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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 BGS Home r Log In I User Registration Hot Topics 3 Submit surcharge Stats&Facts ; Publications FBC Staff 'BCIS Site Map I Links Search Olin Product Approval r 0USER Public User .vsr-ewidmoac; 5:.3;XXC54,GY Product Anoroval Menu>Product or Aoolication Search>Application List>Application Detail •' _ FL# FL17519-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived _ Product Manufacturer PGr Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtiridustries.com Quality Assurance Representative Add ress/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 Equivalence of Product Standards Certified By GZ,I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ;,Yes t�No '. N/A FL17519 R3 COC Compliance Statement.pdf Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2f... 2/20/2018 Florida Building Code Online Page 2 of 2 Date Submitted 11/15/2017 Date Validated 11/15/2017 Date Pending FBC Approval Date Approved 11/18/2017 Summary of Products FL# Model,Number or Name Description 17519.1 5400/5500 Series Mullions Clipped/Unclipped Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17519 R3 C CAC 190-1075CAR.odf Approved for use outside HVHZ:Yes FL17519 R3 C CAC 190-1075C.AR.odf Impact Resistant:Yes FL17519 R3 C CAC 190-1077CAR.Ddf Design Pressure:N/A FL17519 R3 C CAC 190-1079CAR-unclipoed.odf Other:Please see installation instructions for additional Quality Assurance Contract Expiration Date product,testing,and anchorage Information. 01/10/2019 Installation Instructions FL17519 R3 II 54xx-55xx Mulls.odf Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL17519 R3 AE 54xx-55xx MUIIS Eval.ndf Created by Independent Third Party: No Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaile provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personaladdress,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click bgEL. Product Approval Accepts: RE Cmdit Cerd Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2f... 2/20/2018 GENERAL NOTES,UNCLIPPED 5400/5500 MULLIONS: USE THIS SHEET FORmin ;z , 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS UNCLIPPED MULLIONS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST OPENING WIDTH,MAX t27-114' OPENING WIDTH,MAX.127-1/4' OPENING WIDTH,MAX 127-1/4' � INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED.MUST BE ANCHORED PROPERLY 70 d �`-1-t/4'MU WON WIDTH MULLION WIDTH1ULLIONWIDTH UWD71 TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. WIDTH WIDTH WIDTH I WIDTH S� $ 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. III IIII I I Qf III IIII II S 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS I I III IIII I I J?•-� CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MULLION j j MULLION III IIII I I rn MORE THAN V180.THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD LENGTH, I I f/ LENGrH, /,/ �/ III �i/ IIII // I 1 z DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. MAX MAX, 0 03' I I 03' III IIII I I J are 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE I III IIII j I 7 >o SCOPE OF THESE INSTRUCTIONS. ��I i 00 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO III _____ IIII --------I m to LDETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET. I I--- I �------ FOR MULTIPLE UNITS,CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN SEE 51frET 3 FOR MULL F-OPENING WIDTH,MAX 127-1/4'"1 PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR TO WINDOW CONNECTION Z B FENESTRATION PRODUCTS SHALL APPLY. z z P i4bq{ s SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS g 01 g 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD 0 J to t BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS m SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. W MULUON LENGTH, W 0 8O 7)MULLIONS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ADDITIONAL WINDOW ANCHOR MAX.63' W i OL 1 BUILDING CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT THROUGH THE FRAME FOR t0 D- O EQUAL.LEGBOXQ FLANGE FRAMES. I I O J O Y APPLICATIONS ARE LIMITED TO FENESTRATION 1,2 8 3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO SEE SHEET3 FOR NAIL FIN d I I I1 O U to U) BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. I I I I J-CFWNNEL FRAMES I I N Z �Q II p/ II O 0 8)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN 'I� AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS �1-4j=------_-__(4' MULLION N � �m APPROVAL 10'MA1C I ___ _______ I WIDTH $ . �� OPENING TO FOL ADDIRIDATIONAL MT APPROVAL IONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER L �_ _4� HEIGHT, 127.114' MULLION LENGTH, I I I I 1.114' { MAX 63' �1 -___- _� MUWON HEIGHT, WIDTH MAX. 1.250" 127-1/4' r TABLE 1 1 Mullion Capacity Table bafft Opening Width or Heigh up to 127-1/4 1-ta 1'tr°' 1.20 X 3.26 x MULLIONMULLION .100 AIUm. All Loading Types WIDTHL WIDTH Tuba Mullion 3.260' Mallon Capacity Ancta age Requirement OPENING + Imml4 additional w1Mow HEIGHT, i .1 DO" CD,s arohols ttuough the Wrld— MAX.. OPENING HEIGHT, *70.0 ib&W frames at 10'max.on each side IaAX 3 70.0 Ibt k of the m d11oNTeme essemby127.1/4 III 1 tum cemarina.See tgures on ��\"Ny LYNN AO/ 7i�� .100' this wheel. iP �� �' �0'4.CcNSC' —1 .820' r-- l SEE CAR 190-1078 FOR CERTIFICATION. 'Y' NO.58705 _ {I 1.25'X3.26'X.100' _ I b _ MULLION NOTES FOR UNCLIPPED MULLIONSIFRAME ASSEMBLY TUBE: 6005-T5 ALUMINUM - l� J •;' ), 1)NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. STATE OF 2)NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS.SEE NEXT SHEET. SINGLE HORIZONTAL MULTIPLE HORIZONTAL �i5'�.FLORIOP-•��j�\� ` MULLION MULLIONSA LVNON MILL ; FL P.E.#58705 IfIII f GENERAL NOTES,CLIPPED 5400/5500 MULLIONS: USE THIS SHEET FOR ® ^ n 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE CLIPPED MULLIONS a FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE _ C- 5F OPENING WIDTH OPENING WIDTH ----OPENING WIDTH EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF I —•-� � u 1-f/4'tAULLIOtf 7.7/4'MULLION 1.1/4'MULLION 1-1l4'MULLION USED,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. --{F-- i i I-�•- -{� -II- 00 0 II WIDTH I WIDTH I WIDTH I WIDTH pp ag 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS ---- 6 Z HAVE BEEN TESTED AS'FREE•FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CUP. I II I 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED i i I I I I II I I II IN DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO.MORE THAN U160.THE 113 STRESS INCREASE WAS NOT USED MULLION ,�/ i I /� MULLION IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. LENGTH I % LENGTH %' 11 I jj I I j Z 1 Ii4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I I i I I 1 II I I INSTRUCTIONS. 1 11 II I ILL II IIII II o 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO Or PRESSURES _ __ ____� W o AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET.FOR MULTIPLE UNITS,CONSIDER ONLY TWO L •" -- z m ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE Z SEE SHEET3 FOR MULL (`OPENING WIDTH F- O OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 70 WINDOW CONNECTION j e m 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UPTOTHENEXTSIZE SHOWN ON THETABLE(S). SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS Z .g 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST m O A `u rc BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT NOTES FOR CUPPED MULLIONS: r-MULUON LENGTH lU to J d ZZ AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Q d m REACTIONS. 1)FOR MAXIMUM SIZES,SEE TABLES �-—_----- 1n J o 2A-0A. I I I I W 6)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING I I I I W N d o A CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.IMPACT APPLICATIONS ARE LIMITED TO WINDZONES 2)SEE SHEET 9 FOR INSTRUCTIONS I I I I U �•j 1,2&3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS ON USING TABLES 2A-4A. MULLION CLIP I I %• I I 1-f l4• o X o Y HAVING CURRENT APPROVALS. I I MULLION o to 3)CLIPPED MULLIONS MAY BE USED - ----_-_--_- _ WIDTH FOR CLIP C3 C, I - -------- T I oo.. N 9)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING FOR ALL WINDOW TYPES. I I I OPENING y f WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL. ANCHORAGE,USE THE SAME I I I I HEIGHT m�m ANCHOR AS WINDOW ANCHOR. 10)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER TO FLORIDA PRODUCT APPROVAL#261. I I I I 7-Ira' t MULLION LF1i07H—y I -------_-- I MULLION OPENING __-___--- WIDTH SHAPES INSCRIBED NS HEIGHT OPENING WIDTH FOR SHAPESINSIDE -HORIZONTAL MULLION LENGTH I ' 11-11 AL MULUON ^RECTMIGUL4R SHAPE y // 1-114' 1•f/4' IjI MULLION MULLION WIDTH _fWIDTH 1 _T i VERTICAL OPENING j OPENING MULLION OPENING HEIGHT OPENING HEIGHT HEIGHT FOR LENGTH HEIGHT FOR 1 HORIZONTAL HORIZONTAL MULLIONS / MULLION VERTICAL MULLION f' LENGTH \\1111111/r/A IN = '/:• NC.58705 � ll -{I�1-7/4'MUWDN 1-1I4-MULLION �1.114'MULLION �HORILLION I• WIDTH I WIDTH WIDTH L>: -I f SINGLE HORIZONTAL MULTIPLE HORIZONTAL �..�•;� y 23 C I MULLION OPENING I! ` LENGTH HORIZONTAL i _WIDTH FOR MULLION MULLIONS =� ,4 I•• MULLION ST E O LENGTH VERTICAL '��.(\ F P•••• \� CORlO•, OPENINGWIDTH MULLION FOR VERTICAL MULLION ' �/" U�/DNA,-�,�' CROSS MULLION CONFIGURATION TEE MULLION CONFIGURATION A.LYNN MILLER,P.E. FL P.E.#58705 CROSS-SECTION MULLION EXAMPLES USE THIS SHEET FOR CLIPPED&UNCLIPPED MULLIONS �� a SHALLOW FLUSH SHALLOW FLUSH MULL FACE CAP lAULL FACE CAP —1111117a2om�Ij o� J� FLANGEFRAMEBE SHOWN, EQUAL{EGA30%FRAME 1 '2 LL MAY ALSO BE INSTALLED SHOWN,MAY ALSO BE AS AN EOUAL•LEGMM Q INSTALLED AS A FLANGE Q Cl) FRAME(SEE FIG.2) FRAME(SEE FIG.1) 8 UU�_ -NUI Z LL O Do ❑o oo� EXTERIOR DEEP FLUSH MULL FACE CAP EXTERIOR Z z.$ 1I a L ID, !20178 1 y =) O U V J J FIG.1:1.25"X 3.25"X.100"MULLION&FACE CAPS FIG.2:1.25"X 3.25"X.624"MULLION&FACE CAPS w g a•• �a o w a MAY ALSO BE INSTALLED f'--'---"--`---------- ------------------------------------------------------------------ co D- C, I LL2TENDED AP TOWARDS EXTERIOR, I FIG.4:MULLION END CAP EXAMPLE p -1 o Y MULL FACE CAP I I p (.) p (qp 420175 I Z `3 > INSTALL I ADDITIONAL NAIUSCREW pp 10 p O EOUAL{ � EG/BOX FRAME I _ MULUON END CAP TO SPAN BOTH _THROUGH THE NAIL FIN ON EACH SIDE 0 y. SHOWN, MAY ALSO BE I WINDOWS.ADHERE WITH SILICONE ASSEMBLY R m INSTALLED AS A FLANGE Q i TU ECENTERUNE. RON FRAME(SEE FIG,1) I I \L_ NOTES FOR MULLION END CAP: I YAPPLIES TO FIN OR CHANNEL FRAMES. I i i --------- 2)REQUIRED AT HEADER AND JAMBS. o IEX1pIOR V PICTURE WINDOW WITH D ❑D_Xllo EXTERIOR I 2ny VERTICAL MULLION SHOWN, V SIDE VIEW ALL WINDOW TYPES AND SH MULLION ORIENTATIONS MULDLEF CE CAP \_MAY ALSO BE INSTALLED I APPLICABLE. 420178 TOWARDS INTERIOR. ) I SEE CROSSSECTICN MULLION I MAY REQUIRE EXAMI'LES,FIGS.1.3.FOR I I I FIG.3:1.25"X 3.94"X.624"MULLION&FACE CAPS r FIELD TRIMMING WINDOW TO FRAME ATTACHMENT y LYtIN4 'i, 1848 'GENS, NOTES FOR MULLION TO WINDOW ATTACHMENT: 1 _T I Iso• VERTICAL MULL TO '••�= 1)RECOMMENDED ANCHOR LENGTH=MIN.3/4' STRUCTURE _ 7k No. 2)USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL. --I ,..I— FRONT VIEW _ MULLION END CAP - y 157 :,tu\ 3)PICTURE WINDOW WITH VERTICAL MULLION SHOWN,ALLWINDOW TYPES AND RIGID PVC 'O'n •FCURIOI`•'' MULLION ORIENTATIONS APPLICABLE. 2XSIDEVIEW S C 4)IF APPLICABLE,NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW , f OIVA�- /C L'YNN�11ILLtR,P.E. FRAME MEMBER BEING MULLED. FL P.E.#56705 I USE THIS SHEET FOR w „ CLIPPED MULLIONS � 3 DETAILA: DETAIL B: MULLION MULLION k°pa I-o MULLION TO 2X WOOD BUCK �,MULLION ATTACHED TO 1X SUCKSTRIP TYP.ANCHOR ^ az W OR WOOD FRAMINGAND PER SUBSTRATE, p v OFFSET CLIP SHOWN WOOD BUCK AND MASONRY ( ) (STANDARD CLIP SHOWN) ATTACHMENT BY OTHERS SEE SEE TABLE52B-0B d SEE NOTE 1, O I SHEET I. 7:�Sl MIN 2.1 EITNER THE 1 I I d le I I CONCRTE OR CMU EDGE Z STANDARD OR I I ° I I ��SEEDISSEE T \ ° I 2BAB TABLES J OFFSET MULL / EDGE I EDGE DISTANCE 2B4B J d CLIP MAY BE I DISTANCE o \ I e FOR MASONRY LL INSTALLED BY d I II FOR WOOD I I \ ANCHORS Q O O rnlsMEreoo. J scREws °`a�\ I I11 SIDE VIEW m Z CCD EITHER THE F O V STANDARD OR OFFSET MULL 2 de CLIP MAYBE d ° EXTERIOR o e INSTALLED BV F e d d e EDGE < THISMETHOO. Z UU d DISTANCE 4 ° J FOR Q Z m I J MASONRY ° U) O a THE OFFSET CLIP IS ANCHORS W F. ' RECOMMENDED FOR Q$8 P W. O EXTERIOR °d FIN-FRAMED OR W J C ^ a" S JHANNELWINDOWS, N BUT MAY ALSO BE O O `1 USEDFOROTHER O U) 1 FRAMETYPES. 10 Z O 0 S TYP.ANCHOR 0..— r w PERSUBSTRATE, In go m TYP.ANCHOR SEE TABLES 2B�4B ,L0 1 g y3 a 7YP.ANCHOR PER SUBSTRATE, o BUCKSTRIP PER SUBSTRATE, SEE TABLE52B-0B / /. AND I SEE TABLES 2048 EDGE/ENO r ATTACFIMEM 4 DISTANCE 1 •' '• ;1 BY OTHERS, �— SEE TABLES EMBE IDMENT* BY ONOTE THERS, EMBEDMENT SUCKSTRIP 2848 1 .� • SHEET 7. i 1_ AND {i ATTACHMENT - -— MIN 2.7 KSI CONCRETE OR CMU•• • BY OTHERS, •• , SEE NOTE I, • SHEET I. •' A.250'MAX ULLION FRONT VIEW i SIDE VIEW SHEET 9 FOR _ FRONTVIEW E LOCATIONS MAY RECTLYTOO BE INSTALLED MASONRY' TYP,ANCHOR if PER SUBSTRATE,SEETABLES25 4BINSTALLATION NOTES: EMBEDMENT I ALL MULLIONS I - 9•• ° "0111111" 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MIN 2,7 KSI CONCRETE OR CMU ....... 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW ` �C£NSE ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE c� �' '•,r'Y CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE p5 FOLLOWING SHEETS.FOR DETAILS A-C,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. WD,58T 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAO OR FLATHEAD. '.a13 k 2z,\S 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL B.THIS SHEET. ''��•., L�AZC orP•: A.LYNN MILL'ER,P.E. FL P.E.#58705 USE THIS SHEET FORy DETAIL C: DETAIL D: DETAIL E: CLIPPED MULLIONS °y FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP MULLION TO MULLION x� (F-CLIP) (ANGLE CLIP) LL INTERSECTION �o u w (U-CLIP) NOTES FOR INSTALLATION OPTION E: Z u SEE DETAILSA&B, S 1 SHEET 4 FOR INSTALLATION ^-�\ TO SPECIFIC SUBSTRATES. VARIES j ` 1)MULLIONS MAY BE INSTALLED IN LL MuwaN 'TEE"OR"CROSS"CONFIGURATIONS. j \ \ c 11 2)U-CLIP MAY BE INSTALLED HORIZONTALLY(SHOWN)OR (n I / TOP VIEW VERTICALLY. Z \ MULLION Q ) VARIESLL- +---N ? a o 912 STEEL SCREWS, O SEL r DRILLING OR PRE-DRILL LU ca Q I `\�/ MULLION AND USE SMS Z J� EXTERIOR c ,/ MULLIONTYP.ANCHOR ? V y Z C STANDARD MULLION CLIP I I PERSUBSTRATE / �_ U) MODIFIEDTO FR FIELD 1 SEE TABLES 28-48 LINTERSECTION CONDITIONS. 1 UCLIP J z to 1 EXTERIOR z om a -MULLION j I W aFa "O o II I LU J o 2'X5'X.125• p U, J II I \ ANGLEcuP, FRONT VIEW w to I� { 6L I 1 I 2PER MULLION END. Z C3 O I I I 1 MUST BE INSTALLED O C) S INSIDE OF MULLco gLO mQ Y 0 DETAIL F: TYP.ANCHORl _PERSUBSTRATE, b MULLION ATTACHED TO BEE TABLES 21118 STEEL STUD (STANDARD CLIP SHOWN) INTO WOOD,STEEL STANDARD CLIP TO BE EXTERIOR - STRUCTURE ALUM,CMU OR MASONRY MODIFIED NFIELD. TYP.ANCHOR A PER SUBSTRATE. ) EXTERIOR SEE TABLES 2840 ® ® INTOWOOD,STEEL, © n ALUM.CMU OR MASONRY EDGE `MULLION DISTANCE 222) PER ANCHOR ``L,T I'I1I1////, EDGE -�}� E DISTANCE— � e PER ANCHOR : � .. •.......• CF i FOR STEELSTUDS THINNERTHAN \ �LGEMSg '•.:� �' FRONT VIEW 16 GAAND COMPLIANT WITH THE FL BUILDING CODE,A 2X WOOD BACKER MUST USED. = �1': No.56705 _ t ATTACHMENT BY OTHERS. : (E EXTERIOR USE WOOD ANCHOR SPECS !! - NOTES FOR INSTALLATION OPTION D: -O••, N- ,�,,22i NOTES FOR INSTALLATION OPTION F: 2 J� 15 :�� t 1)USE 2 ANGLE CLIPS PER MULLION END.CUPS MUST BE - U F TE OA :.'\�`; I i T••• CORlO, INSERTED INSIDE OF MULLION. 1)FOR 2X W000.BACNED STEEL STUDS,WOOD �CSS�'• •���:. ANCHOR VALUES MAYBE USED. IONA ; ti- , II,I IIIb,`' A.LYNN MILLER,P.E. FL P.E.#56705 TABLE 2A USE THIS SHEET FOR „ Mullion CapacityTable(b8iR) CLIPPED MULLIONS _„ r Opening width(10TaeNCa"D8tning 1711400m)0 Opening Helght(for hort2o9ta0y-fipanning md9ons) 501. 60 in 70 b1 80 6 00 in 100 in 120 in 14D in 1®6 m- n 0 ReelarQdnr Tnyr&M. ReetnngWa TnIJTrlarg. Recfargola Tmprrnarg, Rxtagoia TtalJTdatg. ReCtarydar Tra{JThlov. Ra'L-9dar Trdp'!'ang• 15utrw1or TrInvToag. �im@War Tr4JTdaog. Ftoowo. nagrfty USE RECTANGULAR p ti 125 X 3.25 L�i-q Lppig� Leading Losing lo,dm loafing La,dnB Loading Leading Lw®ng Loa6tg LwAig Loe0lrg Load6g lwdrg tpa0bg Lw®Ip Leading LOADING FOR ALL TEE OR t5x X.100 CROSS CONFIGURATIONS,um - �A1NIIbnba �g >p i7 ¢�• ¢� CONTAINNG ASSEMBLIES k try 2ne Q $ Qa n 1 �a� �� �1 �� �1 1 Q � Q f� Q WINDOW, OUBLEHUNG a 421. 700 Z56 70.0 179 700 306 70.0 IST 70.0 357 70.0 208 70.0 408 70.0 214 70.0 45@ 700 214 10.0 510 70.0 214 70D 613 70-0 214 70.0 715 70.0 214 70.0 817 70.0 214 USE TRAPEZOIDAL O 48 in 70.0 292 70.0 216 TOA 350 70.0 241 700 408 70.0 259 70.0 487 X. 272 70.0 525 70.0 2m 70 n 593 700 280 70.0 700 70.0 280 70.0 817 70.0 280 70D 933 70.0 2Ln (TRIANGULAR LOADING FOR ALL OTHERS. wail Q•• 1,625 In 100 308 70.0 232 70A 380 704 260 T00 431 70.0 282 700 492 70.0 20 700 554 710 3w 700 916 700 311 70.0 738 70.0 3tt 700 851 70.0 311 66.9 92T 70.0 311 IDL 64 in 700 319 704 752 70.0 384 )0.0 284 T0.0 45@ 70.0 371 70.0 526 70.0 331 70.0 591 70.0 346 )0.0 856 70.0 352 70.0 788 70.0 354 88.2 669 70.0 351 57,@ Bb9 70.0 351 DO In 10.0 365 70.0 289 70.0 438 70.0 328 70.0 510 70.0 362 70.0 683 70.0 389 IDA 636 T6.0 410 70D 729 70.0 425 89.7 746 700 438 51.2 146 T0.0 438 44.8 TO 700 439 (0 (1) CD 63 in 704 357 Me 307 70.0 489 704 350 70.0 538 70.0 387 10.0 613 700 416 58.7 677 70.0 443 619 677 70.0 462 81.8 877 700 401 44.2 877 70.0 482 38.7 671 ICA 482 1" W 63 in 70.0 401 70.0 325 70,0 481 70.0 3T2 70.0 581 7CI.0 413 07,3 817 7D.0 447 59.8 817 700 478 Sib 617 68.7 489 44.9 817 69.4 483 304 617 63.7 482 33.8 817 83.7 482 _ ggg� 72 in 70.0 438 70.0 362 68.1 518 70.0 416 59.2 518 652 432 51.8 516 B&8 425 48.1 516 54.2 419 MA 518 50.7 414 34.5 518 48.6 408 29.8 518 45.0 405 259 516 46A 405 Z ..! 761. 70.0 462 70.0 386 5&7 465 62.6 398 50.3 465 54.9 390 44.1 465 49.4 384 29.2 485 453 378 352 465 422 374 204 465 38.3 367 252 465 38.5 364 22.o 485 362 361 g ! u 781n 652 441 68.0 387 54.3 441 57.7 378 4e,8 441 50.8 372 40.8 "11 45.4 366 36.2 441 41.8 360 32.8 441 38.7 358 27.2 441 34.8 348 23.3 491 33.1 346 20.4 447 32.7 345 J p tr2 i 90 in 42,4 332 43.8 205 35.4 332 37.0 289 30.3 332 32.3 284 26,6 332 2&8 280 233.0 332 2&i 270 21.2 332 24.1 2T2 17.7 332 21.3 266 162 332 19.6 262 13.3 332 18.7 260 ' b fi5 ±� 35.0 281 J5.0 260 28.1 291 30.3 258 25.0 291 26. 252 21.9 291 2J.5 246 18.4 281 21.3 244 175 281 19.5 241 14.9 291 17.1 230 12.5 281 15.0 232 W e- w 230 25.7 208 20.5 230 21.1 tad 17.5 230 16.3 201 15.4 230 162 186N 218 23.1 19T 18.9 218 19.4 184 16.2 218 16.& 181 14.1 216 14.8 1894 J iB7 182 170 14.9 767 15.3 181 CD X tIn 1 SEE CAR 190-1075 FOR CERTIFICATION. LSD C4 C O LO �m0 s TABLE 2B Anchor Co ad Table!bs ANCHOR CAPACITY ADJUSTMENT FORMULA: SWbtmte; 2.711 Canoiete 3.51,Cone. mmw CMU Rion CMU PT Wood MeW ANCHOR CAP.:a,a.... o ma; (DP,)X t }=ANCHOR CAP.,,, 5116•EkD 71a•55 Etco vt6•Ek0 u+•ss Etsa 01051"n o125tee7 472 steel MULLION CAP. ,,,, Anchor Clip Peltame Anchor Typo: 3716'Etoo UP.- 114'Eiw taencon U6racm Wr Etoo lxtmaon tt+'eke ilmacon AggraOeior uitewn agg„salor scn17,t,$)Saew to Y ^ t057 USE THIS FORMULA TO OBTAIN THE"ANCHOR t Edge0htaxe0.): 1' 2-12• 1' 2112 3.12' 1' 2.12' 1' 2.12' 2 3.118• 21 0.48' 054• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN I Emledmd 1 i6 I-v+• 7-v4' i-v4• 7314• 2 1114' 1.14' i•itc i-147 1-1s 12P z• tsra• ism• -I. ACTUAL PRESSURE REQUIREMENT FORTHE # 2 Anclms 04.16•Min.O.C./Slandad or offset Up ft 0 390 fm - 3m IDS 45015, 890 ma 1644 Ors 270 On 280 1b, 354 I5a 743 Its 314 ins 664 ms 946 Its 341 lbs "1218. 560 Ora OPENING,WH EN IT IS LOWER THAN THE MU LOON 4 Ambom 01.IS-Min.O.C.t Standard(W Omet)Oil 1Fg.2): 48010. 741010.6 WA WA WA WA 30D 977 WA NTA WA WA WA 6112 In 885 tet 1120 tos RAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arohare 03'Min.O.C.1(2)2x6 Anal.Clip.I(Fig.3)t 780 1b. 780 iia 683 m, 76s01b. 1896 Ib. 640 rot 660 ib, WA 760 in. 7481bo 060 ft 1892 m. 682 im 68510. 11201b MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Awn-@ 054-Min.0.1:1 UCP,610.100'Alum.tFig.43 WA WA WA WA WA WA WA WA WA WA WA I WA WA WA 950 ftp CAPACITY WHICH MAY BE USED TO QUALIFY 7 Archon FLlip(Fla.5): 195 lb. 19510s 225 mt 44515, ata Xa t35 ma 140 m, to no 37D 4n t57Ib3 s32las 4731W fro ms 221 thezap 1115 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anon. 0 IAS'M6.O.C,1 FLnp(fig.Sr 2401115 350111. WA WA N1A WA 196 m. WA WA WA WA WA 341 lim 442 Ib. Sac 0. ANCHOR CAPACITY TABLE. ' i FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2 STANDARD CLIP SHOWN: TABLE NOTES: 1.250' • • • • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS M FOR GENERAL INSTALLATION METHODS. ltl+,tit lt;111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTH$IS ALLOWABLE. \���y`+ _�-••,__t1(j�tip, FIGURE 3: 3250" : ,;�•'��GCN . SE• '•.'Q ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE r CUP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58705 BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ....) IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1�„ �/)IT�E 707 j 6 FIGURE 4: FIGURES: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL '�`,••.. gi BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -�• �:OJ^r tLOR144: �(g�� 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND Y • * . .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 100' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION4177 �Qj4(z1. , #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILLER,P.E. FL P.E.#68705 TABLE 3A USE THIS SHEET FORn Mullion Capacity Table(Ib9l8') CLIPPED MULLIONS Opening Width(forverticaly-spanning mullions)or Opening Height(rot hod mntagy-spanni g mWOons) So In 60 in 70 17 801n 901n 100 in 120 In 140 in 16D in E g lay 0 125x3.25 Ramengnbr Trap/rdarg. Rdasmgular Trap/Tdarg. Recmngula TmpRdadg. Rectangular TraplTdang. RectarOmar TmyTAang. Rectangular Tral✓7riang. Rectangubr r pRdang. ReUnngula reprtdalg. Rabrgdar Tmvnderg. USE RECTANGULAR oo Lomirg loading loean9 Lomhg Loading Loading Loading Loading Loading Loading loading Leading loading laming Loading loading Loading Loading LOADING FOR ALL TEE OR 6z LL x.624 g 151 gg g g q g & CROSS CONFIGURATIONS, aMulllone t'5 8 � 8g ` � � CONTAINNGAAND ALL MBLIES a' lirWINDOSINGUEIDOUBLE HUNG$ WINDOW. � 421n 70.0 265 70.0 179 70.0 305 70.0 197 70.0 357 70.0 208 70.0 408 70.0 214 70.0 459 70.0 214 70.0 510 70.0 214 70.0 613 70.0 214 70.0 715 70.0 214 70.0 817 70.0 214 USETRAPEZOIDAL Z 48 in Too 292 70.0 216 70.0 350 70.0 241 70.0 408 70.0 259 70.0 467 70.0 272 70.0 525 70.0 279 70.0 583 70.0 280 70.0 700 70.0 2110 70.0 617 70.0 280 70.0 933 70.0 280 rrRIANGULAR LOADING 0 50.6251n 70.0 308 70.0 232 70.0 369 70.0 260 70.0 431 70.0 202 70.0 492 70.0 298 70.0 564 70.0 308 70.0 875- 70FOR ALL OTHERS. .0 311 70.0 738 70.0 317 70.0 881 70.0 311 70.0 984 70.0 371 541n 70.0 328 70.0 252 70.0 394 70.0 284 70.0 459 70.0 311 70.0 626 70.0 331 J0.0 601 70.0 345 70A 656 70.0 352 70.0 788 70.0 354 70.0 019 70.0 361 70.0 1060 70.0 35400 60 in 70A 365 70.0 289 70.0 430 70.0 328 70.0 510 70.0 362 70.0 593 70.0 389 70.0 656 70.0 410 RIM 729 700 425 70.0 875 70.0 438 70.0 1021 70.0 438 70.0 1107 TO.0 438 W (n 07 m co {, 63 in 70.0 381 70.0 307 Too 459 70.0 350 70.0 536 70.0 387 70.0 013 70.0 415 70D 689 70.0 443 70.0 766 70.0 4@ 70.0 919 70.0 481 70A 1072 70.0 482 70.0 1225 70.0 462 66 In 70.0 401 70.0 325 70.0 481 70.0 372 70.0 561 70.0 413 70.0 642 70A 447 700 722 70.0 476 70.0 802 70.0 498 70.0 983 70.0 525 70.0 1123 70.0 529 68.1 1248 70.0 529 D- , .4� 72 in 70.0 438 70.0 362 70.0 675 70.0 418 70.0 613 70.0 464 70.0 700 70.0 506 70.0 788 70.0 '541 70.0 875 70.0 571 69.9 1049 70.0 613 59.8 1049 70.0 63D 52.4 1049 70.0 630 J m 761. 70.0 482 70.0 386 70.0 554 70.0 445 70.0 847 70.0 498 70.0 739 70.0 644 70.0 831 70.0 5B5 70.0 824 70.0 620 59.5 991 70.0 811 51.0 841 70.0 696 44.8 941 70.0 102 ? j �❑ u rc 78 in 70.0 ulna 70.0 399 70.0 589 70.0 459 70.0 664 70.0 515 70.0 758 70.0 564 70.0 853 70.0 607 6fi.0 884 70.0 644 55.0 897 70.0 700 47.1 894 67.0 701 41.3 887 681 698 O BD in 70.0 647 70.0 471 70.0 BSe 70.0 597 61.4 871 85.3 575 53.7 877 59.2 668 47.7 871 52.9 658 q3.0 871 48B 651 35.8 871 43.1 539 30.7 871 39.7 631 28.8 877 37.9 628 Q N 961n 70,0 6B3 LOA 607 59.0 590 fi1A Ste 60.8 SBO 63.1 509 M.3 500 47.5 5@ 39.3 590 13.0 497 35A 590 39.6 460 29.5 690 39.7 477 25.3 590 31.8 489 0 W X cV 108 Fn 4B.7 188 50.B 127 41.9 4O8 42.0 414 35.6 4eB 37.1 108 37.1 488 32B 4@ to >30 0 111 In 45.0 441 46.7 400 382 Mt 39.3 383 32.7 441 34.1 387 28.8 441 30.2 382 Nis o 120 in 38.3 378 36.9 304 30.2 378 31.0 339 (r) SEE CAR 190=1076 FOR CERTIFICATION. � N L-') C) O C).,� o C) v stn TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA: ? V LO m AnchorCepaehy Table 16s In m ( ) ANCHOR CAP.,g,,,,,E ❑ Subsltere: 2.7k Concrete 3.5k Cme. MdLow Q4U FBed CMLJ PT Woad Mdad (DP,,.)X( )=ANCHOR CAP.,,. YtE Dm 1!P ss Etc 5116•Elco 1/4•ss Elm 010 Sled •125tee1 012 stwl MULLION CAP.,,.,,, , Anchor Ci Pattems Mrhm Typo: 3'16'FJm Wim 114'Elco Unmmn Ulmmn Lt6'Elm lxmcm va•Elco unrawn gg�aeaa S�e,(05)Scr-(GS) 5-(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Clip 14'53 Ec l8am A Edge Oates fn): 1• 2-11r 1• 2.117 3178• 1• 2.112• r 2.1R' 7 3116' 7 0.48• 0.54• 1 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EnIbad aft(in: 1a/4• tad• 1a1. Lav 2• 1-114• 1.114• 1.178• 1.114• 1-174• 14/4' 2• t-39• tale• 11lnia4 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Mohoa®475 Min O C./Sterdand v Otset Op(Fig 0: 390 ms 390 lbs 450 rod 690 hs1648 Lbs 270 ms 267 Its 354 ma 740 Its 374 Oa 664 ms 946 lb 371 ms 442118 5601 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arehm@ 1.15'Mb.O.C.I Standad gr Crk )Cep(Fi92). 480 ms 700M WA NA WA NIA insM IVA WA WA NA NA 662 ms BM9 1120Im CAPACITY(FROM THE TABLE)OF THE SELECTED IArchom®3'Min.O.C.I(2)2a5 Argb Clips/(F g.3): 780 me 780 ma seg roo 1560 On 1695 ma sauna 6s4 ma WA 760 lb� 748 ma ee3 lbs 1e92 ea 662 din ea9 ma "20 lb. MULLION.IT WILL YIELD A MINIMUM ANCHOR q 3 Anchor; 0.50•Min.O.C./UCBp,Irto.100'Alum(Fig 4)'. WA NA RVA ITA WA WA WA WA NA N/A NA WA WA WA 950x. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arctw/FCOp(Fig 5): 195168 IBS me 225 roe ws Fa 872 me Las rod too bs 177 ma 3701ha 187 1b, 3@ 16r 4731M n9ma 221168 280 m, ADDITIONAL ANCHOR OPTIONS FROM THE I 2 Anetona 1 1S Min.O.0 1 F-a 6: 270 ms 3501bs WA WA NTA WA 190 ros WA N'A NIA NA WA 371 Ihs 4471M 560151 ANCHOR CAPACITY TABLE. FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2 STANDARD CLIP SHOWN: TABLE NOTES: 1.250' III! • • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3.5 FOR GENERAL INSTALLATION METHODS. 1111)I t 177/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE _�.••�(GENSl .,P ANGLE 3.250' CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �' •'.'3`' BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. it 130.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL "O 'j 'LIS LU t FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624" TG OF • �V • 6063-T5AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _L 'SOT •• p70p1pP -��"': • • • .045'THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL '••••• C",�`` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25"X.624' i�`5�O)N A, #10&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION 1' A.LYt�N�MILLER,P.E. FL P,E.#58705 i s TABLE 4A USE THIS SHEET FOR Muillon Capacity Teble(lbslft7) CLIPPED MULLIONS Opening Width(for uemicalVspanNTlg millions)or Opening Haight(for hodmnta*spannig mtgors) 50 in 601n 70lD Bo In w in 1w in 12o in 1401n 1601n USE RECTANGULAR 14 LLo 1.2523.94 waver Taprrdsng. lhrolatlguklr Tapmfa� RW.0,1. rapmrarg. Raetanil ar Tmprrdene. Ravarguar Tr4NTdang. Reelangoler naprTdang. Raatnrgalar Tmp/rdang. R+an9aa Ttaprnlang. Reeargmar Traprrden9. LOADING FOR ALL TEE OR R' IN Loamlg Immix wamrg Loading Loading Loading Laaatng Loading Loading Leading Loaning Loading Loading Loading Loading loading wading CROSS CONFIGURATIONS, x.624 AND ALL ASSEMBLIES 6Z Z Alum.Tube & Z' _ S & S z ;s $'_ _ _ _ ,r _ A'_ _i_ _ .$ _ 1.,' _ S _ CONTAINING A MuObn @@ qp ygg gp as 3 p¢�} pq IS Aa 1 4114 1 g4�� � �� � �gg � t4��3- r� pp�9 � q4�� � �� � yp�� � �� SINGLE/DOUBLEHUNG m g� t� 8k �� X� 211 2118 g B 3 2� d �. X I Ing ;I 211" $a 8 zea 2 11 11 1 2 SIETRAPEZOIDAL -�� 42 In 70.0 255 ro.o v9 70.0 Sae 70.0 187 70.0 357 10.0 208 70.0 408 lag 214 ro.0 459 Tao 2111 70.0 510 70.o ma 70.0 613 70.0 214 70.0 ns ro.9 214 ro.0 817 70.0 2111 rtR1ANOULARLOADING Z FOR ALL OTHERS. O 46m 70.0 �z 70.0 re ro.D aw 70.0 2111 Ina aoe Tao x59 ro.0 ae7 7D.a xn ro.o 525 70.o x79 ro.o 8113 70.0 zw 70.0 7w 7a.o aao 70.o en 70.0 280 70.0 631 70.0 zea -j p<u 5D.6251n 7110 309 TOA 232 70.0 368 70.0 2w 70.0 431 70.0 262 70.0 4B2 70.0 298 70.0 654 7110 308 70A 615 70.0 311 70.0 738 70.0 311 70.0 Sol 70.0 311 70.0 964 70.0 311 o54 in 70.0 328 70.0 252 7D.0 394 70.0 284 70.0 459 70.0 311 70.0 525 70.0 331 70.0 591 We 345 70,D 656 70.0 34 70.0 7B8 70.0 354 Ta.0 919 70.0 354 70.0 low 70.0 354 60In70.0 365 70.0 299 T0.0 430 70.0 32a 70.0 510 70.0 302 70.0 593 70.0 389 70.0 656 7110 410 70.0 729 70.0 425 70.0 875 70.0 438 70.0 1021 70.0 438 70.17 1167 70.0 436 00fQ CO 63. 70.0 383 7x.0 307 70.0 459 70.0 350 70.0 536 70.0 397 70.0 613 100 418 70.0 689 70.0 403 70.0 769 70.0 462 70.0 919 70,0 481 70.0 1072 70.0 482 70.0 124 70.0 492 65 In 70.0 401 70.0 325 70.0 481 70.0 372 70.0 561 70.0 413 70.0 642 70.0 NI 70.0 722 10.0 476 70.0 802 70.0 49B 70.0 961 70.0 525 70.0 1123 70.0 629 70.0 1283 70.0 529 g 72 In 70.0 978 70.0 382 70.0 625 7010 416 70.0 813 70.0 480 70.0 700 70.0 5w 70.0 780 7110 Sit ro.0 815 70.0 571 70A 1050 70.0 013 700 1225 70.0 630 TOA 1400 70.0 670 f78 n 70.0 462 ro.D 388 70.0 564 70.0 445 70.0 647 70.0 498 70.0 739 70.0 541 70,0 931 7Q0 585 ro.0 924 70.0 820 70.0 1109 70.0 071 70.0 1297 70,0 899 70.0 N7B 70.0 ros @ 79 in 70.0 474 70.0 398 70.0 509 70.0 459 70.0 664 70.0 515 70.0 758 70.0 564 70.0 853 70.0 w7 70.0 949 10.0 644 70.0 1130 70.0 7w 70.0 1327 70.0 732 w2 1471 70.0 n9 7 UIn win 70.0 547 70.0 471 70.0 668 70.0 547 70.0 766 70.0 017 70.0 875 70A OB1 70.0 984 70.0 738 70.0 1094 70.0 Tw 59.2 1110 70.0 675 50.7 1110 69.6 878 "A 1110 62.7 870 < C C win Me 583 MA 507 70.0 Iw 70.0 591 70.0 SIT 70.0 688 70.0 933 70.0 739 65.0 975 700 804 58.5 975 65.4 807 48.8 975 57.4 789 41.8 975 52.3 176 w X., 1w In 7110 658 70.0 SBa 68.5 771 m.0 67B 567 771 81J B74 51A 771 50.3 664 V'R -� • w 4A o a 111 in 7110 674 ro.0 699 83.1 730 65.0 650 51.1 730 56.3 640 47.3 730 49.9 831 W pj i 120 in 1 59.9 624 61.0 569 49.9 624 51.2 1 5w CD x Oto co 1 144 In 1]4.7 433 35.1 4110 29.9 433 29.4 395 u')EIE N 3 SEE CAR 190-1077 FOR CERTIFICATION, �0 TABLE 48 3 m t ANCHOR CAPACITY ADJUSTMENT FORMULA: a 8tnm0 s Anchor Capacity Table Iba ANCHOR CAP„„,,, m On (DP,)X( u.a1=ANCHOR CAP... Subabale: 2.7kCacaae 16k C- H.11-cmu F1114dCMU PTIMood Molal MULLION CAP.,,,,,•„,/ Anenor Type: 3116'Elco Unncon lyd-Eke Uera_ EMS'Ek° 3.16'Eka U09cOn 1/4'EkO lDiacan 114'SS Eko SIIfi'EIm 114'SS Eka tli0 Steel 912 Sleei tl12 Slee) USE THIS FORMULA TO OBTAIN THE'MICHOR Anchor Clip Patlame Minx- 6' Ubm4en Agg,vc. Sa (Gs)Semn(GS) Se (Gs) CAPACITY REQUIRED'CORRESPONDING TO AN ) Edge Oisanaa(N} 1• 2112' 1• 2-12' 31/B' 1' 2.1re 1• 2-lir 2' 3-1/11 N- r 0.48' o.Sr 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE I Enoedmenl 0n) 1-3N- 1.314- 1-314- 1-314• Z 1.1/4' 1.114' 1.114' 1-114' 1-1/4• 1.1/4• r 1wir 1316• lades OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchoa®4,76'Min.O.C.t Standam a Mal sip(Fig.I} 390 Iba 390 ma 4501ba 9901. 1644 ma 2701b3 260 Iba 354 ma 7401bs 374 Ib. 664 ms 946 M. 341 9„ 4420. 5501m CAPACITY(FROM HE TABLE)OF THE SELECTED # 4 Anchae®1.15'Min O.C./Standard(or Mal)Clip(Fi0.2): 480 b. 700 ms WA WA WA WA 3601bs WA WA WA WA WA 662 It. 885 ms 1120 es MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Ancnaa®3'U..O.C.t(2)2115 Ag,.Cfiw t(Fig.3} 780 1b, Too r. Bea In, ISSo Ib. 16961ba 5401b3 560 Iba WA 760 1b, 74811. ego ros 16921m 682 Ma BBB lbs 1120 os CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anchm®0.54'Min.O.C.t U42ip,Into.100'Alum.(Fig.d): WA wA WA WA WA WA WA WA WA WA WA WA WA WA 1267 na ADDITIONAL ANCHOR OPTIONS FROM THE 1 Ancba/FL11p(Fig.5): 195 Rs iB5 Aa 2251ba 445108 672 Wa 1151ba 140 too 1771bs 370Ibs 1871bs 332108 4731ba 170 W 221 ml 280 It, ANCHOR CAPACITY TABLE. 2 Anchm®1.15'Min.O.CJ F-aip(Fg.9): 240 me 309 Da WA WA WA WA 1w Ion WA WA WA WA WA 341 It. 4421. 660 Ua II FIGURE i STANDARD CLIP SHOWN): FIGURE 2, STANDARD CLIP SHOWN): t1250" TABLE NOTES: • • • • • • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3.5 FOR GENERAL INSTALLATION METHODS. /1111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �1 a,(LYNN FIGURE 3: O• •••" •••.�l4p �� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. '��,.•'��GEh4SF •. 'P CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS -Z '•,7'T I • • • BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1811.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL -D.'•U' FIGURE 4: FIGURE 6: FIGURE 6: 2�E )S '•LU, BE PRESSURE•TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE4. %� '. � TE F6083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 ANDCK AND A36.ALL �T F P • • ANCHORS INTO METAL SHALL.046'THICK(18GAUGG). CEXTEND AT LEAST 3 SCREW THREADS BTURAL STEEL TO BEAT LEAST.126- IEYOND HE MATERIAL. ���`I,• LOR10,. • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 125'X 3.94'X.624' A.LYNN'MILLI'R,P.E. MULLION FL P.E.#558705 1.250' y 740 USE THIS SHEET FOR h r CLIPPED MULLIONS p 1.250' --1.250"-- � }-{F--125" , F�-.125" SFA. I '125"S 063-76 ALUM .x 0 2.000' 6063-T6 ALUM. 2.125' LECLIP 3.94' 2.000"X-SECTION U-CLIP ALUM.3.250" 3.250" 6063•ECTION. TION •125• rn .125' X-SECTION L s ---.100" .100" 125' Z .100' -j- CENTER OF ANCHOR HOLE MUST UE WITHIN THE O 624' 624' DASHEDBOUNDARY.SEE TABLES 2BAB FOR THE J Q ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR = LL e --I .820' 1-- --1 .820"1-- --I .820" 1--- HOLE DIAMETER=ANCHOR DIAMETER 1/161. 03 1.25•X 3.25'X.IOD' 1.25'X 3.25'X.624' 1.25"X 3.94'X.624" 5.500'- 375' 5.000• 375' m O cQ c MULLION MULLION MULLION 3.125' CUTHERETO 6005-75 ALUM. 8005-T5 ALUM, 6005-T5 ALUM. MIN, y -CREATE FCLIP,SEE MIN. O U) X-SECTION X-SECTION X-SECTION r DETAIL F,SHEET H z .375' W2, m r______-� I r-______r CENTER OF r-------- -----------1 .375' _ F E .o INSTRUCTIONS: i ANCHOR HOLE I MIN. z I .MUST LIE WITHIN o 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FORTHE I I i I THE DASHED i J to I I t I I BOUNDARY.SEE I I OPENING USING THE ASCE-7 STANDARD. Q U I I I I I F t TABLES 28.48 I I FOR THE F --------j rt W Z.. N.. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE I I I I I F ANCHOR O.C. I Q FENESTRATION PRODUCTS FRAME DEPTH. I I I I DISTANCE. I I W Z-0 o" I I I MAXIMUM I O) O t 3)REFER TO SHEETS 6-8 TO DETERMINE IF THE WIND LOADING IS I I I i I I ANCHOR HOLE o o 'RECTANGULAR'OR'TRIANGULARrrRAPEZCIDAL". I I I DIAMETER= I I if) J ---__-� I L-------j ANCHOR I._-_-___-_---------.--� LO i 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM DIAMETER+1116-. o. C, N ) TABLES 2A THROUGH 4A,ON SHEETS 6 THROUGH 8 RESPECTIVELY, 2X5 ANGLE CLIP US Ill) O s. rb STANDARD CLIP U-CUP 6083-TB ALUM. $ m USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT 6063-76 ALUM. 6063-T6 ALUM. TOPVIEW (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR CENTER OF ANCHOR HOLE MUST UE TOPVIEW TOPVIEW , HORIZONTALLY).THE MULLION CAPACITY(LBS/FP)OBTAINED SHALL WITHIN THE DASHED BOUNDARY.SEE t MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT'l FOR TABLES 2B-4B FOR THE ANCHOR O.C. TABLE C I THE OPENING OBTAINED IN STEP 1). DISTANCE.MAXIMUM ANCHOR HOLE IAMETER=ANCHOR DIAMETER 1/18. DlmenWon Value(In)For Mullion: D + 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN F 2.260 1.25'X 3.25' i THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUEO 0.750 X'100" REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY r -5.500" �( Aluminum THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION •375" I I H 1.500 Tube Mullion 375 CAPACITY. MIN.JJJ"'111 . ' F 1.938 1.25'X3.25' X.624' 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND r------- ------- O 0.500 Aluminum USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE i I i H 11.438 Tube Mullion 1 ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN I I I F 1 2.625 1.25"X3.94' j ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR I I I X.624' S CAPACITY IS MET. i I I I 325' G 1'126 Aluminum 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS i I i H j H 1.600 Tube Musson HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FI')FOR THE i i i i 11 I l l l l l l r r OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT ' i FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH \�� •��ON••....N1Ile THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED - TABLE D P �ICEN-*• FOR THE SAME SUBSTRATE G OFFSET CLIP Mull Dlmenden PGT Pert 0 - .125' 6083-T6 ALUM. (sheet p) Mullion Std.Clip Offset Cllp U•Cllp Angle Clip N0 X8705 = (fl 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFP)FOR THE 63-66TOP%flEW ' FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL .740'--f- -I 1.25'X3.25'X.10('(5) 20760 666112TH 6661124M 6662410M 6665115M --0 t MULLION CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE 1.2b'X326'X.824'(6) 20161 6661129M 6661126M 6662411M 6666116M '70-';� .315 ;' , LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED 1.26'X3.94'X.624'(7) 20162 sfi61117M 6681128M 6fi6241M 666517M �0 . SM11A"E Or �� FENESTRATION PRODUCT ASSEMBLY. i<� •'•F<ORIDP.•''����: 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC isS '"•••• '-NG. APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR A PERMIT. A.1-4i Y ILLER,P.E. FL P.E.#58705 G I