1 762 110 831. 1700 839 570.0 745 1512 092 1814 810 129.8 492 11-3.1 790 113.4 992 131.0 76'2 too.$ 992 121A 768 00.7 832 114.8 766 75.8 092 1004 746 64.8 992 1084 744 50.7 892 108.0 744 "1 601. 1654 947 170.0 780 137.0 857 1400 760 115.1 047 130.1 788 103A 017 117.7 752 01.9 047 1007 730 82.7 017 102.2 721 88.0 017 95.1 713 69.1 947 04.0 711 61.7 947 81.0 1 71172 In 135.9 849 1 1427 737 9f32 60 121,6 722 07.0 649 1 106.0 708 84.9 649 98A 690 765 $49 607 686 67.0 840 1 627 676 58.0 $49 75.3 660 485 849 72.5 652 425 848 72.4 651 U. 76I n 515.6 762 1207 665 98.3 762 1029 652 826 702 90.0 640 722 762 80.9 620 642 762 742 020 57.6 702 60.2 613 401 762 62.0 602 41.3 762 69.9 697 301 702 594 US J (a u Z g 78 In 1009 724 111A 634 69,0 724 94.6 621 7&3 724 Me 609 60.5 724 74,4 690 59.4 724 68,1 591 634 724 03,4 553 44.5 724 67.3 573 382 724 64.3 667 334 724 53.5 565 Q J F J r 80 to 89.6 543 71.6 483 68.0 543 60.7 474 49.7 643 fi2.9 466 43.5 543 47.1 458 36.6 643 42.0 452 34.0 643 a" 440 29.0 643 34.9 436 24.6 643 321 430 21.7 643 30.7 426 � O 981, 67.3 478 5119 427 47.8 478 49.7 419 40.9 478 432 412 35.0 478 305 400 31.0 470 344 400 28.7 478 320 303 23.9 478 28.1 386 205 478 25.8 380 17.9 478 242 370 F-0. fi) ID O fee 1. 404 377 41.1 341 33,6 377 34.6 335 208 377 30.0 330 252 377 28A 325 22A 377 24.0 321 20.1 377 220 317 16,0 377 19.0 310 14A 377 17.1 304 a � 111 In 37.4 357 37.6 323 30.9 357 31.9 315 26.5 357 27.8 313 232 357 24A 309 20.0 357 224 305 1&6 3S7 20.1 3011 15.4 357 17.4 294 tY x 1201. 28.7 306 20.8 270 245 306 26,1 274 25.0 300 21.7 270 18.1 me 182 287 103 300 17.3 204 p7 (17 I 17.0 2l2 172 190 Q x ^_ 0 TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: 21 Anchor Cavaeltv Table be S`tc.6lmte: 27k Cacmia 3.Sx C no.I Hoeowcmu F4fed CMtf I PT Wpm I Mets( (DP_)Xt ANGHOR _ANCHOR CAP.,., 5rt6•Ekn 1/rSSEko 5119'Etbo 114.SS Elco aloVed M25tool 6126ted MULLIONCAP.,,,.:CAP.,,•,,,,,,, ARChorClEp Pattem6 Ancbv7Ypo 3rt6'Eko Wbacan N4•Eko Ulimcan Utrson 31141'Ekn tnvaaon V4^EM UYmcon AgpreGeta, tAtrncon A04re0stor a-(35)84 (G5) Screw(GS) USE THIS FORMULA TO OBTAIN THEANCHOR Edge o(s(ance MY V 2.12• 1• 2-11r 3-11x• 1• 2-VZ r 2-frx 1 2• 3-1/8' r 0.48• a54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Endwmamr{trek torr rata' tun 1-314• r 1-vr 1404 1.1rP 1-114' t-v4• t-u4' r I-Mr tare• woes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Alrctgia®4.76•Min.O.G f 8tgMam ordaset COp(FID.11127. 390 Pos 390 g. 450104 680 R. 1644 ON 2/0104 28011,3 359 Ws 740 040 374 ft 804104 S46 fog 341 9. 442 on 560 roe OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ancbas 0225•Mh O.0.t SWUd forOgset)CIO ft,3}: 7602. ROU 560 Y. 14100. BS2 Poo WA- 56011,41 WA 610 Yrs WA 8801bs WA 6820. 88500 1120 ris CAPACITY(FROM THE TABLE)OF THE SELECTED SAmtcm®1.15•Mbs 0.0 I StM*W(a Men Clip ft.4T 960 ft 1400 lbs WA WA WA WA 760 lbs WA WA WA WA WA 1393 On li'M en 22401b3 MULLION.IT WiLL YIELD A MINIMUM ANCHOR 4A tma3'Mfrs O.C.1(2)2.5Anote CFOs J ft.5)= 7600. 780ks 6809. 1560 Ms 1888 Ds 540 ft 58011. WA 760@3 74811,3 We lbs 189210s 682 If. 065!60 i120103 CAPACITY WHICH MAY BE USED TO QUALIFY 6 Ancicm a 3'1,01.0.0.7(2)235 AnDTe Cops/(FID.6): 1170 to$ 11701bs 1020 M 234016s 2844 0. 8101bs B40IM WA 1140(60 11220. 1320163 2936 too 1D22 p5 1327 U low to$ ADDITIONAL ANCHOR OPTIONS FROM THE 4 Archom ffiO4V W.O.C./U4CjJA Into A2WAAtm.(Flg•7} WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 1430@0 ANCHOR CAPACITY TABLE 2Anoh-@ 225"Mkr O.GJF4M(FIV.67. 350163 35011,3 29011,3 M rm 476 11A Wp 2801hs WA 3115•s WA 440 ibs WA 341 0. 44284 560 res PRODUCI'REVISED 4 Anohola®1.15'MR O.CJ Wlp ft,9); 480 m9 700(03 WA WA WA NOf 3801041 WA WA WA WA WA 6026. 9850. 112-3 Iba as complying with Nta Florifit 1.000` B9Rdmg Coda 1Co-1,Z) NOTE.,FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, Build m NFp •a'j Ekpimlion I)ate /�,Z� TABLE NOTES: B FIGURE 1: FIGURE 2: FtGURE3: FIGURE4: FIGURE B: FtGURE9: MiamF daPlO sr(' • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE j1}i •++r r'jr • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. , .•'ocENs1cIL ''•. 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' •ri; No 5ff/05 TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET'S 21-23.FIGURES SHOW FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. a^00ti 6 • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED ..TAPE bbF ^+� • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126"SOUTHERN 'nT r-IOR1D?.••• tiff • • STUDS TO E A MINIIMUM GRADE 33 AND 445"THICK(8 GAUGE).STRUCTURALS EEL TO BEAT LEATH AN SG OF 0.55.ALUMINUM"Ll.BE 6063-T6 AND BEAMINIMUM I ST.1 5 THICK CK STEEL '��� ,"9110N(>s`y- ANGLE CUP(FIGURES 6&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& Jf j 1 r t i 111` #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1•X 4•X.125 A.LYNN iA1 L&,P.E. MULLION FL P.E.#58705 TABLE 7A _ Mullion Capacity Table QbsM • il Opening YBldl (forteifically-sparningmulirons)orOpeningHelght(forhodzori4y aspsnningmt•lons) h 501n 00b 70 in 801n BOM 100 in 1 1201n HON 160 in 6I Re4tanpdar UapRMn9. Rectan17Ae7 ilapl0lang. Rectmpder Aapadang. Reclanpda4 1WRI ng. Reolanguter T-ARdang. Rectangular Trapnifonz Red.Vular Tropfilo0z Rect"OW. Ttapthforg. RectmpAw Tmprole17g. 1%47[.376 tcadr0 toadng Loadog Lowing towing Loodng Loadn9 toednB Loadog Loadag •Lwdng Wedng Loodtng towing LoadNg laadng Loed7ag Loed� Alum.Tube 4 "T" a$$ €g �$g a z _ _ _ ra a r �r $ Mullion �� (� ��' B �' 4S� c7 � !) � cl CI S D 17 N F5 5 IN 19a Z }}.. 421n 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 ON 170.0 Me 170.0 892 170.0 519 110.0 1118 170,0 521 170.0 $40 170.0 521 170.0 1408 1700 521 170.0 1735 170.0 621 170.0 1993 170.0 521 O Ut 46In 1700 708 170.0 STA 170.0 ON 170,0 684 170.0 982 170.0 030 170.0 1133 170.0 661 170.0 1275 170.4 677 170.0 4417 170.0 680 170.0 1700 170.0 OSD 170.0 1963 1700 860 161,8 2024 170.0 680 W��) 60.63 In 170.p 747 170.0 663 170.0 696 170.0 631 J70A 1046 170.0 684 170.0 1195 170A 723 170.0 1345 170.0 747 170.0 1494 t700 768 170.0 4793 170.0 758 158.0 1919 170.0 756 136.6 1810 170A M 6413 170.0 797 1700 612 170.0 956 170.0 681 170.0 Lite 110.0 754 170.0 1276 170.0 ON 170.0 1434 170.0 837 170.0 1694 170.0 ON 169.9 1789 170.0 861 137.1 1798 170.0 861 INA 1709 170.0 get m p Win 170.0865 170.0 lot 170.8 1063 t70.0 797 t70.0 1240 1700 878 170.6 1417 170A 944 170.0 1594 170.0 908 155.5 1619 170,0 t033 129.6 `1819 1700 1083 111.0 1610 Woo 1083 972 1619 170.0 1063 1''- � � 6313 170.0 674 170.0 745 170.0 lite 170.0 050 170.0 1302 170.0 940 170.0 H66 170.0 1015 ISO.'/ 1642 170.0 1076 141.0 1542 170.0 1172 117.5 1642 1085 JIM 100.7 1642 167,0 1167 6&t 1642 1079 1167 6613 170.0 971 170.0 769 170A 1169 170.0 OM 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 165.5 1146 126.5 1472 I%It 1130 107.1 1472 147.8 1108 91.8 1472 1400 1104 60.3 1472 148.0 1104 Z 72 In 1170.0 1003 120.0 578 170.0 1276 1700 1009 150.& 1320 1862 flat 1320 1320 149.9 1082 117.3 1320 137.8 106'8 105.6 1320 Me 1048 88.0 132a 117.0 1024 76.4 1320 112.6 1013 178.0 1326 1125 1912 U q� 76N 170.0 1172 170.0 937 149A 1104 160.4 IOt3 12&2 1164 138.8 994 tt22 1184 125.7 978 99.7 1164 115.3 884 606 1161 107.5 952 74X 1154 97.6 035 64.1 1164 93.1 927 58.1 1184 92.3 925 y Z �+ 7813 1601 1124 170.0 967 1304 1124 147.0 065 118.6 1124 120.6 047 103.5 1124 116.6 931 1123 1124 105.8 9t8 no 1124 005 OW 89.2 1124 69.0 600 59.3 1124 64.3 881 51.9 1I 03.2 075 N J P 90N 10&1 644 IIC5 760 001 644 94.3 730 772 044 82.4 724 67.0 844 73.3 712 60-1 844 6s5 702 64.0 844 61.4 693 45.0 044 642 678 38.6 844 SAO 668 338 844 47.7 662 Z 5 a N 0913 89.1 742 91.8 883 742 742 77.2 662 07.8 742 87.2 841 55.7 7{2 69.6 631 40.6 142 64.1 922 44.6 742 40.8 614 37.1 742 43.6 We 31.0 742 39.0 600 27.0 742 37,5 584 2 tf 0 O 10813 626 586 63.9 530 52,1 two 5 1 621 44.7 600 48.6 513 39.1 MS 41A $04 34.8 6176 37.3 408 31.3 586 342 492 28.1 566 29.6 481 225 IN 29.6 4M 19.6 566 24.7 466 � Jilin 57.6 555 58.8 503 48A 565 49.6 495 412 656 42O 407 36.0 655 3&O 400 324 655 342 473 26.8 MS 31.3 467 No SSS 27.1 457 27.6 5% 24.3 440 100 535 22.4 442 !Uj Y X �y. SL• _ 12013 45.6 470 46.4 433 38A 476 39.0 426 32.8 475 33.7 420 285 475 29.6 414 25.3 475 28.6 409 226 47S 24.5 404 10.0 475 21.1 395 1&3 475 16.7 367 14.3 475 17.2 351 14413 264 330 28.7 305 22.0 330 22A 301 18.9 330 103 297 16.6 330 17.0 203 4.7 j 4��j(�0 TABLE M ANCHOR CAPACITY ADJUSTMENT FORMULA: a G gQ A"" Anchor Ca acl Table Obs) ANCHORCAP.„o,,,,, - alis Substrata: 27k(bocsete 3151,0000. h.OawCMU FOWChW PT Mood Matas (Dfl-)X -ANCHOR GN'�..m Anc6or7yps 3116'EtcoUlbacon 174'Eko V11mcon 6116•Etoo 3118'Eko t0t7aoon 114"Eko UOrocm tn"$S ESo WO"Elco 114'98 Eko p10 Steil 0129tul 012 Sted MUlL70N OAP.,,„,,,,,, Anchor Clip Patterns un-00 AMesatrc Udrecon A99rOW. acrewtn5l scr (C5) so-(OS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edpolslanee(iny r 2-Irr r 241• 3.110' I' z-trr r 2-11' r 13 3-1Ir 2' 0.46' o.w 24- CAPACITY REQUIREWCORRESPONDING TO AN Emcedmarc(in): tan" lane 1.374- tar*- r 1.174- 1.114' 1-114• 1414' 1-114' 1474^ r 131&• lata^ rede9 ACTUAL PRESSURE REQUIREMENT FOR THE 2AnobolsQJ.75'Min.B.C.l 3WK4td or Oftel CUP(Fi0,IN)c 390 ft 300 Pot 450 b9 690Ibs 1644 ft 270 ms 2001M 354@s 740169 374 to, 6641bs 94655 341 Ibs M1td 680 Ws OPENING,WHEN IT iS LOWER THAN THE MULLION 4AMbmsQ22VMIn.0.C,1Muw•d(«06se0CapfFp.3y Mrw TODR. satin Hte76s 962 IN 10A 5601St WA 6230 ft PA Melba wA Oaza. 695 a, 112o ms CAPACITY(FROM THE TABLE)OF THE SELECTED SA=l o @ 1.tS Min.0.411 Standwd(a 01ftet)CUP(Fig.4): 960 Ls 140D ft WA WA WA WA 700 IW WA WA WA WA WA 1363 Lbs 1770 Ws 2240 ft MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Aadnrs67ML 0.417("2)2r;5An&C14s7(Fig.bit 76o and 780M 6801St 1560lbs 18961" 6W He 5601bs WA 760 On 748 as Maths 1892M 682 rot 885159 1 1120009 CAPACITY WHICH MAY BE USED TO QUAUFY BAmhors @ r W.O.C.1(2)215 Atgk 43ip9 7(F1p.87 117016' '1701St 1020 R. 2340169 2844 ft 810 Lbs 840 ft WA f1401bs 1122 M 13M Ib. 2838 Lbs 1022 Las 132)lbs 1680 Baa ADDITIONAL ANCHOR OPTIONS FROM THE 4 AmMw@0.45•Min.O.C.1111Sip,Nto.125•Alum.(F7071: WA WA WA WA WA WA WA WA WA WA WA WA WA MA 1400 No ANCHOR CAPACITY TABLE. 2Anchors @ 225•M(r.O.C7 F-00(T7g,9): 350 the 350169 290 Ins 705 Lbs 478 ft NIA 2801bs wA 3151Ds WA 410169 WA 3117bs 442106 5601bs PRODUCT REVISED 4 Anchaa@1.IV MI.,O.CI F--CnP 4Fs19)-. 4808' 700me WA WA WA wA 3801bs WA WA WA WA WA 602100 0851bs 11201ba as complying with the Flbdd• NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B071ding Coda --j 1.062' f-- -^•i 1,006' �-- A(teptmccNo1�v-492l8.�3,j punt Dale /��' TABLE NOTES: e FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION beam 1}ade Pmd" • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 t i t 1171 • • • \��Off(LYNN 4fj(r�i,�� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • 3)MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE `F��;` 4 -,•i4 SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000" -%' • Nu.50705 SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ FIGURES: FIGURES: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE •• � 6 ;' 4 j1 • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHAD BE (^3C O '063-T5 AND BE A MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045• 376' • • .375" .-l- j,'' .••........ TO BE AT LEAST.126- CK AND ALL ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. NTIO METAL HAL EXTEND ATLEASTSTEEL SCREW THREADS BEYONID THE MATERIAL. 0 8#112 1"X 4'X.375 1"X C X.375' t 'f Jsst C}j•�l.,l l ANCHORS INTO WOOD MAY BE STEEL,1"&S.OR 410 S.S. 'T'-MULLION MULLION A.LS'W6 MILLtk P.E. FL P.E.#58705 TABLE 8A Mullion Capacity Table POOo 3 +xr Opening Width(torveNcelty-spamtngmuSorq)or Opening Height(for horizorietly-sperWng muftns) 6o to Boln 70tn BOM ODM1001 120tn MO Io 1601 Rxlnhs/r haprldang, RaUang144r Tm nn (ad Tmpf8leng Reotarww TwIdeng. ma now 7replMeng. Mclenpular Trep'rdan9• 115 '1.28"X P� B• RedmgWar 7mplTdang, Raalangalar Mpfrddng, RcUangiar TmplMatg. Racicm ar Gaadng Loadag Loa&v Loafing Lwft Loadng Loaft Roaring Loafing Loadlnp Lw&g Loadno L.&M Loddng Loafing Laadn 4ti 8.'188"X gg g g fg B RoadaeB LWd1p TubeMuli $ s9� T! l i! 8� X� �^ �^ rT G ` g.. c Ut✓i g g 131 .1 4 t 1 t g gal I z r � 42 M 170.0 620 170.0439 170.0 741 170.0 478 170.0 668 170.0 500 1TO.p 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 621 170.0 1735 170A 621 151.8 1789 170.0 521 a {j 481. 170.0 708 170.0 524 170.0 850 170,0 584 170.0 992 170.0 830 170,0 1133 170.0 68S t70.0 1275 170.0 677 170.0 '1417 170.0 660 Me 1648 170.0 660 132.7 1540 170.0 680 110,! 1546 170.0 BSO 7 � 50.5251 170.0 747 170.0 563 170.0 808 170A 831 170.0 1049 170.0 864 f70.0 2186 170.0 723 170.8 1345 IMO 747 167.0 1488 170.0 758 139.2 1468 170.0 766 119.3 1468 170.0 760 104.4 1488 170.0 766 2 '7 611 170.0 797 170,0 812 170.0 958 170.0 691 570.0 1118 170.0 751 170.0 1275 170.0 803 7851 1376 170.0 037 146.8 1376 17tlA 858 122.3 1316 170.0 661 104.8 1376 17MO 881 91,7 1376 170.0 861 m p 601 IMP 885 170.0 761 iM0 1083 176.0 787 158.9 1559 170.0 878 13&0 1156 !67.4 090 123.6 1158 158.9 919 if12 1158 150.0 912 02,7 Me 144.8 905 79.4 Me 144.8 805 69.5 1758 144.8 905 i- U Lij to J 831 170.0 830 77.00 745 180.E 1861 SMO 880 5372 1955 155.9 682 S20•t 1051 142.0 840 708.7 4051 132.3 637 89,1 1055 125.7 6X1 80.1 5051 118.5 822 88.6 1651 118.1 821 8010 1031 118.1 821 a J BA M 167.1 957 170.0 TeO 139.3 057 151.8 806 419.4 097 134.0 780 101.4 857 121.6 777 92.8 057 112.8 767 83.6 9S7 108.6 769 69.8 057 100.0 750 59.7 957 88.0 746 522 057 98.9 748 Z J$ m 721 12.07 804 1352 688 f07.3 802 1262 684 91.9 801 501.3 871 �,4 BO4 91A 660 TSS 864 04.1 890 64.4 801 78.8 843 63.6 801 72,3 693 46.0 eM 68.0 629 40.2 804 69.5 823 Sc g� 761n 109.0 772 154.0 530 812 722 972 658 782 722 66.3 608 6BA 7?2 78.7 698 80.9[33"8 70.3 S0e &.7 722 B5A 550 45,8 722 58.5 670 99.1 722 68.7 665 34.2 722 58.2 584 Z 7"a Te In 101.2 685 105.0 600 04.4 685 69A See 71.3 865 76.5 677 63,3 885 70,6 683 66,2 84,6 060 60.8 899 Bal 653 42.2 095 W.3 613 76.2 665 61A 677 31.8 888 60.7 636 v-- F N Q 001 65,9 515 6a0 457 54.9 $15 67.5 449 47.1 515 $0.1 441 412 516 44.7 434 3" 4x8 420 33.0 615 37.4 422 21.5 515 33.1 413 23.5 515 30,5 407 Me 515 29.1 404 ZQ N r OB In 61.3 453 55A 104 45,9 453 47.1 SW 96.8 453 41.0 391 33A 453 36.4 385 30.2 33.0 378 27.2 453 30A 374 22.6 463 28.8 US 19.4 453 24.3 380 17,0 453 229 958 F- c0 z CD 1081 38.1 351{ 98.0 323 3L8 350 328 310 27.2 356 25.{ 313 23,6 358 252 308 212 22.7 304 19.1 360 Me 300 15.9 358 15.0 293 ii o oT 111 M 35.4 338 35.8 308 29.3 338 Sat 961 25.1 338 28.1 207 220 338 232 283 19.5 20.9 289 17.6 3X7 10.1 285 120M 27,8 200 28.3 254 23.2 200 23,8 260 18.9 200 20.6 256 VA 290 162 257 15A 16,4 249 � to rn t��o, 144 In 15.1 2DI 16.3 186 {? N Q O TABLE$$ ANCHOR CAPACITY ADJUSTMENT FORMULA: m K AnchorCa ct Table ma sutstrai9 2.7klarerus a6ktxlk. Nc86Wt2.ti1 FB>elfcMu riwnm MUu (DP,)XtANCHORCAP.,„,,,.�. ANCHOR CAP... " &ITsco V4'SSEko d18'Eko !fd'S6Eltq 610Ste.0 012SIeN V12Skx.9 MULLIONCAP,,,,,,,m„ Nuts.Type 3t8'E1wUItlam U4'&coUL3con 3tLt Eko U5lacon v4•E1coU{mcon AVeS0r u5lacm A99mGdw Som(GS)screrr(C3$} Stum(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnchorCllp Pattdm� Omac9n dW M-m epn) 7' 2.97 T PIP 31fe' 1• 2.212 t" 2-v7 2 311a 7 0.48• 053^ 0.ffi4' CAPACITY REQUIRED'CORRESPONDING TO AN EmDedOcni n tart• tars fatd• lals 7 i-714• 1414• 1-114• 5.514' 14x4• -114• 7 13'8• 1.38• rotes ACTUAL PRESSURE REQUIREMENT FOR THE zNurors 4as Mtn o.c.r stama0 v o6set cup p4g 17 900 ro3 980 a6 45o bs ego ms 16M a. 27007e zBo 06 35196 ,4, in 374 n6 bra 151 946 CDs 541 ms 442 X4 56o a. OPENING,WHEN ITIS LOWER THAN THE MULLION 4 AMIUS801.1W Mia O.C.Istmmm WOffi1)C9p(RB 27 deo-09 700 He WA WA NCA NIA 1 38016 NIA WA WA WA WA 60281s 685106 1l2Dps CAPACITY(FROM THE TABLE)OF THE SELECTED 4A cmmag`Mtn.O.C.1(2)2w AfO5 GVS 1µ143X 78013 7808e See Ib9 15MIbs 18961b6 540M 66095 NIA 780109 748 Ws 8000. 199205 602 A. 69506 712716 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Artnms QOA5•M1.O.Q7UCYp,9do.125'Atomµ'18.4j WA WA WAWA NIA WA WA NIA WA WA WA WA WA WA 243006 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Nkrorl Sopµlg.51 7961x9 196 Ms 225 D5 44516. 622to 13510. 14006 1771b1 3701!6 187 RA 33211. 4730. 17016 22186 280 Me AODITIONAL ANCHOR OPTIONS FROM THE 2AKbM Q Lib'Ma O.CJFC9p(ft 4 24Dib3 3560. 1 N01 WA I HNA I NIA I 100tbs WA WA 1//A WA I WA 3419.0 1 4421)6 1 56086 ANCHOR CAPACITY TABLE. REVISED PRODUCTODUCT NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, ns wide E�� FIGURE I' Building Code FIGURE2 uo"OZi J3.0 S TABLE NOTES: i--1.250'1 AcmptwmNo .3 . . imlienDalt t2b2J 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miami a hv&mt x(111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS ISALLOWABLE. FIGURE& ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3A M, P�� 11GEN SE '•`p %� . , , CLIP MUST SHOWN ON SHEETS 21_SHEETS 21-23.HOLES O.F GU DRILLED SHOW SUGGESTED.APPROXIMATE CONAL HOLE LOCATIONS.NS `1` P{u.50705 Tr IN USED256° IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND v FIGURE4: FIGURE 5: _GROUT FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL - FIGURE 6• O BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE T 11 S Al E p 6063-TS AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MiNiMUM GRADE 33ANR 4 'L^� `• `L pfiiDl?•'' ��.` * .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36,ALL 1.26"X 3.188"X.2651 MULLION ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. S7-tr4°VF MULLION) �'r`SS�C?IV/•i���•�i�,i * #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYJJ15 h11LLkk2 P.E. 58705 TABLE 9A � Mullion Ca oolty Table(Ibelri2) Opening Wldth(iorvet6ca"pand m16ons)oropening Height(for horizonta6y-speming mdtow) 5oln 601n 701. so in Bon 1001. 1206, 1401. 160 L, a o RaclenWlor T,aWTdag Rwlanpular LeWrn4np. Reelan9utar TaWTdsn9. R4clen9ubr Trap'TMo9. R4ala.pubr ToWrdsng. Rectea9Nar TWITIM. RecWv-W Tuprrdeo9. Roedo9alar TmWTdv4 RoUergdar T-WTI- 1.26%3.26 �A LOad99 Lwdq Lood6g L-fig Load- Laadn9 Loaain9 Lowing Load" L..Tg Lo2d6q Load- Laadn9 WedM9 LodBrg Loadap Load- �Y X.100 Alum Tube ag & 6&t $r Mullion 0 f) " $ B tl O`" f1� 8 O 6� 0� N z ��m 42 4, 170-0 620 170.0 435 170.0 744 170.0 47B 170.0 868 170.0 508 170.0 992 170.0 518 WoO 1110 170.0 521 1633 1118 170-0 521 127.7 1118 170.0 521 109.6 1110 170.0 521 85.8 1118 170.0 621 481. 170.0 700 170.0 524 170.0 850 170.0 584 187.6 078 170.0 830 148.7 078 170.0 061 130.4 BIB 170.0 877 117.7 BTB 170.0 880 97.8 BIB 170.0 680 87.8 078 170.0 BBD 73.3 978 170.0 880 j 50625 In 110.0 747 170.0 553 110.0 Sea 170-0 831 750.7 927 170.0 804 131.9 927 168.5 709 117.2 927 159.1 699 105.6 827 168.3 688 87.8 927 1683 695 75.4 02! 158.7 885 BS.B 827 1687 885 64 N 170-0 707 170.0 612 154.5 669 170.0 691 132.6 age 163.8 893 716.8 889 141.6 669 103.0 889 INA 660 92.7 889 129.8 854 77.3 a69 128.9 652 68.2 889 128.8 652 57.9 869 1288 652 W O� 0 604, 1412 768 16-08 631 118.4 748 1323 820 102.7 748 117.8 808 89.5 746 107.8 599 79.6 746 101.0 592 Me 748 86.8 687 69.7 748 813 583 512 7N 83A 553 41-e 718 917 { 87 in 123.7 871 172.0 679 103.1 877 1112 $66 884 877 100.4 555 773 877 91A 648 88.7 877 86.2 539 81-9 677 81.0 am 61.8 877 77.0 529 44.2 877 76-7 529 76.7 677 76.7 529 J F5. W 66 N 107.8 617 114.1 630 89.7 817 97.8 518 78.9 617 86.3 609 61,3 617 78.3 600 59.8 617 72.8 494 616 617 68,7 489 44.8 517 64A 483 38.4 817 83.7 182 SIB 817 017 482 ' d C €k 72In 82A 518 87.1 450 89.1 518 11.2 410 59.2 510 05.2 132 61.6 518 68.8 425 46.1 618 54.2 419 41A 618 50.7 411 31.5 618 48.6 408 28.0gp SiB 45.0 d05 26.0 SIB ISO 405 ? �Z m is 78 N TOS /65 717 408 58.7 485 828 398 50.3r291 64.0 390 44.1 465 49.4 384 39.2 465 45.3 376 35.2 465 42.2 374 284 485 383 387 25.2 465 38.5 384 22.0 185 382 383 = D` �W 7B N 65.2 441 880 307 54.3 441 57-7 379 48.8 60.8 372 40.6 441 45.4 NO 362 441 41-6 380 328 441 38.7 3% 27.2 441 34.9 349 213 441 33.1 348 20.4 411 327 316 J g BON 424 332 418 295 35-4 332 37.0 289 30.3 323 284 28.5 332 28.8 280 23.9 332 281 278 21.2 332 24.1 212 17.7 332 21.3 285 117.2 372 18.8 262 113 332 187 280 909, 35.0 291 359 260 28.1 281 303 258 25.0 264 252 21.9 281 YJ,6 248 19A 481 21.3 214 17.6 281 185 244 U.e 281 17-1 238 12.6 281 150 732Z : Q1011, 24.6 230 26.1 208 205 23021-1 20517.6 183 201 15A 230 162 198 S2 N Z tOUJ Cl) 8 23.1 18719.1 194 16.2 168 181 14-1 218 14.9 188 Tn N o 0 12061 17.9 107 162 170 N.0 187 76.3 167 Q' x U N a 0 0 g Z (j) TABLE TABLE 9B yfp� ANCHOR CAPACITY AnchorCa acityTabla(lbs) 8ularele: 2.7k Cwn to 3,51,Canc. ( )X(ANCHOR CAP.,,"„r,�\_ F o fiaeow aau F9101CMU PT W11b. 560 Mataf DP,,, ` / ANCHOR CAP.,,, Nib'EtwUR-. 174'SS Elco 5116'Eteo 171•SB Eke Y10 Steel l 912 Sled MULLION DAP.,,,,,,,,,,,r Anchor Clip Patterns ,0f ry� 3716 EIw Win- 1!4'Eko Ul eco. 3116'Elco Lrdmcon 1Ir Elm UlVElo AggmMW UI68con A9ge(9Ek 1110,9Cs) ) Scn9W(Gb7 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge MU-e 0n) 1' 2-12• l' 2-112• 3118' 1• 2-117 1' 2-12' T 3•#18• 2' 0AT 0.321• CAPACITY REQUIRED•CORRESPONDING TO AN ETntedtoenl(4, 1114• 1-3Ir taro' 1114• 2' 1.1/4' 1-94' 1-114• 1.11r 1410 1-114• r 1-318' aides ACTUAL PRESSURE REQUIREMENT FOR THE 2A.11M04.75•1091.O.Q/BIM68d oc ORsel atp(Fl9.q: 3BO es 390 B1s 4w1m 890IDs 1644 roe 2109u 28o9�s 3541bs 7401m 374 IM 684165 946 go 34101. 560 ms OPENING,WHEN IT IS LOWER THAN THE MUWON 4pneh-B 1-Is 1d4,.0.Q 1 Sfe-v d(or Osseo alp la.2) 480 bs 700 R. WA wA NIA WA 380 bs wA wA wA cep WA 882 b. 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED Anch-943.1061.O,Q1(2)2c6Argb CfQS I(Fg-3) leo bs 780 ms ee0b. ,.sobs ta96bs 5401m 5sabs wA 7601w 748 ws 66/b. 18WM 682 Ib. ttzo b. MULLION.IT WILL YIELDAMINIMUM ANCHOR C./ULttp,Into.100Aluot.lFg.4k wA WA WA WA NIA WA WA NIA wA WA WA WA WA 95081s CAPACITY WHICH MAY BE USED TO QUALIFY chor/Fd3ip(Flea Sk 19s bs tesros 2269w 44516. 82216. 1351w ldo uxi to lb. 37016. 1171.513321m 4731be t7o b. 2801.5. ADDITIONAL ANCHOR OPTIONS FROM THE 2A,whas®1.15'-0!&,.O.QI Fd1p(Fig-ek 240.5. 3501G7 WA WA WA WA 1900. WA NIA wA WA WA 3N Rs 560 bs ANCHOR CAPACITY TABLE. PRODUCT REVISED m complying with the Florida Building Cods{tb�02.)b•O� 1250' Acceptance No FIGURE 1: FIGURE 2: TABLE NOTES: Expindi Dale 401 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Oy ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 'MI Dada!'todun 0911 41111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `���W.(LYNN/. ///i/ FIGURE 3: ,O,...-.....,ke 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' :.a�,.•�10GNSE F� ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z77: No.58705 - BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .100'. pry',/ (/-•` FIGURE 4: FIGURE 5: FIGURES: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL "0 '• �((��W U./:' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %"Ar, S'A..OF -I • 6063-T6ANDBEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE33AND ��'�• •'•-FLORIDP.•'C'�';�' • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 3.25'X.100' '1 ""'"•• \�".� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION r'fit IV N M• ' #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,i"S.S.OR 410 S.S. A.LS'NRALL21'2,P.E. FL P.E.#68705 TABLE 10A MuRIonCMpar2tyTable QhsAt7y Opening 5Mdih(forvedic80y6psiming mi ions)OrOpening Helght(forhoAtodatyspendlg mesons) i+.rii l 501, 60 in loin 80In SON tOOin 120 in 140tH too do ig�� !26x325 P--lda TfWr"rM- R-W"Onr TWIT". RnNtn¢'ua! Trdprrdanp. Reumvular Troprril no. R.ct,�dar I, Loadna LufN Lw av Lo,dmg Lading to.dmg Loadnp Loath L.. •On'd,.9. R,Naing TrLaodi g. Roetugµiet TrLu RsetanN TL..*gp. Recl,ft i0plfrtarg. 4 x.824 .g d.g Load.p taodmg Load"ag LOaG� tadag Lo.dinq Lo.dup LoaGnO taadiry �Y Alum.Tubes •'� ._ : w ., s '8,.. §' .4 8 ,. E .� k' '� ;i v .b• .' .< t K 1' t t4 Mulflon a e� a �B s e� s� $ a 'ss a i a�e a Eg a :� u v s § s sa ga s g rnv ltl f& �o' � 4d :� � �' ��` �« �� 3� $os �'� �o" 2 ? € da �d �� 83 y� 421n 170.01 6211 178.0 435 IT 435 110.0 470 110.0 868 170.0 606 IlDe 992 170.0 619 110.0 1116 170.0 621 170.0 1210 110.0 621 170.0 1408 110.0 621 170.0 '1731 110.0 521 110.0 1983 110.0 621 401n 110.0 708 170.0 624 170.0 650 170A SU 170,0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 1700 1700 1100 680 169.7 We 170.0 680 146.6 1979 170A 680 � _ 5O 60 170.0 747 174.0 563 170.0 896 170.0 611 170A 1045 170.0 684 1700 1195 170.0 123 170.0 134S 1700 747 170.0 14% 1709 766 170.0 1793 110.0 766 1525 tell . 756 133.5 7817 Imo 766 � D'L 0 �o 54 In 170.0 I 707 170.0 612 1709 956 170.0 691 170.0 1116 1700 754 110.0 1276 1110.0 803 170.0 1434 170.0 837 170.0 1594 110.0 6% 166A 1769 170.0 861 134.1 059 170.0 861 117.3 1759 170.0 861 m (o•J Wfn 110.0 985 170.0 701 1700 1063 170.0 797 170.0 120 1708 078 170.4 JAI? 110.0 %i 151.1 1611 1706 996 U&II iSit 110.0 1033 1209 Matt 170.0 1063 1036 1611 1700 1063 80.6 1511 1709 1063 F V /C (D 53 in 1100 970 170.0 A5 170.0 11W 170.0 850 170.0 1302 170.0 940 16&6 1370 PDA 1015 1392 1770 170.0 1076 125.3 1310 164.0 1082 104A 1370 15S.9 1072 094 We 155.3 We 783 1310 155.3 1070 � IL 1 661n 110.0 971 170.0 789 170.0 1169 170.0 903 USA 1240 170.0 1002 1362 1240 158.6 1013 121.1 1248 147.1 1800 100.9 1248 139.0 909 90.8 1248 130A 978 779 INS 129.0 976 60.1 1245 129.0 976 � �� m 72In 167.8 3019 170.0 878 1399 104911%2 892 119.0 1044 132.t 016 1049 1069 119.1 860 932 1049 1017 848 03.9 1049 102.7 830 We 1049 %.3 825 SSA 1049 91,2 820 62A 1649 91.1 820 � J� - g I6 in 1127 %1 149.1 1122 11&9 %1 126.8 805 101.9 %1 1112 ml 892 941 100.0 777 79.3 %1 $4.3-049.4 71.4 %1 864 757 59.6 %1 71.6 744 61.0 %1 14.0 707 A.6 %1 73.7 736 Z 78 in 132.0 094 137.6 787 110.0 8% 116.9 767 %.3 8% 402.0 M3 BZ; 8% 919 7d0 13.3 894 66.0 091 70.3 721 6$.0 0% 70.7 W 41.1 ew 67.0 int 41.3 891 66.1 699 9010 853 611 80.7 695 71.6 671 74.9 685 61A 67t 65.3 SIS $3.7 671 S9.2 556 47.7 67t 4X0 671 48.0 651 35.8 671 431 639 30.1 671 39.7 631 26.9 611 37.9 626 F-• c'1� Q 9610 TOB 590 12.8 527 69.0 590 61.d 518 60,8 590 539 509 94.7 690 47.6 502 ]9] 590 35,4 690 39.6 489 29.6 590 341 477 25.3 SSD 31.6 469 221 590 29.6 464 Q X Z 1001, 411 466 69.8 424 4tA d56 428 ata 354 456 17.5 d08 31.1 d56 32.9 40Y 27.5 ddb 217 396 24.9 466 21.1 39f 20.1 466 23.5 302 47.8 966 21.2 ]75 t1S d56 19.6 370 {F7) N oo AQ 1111. 45.8 441 46.7 400 382 Mt 39.3 793 327 441 74A 387 2&6 441 302 3112 26A 441 272 376 229 441 243 712 19.1 441 21S 363 16A 441 19.3 356 14.3 441 17.6 351 pj 12610 367 lm 36.9 34{ 3QY 378 71,0 339 25,4 ]m 2&8 331 22.7 378 23.7 329 20.1 376 21.3 326 1&1 378 19.5 326 15.1 370 16.7 314 Ll: X 144 in 219 262 21,2 242 17-6 1 252 17.8 239 jlii267 15.3 236J. I I I I I I I I I I Q N Z o a TABLE 1011 ANCHOR CAPACITY ADJUSTMENT FORMULA: g �a 00 AnchorCspadly Table(Ibs) g 0.' sutstrate z7h concrete 115%CAM. Hr6otr pAU FMWCdit7 I P7wow Mg9 ANCHORCAP._,_ (Dt?m)X( }=ANCHOR CAP.,,, Anchor NI6•Elco v4'SSEIco 1918am veSSMe #13Sleei m2s1. M2sleol MULLIONCAP.,�„oa, AttehorCllpPsttams 3t16'Ek1 2-1170 V4'EkoUO2.11Zaco" t7NacOn g'S6•Fico UBtaem 1e EkoUit7acOtl AO9reGffior UBBcm AggleG.Inr Se0:1r GIS)Scar Screxr ( i� � USE THIS FORMULA TO OBTAIN THEANCHOR EOga pstarcepl6 t• 2-vz 1• 2•vr 3-170" T 2412 1^ 2-v2^ 2' 1 3.118' 2' 0,48• 0.59 o.924" CAPACITY REQUIRED"CORRESPONDING TO AN Emteanmt taro• 1'741 1'24' VII z• JAW /-v4• t-lr4• 1-vd' 1.14• t•vd• x 1-sr6• tali^ vies ACTUAL PRESSURE REQUIREMENT FOR THE 2AnciDn4g4.75.Wn,O.C./Stanoa0 p'o05e1 PIP0991 sDO ms 390 ss 45016 ODD os 1641 ms z7oro3 283101 994819 74016 3JO 709 66416 94616 '4116 .04216 56086 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amtw9@t-15•Mtnacista) m(crOMel)Cnp(Hg.2p 48DMS I 700706 T nA WA NfA NIA seems WA I WA NIA WA WA 6112 ms 9054' 112011' CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arch0t9®8'M241D.C.l14215 AngmCBps/ft.Sy 7110 m6 180 mi Eta tas 7560 is 1706 ms MO ms 660 Me WA 76016 746 M3 88016 1842 n6 611210' tl&5704 1120 p6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anctins4jlO.SA`Mm.U.C.tllCBp•Bsm,700•Akrm.t*44) N/A WAWA WA NIA NAA VA NA WA NA WA WA NA WA 054700 CAPACITY WHICH MAY BE USED TO QUALIFY tAteror7F-c4p(:ig.6x 19670' 105DIS 225 ms 44526 822 ma 135 ms 1401 mins amila 167709 s32tes 1619 17070' 22119' ago ms ADDITIONAL ANCHOR OPTIONS FROM THE 2kKtM 41.1560M1O.C7F 61: 24D we I swan IWA WA WA NA SOP On NA WA NtA WA WA 34/704 4.02876 66016 ANCHOR CAPACITY TABLE, PRODULT REVISED as complying with We Flolldl FIGURE 1: Building Code 1G-bR.1$•4S _ FIGURE 2: TABLE NOTES: • + i ` 1.250' 4. z Iretion Date 7 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 0 i� ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 Dodo P t 111 tt IIT/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTH$AND/OR OPENING WIDTH$ISALLOWABLE. FIGURE 3: `�• 10 ........hf/l� ANGLE3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACTDIMENSIONS,SEE r0• �� t�cbNSE 'Fn 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. %1` HC.511/051 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND FIGURE 4; FIGURE 8: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALLte .^"O'•"'- j /Vl g BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE a" 3 •'•, Ti F U 6063-T6 AND BEA MINIMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 't� 7YOR50;••' .,`�••' i . .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A30.ALL `� ��Sp'•••....• `\`\,` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 325'X.624' #10&012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNNINIILR P.E. FL P.E.#58705 i i j TABLE 112 TAn111on Capadty Table(IWftt1) Opening WIdth(forvedieWY pamingmdUom)orOpeningHeight(kxhortzorie2y-sponningmillions) SO in Win Join IIn I Win I 100» 12051 14814 Isom (•{M' O 126x3$4 Raclagw- 7fapmimv Rad4cp7Aar Tnp17dang, Redaago4r T-Wdm9. Rftl tv Trapl7dertg. RadangWah Tr•pu n9. Racl4vw. Tnprr4ng. Roda.goiu Tmprrdam. Rad.OWar T1apinianO. Raomipo r Twyd-nq. a x.024 Loafing toadkv Loafing Loadng Lowing loadop Loading 100440 1.00400 Loafing Loodmg Load2q Loafing Lasdmg LoM'ag taedup Loadnp LaadMg px, Ahtm.Tubs 4? .S amu,. .-. E .-, m,. .. ... ur. 5 � .. u.. � '. .. "8.. b� (2 Mullion a ��. : �. �•€ e" �a e�. a : : . N 0 6 tS 1011 o u-e u' v v aa-.. v o$ v o„ o tia v v u"a o'o u' v A'o 0 0 o v o o., o o-, u' tj A 4,- t'§ _ g cn � 'm �s �a I$ 'ka ;1 �� � �a � �a � 4a 1� �k x� a $g �a f fa y �� � �a 42 11 ka 421n 110.0 620 170.0 435 170.0 744 170.0 470 1170.01 068 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 USA 5240 ttp.0 621 17q.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1983 170,0 4010 110.0 700 110.0 524 176.0 850 178.0 504 170.0 992 170.0 630 110.0 1133 170.0 661 1702 1275 170.6 677 1704 tail 176.0 600 178.0 1700 170.0 goo tro4 1983 170.0 680 17el) 275'7 170.0 680 = 50.625 rn 170.0 147 170.0 563 170.0 896 WILD 631 170.0 1046 170.0 684 1104 1195 110.0 M7 170.0 7315 1702 147 170.0 1494 1700 766 170.0 1793 170.0 766 110.0 2092 Rob 756 170.0 2391 Iloo TS6 641. 170.0 797 170.0 612 170.0 956 170.0 691 110.0 1116 V041 764 170D 1276 110.0 803 170D 1434 170.0 837 170.0 1594 176.0 856 110.0 1913 110.0 061 110.0 2231 110.0 061 160.2 2403 170,0 B61 m O 50 to 170.0 805 IMI lot 1702 1063 170.8 797 1704 1246 170.0 870 110.0 1417 170.0 844 1704 1394 1704 996 170.0 1771 1704 1033 170.0 2126 WILD ISO 1403 2163 1704 1063 !29.8 2163 170.0 1857 &0 10 (0 63 in 110.0 930 170.0 715 170.0 1116 110.0 050 170.0 1302 170.0 940 170.0 1488 tt0.0 1015 170.0 1673 170.0 1076 170.6 1859 170.0 1122 1569 2060 170.0 Y169 131.5 2060 170.0 1171 117.7 2060 170.0 1171 r?2i 170.0 974 170.0 783 170.0 1169 170.0 983 170.0 1364 170.0 tow 170.0 1550 170.0 1086 vall 1763 110.0 1155 170.0 1940 VoO 1210 143.0 1966 110.0 1275 1226 1966 170.0 1286 101.2 1%6 170.0 1286 W d m Y70.0 30© 7704 878 5790 12104 1700 7009 1702 lase 170.0 IUD t"D 1700 170.0 1228 154.1 1734 170.0 131S 139.7 1734 1693 1306 1165 1734 IMSA 1364 99A 1734 INA 1352 863 1734 1502 1352Z �110.0 1122 170.0 937 110.0 1345 170.0 ISO USA IVA 170.0 1209 147A 1566 1662 1285 141 1556 1515 1266 117.9 1556 141.3 ml 983 1665 128.3 1229 942 1555 122.3 1219 737 15% 1212 1216116.0 1151 174-0 967 170.0 1381 170.0 1116 15SI 1471 169.3 1245 136A t477 152.0 12W 1212 1477 139.1 1206 109.1 U77 1296 119! 90.9 1477 116.9 1169 17.9 1477 St08 ISSN 6112 1477 1043 1164 142.0 1110 145S 966 i1BA 1110 1239 960 1015 1110 107.9 951 08.8 1110 96.3 936 78.9 1110 075 922 71.0 1116 00.7 DID S92 1110 71.3 691 60.7 1110 65.6 070 44.4 1110 52.7 gigz 07.0 975 t203 BM 97S 975 fO1S ON 834 975 00.3 842 132 975 '70.5 029 650 975 712 617 55.5 975 65A 807 40A 916 67A 049 412 915 62.3 775 366 976 49.3 761 x�z 022 771 04.8 6% 685 771 70.7 685 58.7 771 61.3 674 5tA TTi 64"3 SSd 15.7 R1 49.4 6045 dt,t 775 449 647 34.3 71t 38.! 632 292 771 352 621 %7 771 3F.4 612 to It 0.p 1111. JS7 130 77.3 661 63.1 730 65.0 6$0 64.1 73D 56.3 640 47.3 Jag 49.9 631 421 73D 450 674 37.9 730 41.1 614 315 730 35.6 600 27.0 730 31.9 689 23.7 730 293 581 � pj�R i2A 177 39.4 624 61.0 569 49.H 624 61.2 560 42.H 624 44.3 652 31.5 624 39.2 644 333 624 35.3 537 306 624 32.2 631 25.0 624 21.1 519 21A 622 24.6 509 18.7 624 225 501 Q' X ' (Y 14414 34.7 433 35.1 400 282 433 292 395 240 433 25A 390 21] 433 224 3115 191 433 20D 381 17.3 433 102 376 NV4 T z LE 116 a �N AnchorCepadty Table([be) ANCHOR CAPACITY ADJUSTMENT FORMULA: -' tgi $Of s9DOt21e 27xcolsrds SIR(conc. Houmcrmu FH1adCMU F>rwmd /Ada ANCHORCRP.,,a,,,, a a •�x� (DP)Xt )=ANCHORCAP.a, Site©40 1/4'SSEka dIVEe0 vd`sSElco Yt0Steel 012sler3 012 steel MUWON CAP,,,,,,,,, AnehorCQp Paftame j111Ct1pf 7Ype 3H6'Eico u9rxm v4•Lxo ueracm ultwon ale Ocoudraem v4-HcoUluacm AW az Ithacan A99MCdar Se"(Os)Saar(G3) Saw(G5) 155E THIS FORMULA TO OBTAIN THE'ANCHOR E t)ISIM C N r 2-ire 1• 1 2-W 34fa• I. 2-11r 1' 2-11r r 3-Iie r 0.4a• 050 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EmbeanOn I've 13+4- -We I;v4• r 1-ve 1-v4' 1-174' 1-114- 1-v4• I-vs r 1611• I-W ACTUAL PRESSURE REQUIREMENT FOR THE 2Anc"@t76'lila O.C./Statnar0arO0se1C9p(H41) 39Db9 39090 450115 MO He irsl4 rod 2'7014 250 Jr. 954046 740 R, 374 IDS 664 IDS 94626 341 nn 442106 550 Was OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMh=40l.IV M8L 0.0.I SIMMal(OrOIBeUMP(f702) 48D me �7010S WA WA WA TVA 380 bsHIA WA NTA WA WA 682IDS 60590 `112096 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMDOIS 4J T Mb.O.G 1(2)2t6ADDle C8p 0%3) 7W bd s 660819 1560 roe 1896IDS 549816 660 st6 NTA 7601bs 74D IDS 080 Me 189211s 68204 BBs IDa 1120pa MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMba 00.54'MraO.C.lU-Mp,61to.IWAta(FlO 4) NTA WA NTA WA NIA WA WA WA M WA WA WA WA 1267100CAPACITY WHICH MAY BE USED TO QUALIFY F-C9p(Flg.5) 10596 s 220106 415ras eaz9rs 135114 t44ros mus 310109 Ss1mz 332 Ha 41311, 170IDS 01-- 20000 ADDITIONAL ANCHOR OPTIONS FROM THE 2k)fta®Lig Mia 0.C2FCip(RD 24D bd s ILIA WA NIA WA fBDipe tUA WA NIA WA WA 341706 442106 1 860 to ANCHOR CAPACITY TABLE PRODUCT REVISBD 4d mrnplyin0 wish lho Floft 1250• OnildinBCode i�o'021$•0 FIGURE I: FIGURE 2: TABLE NOTES: Atccplan.No • � ; Oxpim'on Date �Q.! • ` 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 25 FOR INFORMATION riy ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 1170 Dade tm,l 11111117/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDWOR OPENING WIDTHS IS ALLOWABLE, `�� i�i Yi•!1.j r! FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.94` ,�,�'�: �10ENSS •.- CUP 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. iso.515705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND t f ` GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL1f (ro l�� FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �7 S'fA18 O J` i 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND � .045'THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND x36.ALL ' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �{ ,9 #10 ANCHORS INTO WOOD MAY BE STEEL,IB-8 B.S.OR 410 S.S. ��7i(IN I MIL t�� 1.25•X3.94'X.62q• A.LYNN'MILL�R,P.E. i MULLION FL P.E.#58705 TABLE 12A Moluon Capacity Table b11e • Opening Width(for verb caly-spenntng Millions)or Opening Height(for hwiwr$a$y-SpetW tg mU9ons) Win 606 70 in $96 Bot. 1906 1201n 1401n 100in N` ce st"twur. 71oPTfd.n9. Ratotgdal TIaWnfong. 11"tanguur TmplTdmg. Rectnpd.r Vapm--g- Reclangul.r Toplidmf m8. RWsr4der Trep .ng. Recuneulm Trwilkidno RectallOu TmpMang. Rectanp4.r TroWd.ng. 2 X4X.25 Loading Laaft Loading Loading 1088770 tmdog Losog Lding oa ['4810 Leading Loading Loedtn9 Loodn Loadoe La d.p L.mdng teedo9 eering L Alum.Tuba Mullion ry d d 8 S d d� d d d x'- 42 z ��� 477 426 170.0 ego 110.0 435 MA 744 170.0 478 170.0 $68 176.0 568 MA 692 t70.0 619 110.0 tri$ tl"oo 521 t704 1240 170.6 52t 170,0 1408 170.0 52+ 176.0 17J5 770.0 521 170.0 iB$1 170.0 azt p 4861 170.0 708 170.0 524 170.0 1L50 170.0 664 170.0 9TL 170.0 630 170.0 1133 170.o 661 570.0 1275 170.0 077 170.0 1417 170.0 600 170.0 1700 170,0 680 110.0 1933 170.0 880 570.0 2267 170.0 680 J 50.625177 170.0 747 170.0 603 170.0 898 170.0 031 170.0 1018 170.0 684 170.0 1185 170A 723 Me 1345 170.0 747 170.0 1494 170.0 756 1704 1703 170.0 760 170.0 2092 170.0 756 170.0 2391 170.0 7S$ � x 636 170.0 797 170.0 slz 170,0 958 170.0 991 7700 1118 170.0 750 170.0 1270 170.0 aw 179.0 1430 170.0 117 1760 1591 170.0 eie 170.0 1913 170.0 8e1 110.0 2231 170.0 861 170.0 z5ao 170.0 eat 601» 170.0 855 170.0 701 170,0 1083 1TAX 787 170.0 1240 t70.0 we I-A 1417 170.0 944 17M 1594 l7ao We 170.0 1771 170.8 1033 Me 2125 170.0 1803 170.0 24M 170.0 1063 160,8 2680 170.0 1083 co � d 63 N 170.0 030 170.0 745 170.0 Me 170.0 850 170.0 1302 170.0 940 170.0 1486 170.0 1016 170.0 1873 170.0 1078 170.0 1659 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.9 2553 170.0 117] F- 681- 666 170.0 BN 170.0 789 170.0 1189 170.0 963 170.0 !384 170.0 7002 170.0 1556 Me IBM 170.0 ITO 176.0 1155 170.0 1948 170.0 1210 170.0 2330 /704 1275 151.9 2437 Me 12W 1328 2417 170.0 12M 726 170.0 1063 170.0 876 170.0 1275 170,0 1009 170.0 1488 $70.0 H2B 170.0 1700 170.0 1728 170.0 1913 170,0 1315 170,0 2t25 170.0 1367 45.0 2184 170.0 1486 124.8 2164 t70.0 1529 1092 2184 170.0 1530 706 170.0 1122 170A 037 176.0 1340 170.0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 186.1 1880 170.0 1421 146.0 1960 170.0 1505 123.5 1060 late 150 100.1 1860 154.0 1535 929 Iwo 1527 1631 � Q.� �� 706 170.0 1163 170.0 987 1700 1391 170.0 lite 170.0 t$H 170.0 1250 170.0 7632 570.0 1188 152.7 1685 170.0 1474 137.4 1881 183,1 1500 114.6 1881 107.3 1473 882 1681 1399 1458 854 te8! 537.6 1463 Q N 3,• gbin 770.0 1328 170.0 11M 149.1 1398 158.0 4219 127.8 1390 136.0 1106 111.8 7388 121.3 1178 89.4 1398 1103 1162 09.5 1388 101.8 1147 74.5 1398 89.0 1122L34..' 1309 e27 1105 55.9 1398 76.9 1096 F .J.I z Q tl 006 1{TA 1228 151.6 1099 112,9 1220 127.6 1078 105.3 1228 111.2 1061 0z 1228 069 10N 81.8 1228 89.0 1029 73.7 1220 $2{ 1016 61.4 1220 722 093 1228 65.0 977 46.1 I 667 .Z . 106 in t03b J97t eTT 863 871 80.0 882 74.0 BT! 772 638 64.7 971 88,4 837 574 97! 6M1.6 826 b1.8 671 565 616 43,! 971 40.0 796 S7f 44.0 782 324 8 771 V) NQ111b 954 632 78,6 019 81.0 618 8$.1 OW 709 806 69. 919 626 704 630 019 56.7 784 47.7 919 518 171 347 018 848 769 610 402 742 ZBb 732120177 75.6 716 82.9 788 63.5 765 639 7BB 55$ 693 472 788 494 666 419 789 H.1 677 37.7 788 40.6 808 J1,S 788 349 653 788 314 wi 234 831 co 144 to 43.7 604 38.4 618 17.9 488 312 548 3f.e 4Bt 27.1 546 783 486 24.3 540 25.3 478 21.8 636 22.9 474 182 648 fefi 463 Ste 17.2 456 13.7 448 X < Q N O Q TABLE 728 ANCHOR CAPACITYAbJUSTMENTFORMULA: Z a cn N AncttorCe a Table(lbs) �O 3633%01 278Cmcrde a5lcGratc. NmorrcMu FmedcMu PTwow Meal (DPa, X(All CAP.,,•,,,,, ANCHOR CAP.,•, b �m Amra1Tye Nur 0coimmcm vrElcoutimcon 6116`E%° 8116 Elcou9racm vrEicouaacon urssElco Sts Eco urs6eco 6+tlstee •Izsfaer atzstoei `Mt1LLIONCAP.„s ,� 2 AnchorCOp Pattern* U6r4cm ter grecawr umacm AMMGatm Screrr(c5)S=(G51 Saar(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Etlge pstatce 0771 r 2-VZ- 1 1• 2-112 310 r 2-VZ 1. 1 2-112 21 1 3.1x9' x a.4$• 1 a5P a" CAPACITY REQUIRED'CORRESPONDING TO AN Eftednml onj 1314• taro• faro• I-wr r 1-1141• 1.14' 1.114• 1-1I4* 1.114• 1414• 21 1370• 1,W yaks ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclbm@ 418 AMIL G.C.d Bureau OUI C9p ft 564 3W bs 39D IDS 450 us 69o%s IBM fob 2101s 2Wr 351 Ibs 749fts 374.3 663 its 94605 Sit Bn 4422s Reim OPENING,WHEN IT IS LOWER THAN THE MULLION 4 arcIx38®2fH'MIn o.Q I8letgaN(a OlEel)Cup(Fig.3Y 746977 749m 636 nn U05ft 142463 NIA 56610 NW 695lbs NIA 69015 WA 682110 8B59n 1`12D 9n CAPACITY THE TABLE)OF THE SELECTED 6Archms841.71•M1n O.G/StmmNtm 005ti3C9p(Rg 4Y ilbs 50 156077 ta�5s NIA NTA 705I WA 789lbs NM WA WA 10221ts 1327 R4 1680 an MULLION,IT WILL YIELD A MINIMUM ANCHOR 4Archo4s@3'MIn O.QI(2)2r5Ae;LCBps/(ng5Y ?WW 7 680%5 t5L17Its i8A6b5 O%5 5001%8 NIA 70(7lbs 748%s 890 Ib0 189219 MIs 68584 I I=Md CAPACITY WHICH MAY BE USED TO QUALIFY SArcrors�2M6loe.7Ma"refeCa"It"gss 117o%s 11 7one 1920%3 2MIts 284413 6 Bats NrA 11409s 212283 1320%3 2a381os lbs 13279MIMOMS ADDITIONAL ANCHOR OPTIONS FROM THE 3Archws®1.84•MIn O.C.lUC31p,Nto,125'Alum(Fig lY NIA WA NIA WA CUA NIA WA WA RIA NIA WA WA WA WAANCHOR CAPACITY TABLE6Aac1b3Q0A4`M1n O.WU4:op,bdn.l2SAbn{Ftg 9k WA WA WA WA tUA NIA WA NIA WA 111.0 WA tUA WA WAPRODUCT REVISED 2Anchon @ 26W?Art O.CJ FCgp(Flg Bp 3A b5 370b, 315%3 743%5 7128 N/A 260 W NIA 348164 NIA 4a%s WA 341 IRI 442% 777 mplyinb S9ilh 463 ETMid•3Ambn A>L71•M6c O.CIF41q( ,10Y 443977 625SD5 37013 97303 NLi tUA 3531177 NIA 9991177 NIA WA WA 51116 66398 AWId' l�+'0218.O�j NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. tonw No CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expitali Dnfe loll FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: By TABLE NOTES: 2.000' Mi • • • • • • • • Mlmd Dnd%PtodOcl C4a ij1\ttltlna 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 215 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR • • • • • GENERAL INSTALLATION METHODS. '% � .•--...L �\ tit.•'t,1GENSg ''.F� i FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • .250' 4.000' = No.'.14705 ~ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE �J t LOCATIONS. -U•."`• [.(�� 'w'47 1^ FIGURE 7: FIGURE 8: FIGURE 4: FIGURE 14: J s f f E 01' `Vyl, ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ~; % (FIGURES USED (CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED STEEL STUD YELLOW SOUTHERN PINE WITH AN SO OF 0.55. %,( ••...,.. ��� • •. • MUST BE USED ALUMINUM SHALL 8E 6063-TS AND BEA MINIMUM ODSLL BE THICK.STEEL STUDS TO BEA MINIMUM GRADE WITH AN-04!SG THICK(18 2•X 4'X.2S MULLION 77JS'S�/{)jV=t.�L- C.) IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW 1 jr t 1t? • •• • • THREADS BEYOND THE MATERIAL.#10$#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 414 S.S. A.L'y'1 0d.ER,P.E. FL P.E.#58705 TABLE 13A Mullion Capacity Tablo Pba&) OponIng th(forvafficaly-spand mtflorks)or Opening lit(fbrilorizont^,spartirg mdlions) 50 in 60N 701n - 001. 00N 1001. 1201n i0in ISO in Rectmouter TtWTda* R.0m*u1si Tmp)Td.09 R#clmgODI T, mV. Rodongolar TMPTd-g Rectongul" 'fiop7md-q-- or Imprilong. Rooto.glar TmpfTd@Ijp Radoogot. TrajdIllong Rec-langulu M.Wulong. 2xSx.25 Lo"Roa Lood-9 L03Z UOT-0 L'a"o Mom L'4ft Uoft Looft .I-JAD Lmdmg Loaft Loaft tpadoll L..loo Lmd'ou Loaft Load" Alum.Tube 20 It a za or Mullion r3 t3 2°i is ci 8 cza all a 13 a, ? 1 13'v a 0 1 1 CO z L If 42 to 170.01 620 170.0 435 170.0 744 170.0 478 170-0 "S.170.0 506 170.0 M .170.0 519 170.0 Ilia 170.0 521 V0.0 1240 170.0 521 110.0 068 174.0 521 170.0 t735 170.0 521 1-10.0 IM 170,0 521 0 4861 170.01 708 170.0 524 170.0 W 170.0 W 1700 482 Imo 630 IT&O 1133 170.0 661 170O 1275 170.0 arr 170.0 1417 iMO 6M 1700 1 -.1 700 V0.0 880 t70A 1883 170.0 6W 170.0 2267 1704 660 50-6251a 170.0 747 Imo Ism 170.0 ON 170.0 Sit 170.0 INS 170.01 684 170.0 1195 1700 723 170,0 1345 170.0 747 70.0 1494 17MO 756 1170.0 17931170.0 758 170.0 2M 170.0 756 I- - 170.0 - 1 170.0 2301 1?0.0 750 rip 64 In 170.0 797 170.0,612 170.01 00 WU 691 170.0 1116 170.01 754 1275 170A 003 I",G 1434 170.0 837 170.0 1594 170.0 656 t70.O U113 Oka S&I 170.0 2231 ljo.o W 1 170.0 25W 1700 661 UJ 01 601. 170.0 US 170,0 1 1033 m 0 p 701 VO4 I ISO IMO 707 170.0 1240 IXO 1 078 170.0 1417 174o 044 170.0 1594 IaO iW�MO 1771 1704 2125 170.0 1003 ITOA 2479 170.0 1063 170.0 2W 170.0 IM co 70A 745 170.01 1116 170,0 VA V0.0 1302 170.0 940 IM 1488 170.0 1016 170.0 tM Vall I - F- to 63 In 170.0 IM I J076 170.0 1859 170.0 1122 .0 2231 170.0 1170.0 203 170.0 1171 170.0 2975 170.0 1171 -j 60 In 170.0 974 1700 789 170.01 1169 170.0 903 170.0 1384 00.8 002 170.0 :E IS8 170.0 low imo 17S3 00.0 1155 J10.0 1948 170.0 1210 170,0 2338 170.0 1275 V0.0 272-1 170.0 1255 170.0 MIT 170.0 126B =3 f. -- I - Z a 72 In 1009 170.0 1468 iATO [128 170.0 1700 170A 1228 t7&0 1013 1 ITOX UIS 170.0 2M 170.0 1387 170.0 25W 170A 1408 170.0 2076 IMG ISM Irao 3400 17o.0 1&M 17MG 1063 t7&0 676 170,01 12751170.0 m 781. 170.0 1122 170.0 037 170.01 1301170.0 Ic8o 170.0 ISM 170.0 1209 170.0 17941 170.0 1322 170 2019 1170.01 1421 J70.0 224S 170.01 160 INA 2802 17Q.0 10a 170.0 340 170.0,1694 IMO 35119 170,0 1706 LU III (L 1 .1 'm --i6l� 170.0 101 170.0 087 170.01 1381 1170.0 ilia ilao 1611 00.0 1250 170.0 i6Q 170.0 I= 170.0 2072 170.01 1474 1-10.0 2302 IS" 170.0 2783 110.0 1700 170.0 =3 170.0 1777 170.0 =3 JMO 1706 co .7 IS I'.V. 19'2i It 170,0 S-4 "00 _ 7 LIS 1,0.0 I ".a r170,..0' 1421 224' "0,0 I'a- '414 ra 90 In 170.0 1328 IMO 1144 170.0 iS94 I?U 1328 1704 ISIS 17OLO 14908 1704 212nS 170V law 1704 =I 110.0 1793 170.0 2M IMO 1916 170,0 31W 170A 225 150.0 3413 V0.0 ZM 138.15 334413 V0.0 238t z '7 1. '1... 70.0 1704 I_ 06 to 170.0 1417 170.0 1232 171110 1700 i7a.0 1434 170.0 1983 170.0 1622 f?0.0 2287 1 i7ac 25M 170.0 1952 170.0 2633 170.0 2095 100.0 3199 170.0 2338 137.1 3199 16U 2470 120.0 3109 IMI i428 ,C Oi_o :., -is-, NSA) 121. 2234 92.7 2761 USA 2500 -> 108fn V0.0 1594 170.0 1402 170.0 t DO 170.01 t647 V0.0 2231 170.01 1870 170.0 2550 1704 2070 184.6 2781 170-0 2271 148.3 278t i6t.8 2333 123.0 2761 140.4 'a' 125-0 I 1. 2781 I I Pit R&O,IU3 170.0 1454 170.0 1968 170.0 170�1 170.0 1..0 1 InO 2141? 1514 26:12 4023 2M W.8 2W 948.4 2216 113.6 2032 -iiis-a 2= 1 fSA 2126 8&4 2032 106.3 2M LU x 1201n 170.0 1711 170.0 1580 170.0 2125 1 076 q: 'D 14 135.1 2252 1141.4 IOU 66.11 2W 1038 5 IWO a76 2252 814 too$ t 07- 127.2 108.1 2252 118-1 1016 90.1 2252 0908 072 12.2526&9 X i 1441n.1 125.11 15841 128,8,t44S 104.3 1564 INA 1425 60 Vm 9t.5 1407.1,76.2 1 f564 1 80.7 1300 00.5 IW4 7Z3 1373 62.0 155664 65.7 1358 5Zi 1504 56.0 1330 44.7 IN4 492 39.1 1564 44.4 1263 C"! TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacl!y Table Obs) 62 X SuxbstmW 23k CoIoeeto 315k com I HOV-CMU I F90 CMU PTVmd Moto) I (O -)X ANCH OR CAP.::7 ANCHOR CAP._to 1 14-SS Eoo 5110'Elco 114'sSE16. 010 stoof 0 2 Stoo012St. "IIN .Axtvrypa 3115 Ek.Ulmm 1/4'EW kgtam 3010Eko Ulmm 14Ek UlvaZeGSWUw AgWeGaN So_(65)samm) Su-(GS) USE THIS FORMULA TO OBTAIN THEANCHORAnchorClpPattens % E620 01114«0417 P 2-Ire I. 2-Irr 3-110' 1. 2.111 I I- 244 r 3116' r 0.45 0.54" 0.324- 1 CAPACITY REQUIRED"CORRESPONDING TO AN Erobodnoot t 1-314* 1-3W _.!-314• t-W4' r I-thr 1-114" 1-1141 t-1/4' 1414' I-14• 2" I-W 11%, ,odea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Auhm®4.75'Min.O.O I Stndad«06se1 CUp ft,W): 390 Ift MOMS 150Ds M ft 1044 w now 684 lb. soft 4 w now 374 M 940113 341 too 4421h6 sm lba OPENING,WHEN IT IS LOWER THAN THE MULLION 4AWtms 0 41.8a`MK O.C.I Standudt"011ma Cop ft.3r 780ft 780%$ W ft 1780 lb. =253 510M NO 1b. 708 an 1480 Ibs 740 M. 1272 lbs tM ft 692 PA 8851be i r25 as CAPACITY(FROM THE TABLE)OF THE SELECTED 8 AMIMM 0 1JI"Uh O.C.I St.Ad-Nd(w0go.1)Qp(Flo.47 IISOPA1400 ft i0I0 lb. 2595 lbo NIA WA 040 lba NIA i0a5It" WA NIA WA -fi6iv-z imft mors MULLION.IT WILL YIELD A MINIMUM ANCHOR 4An;I-0 W Km O.C,/(2)2.5Ar4%C4s Ift-S): 760 IM 180768 M ft 1560lbS IWO M 540 Mo 6W lbs WA -700w 748 ft Sao lb. 189-2 ft -6a2M. 685 The $120 It* CAPACITY WHICH MAY BE USED TO QUALIFY a Albm @ 3"PA.O.C.f M 2.5AMb Celts I(FI461 7680lbs 156016& 13601. 3120 ft I 3792 ft 1080 lbs JIM W NIA 1520 ft i496M. 1700 r. 3784 lbs 1363w 1770 163 2240 65 ADDITIONAL ANCHOR OPTIONS FROM THE -12Ad@ Ir Ml.0.Q1(2)2xSAr4I.ClIpo I(Fig.7): 1660 ft 2100M 1440 Ild 3760113 WA A 1320 ft N/A 1600 lbs WA WA WA 200 lb. 2654 ft 336D ft ANCHOR CAPACITY TABLE. 4Awh-QI.34'Min.O.C.IU-aip.tnto.12rAtum.".OY WA WA WA WA A: I WA WA WA ?VA WA WA VA WA MA 1430 Do$ PRODUCT REVISED 8 Anchors @ 0.64'M.OZ.I U-01p.Ioto,,125"Alom.(110.9), WA WA WA A WA WA WA WA as complying with the Flaft I.VA 1111, WA ::j�W:A 2861 PA 1-2.000--1 Building Code 2Anchm@,tS51W.0.CJF-apftIG� 390gr w sla m 374 ft 636 lbs 948 a. I lbs 442120 1 15.03 4Anchm@ I.TimMin.O.C.117oMp".117 590 W 1 700 loa 1 505 IbS 1 7299113 - WA WA A cepton-No '4= NOTE.,FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CUP. TABLE NOTES: ,250' ilrdti Dde ml FIGURE 1: FIGURE 2., FIGURE 3: FIGUK 4: FIGURI58. FIGURE 9:FIGUREIO�. UREII: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON IVA WA ]_W d_ffiW W�A A A 6 A A By I "'p, LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 911705 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON 1. 1- FIGURE 6: FIGURE 6: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. re Z. VIE ANGLE A-Al, j )b :.! CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED Iff E OF (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CaSO.WOOD SHALL BE PRESSURE-TREATED " p P, 5-7) "011�. ..' must YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'BE PAIR IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.0451 THICK(18 GAUGE).STRUCTURAL STEEL To ....... PAIRS 8/o THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18�8 S.S.OR 410 S.S. BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X6'X 25" L 'MILLVR,P.E. MULLION FL PAX 58705 TABlE14A Mullion Capacity Table eTttt a p} Opening Width porvarticolly-spamlrgmtdlons)orOpeningHelght(fortodwilla*spercingmUNons) 50 In 601n TON 801n 90 to 1001n 12D In 140In 1601n % +� RatargWar Trep?>Earta ReetangWer Tlaptr6an0. Rectorgutar TfW+Rdan& RxtOngdar T1a9'Tdang. Reoter�4ar Step7lfaty, [R11",rguser TraNinnrg. Rm1o�4of TIWTdwv. RCd8VWw T74p InmG. Redmpuler Tmpfrdmg. d126••%2.11•' LoadBg Loodw Loadrg Loedlo L.Wig Loadltg LoaSnp Loadig Lowkv Loaningding Loadlrg L.oaft LoafOg Loaft Loadlno LOWIon LoarStg a: x:126"AlumTubeMuHY15421H z °gyL5 421n 144.2 528 167.0 428 1202 528 1488 419 103.0 0'25 138.9 414 00.1 528 134.8 411 Bal 528 134.1 411 528 1311 411 60.1 626 JV2 411 51.5 M6 134.1 411 45.1 528 1341 411 O 40 N 086 403 1010 333 80.5 403 947 325 69.0 403 814 320 6R! 403 81.4 317 53.7 -003 70.116 403 Tab 314 40.3 403 314 34.6 403 788 314 30.2 403 78.6 3146R8251n 823 362 91.0 S07 686 3M 713 294 588 3M 71.9 209 51.5 362 61.2 288 467 382 84.6 284 . 362 813 283 34.3 362 283 29.4 382 63.5 283 25.7 382 67.5 283 D' 7 a 61 M 87.8 318 741 267 566 378 6q2 261 485 370 67.7 258 q24 318 53.5 253 37.7 318 50.8 250 33.8 316 416 249 213 318 248 24,2 310 49.1 248 21.2 3111 48.1 240 m 0 to £ 60 In 485 258 S3.i 219 4i.2 258 467 214 363 268 4R7 210 319 258 37.2 207 27.6 258 34.9 204 ;AT 258 33.4 203 20.6 251 201 17.7 258 322 20f 15.5 268 322 201 U) U} m, 63M 427 234 468 200 35.6 234 39.1 195 305 234 34.7 192 2R7 234 31.6 189 23.7 234 29.4 186 21.4 234 28,0 184 17.8 234 103 163 234 26518313.4 234 203 183 tj} J68N %2211 39.4 183 31.0 213 33.7 179 2R5 213 29.11 178 232 213 77.9 173 20.6 213 25,1 170 118 213 23.7 169 16.5 213 2. 101 13.3 213 220 1W 11.8 213 220 188 Z 72,n 381 155 23.9 170 268 162 2Q4 179 22.5 149 17.9 179 20.3 147 15.8 178 18.778 25.4 140 20.3 161 21.8 137 17.4 161 110 135 16.2 181 17.0 133Ll 70In 235 133 fe.8 152 1 189 1 131 11&1 1 152 1 17.51 128 Q N r r�- TABLEI4B ANCHOR CAPACITY ADJUSTMENT FORMULA: C r N AIn orceptetvTeto Ube) X Sdattate: 2.7xemrete 3.9tcm.I 1iobotveuu FaedCtiU PTYYOW Metal (DP_)X(ANCHORCAP.,,®,, ANCHOR CAP.,® A1ICEut Type 31t6•E1totAtl9ten ilC Sco eAfdt141 IU16•Eko 8176'EkoUfeacon 1N'Eko t9flat0n 714.8S Eko N16•Eko 1/4'SS Eko #f0 Sled #1291¢61 #125tce1 MULLION CAP.,,1,,,", An0horClry4 Peitema U3rsm Aggremty S91n3Geq AggE4Xo7 Sc"(16}strlr4{G5} scn:w(05} USE THIS FORMULA TO OBTAIN THE ANCHOR X Eope 014tercepq 1• 2.12 r 2-tr2� 3-776• 1• z-111- f• 2-vt' x 9418• z Rog" 0.51• OM41' CAPACITY REQUIRED"CORRESPONDING TO AN y Emt>QGned } 1814• lata tau• 7414• z 1-u4• 1-174' 7874^ 1-v4• tvr t-va• z fag• 1818' I vanes ACTUAL PRESSURE REQUIREMENT FOR THE � ttOv 4nrcrota3•l�aoc.r(2)a(SanUe�lrsr 1y 7solm 76oles eBolcs 156ops 15esws 54ome Slobs wA 7s9ms 74Bms 6110,98 16g2ds 6Mkrs swan 1435 mi OPENING,WHEN IT IS LOWER THAN THE MULLION z Q O CAPACITY(FROM THE TABLE)OF THE SELECTED a x MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES:. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.256" rlft(DUCT REVISED plyFluldt FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS RNDTOR OPENING WIDTHS IS ALLOWABLE. os coming wifM the nuildingCodo�(o•G2 .--.. Acaplaztre lWl 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. >'pr+etlm �' I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118" By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Dade hnQed ANGLE CLIP MUST BE USED IN PAIRS. 1251 111 U I f r 1 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAFIONS,HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED r `\�i�O��(LY! YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-75 AND BE A MINIMUM OF.125" I �`h�`;•'�10ENSF ••,'P i� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(13 GAUGE).STRUCTURAL STEEL TO BEAT 1.28•x 2.11'X.125•MULLION ., ••.;t' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =31.: Nc•58705 THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A.LY11011 P.E. FL P.E.#58705 TABLE 75A t4I Mullion Capacity Tablo aTR2 • Opening Width(for ve10cal"parrlirgmt iom)orOponingHaight(forhori2nrfaIrsparrirgmtllions) 501. 00 in 7010 001. 901. login 120 in 1404% 1601. t?ecteneutar T�eplAieng. Rmwodar Tmpmmnl. Reefarglder TmMeeg. Reclmptdar ata#7Aoa9, Rectm+9n� it�f01w�0. RestmgUsr TmNm009- R-1-vaar T+e{ViNev0. ROcW WU 'naNfnnn9- R-leagw. 'RWN-9. " 4 7.26"30 SoedLtg Loadn LoadnO Laedng Load00 LoOdn tondn9 L6adng toedn I.Oadng Loadng Loaft Lnndn Loadng wdng Lmdng toadm L48dn sye DEG.AL a a r a a a a a a a a a a a SAYMULL o d s� a a 42h 1170.0 1 820 I 170.0 435 170.01 744 1170.0 478 170A 868 170,0 500 170.0 992 1170.01 519 170,0 1116 170.0 521 170.0 1240 170.0 821 170A 1458 170.0 521 170-011735.170.0 521 149.1 1740 170.0 521 40 N 170.01 708 1 170.0 624 1700 1 550 1170.0 694 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 1622 1572 170.0 600 1305 1672 170.0 660 1142 1522 170.0 6011 : x 50.6261. I-MO 747 1700 593 170.0 M 1700 631 170.8 1046 170.0 604 170,0 1195 170.0 723 170.0 1345 170.0 ?47 1642 1413 170,0 756 1384 1443 170,0 758 T1T.3 5413 1?00 758 1028 1443 170,0 768 2 m 64 N 170.0 797 170.0 612 170.8 858 170.0 891 170.0 1118 170,0 754 170,0 1276 170.0 803 160.4 1363 110.0 837 144.3 1353 170.0 858 120.3 1353 170.0 881 103.1 1353 170.0 081 902 1353 170.0 66t m 0 60la 170.0 685 170.0 701 1704 1083 170,0 707 167.0 1218 170.0 876 148.1 1210 170.0 a" 129,0 1218 159.8 We 118.9 11218 1521 924 974 1218 146.1 913 03.5 1218 148.1 913 73.1 1216 148.1 913 h U 03b 1704 930 17UO 745 170.0 11116 170.0 650 160.2 ITS) 160.6 933 131A 1160 16}.0 B14 1164 1160 141.8 Ogg 105.1 1150 134.2 085 87.6 1150 126.7 871 T6.4 11160 1282 870 65.7 1160 1202 670 � W = IL m 68h 170.0 874 170.0 788 182,0 1016 185,0 661 130.8 1016 146,0 8(14 114.3 1010 133.1 850 101.0 1048 123.4 839 91A 1048 110.8 830 78.2 1018 109.4 621 65.3 1048 1082 610 57.1 1048 108,2 818 Z UJto g 72 In 140,0 680 147.8 784 117,0 060 120,0 746 1004 800 110.0 734 660 880 100,0 772 78.2 880 020 712 104 880 682 TOS 667 850 78.2 693 50.3 080 70.6 688 M.0 850 76A 688 �.1 SLC$ aLL"""yyy 78I+ 118.7 780 125.1 690 948 780 10&4 678 85.5 780 83.3 663 74.6 780 034 652 66.5 790 702 643 59S 790 71.7 633 49.8 780 65.1 824 42.6 790 02.1 819 37.4 790 KS 617 - - J Q 70h 110.8 750 115.0 637 92.3 750 99.1 844 79.1 750 65.0 632 69.2 75D T7.1 621 61.6 760 70.6 012 %4 750 65.7 606 46.2 750 59,4 594 394 750 682 688 344 750 65.6 we Z Q -� 90 N 721 504 74.4 500 60.1 583 82.8 401 61.6 683 64.8 183 45.1 1183 16.0 475 401 583 MA 188 38.1 583 404 482 30.0 b03 362 452 25.8 683 33.3 145 22S 583 35.9 442 Q r0. z 96h 59.4 495 01.1 143 49.6 445 61.6 435 424 495 44.8 427 371 495 394 421 33,0 498 38.1 415 29.7 493 332 409 24.8 495 23.1 400 21.2 495 28.0 384 48.8 495 25.0 390 � Lu UJ �4�O 1081. 11.7 391 124 353 34.8 391 35.9 348 208 381 31.1 342 26.1 391 274 337 23.2 391 31S 333 20,9 391 22.8 328 174 391 19.7 321 14.8 391 17.6 316 CO W 111 n 364 370 392 335 320 370 3310 330 275 370 28.8 326 214 370 25.3 32TqT 316 19.2 370 20.9 312 18.0 370 18.1 305 IY LIU 1201. 30.4 317 304 269 25.3 317 26.0 284. 21.7 317 225 no 190 317 194 71 273 � A rJl CD 1441. 174 220 17.6 203 d,co 0 TABLE 75B ,-C ANCHOR CAPACITY ADJUSTMENT FORMULA; ��-LG Anchor Ca aci Table 0") ANCtIQRGJW.,,�,,,�, � `� Subslmle: 2.7k CercrGO 3Sk Omc. HOXow CMU FAed CMU PTtAbod Melee (DP,�)X t �=ANCHOR CAP.,,,, 5tt6•EIW 114'BS Ego 6758•E100 114-SS Elco gl0 sleet 912 sleet 9128lSd MULLION CAP.,,,,,,,,, Anchor Clip Patterns anctar7Ype: 3iicE&nu(vacnn !74'EkotB:mcm Ulireoon 3t1a'cienuittt� IW Eke A9gmcntor U2moa1A9m'eltnta 8c (65)sennv(05) S4l0WS65) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge DISVK4000 1• eta' 1• 2-m- 3-U4^ 1• 2-Itr !- 2-W 2' 3.1118' 2^ 0.46• o5r 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Mk 1-314' 1 1.314• 1.3x4' 1.314• T 14rC F t-11.• 11-1r4' 1-174• t-!N' I t-11.• 2' 118' taN• tedea ACTUAL PRESSURE REQUIREMENT FOR THE 2Aaeicta�5'Min.O.Q7¢)2s5Angie glpsl(:I9.1T 3>Ulns 390lbt 450IDs 890M neo roe 270101 2501n9 35410. mor. 374105 7291bs 048Pu 341 Ins 412101 SB0®5 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom 03,VVm.C.Q 7(2)2X5 Ante qWs 7(FID•27 7808m 760 ms 790165 1670ft 2525 ft 540404 MOMS WA 1S2D ion 748165 880 Pos tes2ms 682W 885 no 112D ft CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchnos@ 2711 MN.O.C,I M245 AA,0D UPS I _37 11201bt 1120105 958 m5 2246455 2254 Pot WA 040 nxi NIA 1 105910s I WA 1 1320 In. WA 1022•s 1327011 1680 A's MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. PRODUCT REVISED TABLE NOTES- 03 cemplytns wilh Ow Fit" B011dm2 Code Aeeepl9nce ry 16-tYl�g•Q3 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEP 26 FOR INFORMATION ON LOADING. piml D;an SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2 2}LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. MI D°d0 pmt 1144ftt 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE,FOR STRIEXACT DIMENSIONS.N SEE SHEETS 1-23. .125' �t� til. t RtJ 7�r • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ti�����1••"";"••1 j��r� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30° `t•: y�GFt.Sr i 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' = i' } ),!o.53705 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 8063-T5 AND BE A MINIMUM OF.125' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30, ism Z LEAST.126•THICK AND 436.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND )� TAtE OF J • • THE MATERIA..410&d12 ANCHORS INTO WOOD MAYBE STEEL,i6-S S.S.OR 410 S.S. MULLION `<�, •.,FLORID?• �� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A,L1lNN MIL'Li'R P.E. FL P.E,#58705 TABLE 16A _ Moliton Ca ao Tabto ow? 7 OpsnlnQW)dth(forleNcWspord mtdicm)orOponlnQHolQht(forlDriaontaff+.spar rgmdrions) 501n BON TO In BO In 90 N 100In 1201. 14014 180 In 1�d+ Ratmrpder TtaA'wm Rich ng r TrWfdarg. Rbdargatar Timpmfag. F dav4w TrwAsnO. Rectowar Trop Tdmg. 124ctergatsr Tmprrderg- Rsatengtdar TrWTdag. ReeoWu TtaNRleng. Raetafgrdar '116 a Rs4 3126"45 Loaarg Lowing LoaanO Lwdng Loearg Loadrrg Imdrlg Lwdng Loadbg Loodag Laadng Loaang Loading tood.0 Laearg Loaan9 luadnp Lmdng Cx DEG-AL x_ x _ x x _ x x _ x d BAYMULL g g^ g Ii a a 9 9� 1, 1 � � X11 la s I i a , 11 1 �� N i 41 _ co m Z 0 [41,1; h 1749 fG8 1700 135 170.0 744 270.0 478 1704 586 170.4 508 7749 982 170.0 5f$ 510.0 1118 2704 521 170.0 1210 170.4 521 1740 1180 170.0 521 1700 1735 170.0 521 180.3 7871 170.0 521 J 1. 170.0 705 170.0 524 1709 650 170.0 584 170.0 9Y! 11&0 630 170.0 ;133 170.0 Bat 1700 1275 170.0 877 1709 1417 1700 800 163.7 IS37 1700 600 140.3 1837 170.0 SW 1228 1837 170.0 860 Z 51. 170.0 747 1700 683 170.0 a98 170.0 631 170.0 1046 170.0 864 i7&8 2185 7704 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 570.0 758 128.1 1552 170.0 750 110.4 1552 170.0 75e c 4A 91 170.0 791 170.0 et2 1709 956 1700 691 1700 UIS 770.0 754 170.0 1. 170.0 803 170.0 1434 1700 817 1552 1455 170.0 856 129.3 1455 170.0 661 110.8 1455 170.0 661 07.0 1455 170.0 881 m O In 170.0 885 170.0 701 170.0 1063 570.0 797 170.0 1240 170.0 678 151.1 1309 170.0 914 139.7 13M 170-0 998 125.7 1309 163.5 994 101.8 1309 157.1 082 89.8 1300 151.1 982 78.6- 1309 157.1 082 I-- � t0 J 1. 270.0 030 170.0 745 170.0 Stili 170.0 850 1029 1247 170.0 gig 1425 1247 764.5 083 120.7 1247 7526 965 714.0 1247 144.3 952 95.0 1247 139.2 036 81.4 1247 535.7 935 75.3 721'1 135.7 915 TG tll _j 1. 770.0 974 170.0 789 f70,tl figo 170.0 903 1184 2180 783.7 085 129.0 7190 147.9 045 216.0 2190 130.5 928 103.0 1100 1281 811 86.0 1100 718,5 NO 74.2 1190 118.1 593 64.9 1190 118,1 803 Z f0.$ m 'g In 1819 1010 1608 877 134.7 1010 144.8 859 11SA 1010 127.2 842 101.0 1010 114.7 a28 E&6 1010 105.8 617 608 1010 98.9 807 87.3 1010 809 795 57.7 1010 87.8 790 505 1010 87.7 789 ah 137.0 909 143.6 792 114.5 806 172,0 775 98.1 906 107.1 787 858 808 962 749 70.3 948 882 738 88.7 908 823 729 573 006 71.7 716 48.1 848 71.2 714 428 998 70.8 709 Q r a SIn 12TI 861 1325 754 105.9 861 1125 736 00.5 801 00.8 725 7BA WI 68.5 713 70.8 881 01.0 703 63.8 861 75.1 694 53.0 687 68.1 681 45A gat 64.5 675 39.1 581 63.7 844 H � i00 In 827 046 85.4 574 689 648 72,1 561 59.1 646 S20 554 51.7 646 58.1 545 10.0 646 50.9 537 41.4 918 47.0 SW 345 848 41.5 $10 205 648 38.2 511 25.0 848 36.8 507 Q m 2 � O 0661 652 566 70.1 505 569 588 58.1 499 4&7 586 57.1 49t 428 SBS 45.8 403 37'.9 568 41.4 478 34.1 sw 381 470 28.4 588 33A 459 24.3 568 303 452 21.3 586 28.7 147 fn (tu O i7 !0801 47.9 440 159 405 399 449 413 399 34.2 449 35.7 393 29.9 449 37.7 387 2&6 449 20.8 3a2 Z3.9 249 2&1 377 20.0 449 Y1.7 388 17.1 MB ZOA 381 15.0 118 180 359 L5i 111 N 44.1 125 15.0 365 38.0 125 37.8 379 31.5 125 328 373 779 425 2&1 397 24.5 425 252 3� 221 425 21.0 359 18A J25 211.7 350 155 125 1&8 713 (r Q fYA y 1201. 349 364 355 331 29.5 304 20A 329 24.9 384 25.0 321 21.0 354 ?28 377 S&1 384 205 313 17.5 387 18.7 309 1441. 202 253 20.4 233 788 253 17.1 230 TABLE 168 Z ANCHOR CAPACITY ADJUSTMENT FORMULA: g � L1G AncharCa act TableObs) CAlnM.,... sabslmle: 2.7NOorcmis 35kCaw. H -cmu Fled CMU PTWwd Metel (DP_)X(ANCHOR )=ANCHORCAP.- A.t"T7Pn W19'Eko111fineoo VVIEFcaUMa 5116"Eko SrtB'EkoNBaCon W`EtwUamcm 471"33 Elco bt16"Etco 414.83Eka 111087881 5t2Stee1 012351581 ULLIONCAP ,,,, AnchsrCBpPedeme NSacan AggmGamr UAmcon A4preGelor Scmw(cs)Soraw(G5) 3ccew(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge oistarxe(1.): r 2.1rr 1" 2-trr 3-W 1" z-irr 5' 2-VC Z' aua r o.4a• 0.55" 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(b). 13W i.V4' 1.314" f.V4" r 1.714• 1414' 1-114" 1.114• 1414• 1-0r4" 2' 4318' i-Ve' 1eda5 ACTUAL PRESSURE REQUIREMENT FOR THE 2ArmhOm Q5.6AA O.Gr(2)2x5AA&00Sr(Fg.It 390 Ms 380ms 4501,515 890 m5 1700W 270 fba 2601bs 35/{,55 7402,515 374 ft 720755 W6m5 341 ms 4421615 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amh m @ 35'fAm O.C.r(2)215 An&Clips I(R0 2r 78016* 750 ma 790 M 16701155 2525 m5 546 m5 wo ma wa 1120 fb5 AS Iba Beo ms 78921,55 682 0.g 665 ma If2a ms CAPACITY(FROM THE TABLE)OF THE SELECTED spncrom 2.r1•Mota.C.r4212r5An9fa0fip5r(Fg.3) 1120 ms 1120m5 958Ibs 2246 ft 225705 MA 8461bs wp 1o5s165 Wa f32ofbs WA Io2zma 43z7rtm tesoma MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED FIGURE 1: as bmnplying wi919w Ftmida TABLE NOTES: tlnildilrg Coda EAt cnt4a7}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ion Ua1a r1A2! SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Miam pp1d0a1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. L.YtvPl rt�j i a a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. -125" 45• u-�� •• •- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Y�\*\\•.•410CNSc'•C,a i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250* No.587 5 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED a • a YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.12S' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45•BAY to L 11 w .�Y LEAST.126'THICK AND A3&ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '�) }U�w 1� THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S,OR 410 S.S. 45' �Tai'•. STAT-4F ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '����+ •`�GRIV�' \C��� S) �,\ A.I' N4)' FL P.E.#58705 -j t.0o0' t• -� 1.800. 1.062*1 1 - I 740• .063• .385" Or q �A c .082" I -}-{ .125' --1 I--.125' 4' .082" .438' I I I aq 4.000" F '125"STANDARD CLIP $Y 4.000• 4.000• 2.625' 2.000" 6063-TBALUM. 2.125' 2.000. 2X5 ANGLE CLIP � X-SECTION I U-CLIP 6053-T6 ALUM. .126' I I 6083-T6 ALUM. I XSECTION .125• N .125' .125' .125" X-SECTION L 'a .031'I r 0 1 .125' (� CENTER OF ANCHOR HOLE MUST UE WITHIN THE J .125 DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE : 2 T .375' '75S .375' ANCHOR O.C.DISTANCEMAXIMUM ANCHOR In mm U) 1 J HOLE DIAMETER:ANCHOR DIAMETER a 1116'. - OD 1'X4'X.125' i'X4'X.376' 1'X4"X.375 5.500• 5.000' � Z mo y MULLION MULLION T-MUWON -p�HTp 375' 1-- -376W' 0 10 6063-T6 ALUM. 6083-T6 ALUM. 6063.78 ALUM. 376• 3.125'{ CREATE FCLIP,SEE '37s ��MIN. -s y XSECTION X-SECTION XSECTION DETAR F.SHEET4 MIN. I 7 1.250• .375" Z S S` r_______.� 1 r_______, CENTER OF �- � .375' � I I I I ANCHOR HOLE I t MIN. Z 1.260• t250' I I I I 1 I MUSTUEWITHIN I I JQ d r I I I 1 THE DASHED r F BOUNDARY.SEE _-_ I I I _-_ I SHEETS 5-20 FOR F ---_-_-_I a 2.875" I 1 I I .THE ANCHOR O.C. �Z 3.94' j j I j j F I DISTANCE MAXIMUM 1 1 W Z H 3.250' 3.2ANCHORHOLE Y S2 I 1 I I I I DIAMETER: I J N N .100' 00' .100" _____� ANCHOR _____________________DIAMETER+V16'. Q2 Z 0 0 2X5M7GLE CLIP.100' 4• .814° rC L STANDARD CLIP U-CUP 606376 ALUM. gid" .� �L CENTEROF ANCHOR HOLE MUST UE 6063-T6ALUM.- 6063-TOALUM TO E'^` --i .820' F- 1 -+I .820' 1-- --•1.820' 1-- WITHIN THE DASHED BOUNDARY.SEE TO�� TOPVIEW 115'X 3.25 X.100' 125'X 3.25'X.824' 1.25'X 3.94'X.624• SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In)For Mullion: Dimension Value(In) For Mullion: 6005-T5ALUM. 6005-TS ALUM 6005-T5 ALUM DIAMETER:ANCHOR DIAMETER+1116'. F 687 X4' F 1.938 1.25'X3.25' XSECTION XSECTION X-SECTION G 1.000 .123' G 0.500 X.824' 5.500" H 2.680 Alunlmun H 1.438 Aluminum ���-------���---3.489' 1 3.00D Tube Mullion I 3.250 Tube Muilbn 2.861' I ` ,125' .375' _ .375' F 3.187 1"X4'X F 2925 1.25'X3.94" Q31r- 1.877' I MIN. G 0.757 .375' G 1.125 X-824- �_-- ---� -------- -T H 2430 Aluminum H 1.500 Aluminum f:.C:UCT REVISED I I 1 I 1 3.000 Tube 8'T" I 3150 Tube Mullion m complying with the Flerid� I I I I I F 2250 1.25'X3.25' F 2.813 30'Ba MuH Building Code 1 I I I 1 O 0.760 X.10D' F 2.875 45•Be Mu0 Amplatim No 16"x')8•o3 .125' i i i H 1.500 Aluminum B125 45• 2.250' I I I I I I 1 3.250 Tube Mu➢lon 4-1 I I I I I POTPettffiMiTABLEDmd1Rl`45-BAY MULLION 3.250'30'BAY MUL608376 ALUM. �_______� ._._ _-___- Mull Dimension 6063-TB ALUX-SECTION (shoet� Mulllvn Sld.Cilp OI(aalClip LLCIip MgIv C11P OX-SECTIOI •�?C G OFFSET CLIP 1'X4'X.125'(f0J 89384 BB8111M 6881122M 668241M 868518M S: �r J-1 I .125• 1 606370 ALUM. 1'X4•X.375'(11) 66510 666112M 6601123M 666242M 666519M .228'J x,981'-i TOPVIEW 16 X4'X.375-.1'"(11) 66653 660112M 6661123M 686242M 666519M ,228' {»-,981"•-� .740' NOTES: 1.25 X3.25'X.100•(13) 201W 6NI127M 6W1124M 6682410M 8665115M 1.25 X3.25•X.824'(14) 20181 6661128M 6661125M 6662411M 8585116M •>7.' _I C�`^' ^�!�• 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS G1VEN ON THIS SHEET. 1.75'X 3.84'X.824'(15) 20162 BB81117M 6661128M 66W41M 668517M `� 5 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(1B) 86649 WA WA WA 8685110M •�.-...... 45 De0ree(20) 6685D WA WA WA S3 �( �'� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYN FL P_E. 58705 TABLE E Mull Dimension PGT Pert# (sheat#) Mullion I Std.Clip U-Clip Angle Clip �-•125' I --� -.125' 2°X4"X.25"(16)1 66602 666261M 666271M 8665112M I a r X 6°X.25"(17) 66604 666262M 666272M 6665113M I STANDARD CLIP I -T6 A 2X5 ANGLE CUP 2.000• I 6063-76 ALUM. 2.125' 8063.78 ALUM. 6083-TB ALUM. XSECTION 2,000• XSECTION NOTES: XSECTION I _ 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125 I •125• -125' +�y S NN m DIMENSIONAL RESTRICTIONS GPM ON THIS SHEET. Z A 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I �--1.490"--I O HOLE LOCATIONS. 1.490'-^i 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. _ 5.500' I•Y-�L 0) CUT HERE TO 5.000' 375' LU 00 0 3.500'^ ..I' CREATE F-CLIP, 2-000• .375' '_SEE DETAIL F. .375 rY .375" MM• j fMp to MIN. r SHEET MIN. F- J -i-- -------� -- -- T---------------------T Z L r-------- I t I g `$ I I 1 I I I J OIL" Z 4.000" I I 1 I F U .�- 4 -I-- --- --�- 3.438' + 3AW @ i-'-------i Q Q N C .250" Y MULLION I I 3A38' t I r Z Q �2 6063-T6 ALUM. j I I I .376" Z1 AM XSECTION I -------� L---------------------i MIN. W O �- ------ ------ -- -- K J y Q �- STANDARD CLIP 2X5ANGLECUP U Z O O ULLIP,6083TBAWM. Q.. CENTER OF ANCHOR HOLE MUST LIE 8063-T8 ALUM. SED FOR 2'X 4'MULLION.SHEET 18 CENTFlt OF ANCHOR HOLE MUST LIE 6063-TB ALUM. D• �O .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPV�W SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE'MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE $ y DIAMETER:ANCHOR DIAMETER*1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 1/16'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERE TO DIAMETER ANCHOR DIAMETER 5.000" 2.000' 3.500'1 CREATE F-CLIP, .375' I SEE DETAIL F, '37� -375' MIN. r-SHEET4 MIN. MIN. 375 I I I I I I I I I I I f izcOUCT REVISED m complying will do Fterid6 1 I I 1 BnildingCode (ti0.O 1 I I I I I I Acceplam No 'Z�'� pimlion Dale 1 I I I 1 I By rl _I-_ -I_ 4.688' r 5.438' +--------i Mien PM&Ct'. 250' 6.000' rC I T- - I I I ttt 1111111 SA38' SASS" i i �� N.I I i� I I I I 1 ` P�,•. ttCEPISF'•. 'p i 2'X8'X25' I I I 1 MULLION I I I I 1 1 i` 6083.78 ALUM. I I No.56705 XSECTION I I IL I �� `-------- ------ -------� -- -- L---------------------J MIN. � E F STANDARD CLIP U-CLIP 2X5 ANGLE CLIP 250' 8063-T6ALUM. 6083-TB ALUM. 6063-TB ALUM. ��/i�jS�Qrt1A1_�`, TOP VIEW 'USED FOR 2'X 8'MULLION.SHEET 17 TOPVIEW I 1 TOPVI L A.LYW WI LLER,P.E. FL P.EJ 68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".THE OPENING REQUIRES A DESIGN PRESSURE OF*60.01-80.GPSF. - 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32+32+1'=65.REFERENCING SHEET 25,THE COLUMN USING gl NOANCHORS M HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED +A DESIGN PRESSURE OF+80.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. SEE SEE FROM TABLE 3A,SHEET 7,THE 1•X 2.75'X.375-MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.58.3 PSF AND WOULD 4g FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. PRODUCTS SHEETS Qo� APPROVAL,--- 23 FROM TABLE 4A,SHEET 8,THE 1-X 2.75•X.650'MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+672.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE TT OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X5 g g x}0] Q 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 fn N d DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MUWON SYSTEM.THE LOWER DESIGN PRESSURE,OF MUWONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _ _ 2'3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/.60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, m CD 0 No ANCHORS W WINDOWSILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: co N 32•--^II- 3T O J -I f-MULL vnon7 (60 PSF)X( 638 LBS�=524.91-13S (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPEN OPEG WIDTH 72.7 PSF _Z £ m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318•.THE OPENING REQUIRES A gta DESIGN PRESSURE OF+50.01.55.0 PSF. z FOR THE VERTICAL MULLION: F Z ¢ N O 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+7Y+1"05'AND THE OPENING WIDTH IS 36'+36'+1'=73.REFERENCING SHEET 25• Q z O o 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-W AND WILL In MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N J EXAMPLE 2:MULTIPLE MULLIONS r� MULLWIDTH �- FROM TABLE 3A,SHEET 7,THE 1"X2.75"X.375'MULLION(LENGTH=108',OPENING WIDTH=SO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF D_' d co AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F9 to¢ co FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250•MULLION(LENGTH=108",OPENING WIDTH=80")HAS ADESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z � SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. Sd NOS0 DETAILS, m� 32• EFFNFSTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD Y TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+Y=74',NOT 73'AS PREVIOUSLY o '7 PRODUCTS 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73"DIMENSION(35-V2•+35.12'+7=73'. - 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED 1 , CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. VERTICAL - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND MULLION SEE! SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. LENGTH DETAILS DETAIL I- oPENwc 8 SHEETS 23 SHEET3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X 25('MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY.ANOTHER FOR NO Z. MULLION TYPE COULD BE CHOSEN. NO Z. 72" PRODUCT REVISED 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32+72'+2'=108'.REFERENGNG SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE p Im am'syin�wilh On FIts63 USED.FROM TABLE 12A,SHEET 16,THE 7 X 4"X 250°MULLION(Q LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Acw x No 16•o21 b•03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. *.jpJ;m1,apn Dale *0Zj SEEDETAILS• - 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.INTHIS EXAMPLE,ASSUMETHECMU JAMBS ARE 8'SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH lle ho&wt 23 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED "0111111". ANCHOR CAPACITY OF 521 LBS. ���O(yx 1.YNIV ,,,-//i�� ze 3V.HORIL 36'.HORIZ. 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE ULLIP SHOWS THE ANCHOR •'•\,10ENSt F.p MULL LENGTH MULLLENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULLANCHOR TYPE IS A#12 STEEL SCREW. ': Ido.53705 FROM THE ABOVE STEPS;OUR MULLION DESIGN PRESSURE IS: = v: /5• � I .: - +/-64.7 PSF FROM THE VERTICAL MULLION +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; /U +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ;(�'•- 5"A7E O- 4!j; THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. '•.,FLO:iIOP•. Nz'� 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.LYNN MILLL ,LP.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: _ EXAMPLES OF TRAPE701DALIMIA.NGULAR LOADING: 11pp I I O Pw PI PW W4 I 9� J�I.H NSWOH SHIDH SHIDH pyy PWN UJI in 0 LOADING OF VERTICAL MUWON LOADING OF VERTICAL MUWON I L7D SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / HINGED ~LU 0 OR O -93) DDDR Q LOADING OF VERTICAL MULLION PW LOADING OF HORIZONTAL MUWON LOADING OF HORIZONTAL MULLION Q d r a PW I Q Z O PW PW PW V1 L iO r / Q PW LU y SH/DH SHIDH ^ SH1DH I - _ _..- - - V Q a �O 3 ALJ? SHIDH I Q � Q Q4 �_$ y llowSFIIDH z� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I I pW PW HR I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MUWON P HINGED I NOTES: ;:.tGDUCT REVISED DOOR PW u c—plying with lho Flaid� I 1)DRAWINGSARE Dolldine Code RERESENTATIONS OF TYPICAL At«plm�«No C j PW CONFIGURATIONS. E i�Ii �e I PW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Minln' rroom o c I THOSE SHOWN. 1 n j 2)IF THE LOADING TYPE CANNOT LYt�PJ l(v� I BE DETERMINED.USE I PW RECTANGULAR LOADING. ���.••L;,CE:•ISti'•.,•p PI _ PW W / F 3)SEE PRODUCTS'APPROVAL FOR z ' No.fi070.`� �r --- j ACTUAL ANCHOR LOCATIONS. _ ^ LOADING OF VERTICAL MUWON LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I •'ti.•�`' r��-- 1 [�^ SGD C) SL 7L OF ,,•.. i�tSIC) tt 11'C��`� 1 LOADING OF VERTICAL LOADING OF HORIZONTAL A.L'KNN A ftRL'd.E. MULLION MULLION FL P.E.#58705