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HomeMy WebLinkAboutProduct Approval-Mullions Florida Building Code Online Page 1 of 2 ' 4 '� � TM{ :,' a' <,g Y' "' �, 'mss s,'....m.. }. `.g"sT.. .'__-.yam• . 4,12` tlf4�4�=,vim, E/ E s' +.44 , t tip. G^etrbt 'la:;• e�"s'�``� ��tv�f t$ � 5 ; 4;« � '���� -lst.� Y *�rt ��'�� .s ' � � a -,, .raiJrsctro�. BCIS Home Log In i User Registration Hot Topics ; Submit Surcharge i Stats&Facts Publications ' FBC Staff i BOS Site Map Links i Search I oris t;; 'USER Puhric Approval • rwg, Product Approval Menu>Product or Application Search>Application List>Application Detail ' • ,,t.; , FL# FL17519-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)4B6-0100 Ext22318 druark@pgfindustries.com Authorized Signature 'Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive • Nokomis,FL 34275 (941)466-0100 Ext 21140 jrosowski@pgfindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE 0 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 Equivalence of Product Standards Certified By '_I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are ih compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes�ONo :•-••N/A FL17519 R3 COC Compliance Statement.pdf Product Approval Method Method 1 Option A i https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqvYdq2pQ%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 190-1076CAR.odf Impact Resistant:Yes FL17519 R3 C CAC 190-1077CAR.ndf Design Pressure: N/A FL17519 R3 C CAC 190-1078CAR-unclipoed.Ddf 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 S4xx-SSxx Mulls.pdf Verified By:A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL17519 R3 AE S4xx-S5xx Mulls Eval.pdf Created by Independent Third Party: No Back OM 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 mall 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 ema8 address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter455,F.S.,please dick here. Product Approval Accepts: M Crack Gatti 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 FOR UNCLIPPED MULLIONS ® 3 .- - 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH ( y�1 �' a • SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST WIDTH,MAX.127.1/4 —OPENING WIDTH,MAX.127-1/4- OPENING WIDTH,MAX.127-N4INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED.MUST BE ANCHORED PROPERLY TO [—OPENINGt-v4'MULLION 1-1/4MULLION C1 1/4'MULLION 1 1/4'MULLION TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. �II�WIDTH I -`r-WIDTH �f WIDTH -1r-WIDTH • II I rl lEWI==_ r-rrT# - 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE - �II; MULLED UNITS. . ,.. 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS l' CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MULLION MULLION MORE THAN U160.THE la STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD LENGTH, / LES, f / ODURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.. MAIL ZqQq 63' 63' J4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE II111 ❑ SCOPE OF THESE INSTRUCTIONS. —_�II- J W co 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO ,_ I�-y==_ -5112- ._====-SI co DETERMINE 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 SHEET 3 FOR MULL [—OPENING WIDTH,MAX.127-1/4----I M e mS PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR TO WINDOW CONNECTION Z (� LP s FENESTRATION PRODUCTS SHALL APPLY. SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS pD 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD . . n J CD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS 51 SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR to 2 o MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MULUON LENGTH, . W 0 60 ADDITIONAL WINDOW ANCHOR 7)MULLIONS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA MAX•63' BUILDING CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT THROUGH THE FRAME FOR N'- -T to Q. O APPLICATIONS ARE LIMITED TO WINDZONES 1,2&3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO EQUA4LE SEE SHEOX P.FLANGE FRAMES. I I 11 0 J to c0 BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. SHE CHANNEL FET 3 FOR RAMES FIN 3�,11 i ID O o 0 8)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN 1—r-ri;, 11 1•114- .` m 0 AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS y I, MULLION to " APPROVAL ID" `11Ec 1 WIDTH 1-,': �p ( 9)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER -d- -4- HEEIIAGHHT, TO FLORIDA PRODUCT APPROVAL#261, II / II I 127114" MULLION LENGTH, 01 1 ' 111 1.1/4" r- MAX s3' -II -re,- I-MULLION • ' HEIGHT, _ _______.,- 1 WIDTH MAX. c 1.250" 127-1/4' I TABLE 1 / k/./ j Mullion Capacity Table(IbeN / t2) 1 tw• / t tr4• 7 1.26 x 8.2a■ Opening Width or Heigh'up to 127-1/4" MULLION rMULUON -� .100 Alum. All Loading Types ` WIDTH _ ' - WIDTH / Tuba Mullion _J1111j1__ 1 ma.Capetlty Arlctxxepe Requtmment OPENING • 3.2Ii0" i HEIGHT, I i Ingle)41x1dltlalei xtndoxr OPENING .100' c 1banchors through the Wndow MAX. HEIGHT. e- - $ .70.0 && fames Et 10'max.on each elde 127-1/4- M • o E Ja -70.0lbelet o1 the manor/frameassembly 127.14' `TJ l l l l l//1/I/ 4 i/ .100' o. J tuba bentedtne.Seo Igaras on �� ,. \ ' LYNN 0/ �i' i e i this sheen. ; GENERAL NOTES,CLIPPED 5400/5500 MULLIONS: USE THIS SHEET FOR �®I^ A CLIPPED MULLIONS - ea 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE a EVALUATED FENESTRATIBY AN EXPERIENCED INSTALLON PRODUCT INSTALLATION.ER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR UNIQUEICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS X WOOD UCCKS IF BEULD r -"OPENING WIDTH (- OPENING WIDTH----- OPENING WIDTH �� [S o USED,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 1 v4•MULLION 1 1/4'MULLION L1 114'MULLION f-1/4-MULLION \ ,��c-i 7�WIOTH I 'II-WIDTH WIDTH4 l�WIDTH .\ p a8 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS ` •+ ---- ♦ 1Ili 6 i A IC 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 114'FROM THE CLIP. (— rn 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED 14 rc DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED MULLION ,y/ MULLION �/ //,/ �// Si (n Tn IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. LENGTH �` ? LENGTH / r/�/ / / Z 0 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE -1Q INSTRUCTIONS. /'t—� = o 0 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES / 110 AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET.FOR MULTIPLE UNITS,CONSIDER ONLY TWO / / 4 --'-' II �� ---- �µ ED z a ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE SEE SHEETS FOR MULL 1---OPENING WIDTH---Io OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. TO WINDOW CONNECTION g J - 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). SINGLE VERTICAL MULLION MULTIPLE.VERTICAL MULLIONS Z Ii,', S 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUSTg Q I D g BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT NOTES FOR CLIPPED MULLIONS: MULLION LENGTH J d LLT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT < d co ' REACTIONS. 1)FOR MAXIMUM SIZES,SEE TABLES -T' C/) D D 2A-4A. W U.. c1• � '1,11 D ..o m 8)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING �r L M S o" CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT APPLICATIONS ARE LIMITED TO WINDZONES 2)SEE SHEET 9 FOR INSTRUCTIONS 1,2&3 AS DEFINED BY ASTM E1998.MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS ON USING TABLES 2A-4A. MULLION cLIP _ / 1-1/4' o X S HAVING CURRENT APPROVALS. MULLION o ,n 3)CLIPPED MULLIONS MAY BE USED r - j WIDTH 2 N o O 9)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING FOR ALL WINDOW TYPES.FOR CLIP F= (• I `o.. o ANCHORAGE,USE THE SAME 74:.: I OPENING O 'GmO.. WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL. 1 I I HEIGHT €�m' a ANCHOR AS WINDOW ANCHOR. 10)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER TO FLORIDA • I I I I 4 o . ,E-)a PRODUCT APPROVAL#261. MULLION LENGTM� 1 MULL MULLION OPENING , ,,_WIDTH SHAPES TO BE - N / HEIGHT t f OPENING WIDTH FOR INSCRIBED INSIDE —"--HORIZONTAL MULLION LENGTH I r—VERTICAL MULUON—�'-RECTANGULAR SHAPE 1 1.114' /f I.v+ /� !� /� \\\t /� MULLION MULLION % // //( \ /1 • 1WIDTH _. / IWIOTH r ♦+ v \ I l \ 11, VERTICAL - OPENING OPENING MULLION HEIGHT OPENING OPENING I HEIGHT HEIGHT FOR LENGTH HEIGHT FOR I HORIZONTAL HORIZONTAL MULLIONS (//�,/ MULLION VERTICAL - I I 1 if ' / �/ �� LULU LENGTH S/ / t111111111 / ,to�j1 LTIVN Al/� /rri/ P • ii — -. :. is PID.587as II 1-1/4-MULLION 1-1/4'MULLION 1.114'MULLION I HORIZONTAL dr-WIDTH �'-WIDTH WIDTH SINGLE HORIZONTAL- MULTIPLE HORIZONTAL •:-fl'•.�' 23 15 r= I— MULLION -I OPENING LENGTH I HORIZONTAL - WIDTH FOR__ MULLION MULLIONS '� sTATEO' ��. F MULLION --VERTICAL '. •�r(\ p N•,•' \� LENGTH __ OPENING WIDTH MULLION .. �(1 •,•LORI'.• (+�\.. '-------- _ FOR VERTICAL MULLION / r�6"�ONA�'(;N•` 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 ( V d.a • 'SHALLOW FLUSH SHALLOW FLUSH�—MULL FACE CAP W8 o m MULL FACE CAP L Soarg rea . #20177O - 0 FLANGE FRAME SHOWN, EQUAL-LEG/BOX FRAME �- MAY ASANEOBEINSTALLED �r �� SHOWN,MAY ALSO BE 1 hi) \ CD AS AN EOUAL-NEG/BDX f INSTALLED AS A FLANGE I 11 f ) FRAME(SEE FIG.2) ■ FRAME(SEE FIG.1) !■ ■ g,m 6. RI> <1,1101 y g/n,) 41(x; Co I• ' - _ oN 1!__=,_ a 13.fi0 �, �: COhLL 0 0 EN illmi ` o� �o m DEEP FLUSH q I 2' 3 1 EXTERIOR I EXTERIOR Z Z MULL FACE CAP-� ^ 2 O B U i 520178 Jv6 G Q J r 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 2 a CI " Ia LU DW. 8 .8 MAY ALSO BE INSTALLED r -. Tn CL MULLFACECAO -TOWARDSEXTERIOR. FIG.4:MULLION END CAP EXAMPLE LO U LO N MULL CAP I / E Z 0 g 520175 O INSTALL I ADDITIONAL NAIUSCREW �p 4 mU) _ MULLION ENO CAP TO SPAN BOTH _THROUGH THE NAIL FIN ON EACH SIDE V''S O y EQUAL-LEO/BOX FRAME WINDOWS.ADHERE WITH SILICONE. OF THE MULLION/FRAME ASSEMBLY Q'm SHOWN,MAD ALSO BE �� /� \ / TUBE CENTERLINE. o N INSTALLED AS A FIANGE (---til.li ' / FRAME(SEE FIG.1) _ 1 NOTES FOR MULLION END CAR DD Q . _— '•rill!! 1)APPLIES TO FIN S. i ' t J-CHANNEL FRAMES. M""1 ----11 jit �jil'�'I J)REQUIRED AT HEADER AND '1 _! Al* JAMBS. _ 3)PICTURE WINDOW WITH Q� O I O EXTERIOR EXTERIOR / VERTICAL MULLION SHOWN, SIDE VIEW ALL WINDOW TYPES AND MULLION ORIENTATIONS DEEP FLUSH - APPLICABLE. MULL FACE CAP \_MAY ALSO BE INSTALLED 520178 TOWARDS INTERIOR. SEE CROSS-SECTION MULLION MAY REQUIRE EXAMPLES,FIGS.1-3,FOR- ��IIIIIII�; ' FIG.3:1.25"X 3.94"X.624"MULLION&FACE CAPS r IN-RELDTRIMMING' WINDOW TO FRAME ATTACHMENT. / ^ • '‘'./<,YIIIN A. 7��i 1.840• `:•C�\�N��OEN.S J/(!`ti �'..• NOTES FOR MULLION TO WINDOW ATTACHMENT: '-.'VERTICAL MULL TO ) �:. No.58705 1)RECOMMENDED ANCHOR LENGTH=MIN.3/4' I STRUCTURE - • ' I FRONT VIEW • ' a_ 2)USE ANCHOR TYPE AND SPACING AS PER THE WINDOW'SAPPROVAL. —I 759• --� • y ►S /;u MULLION END CAP • SI,TE OF ;.:1;../...::- 3) J. 3)PICTURE WINDOW WITH VERTICAL MULLION SHOWN,ALL WINDOW TYPES AND RIGID PVC OA' '•-FIUR\O�`.••`�G�� MULLION ORIENTATIONS APPLICABLE. ax SIDEw ,;,9.• ..- �` rr /OVA\- ..•.' 4)IF APPLICABLE,NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW /'!.'L'YNN+MILLER,P.E. FRAME MEMBER BEING MULLED. FL P.E.#58705 1 • • USE THIS SHEET FOR CLIPPED MULLIONS W ; DETAIL A: DETAIL B: ,-MULLION L '. MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR _ OR WOOD FRAMING WOOD BUCK AND MASONRY AHD PER SUBSTRATE, .31,1.'1 (OFFSET CLIP SHOWN) ( SHOWN) ATTACHMENT �SEESEETABLES2B-4B _ u STANDARD CLIP BY OTHERS, 1- SEE NOT E1, � I��� O I SHEET I. 0 / ^ CO �!7.� I / I\\� MIN 2.7 KS, '• EDGE Z 1' /d I I\ CONCRETE OR CMU EITHER THE _ .,// \ I\ IP I \ I DISTANCE, Q STANDARD OR /�° ��\�.. I` • ° I�' ISEE SEE TABLES J Q OFFSET MULL / 4 \� �� �\ EDGE / .._,c,,. ..,_/.,,,, \�\ I'. i.„,,� EDGE DISTANCE 2BAB J a mCLIP MAV BE ` \�\� \ DISTANCE 4 \ \ -FOR MASONRY = IL o\ \ �� \� \ / FOR WOOD \ I. \• ANCHORS �L a O INSTALLED BY d ° .�\\ \\ 'l / \4� \.\, I4 >! O THIS METHOD. e \„ -I, • r �\ SCREWS ° d \\\4 T.\ \1--... SIDE VIEW W m � tea\\ \\\\� N',.....'<::\Y „ \ � �\ d^`\\N.,. I \\ � \ O /' u\ '4 \ d `•\\ \\ ' �\� ' \ ° e'\ ERHEft TME I� I- `� ° 4,..44,,i--'''--,,, e \\\ \\ 4 "\ ^ r....-2,-- _ \ \ ` 4 \\ STANDARD O = _= m• \� OFFSET MULL p \1 d 4 \ \*----„-,-..,,,.....0$.--. i / . / \ ,\\ \..M� 64 % CLIP MAYBE Z r_. .4y d •\ \ / EXTERIOR 4 4 ,�\./" ^ / INSTALLED BY f-I 2 / \ \ / / / ! THIS METHOD. CO u a d d EDGE --- ^� \� i—J i J Z .— � 4 e 4 DISTANCE n� 4 \\ FOR �J Q Z �\° ° /.---LY 4 \ e % MASONRY \ ° \\ 4/11—/ / w O \,� / THE OFFSET CLIP IS ANCHORS \ \.�� ° W I..... <� /� RECOMMENDED FOR ��/ W J a C d EXTERIOR -� 4 �rNNELw NooRws. ��° • co Q o /"-- BUT MAY ALSO BE \ ° O )- O Y USED FOR OTHER (n U) CO FRAMETYPES. U) Z p ` TYP.ANCHOR 0" V g 1 _ PER SUBSTRATE. N Q y; 1 SEE TABLES 2B-4B a'm TVP.ANCHOR ,' TER SUBSTRATE. SEE SUBSTRATE, .— '- I i i BUCHSTRIP P APER SUBSTRATE. SEE TABLES 2B-4B _ 4/,/ AND SEE TABLES 2O.IB IIII _EDGEIEND ATTACHMENT _ I DISTANCE I .i BY OTHERS. �l�, j L�: • Y/t j SEE TABLES EMBEiMENT' ` I. .• SEE NOTE I, EMBEDMENT ./t�`. C : .----....1 BUCKSTRIP .../.....:1,-----.!.---,.... •!J./ 2B AB i SHEET I. AND ----"...----2./ : '1/ .. I_ _.-�/. ///. �� ATTACHMENT / �1-/ .�___ BY OTHERS, MIN 27 KSI CONCRETE OR CMU • SEE NOTE �' E • '-MULLION FRONT VIEW SHEET I SIDE VIEW SEE SHEET9 FOR HOLE LOCATIONS MAY ALSO BE INSTALLED I t FRONT VIEW DIRECTLY TO MASONRY: TYP.ANCHOR -PER SUBSTRATE, SEE TABLES 2B-4B INSTALLATION NOTES: L.250'MM FOR ' EMBEDMENT e ALL MULLIONSl 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. '�— `(NN1 1 I I I I I I I J wo .. ..�� MIN 2.7 KSI CONCRETE OR CMU � I ��/� \,- 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW •.` `2,.•• IAN.. ..••.. ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE -,,,>•• 0 -'r< ' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-C,EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. _4-c140.gg'i 05 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL B,THIS SHEET. = • S,ATG OT '• ▪ 5,5 4C•S IOPiA\ A.LYNN MILLER,P.E. FL P.E.#58705 • USE THIS SHEET FORPAi �iDETAIL C: DETAIL D; flDETAIL E: CLIPPED MULLIONS Y FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP MULLION TO MULLION (F-CLIP) (ANGLE CLIP) �,,,,,� INTERSECTION a'=o /_,�\ • (U-CLIP) NOTES FOR INSTALLATION OPTION E: cil w \\ SEE DETAILS AB B. ' \ - if. 1 ///'''SHEET 4 FOR INSTALLATION ' VARIES \ 1)MULUONS MAY BE INSTALLED IN // ---.7,-- �c.\\0 SPECIFIC SUBSTRATES. il 'TEE'OR"CROSS"CONFIGURATIONS. m 7 / MuLuON 5 ic,,,,,..... \\\ ! 2)U•CLIP MAYBE INSTALLED /IllI �•. j HORIZONTALLY(SHOWN)OR 1 — \ - VERTICALLY. y � TOP VIEW / MULLION 7• Q I \ % �-� VARIES-i -i D LL U �. #I2 STEEL SCREWS. M m 0 • SELF•CRILLING OR PREDRILL 0 . CD DI 7/ I ••••=.14,..._.41,400' MULLION AND USE SMS ? Z CO EXTERIOR / 1 I , MULLION I ` Z Lt i 1 g I j STANDAR MULLION CLIP I —SEE SUBSTRATE, LINTERSECTION I -•••••'..., ,-MODIFIED FIT FIELD I SEE TABLES 221-4B LO UCLIP J z CONDITIONS. I 7/� �\ �. EXTERIOR Wo i . —MULLION OUIV) gr.:: s I 0 '..7. Imo, [I_ 7<" I `I� rxsx.us FRONT VIEW CO I ANGLE CLIP, LO Z O ill (s 1 Pill?"I 11:1'44'4'ry,,tet,el 111 I S. .10001111 I''' �� I -2 PER MULLION END, �\ I MU5T BE INSTALLED p th NN. \ I 1 ASIDE OF MULL 1T7 m O ..\ \ DETAIL F: TYP.ANCHOR \\ b MULLION ATTACHED TO PER SUBSTRATE, \( - —( STEEL STUD �-` SEETABlES2B�B ��\,\ / '• (STANDARD CLIP SHOWN) 1 EXTERIOR \\ice 1� – STRUCTURE I INTO WOOD,STEEL, STANDARD CLIP TO BE --- ALUM,CMU OR MASONRY MODIFIED IN-FIELD. _ TYP.ANCHOR _ \�� - Øi // 5EETA5LES20.4E EXTERIOR . ____ M1 ® ® / , .INTO WOOD.STEEL, .. 5 ® O \" / ALUM. ORMASONRY 1 • / • .MULLION EDGE /V �%/ ANCHOR \`111111111/ DISTAANCE— • 4 —Er). -—l$ F `.�t\CFf(`N F," f' 4 PERANLHOR I FOR DTEEL STUDS THINNERTHAN � 'C\ V' i ' /���������������/ FRONT VIEW III I, \ 16 GA AND COMPLU\NT WITH THE FL BUILDING ' • �c C `CODE,A2XWOOD BACKER MUST USED. ; *.. NO 58705 = ATTACHMENT BY OTHERS. • EXTERIOR USE WOOD ANCHOR SPECS ! NOTES FOR INSTALLATION OPTION D: %"O K 2 ,5 lLaj NOTES FOR INSTALLATION OPTION F: • -,-.....13 ••'. S ;TE O' '•�.': 1)USE 2 ANGLE CLIPS PER MULLION END.CUPS MUST BE : ^)-,....'• FI pp10P',•'G� INSERTED INSIDE OF MULLION. 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 1.9c•••••,..••...• ANCHOR VALUES MAYBE USED. , ; ONA\..,` I A.LYNN MILLER,P.E. FL P.E.#58705 • TABLE 2A USE THIS SHEET FOR �9 I� A R Mullion Capacity Tehlo(Ihaeea) CLIPPED MULLIONS Opening Width(torveriically-spaming mulli0re)or Opening Height(for iloAmnt611yspeming mttlions) f" r,H '450In 60In 70in BOIn 901llw in 1201n 145 in 1Wm $-y( 9.125R3.25>RecN4Ouiar TmplTriarg. Reclangehe Troy/Tr/arc. Rmlangula Tm6Rdang. Raetongula llaprhiag, Rectangular TmpOrisng. Rectagular Trap/Tdang. R4elaguia Traparlan9. Rectangular TnpIT,io g. Roc/an/Ja ToprTdang. USE RECTANGULAR of Ir Loafing 10709 lowing Loafing Lo ang Loading Lcodng Loading loading Loading Mooing Loading Loading Loadlg loading Loading Twang loadm0 LOADING FOR ALL TEE OR • Y w ec.100 g yp 4y, �gy 1313 yq� 413 gq. 413 py z spy CROSS CONFIGURATIONS, Mullion e ` q 3` ra iJ J'g$ it i5�$ i3 J �y a� �g y g�$' iY �' i! �- i�y5 "U CONTAINING AAND ALL MBLIES 01 � 13: o"' z� 7 E� i � °� � a� � � � � 3 a� � a� a� 8 a� Q $ $� WINDOW.OUBLE HUNG 04 0 (I) 421n 70.0 255 70.0 17D 70.0 306 70.0 187 70.0 357 70.0 208 70.0 405 70.0 214 72.0 459 70.0 214 70.0 510 70.0 214 700 513 70.0 214 70.0 715 70.0 214 70.0 817 70.0 274 USE TRAPEZOIDAL Z 48 In 70.0 292 70.0 216 70.0 350 70.0 241 70.0 403 70.0 259 70.0 467 70.0 272 70.0 525 70.0 270 70.0 583 70.0 280 70.0 700 70.0 260 70.0 817 70.0 280 70.0 933 70.0 293 /TRIANGULAR LOADING Q FOR ALL OTHERS. J 0_6 50.625 In 70.0 308 70.0 232 70.0 369 70.0 260 70.0 431 70.0 282 70.0 492 70.0 200 70.0 554 70.0 308 70.0 815 70.0 311 70.0 738 70.0 311 70.0 861 70.0 311 65.13 927 70.0 311 7 u_ 541n 70.D 328 70.0 262 70.0 351 70.0 234 70.0 469 70.0 371 70.0 526 70.0 331 70.0 591 70.0 345 70.0 656 700 352 70.0 788 70.0 354 0132 969 70.0 354 57.9 869 70.0 354 BO In 70.0 365 70.0 289 70.0 438 70.0 320 70.0 010 70.0 302 70.0 503 70.0 309 70.0 056 70.0 410 70.0 728 70.0 425 59.7 740 70.0 430 51.2 746 70.0 430 44.9 746 70.0 438 00.4 0 1 631n 70.0 363 70.0 307 70.0 459 70.0 330 70.0 538 70.0 387 70.0 613 70.0 018 69.7 677 70.0 443 51.9 877 70.0 002 51.0 077 70.0 481 44.2 077 70.0 982 36.7 077 70.0 402 7 W I- 6B In 70.0 401 10.0 325 70.0 481 70.0 372 70.0 581 70.0 913 07.3 817 70.0 447 69.9 817 70.0 476 53.8 617 00.7 489 44.8 617 64.4 463 38.4 611 '63.7 482 33.8 817 62.7 Ola CO m 1 J 721n 70.0 438 70.0 382 69.1 516 70.0 416 59.2 518 65.2 432 51.8 518 58.8 425 46.1 578 54.2 419 41.4 518 50.7 414 34.5 518 48.6 408 29.8 518 45.0 405 25.9 510 45.0 405 Z J n 3y 76In 70.0 462 70.0 386 58.7 .465 62.8 358 w.3 465 54.9 390 44.1 485 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 29.4 465 38.3 367 25.2 465 38.5 384 22.0 485 36.2 361 2 D e u I cc I a 781n 653 441 60.0 367 54.3 441 57.7 379 48.8 441 50.8 372 40.0 441 45.4 366 36.2 441 41.0 3w 32.6 441 38.7 356 27.2 441 34.9 340 23.3 441 33.1 346 50.4 441 32.7 345 J 0 ,„ 90 in 42.4 332 43.8 295 36.4 332 37.0 289 30.3 332 32.3 284 28.6 332 268 203 23.6 332 261 276 21.2 332 24.1 272 17.7 332 21.3 268 15.2 332 18,6 262 13.3 332 10,7 260 Q o _ M I CO 90 In 35.0 291 35.9 260 29.1 291 30.3 250 25.0 297 20.4 252 21.6 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 241 14.0 291 17.1 238 12.5 281 19.0 232 W X 106 in 24.6 230 25.1 200 20.5 230 21.1 209 17.5 230 16.3 201 19.4 230 16.2 193 :§D 111 m 22.6 219 23.1 107 18.9 210 19.4 194 10.2 216 16.0 191 14.7 218 14.9 106 - - - W N O o 1201n 17.9 107 10.2 170 14.9 157 16.3 107 0 m cD X 0 07 SEE CAR 190-1075 FOR CERTIFICATION. in N 0 3 o..� o O o wOs 1 TABLE 2B __-___ ANCHOR CAPACITY ADJUSTMENT FORMULA: :4�0 Li fY ea t . Anchor Capacity Table(Lha) ANCHOR CAP.,„,,„„,„) f= o j A-7 i SWOimk: 2 .7k Conciel0 3,05 Cane. Hollow CMU Filled CMU PT Woad Metal (DP„")X( =ANCHOR CAP.,,, Anchor T Y18'Elm U3mcon 1/q•Elm Ulbocm 5/18-Elm 3/16'Elm Harmon 1/4'Elm UM1escm 1(07 SS Elco 076 ElmI/1'S5 EI9e 910 Slott 012 51041 612 Slee) MULLION CAP.„,,„„„,Anchor Clip Panama Typo/ Olmcon Aggr0Oelor Utmeon AggaGelar Scro«(05)screw(GS) SCmw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR II Edge Ohlance 6n): 1" 2-1/7 1• 2.1/2" 3.115' 1" 2.1/2' 7' 2-1/2" 7 3-7/8' 2' 0.47 054' 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN j Embalmenl(m): 1-3/6 1-3/07 1-3'l" 1-3/4" r 1-1/4' 1-1/4' 1.1/4• 1-1/4' 1-114• 1-1/4' 2' 1-3/6' 1-3/0• ACTUAL PRESSURE REQUIREMENT FOR THE 2A31911393a4.75'1,19n.0.C.I Staldad 0,04807 Gip(Fg.II: deo lbs 390 b0 450 roe 090 b8 1644 039 270 les 280 Ibis` 354 lbs '7401be 374 lbs 664 les 948 Ito 341 roe 4216s 580 Ms OPENING,WHEN IT IS LOWER THAN THE MULL)ON I 4 Anchors 69 1.15'MM.O.C./Standard(or Offset)Glp(FI9.25 4130 les 700 108 61/A N/A NM WA 360 On WA NIA WA WA WA a62 lbs 885150 1120139 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors 40 3'Mm.O.C.I(2)256 Anglo Gips/(Fg.35 760 lbe 780/be 660 lee 1500les 1896 I6. 540 5e 693 me WA 760 be 7413 leo 880 les 159216s 6021 be 685160 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchises 440 0.54'NM.0.C./UC5p,Into.100'Alum.(Fig.45 WA WA WA WA N/A NIA WA WA NIA WA WA WA. WA WA 9508u CAPACITY WHICH MAY BE USED TO QUALIFY • 1 5107,00 FCIIp(Fig.6): 195 160 195 Ion 225 be 445 ma 622 ba 135 8n 140 Mn 17713. 370 IS, 167 Ito 332 lea 473Ike 170 les 221 lea 280 les ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors(5 1.15'MM.O.C/F.CII7(9I6.0): 240 Les 350 les N/A N/A . .N/A 141A 193 ba WA N/A N/A N/A NIA 341 Lbs 442/be 560169 ANCHOR CAPACITY TABLE. • I FIGURE 1,(STANDARD CLIP SHOWN): FIGURE 2,(STANDARD CLIP SHOWN): 1.250' 1 TABLE NOTES: . • • • • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3-5 FOR GENERALj` j • INSTALLATION METHODS. gi15,t i l i l+// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. F. `'G,(L114NV 4% '�,�/ FIGURE 3: 3.250. :'��`-''o�,ENS(•-•''-Fr' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE !_171 .r:•' SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS K • • • • CLIP MUST ^'h' 140.58705 BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ANDGROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL .100" 15 FIGURE 4: FIGURE5: FIGUREO: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE .i l f' S LATE OF � 1• • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A30.ALL .o.,.......:‘,5,n F\?.`. i • • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25"X 3.25"X.100' '7, '/OIU AL,..•. #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 5.5. MULLION • A.LYNNIMILLER,P.E. FL P.E.#58705 j . I • • USE THIS SHEET FOR 198x3.25 -r _Oparen MuManCa.achy Table pbse) • CLIPPED MULLIONS �I 410,, �t �Wldthf4rveNoaily-sparnlngmWforts)oTOpenlnpHeight{(Ottptlmntell spanning marls) _ lip $ o MU7! Ur7g SOh 90N 1WN 730N 140 in 760N !04 IMIVESIEM Lb7�rtarg. Rac74r,.. 1M8,01anB. Rentaraula, 11907dang Rerle 01.4.4 rwN91,103 Recinngula 7v9rt4ang.. R4GagWa ,Tr4v77darg. 1lsurgJw naBndana• ,� USE RECTANGULAR Li. a 89 ,04,9 L091 ng ,Loafing 1.mmng Waling LoddI g Loading 109000 Laming Leedlag Ltemn9 WedNg LOADING FOR All TEE OR .- f u 41k.ftItlir4:1311/11111111111111111011111 t ` i M1 i la 2 A*' ax^ _ CROSS GONFIGURATtON3, eLAND ALL ASSEMBLIES�8 �8 , • CONTAININGA qpyp 'B2 •yp #p� ,� 'SlNGLE1DOUBLE HUNGit li 2 I 'i /1 li I �211 li 1i11 21 li WINDOW.a �� �� ��� F�m�, ® 10.0 459 70.0 214 70.0. 670 100 214 70.0 613 704 214 70.0 716 70.0 214 70.0 677 70.0 2M USE TRAPEZOIDAL _ �® ��© ®� �® 70.0 525 70,0 279 700 583 70.0 280 70,0 -700 70.0 290 70.0 817 70,0 260 70.0 933 70.0 200 /TRIANGULAR LOADING Q Q I lw.r •7..n �, ®�lR,i71C3®1,�!� FOR ALL OTHERS. :�` 70.0 � ,�" ® �ia0 70.0 554 l0A 308 10.0 815 70.0 311 7p.0 738 70.0 917 70.0 get 70.0 371 700 984 70.0 311 � �o__ ���� 750 �y.�.�. ®�� '�' 70.0 581 700 346 70.0 866 70,0 352 70.0 768 70,0 364 70.0 610 70,0 364 70.0 1060 70.0 354 LL.t M � 0 �� �'�'�1.�'9�1� 0 70.0 656 100 410 70.0 129 700 423 70.0 073 70.0 438 70.0 1021 70.0 438 70.0 1101•70.0 436 P (D ��/tLinia���m��)�i/m�v 7�® 700 '862 70.0 478 70.0 802 700 402 70.0 963 740 625 70.0 1172 70.0 928 70.0 1245 70.0 539 I-' W 700 122 70.0 478 70.0 802 70.0 498 T0.0 963 70.0 625 70.0 1123 T0.0` S29 88.1 1248 70,0 526 D .J a i '�'�}M}f�f ,,'� 70.0 508 70.0 785 70.0 541 700 875 700 571 89,9 1049 70,0 913 599 1049 70.0 830 54,4 1049 700 630 Z 5V£ I .�, � �.�„� - rd �E 70.9ICal _ g 'r�fl �,��a��.7.�. ® i00 911 70.0 385 70.0 024' 70.0 420 59.5 891 70,0 671 51.0 aft 70.0 699 44.6 g41 t0.0 702 .n �p 1.7 S �4�� 87.4 "'•��� .+�. ® /7�0da.0�1�m 702 853 70,0 697 89.0 $54 70.0 Edd 554 664 70.0 700 47.1 054 67.0 701 41.3 604 697, 899 ¢ N �E�� 400 mi i Piz I� 47.7 6)t b2,5 658 43.0 W t 48.8 651 35 8 871 43.7 539 30 T 871 39.1 631 28.8 8)T 37.9 628 rii(® 42.e • W X'. b ""+ 0.6 ® ®M 47.6 502 39,3 590 43.0 45/ •35.4 590 38,8 988 29.6 390 31.7 477 264 530 31.8 989 g b • 4.4t41 �AR 1.90-TD®®©tF �yy �ft enn��®© 328 462 -- OLu t N D 5 11 11 ���$ I tt�N. am_== 30,2 0� . x tp N o I a ������� to �`4' ` �"`a7h7s o I �7to7m7gPICHOR GUSTMNTMULin �a f � O��a,N4•.p'S paw o-0$,07 a 9anl.�ill . H.tow WU P61e0Ck1U • PT Wood .Sictet .(OP,,)X/ANCHOR CAP.,,,,,,,,,a/� i , ( / ANCHOR CAP.,,, _ . ' '1747,. C i 20374 c, tFia ®� Ul4 taw MULLION CAP.,,,";,,,,,,, 'o.9,,anon T); ""-� Uhramn tt4• bUN0co0 1!1'33 E1c05ti6•Ekb UC 33 Elm 910 Sten 012 Steel #12 51446 ST 7^�tapn two a: 3 ��� � t ppg aDaaor Moos A�eGeta Screwith)Sam(GS) Svewtc5) USE THIS FORMULA TO OBTAIN THE"ANCHOR c ! : 7,b�a >b90 o . LIONC CORRESPONDINGTOAN/O1/kc Q � �.ttsrL--�: ,�(:;�.' ® t'v4' t•v4•_ t 2• t•3a• tarn rvt11 MMUMIECral tE' i40tes -3908 -94slln- 34tias a+2ty, 5601_ "' � 712.,IIIE:C311,...„....""' _ wAwAwAwAra2ms9a5rosttzomeCAPACITY(FROM THETABLEj DFTHE SELECTEDtpSyOWN- -- � NrA 76rotta 749roa 999710 .160209 682109 asstbs 172015, MUUION.ITWILLYIELDAMINIMUMANCHORatd�..,_ NTA wA wA wA - wA ss0 9s CAPACITYWN1CH MAY BE USEDTO QUALIFY I �IQU '' '� d�asazotbeteTtan 33910, 413761 170168 221@e: 28099 ADDITIONAL ANCHOR OPTIONS FROM THE2 STANDAR NTA N'A NJA N'A wA 341109 44)09 560tHANCHOR CAPACITY TABLE.�CetASHOWN ; - ` TABUS, 1.258" . "�` - 1 STA SHEET 9 POR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 35 FOR GENERAL "a.'• _ INSTALLATION A j ,,,,,10111///i. a1ETHODS. 2)LINEAR INTERPO f �:` LYNN.I9/r'r",i� '� _ANGLE CATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - ,',�Ow,(``:^• .;. i� Fl _.__ eE• 7P USEp T SHEET g'O�i Lo EQ MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3250' `;" • Cy, Qt R!~S7 IN PAIRS, SHOWN ON$F{�TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS i - =�r4 I,O,56705 Y ii7alii • 8FIGRES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i j Jj ,X,!{"'^"^";4}SUBSTI Es:CONCRETE SHALL CONFORM TO AC130t SPECIFICATIONS HOLLOW AND v` �S<3ROUT_-FI( �����/'� 'C) '• • ���EPRESS LED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL �//////�-624" •'�••. gT,TE OF ��6083-T5 gryp E`TR�TED-YELLOW SOUTHERN PINE WITH AN SG OF 0• .55.ALUMINUM SHALL BE �i��//% __�(, 0,�.'' F)CPt9p..���ry�.`• .045"TRIC gEAMINIMUMOF.100"THICKSTEELSTUDS TO BEAMINIMUM GRADE 33 AND . • `- •'"'4++,,, ANCHORS IN7H GAUGE)'STRUCTURAL STEEL TO BEAT LEAST.125"TMCK AND 436.ALL - J r /(}h)FA„t y "'- #70&N72 gNrCO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS NE 11 MATERIAL. 7.25'X 3.25"X.024" • „ HORS INTO WOOD MAY STEEL.,18-8 S.S.OR 410 S.S. MULLION A.LYPIN MILLER,P.E. j ' FL P.E.#58705 i 111111.111111111111111_ III.IIIII. 111711111111117 USE THIS SHEET FOR CLIPPED MULLIONS 0 1E�3 1 Table Ma in' for roAID111a9y-9Pa" r11I 0 ) Mullion Cia•av p ening Melohr( C' ennln9 m/pllvlls)or P too m 129 m too In Isom USE RECTANGULAR• �y a ' • with i 17e1ticeli ae�i,n9�ler Tr01✓Tnan9• Reelugwar T1edTHanp. Reetnegulat "Rednlarg. Rectangular Tradraery. LOADING FOR ALL TEE OR d v Ownln9 m TnFJ7n41g• 1634019 toemlg Luanne L4.mnB Loading WW1 Imtllrg Loewe CROSS CONFIGURATIONS, pp a3E 1 ectanaew,• R�• �B LOetlir9 Z• �• .�' & AND ALL ASSEMBLIES OY # _ . g _ CONTAINING A • ere' A tma•ne ^ f i f 1 81 I 8 i t 1 Ig I 181 SIN CONTAINING HUNG _ T" _ ::7!! ' if t1 t7 nc3ant9`fara tmnm9 '!d� � y� p 4 � fi,€ 6 '� y� 5 • fi b. WINDOW. m g,. F`ocpin0 _ VAL c� 6 5-g2 yp a $ 5 g yp �jtc..�da.a , co ,S4:414 - ' f o2 '� 2 8 2 i`d 2 t7 USE TRAPEZOIDAL �i e . ®Ea=®i 70.0 214 70.0 Bn 70.0 2u 70.0 715 70.0 214 Tao 817 70,0 214 /TRIANGULAR LOADING Z _ Sy�� m,D leo Ton 700 70.0 alae 70.0 e17 70.0 290 70.0 uv 70.0 250rtmEZ1 FOR ALL OTHERS.' 0 r �$ J �'..�•� ®��®�®®��• 70.0 311 70.0 733. 70.0 311 70.0 891 70.0 311 70.0 Bel 70.0 711 (paw 110100.. �' 'ti �•®��®®�®®�� gEoc®® 70,0 352 70.0 788 70.0 359'1 70.0 979 70.0 954 70.0 1050 700 954 p_ 6' �m 70.0 62 ICE/ ©�IiYi��� �.0 423 T0.0 ars089 70.0 439 70.0 1021 70.0 139 70.0 1107 70.0 478 m u) Qe®� 4Zi �� 700 �®��® ®m.7D,0 1@' 70.0 089 70.0 481 70.0 1072 7oA 482 70.0 1225 70.0 402 F W �®®` 450 rairia®` ��� ®���� 70.0 /BB 70.0 W3 70.0 576 70.0 1123 70.0 679 70.0 1783 70.0 639 ®�m��®�'ej®i ® ,�, ��� 70,0 571 70.0 1050 70.0 913 10.0 1225 70.0 830 100 1100 70.0 ®0 �� ����� ©®�® 7tl.0 '�' 70.0 827 70.0 1108 70.0 671 70.0 1197 70.0 608 70.0 N7B 70.0 702 M I 2 ®� �® 70.0 GOT 70.0 m 70.0 814 70.0 7109 70.0 700 70.0 7927 70,0 732 00.2 N77 70.0 738 a ������0��® U 759 EASES 70.0 m .700 70.2 790 39.2 1110 T0.0 875 80.7 1110 87.8 879 94.4 1110 BLi OTO Q C 143 j 0.0 075 TQO 501 �� 654 807 48.8 975 57.4 789 41.9 975 52.3 778 4iAttfr,,,, ,,,400.„ ...0 ,.tt4,.__, Or:lje‘,. -NO.e4ipl?0,7. 'W:01,140.14162e51:11:0011 tnii°5) SBIZEICEIgligigeSICIdelign153S111111 111111111111.111111.1110 u] pi 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: I[ C �'' f�® Table lb. D., X ANCHOR CAP.,�,,,,e, # 5 5E a a E(y71FICATION• ( 1 ( N THE"ANCHOR,,,, Muller Ca•ecl Hollow wu Filled CM) aTw33a M91W MULLION CAP.,o,,,,,,, 114.55 Ek0 5118'Elea 1/4 ss Ea 010 514-41 alt steel 017 Sleet USE THIS FORMULA TO OBTAIN THE"ANCHOR '� o511 a'Eke 174•Elm Vlmtm Ap91a0O1,r N08(03 A09r Gel31 Screw Screw(cs1 scmr(c6) CAPACITY REQUIRED'CORRESPONDING TO AN Vs,,,‘"4.-°, 1111,ziskv--ofk- 190.1 lneoc w AL E REQUIREMENT FOR THE .yfa Elco 39{lacer • .. _- /e.0 ®��© 2®® as4 m. 701103 374103 0 51 01910-4 . 311703 4420. 519-4 CAPACITY G,FROMRTHE TABLE)THAN THE MULLION 5� ! A� IIIIIZO� iT.,®�, wA wA WA NM 952 b3 159394 1120 ala ( SELECTED ��` �e 46010-4 w^ MULLION.IT WILL YIELDAMINIMUM ANCHOR ago ro3 �r.�® ® tae 103 713 lm eeo ma 1e92 103 e9z a eye 103, nz9 a CAPACITY WHICH MAYBE USED TO QUALIFY '(P GOPQe� ���OAea1 alp 1py,1}. ��b 700105 !�'!" RIA WA N'A WA WA WA M/A 779703 ADDITIONAL ANCHOR OPTIONS FROM THE 2i130 043 0111"' ��® mro3 970035 team 33zn,e 4nlm nom utlm zsalm oast „o e•1 131om.11u�I oq,$. 7i® 7®� y s un wA wA 341103 az ea 690 033 ANCHOR CAPACITY THOLE. • P' 6 M L•I5 235An�a PD."' ®®� { �,1.,..96' p. lP'gala.106.A"'F.ntt.1.09.51: a -1.250' ar�T73o®1. ®M1n•OG.1 1Arco v.0, „157 2491' 360 ,.,,lam• 15-Mh SHOWN; TABLE NOTES: ' A Pau 4 f'•t3�®'o' r,�,-4-'1 STANDARD CLIP SH • ,f z -,,p4 2 t•"` FIGURE 2 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3-5 FOR GENERAL ///// ►W RO pttp SHOYJI'11 INSTALLATION METHODS. , • l • 9104' ' 1;lu 111 rill, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. / 004,1i•LYFJN A,/�`,•, *0)11. A li 3 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' r : •'��'.••'t10ENF '..715 ANGLE SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �;' CLIP MUST SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, s� ' = 1.0.58705 BE USED $ = t _ _ F1GUp fig•, IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ -_ 1 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL �• .7)...- • BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE /////� 2 Z3 I S LIJ- FIGkfike%: 5003•T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND %�//J,l/// .6..:....,:..5.:::,.....0...:::.y, a TE F .624• %�Q•'• ;'���` ,046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ' 4; ( ;75:::::., , •'••,FLORIDP•.••G�-; F1GUpE 6: Illai ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ,'„cs,„. hJA�<.\-\ ss 4: 910 01972 ANCHORS INTO WOOD MAY BE STEEL,18.9 S.S.OR 410 S.S. 125'X 3,94•X,624' ' 7,7• ` MULLION A.LAN' P.E. 005.4" 1 FL P,E.0 50705 , 1 • • , • • y., 1.2scel 740 USE THIS SHEET FOR �/11 • 2 2 CLIPPED MULLIONS ER n 1.250' --1.250" }-j 12b" --I F--.125" \ � • / f j% / / I .125'STANDARD CLIP I i L o . dN • 2.000-'-I / 2.125" i u 6063-TB ALUM. / / / 2X5 ANGLE CLIP r'i i-• -4 3.94" a X-SECTION % U•CLIP 2.000- 6063.T8 ALUM. / I e 8063-T8 ALUM. / O) 3.250" 0 3.250' j I 0 .125' , j X-SECTION X•SECTION .125' 5--.100' -.100" -.100' 7- 1 N a i / '/. I .12T-1- DASHED 125'J - Z V %f .100' �� / 624, �i 824' - DA HED BOUNDARY.SEE TABLES 2--I , CENTER OF ANCHOR HOLE MUST 18-413 FOR THE E WITHIN THE O Q u j�-„• _- -/j -_ /j��_� ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR" • ❑ co E<a -I .820' I- r --1.820'F- -I.820" h- HOLE DIAMETER=ANCHOR DIAMETER 41/16'. \ CO 000 1.25"X 3 25'X.100' 1.25'X 3.2T X.624" 1.25"X 3.94'X.824" - 5.500' W Z m I 6.000" _375" CO O �D I CREATEFT HERE TO 375• • MULLION MULLION MULLION 375' 3.125'L _CREATE F-CLIP,SEE MIN. U 600575 ALUM. 6005-T6 ALUM. 8005-T5 ALUM. MIN. I DETAIL F,SHEET 4 r q _I _ Z m X-SECTION )(SECTION X-SECTION ' 375, - 2 W 3 e rII r -1 CENTER OF r .375' z �, 8 s ANCHOR HOLE: MIN. ❑ 1 INSTRUCTIONS', MUST LIE WITHIN d a 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE THE DASHEDBOUNDARY. TLIE1HI < U m OPENING USING THE ASCE-7 STANDARD, F TABLES 2B-48 CO ❑ O • 2 --- -- FOR THE F - - 2 W Zy N „ 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE T ANCHOR O.C. .Q II O o FENESTRATION PRODUCTS FRAME DEPTH. • DISTANCE. w ZO"o MAXIMUM 3)REFER TO SHEETS 6-8 TO DETERMINE IF THE WIND LOADING IS ANCHOR HOLE o J 'RECTANGULAR'OR'iRbWGULAR/TRAPEZOIDAL"- J L DIAMETER= --- - 1n to g ) r-- ANCHOR �-- N O U 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/FT')FROMI •L DIAMETER 4 1/16 O V U TABLES 2A THROUGH 4A,ON SHEETS 6 THROUGH 8 RESPECTIVELY, `- • 2X5 ANGLE CLIP g A 10 m O s. USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT 2 STANDARD CLIP U-CUP 6003-T8 ALUM. ii ' N g c (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR CENTER OF ANCHOR HOLE MUST UE 6063-76 ALUM. 8063-T8 ALUM. TOPVIEW H -2 a HORIZONTALLY).THE MULLION CAPACITY(LBS/FT)OBTAINED SHALL WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR TABLES 2B-4B FOR THE ANCHOR O.C. TABLE C THE OPENING OBTAINED IN STEP 1). DISTANCE.MAXIMUM ANCHOR HOLE Dimensions value(In) For Mullion: DIAMETER=ANCHOR DIAMETER 4 1/18'. 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN F 2.250 1.25'X 3.25' THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE G 0.750 X•100" REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY 5.500' Aluminum THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION ' 375" I .375' H . 1.500 Tube Mullion CAPACITY. . MIN F 1.938 1.25'%3.25' • 0 0.500X.624' 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND r--- -- I -+ Aluminum USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE . H 1.438 Tube Mullion - ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN I F 2.625 1.25'X3.84- ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR K.624' • CAPACITY IS MET. I 3.25' G 1'126 Aluminum 0 H 1.600 Tube Munson I 7)IF THE MULLION CAPACITY(LBS/F7')OBTAINED IN THE TABLE IS _ _ HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE .:::::4 N01J,1���nN A J,// 1 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT _ 1j�` ��FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITHJJ ECEMTHIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED - TABLED FFf�1. FOR THE SAME SUBSTRATE G OFFSET CLIP Mull Dimension PGT Pert 0 _`TF -•. • • .125' c 6083-T6 ALUM. (sheet 9) Mullion Std.Clip Offset Clip U-Clip Angle Clip - N0.58705 __ 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT)FOR THE TOPVIEW - FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL .74O'- -}-----I 1.25'X3.25'X.100"(5) 20160 6661127M 6661124M 6862410M 6665115M -Zt ; - MULLION CAPACITY(LBS/FT')OBTAINED FOR THE MULUON SYSTEM.THE 1.26'X3.26'X.624•(e) 20161 6661128M 6661126M 866241IN 66651IBM '"9.: 2 �.�j I s LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED 1.26'%3.94'X.824•(7) 20162 8681117M 666112814 666241M 668617M ,..� • 5 AI E ,IV�: ) FENESTRATION PRODUCT ASSEMBLY. __ -__- _ _ �C`s�•. ORIDIj-••'•c�J. • 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC - - �1�CONAL E�G� APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR APERMIT. ••' A.LYMN'NIIL.LER,P.E. FL P.E.#58705 • TABLE 4A •� USE THIS SHEET FOR a .- Mu0lonCapacity Table(810Rt9)• CLIPPED MULLIONS �� Opening Width(for veNcalyspanningm0Jlloos)orOptinlnpHeight(for dmnlelyspanningmu6lore) ��L Ciro+ 501n 60In 701n ea In W In 1031n 1201n • 140In 1601n USE RECTANGULAR a 0 Rod'mub`r Trsp/Tdaro. Rectangular 7npITHanO Rectangular Tnp7THang. Rectangular Tmprreerg. Reelang4or Tnr/79mm. Reclangulor Tnp/Mang. Rectangular Tap/Ma g. Rectang4or 'Rep/Team• Rectangular Tap/rdarg. LOADING FOR ALL TEE OR • d 125x3.34 Loal Lova Load teed LOadin9 Lcedt Load tcedl loan Loading Lmdi toad Loadrg Loading Lwa Loads tuna Lording CROSS CONFIGURATIONS, ° m ag Loving ng M n0 317 4'g 8 ^B nB g 4'g n0 4'g g ok . O x£24 AND ALL ASSEMBLIES Alum.Tub o D 4 P, 4 4 4 S P A P L• F F P 4 P £ ' r E _ :. £ CONTAINING A Mullion I .g I AI I SINGLE/DOUBLE HUNG • m _ t7 t9 II WINDOW. 175 gp $ 6" $ 5 6 � y1 B hrg 6�€ E 6'E l- a " 6 Sc 6$ b� �7 6 6 h oz i i i 3 $@ ��. id � � f X Z $ 2 /a F8 t� @ $ USE TRAPEZOIDAL • cn 0 /TRIANGULAR LOADING _Z __-_ @In 70.0.,,255- m.0 776 10.0 309 70.0 IV 70.0 357 70.0 208 70.0 409 70.0 211 70.0 ase 70.0 -216 70.0 610 70.0 274 70.0" 131370.0'-214 '70.0 775 70.0 Z+d- 70.0 077 70.0 214 , FOR ALL OTHERS.' -O 48 in 70.0 292 70.0 218 70.0 350 70.0 241 70.0 408 700 250 70.0 407 70.0 272 70.0 525 700 270 70.0 583 70.0 280 700 700. 70.0 260 70.0 617 70.0 260 70.0 933 70.0 200 J Q 5002551 70,0 -308 70.0 232 70.0 369 700 260 70.0 431 70.0 282 70.0 492 70.0 200 70.0 564 700 308 70.0 616 70.5 311 70.0 738 70.0 311 70.0 561 70.0 311 700 504 70.0 311 7 g 54 In 70.0 326 70.0 252 70.0 394 70.0 204 700 409 70.0 311 70.0 525 70.0 331 70.0 591 70.0 345 70.0 056 70.0 352 70.0 768 70.0 354 70.0 919 70.0 354 70.0 1050 70.0 354 O 60 M 70.0 365 70.0 259 70.0 438 70.0 328 70.0 610 70.0 362 70.0 563 70.0 389 70.0 050 700 410 70.0 729 70.0 426 70,0 875 70.0 439 70.0 1021 70.0 439 70.0 1187 70.0 438 W 0 63 m 70.0 363 70.0 307 70.0 459 70.0 350 70.0 539 70.0 387 70.0 813 70.0 416 70.0 .639 70.0 .443 70.0 788 10.0 482 70.0 919 70.0 481 70.0 1072 70.0 '462 70.0 1225 70.0 482 I- 11-1 ' i99 In 70.0 401 70.9 325 70.0 481 705 372 700 601 70.0 413 70.0 842 70.0. 447 70.0 722 700 470 70.0 502 70.0 496 70.0 963 70.0 525 70.0 1123 70.0 629 70.0 1283 70.0 629 M W �, T2In 700 438 70.0 382 70.0 625 70.0 418 70.0 613 70.0 484, 70.0 700 70.0 508 700 788 70.0 541 70.0 616 70.0 671 70.0 1050 70.0 613 70.0 1225 70.0 830 70.0 1400 70.0 630 Z .J 3 .I 2 Y ,y° 79 M 70.0 482 A.0 3139 70.0 '554 70.0 445 70.0 647 70.0 493 70.0 730 70.0 544 70.0 831 700 585 70.0 024 70.0 821 70.0 1106 70.0 071 70.0 1293 70.0 6178 70.0 1476 70.0 702 2 2A Ua S 70 M 70.0 474 70.0 398. 70.0 659 70.0 469 70.0 664 70.0 615 70.0 758 70.0 684 70.0 653 10.0 601 700 018 70.0 844 70.0 1130 70.0 700 70.0 1327 70.0 732 68.2 1477 70.0 739 Q 7 q) 3M 70.0 647 70.0 471 70.0 650 70.0 647 70.0 788 70.0 017 70.0 875 70.0 003 70.0 984 70.0 -736 70.0 1094 70.0 793 59.2 1110 70.0. 675 60.7 1110 650 870 44.4 1110 02.7 870 ISO CJ t 98In 70.0 563 70.0 507 70.0 709 700' 591 70.0 817 70.0 065 70.0 933 70.9 739 65.0 975 70.0 004 58.5 975 65.4 607 48.9 975 57.4 768 .41.8 975 52.3 776 _W X, 10815 70.0 658 70.0 680 66.6 771 70.0 678 68.7 771 61.3 874 51.4 771 54.3 884 W d' p o g mdS d 8 111 In 70.0 074 70.0 691 63.1. 730 .85.0 650 64.1 130 68.3 610 47.3 730 417.9 631 W c+7 O 1751n 68.6 824 81.0 608 49.9 624 61.2 560 Y -in O X,n tO (/) 144 M 24.7 433 35.1 400 76.9 433 79.4 395 1= . `O SEE CAR 190-1077 FOR CERTIFICATION. • o• ar B m O s TABLE 413 ANCHOR CAPACITY ADJUSTMENT FORMULA: 5 • . 6 c re Anchor Capacity Table(Ibe) • (OP..,)X(ANCHOR CAP.,„,,,,,,,)=ANCHOR CAP.,,, W SUMlnte: 2.70 Connate 3.51 Conc. Hollow CMU Mod CMU PT Wood Mabl MULLION CAP.,vn, d18'Eko 1/4'SS Eke 6716'Elco 114'SS Elan 010 Bleel 517 Steel 912 Sleet USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Anchor Type: ane'Elco l8incon 1/1'Elco UArecm Merman 3'16'Elea 1311114051/9'Elco Ulneon Aggr.Gotor Mittman AggreG1101 screw 8351 Saner 1051 Screw(05) CAPACITY REQUIRED"CORRESPONDING TO AN E6(47 Dhtance En)' 1' 2.12' 1' 2.112' 3.119' 1' 2-112' t' 2-1/4' r 3.1)6' r 0.40'. 0.54' .0.324' ACTUAL PRESSURE REQUIREMENT FOR THE • Embedment(In): 1-314' 1.3/4' 1.3/4' 1-314' r 1.114• 1.114' 1.116' 1.114- 1-116' 1.1/4- 2' 1318• 1.315' Lodes OPENING,WHEN IT IS LOWER THAN THE MULLION • 2 Anchors 04.76'Min.0.0.16Iended o101ru1 alp(Fig.1): 3901be 399 lb. 460Ib1 890 lba 1644 lbe 270180 260 lbs 354158 740180 374180 684Ibe 968 Ms 341 50 442 ms 660 Ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors®115'MIA O.C./Stonded(or 06H)Clip(Fig.2): 40015s , 700 835 WA NIA NIA WA 3601!4 N/A WA WA WA WA 6821 In 6851E8 1120 510 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anders 03 3'Mm.O.C.I(2)205 Angle CSp1/(Fig.36 780Ib, 700 be NO 180 1560151 1696180 6401b3 560163 NIA 760153 740180 600153 ma Ms 682 a 085110. 1320 6. CAPACITY WHICH MAY BE USED TO QUALIFY 4Archon B 0.54'Mm.O.C./U.alp,into.100'Alum.(Fig.41: WA WA WA - NIA NIA NIA' WA NIA N/A WA WA NIA WA N/A - 1267 21 ADDITIONAL ANCHOR OPTIONS FROM THE 1 Anne/FCllp(Alp.5):• 195 los 19560 725 MI 445150 5221M 135153 140151' 177153 370159 157180 332190 473150 170 63 221 6, 280 Um ANCHOR CAPACITY TABLE. 2 Anehole®1.15'Min.0.0.7 F-DIp(Rg.6): 24015, 350 be WA WA N/A WA 190 lbe WA WA WA N/A NIA 341 180 442 63 680 Ma • • • • -1.250' FIGURE 1,(STANDARD CLIP SHOWN): FIGURE 2,(STANDARD CLIP SHOWN): TABLE NOTES: • • • • • • • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3-5 FOR GENERAL j/� INSTALLATION METHODS. % ' ,,,(IIlllIIII,, - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. y ,."÷0.... �,+�(LYNN/1/4 I`0 • FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE • 3.94" S 'ZAs ,.•�10Erl 5 . ANGLE SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •'.7ST • • • • BE U ED CLIP T SHOWN ON SHEET 8.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • _ (43.58705 I IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ O'_ FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERNGROUT-FILLED CONCRETE BLOCK UNIT )PINE WITH ANSHALL O SG OF 0.65.ALUMINUM SHALL RM TO ASTM C-90.WOOD ABE /j / %�•'•• �• 2..�C FS • - 6083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND , I A L.624' C: ; • •• • • .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126"THICK AND A38.ALL ��51� �'�: • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. //�?)ONA�- • #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 B.S.OR 410 S.S. 125'X 3.94-X.624^ A.LYON'MILL''R,P.S. • • • MULLION FL.P.E.#58705 . • r TABLE 3A USE THIS SHEET FOR IR MulfnnCapacity Teble(Ib6IR1) CLIPPED MULLIONS 5OPenlrl9 WkIRt(forveIOrrn sf3erNrg 00100re)DrOpprlYlp He19h1(fol hollmnlelI 5parnirg mU$or5.) 'MI� 1!!! a ' 50 in 60 In 701n B0 In 90 In 1001n 120 In 1401n IOD 67 \ �' 6O P.cImpul.r TmpR6.rg. andnnWta Ten/Tderg. 0040,gu16 TlepR,laro. Nectnr/86 TadTring. Becl0r091a Tap'Tdmp. 9ec10npu17 T10p/Td.np. 1$,21012916 T00p(54875. 0x1.091/0 1x7714400. Recl.l0da Tnrprtd4ng __ USE RECTANGULAR a 1J!5 71 3.25 Coaling Loading Lo.ainp bolding Lmang Loading Lm9lg LOadin2 Laming Loading Ios8ng Lm41n0 L2Oa,q Loading laming loading Weary ma01ag LOADING FOR ALL TEE OR II 131 0.874 - CROSS CONFIGURATIONS, Alum.Tube YS A._ _ S AND ALL ASSEMBLIES Mullion p d A Ag A Ag I Ag A , g A §I g Al g i5' A Aa 8 324 A gal 179 J gg g Yi A. 0�' A J�' A. i7a �7 aVF- AND ALL GA ti 055 1pI 7(pt pp�r •ti dip�r pb pb yp 55 ,� pp q6,� pp 7Ep § pp vGC p� qp 2T@, .tr 71p 6 r §5.* qfi.€ g8.t jy7 556 424 17p t g SINGLFJDOUBLE HUNG S k 11 i! it 291 1 i4 it ii if ii 11 2i i1 ii i1 ii 1 id 11 291 €1 Z¢ 11 2i 11 li iI li !1 II 241 7. II ii 11 li WINDOW. Ul w��d 41 In 70.0 255 70.0 179 70.0 306 70.0 107 70.0 357 70.0 208 70.0 405 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 USE TRAPEZOIDAL Z • 48In 70.0 292 70.0 215 70.0 3W 70.0 241 70.0 408 70.0 269 70.0 487 70.0 272 70.0 525. 70,0 279 702 503 70.0 280 70.0 700 70.0 290 70,0 817 70.0 280 70.0 933 70,0 2E0 !TRIANGULAR LOADING 0 • 78.825 In 105 393 70.0 232 70.0 069 70.0' 760 70,0 431 10.0 202 70.0 492 18.0 295 70.0 564 70.0 304 70.0 015 750 311 70.0 739 70.0 311 702 681 70.0 311 70.0 984 70.0 311 FOR ALL OTHERS. J I _ �p I 64In 70.0 370 70.0 252 70.0 304 70.0 294 70.0 450 70.0 311 70.0 626 70.0 331 70.0 601 70.0 346 70.0 655 70.0 362 .70.0 780 70.0 504 70.0 010 70.0 364 70.0 1060 70.0 304 0 00 In 70.0 305 708 265. 70.0 436 70.5 328 70,0 510 70,0 302 70.01 783 70.0 389 70.0 650' 70.0 410 70.0 '725 70.0 475 70.0 075 70.0 438 70.0 1021 70.0 436 70.0 1107 70.0 470 03 U to 61 N ¶7,0 353 70.0 707 70.0 459 70.0 370 T0,4 539 70.0 387 rod 017 70.0 416 700 669 10.0 443 70.0 766 70.0 402 70.0 570 70.0 451 70.0 1012 780 482 MO 1225 70.0 482 (L . 65 In 70.0 401- 70.0 325 70.0 481 70.0 372 70,0 501 70.0 413 70.0 64270.0 447 70.0 722 70.0 470 10,0 007 70,0 470 70.0 SW 70.0 525 70.0 1123 70.0 529 68.1 1240 708 520 0- N 7n Z ,§ I e 72 In 10.0 436 70.0 382 70.3 625 70,0 410 70.0 013 70.0 484 702 700 70.0 506 70.0 780 70.0 541 70.0 875 70.0 571 69.9 1049 70.0 513 59.0 1049 70.0 630 52.4 T1540 70.0 530 Z J r i76In 70.0 452 702 386 702 554 70.0 445 70.0 047 70,0 490 70.0 739 70.0 644 70.0 031 70.0 505 70.0 024 700 020 59.5 941 780_ 871 51.0 841 70.0 B98 44.0'941 70.0 702 cG g6 a 7511 70.0 474 70.0 398 70.0 599 70.0 459 700 884 70.0 616 70.0 700 70.0 564 700 853 70.0 607 802 894 70.7 544 55.0 694 70.0_700 47.1 004 47.0 701 41.3 60.4 66.1 000 7 ,73 001n 70.0 641 700 471 70.0 856 70.0 547 61.4 911 O5.3 575 73.7 671 00.7 600 47.7 871 62.9 550 43.0 671 46.0 651 15.0 671 43.1. 530 707 871 30.7 031 26.0 871 37.9 020 I N OO In 70.0 553 70.0 607 59.0 593 91.4 518 60.5 500 53.4 609 44.3 590 47.5 502 39.3 590 430 494 39.4 590 30,4 400 29.5 590 34,7 477 75.3 590 31.0 489 4n 0 I W X.. `V 100 In 40.7 406 50.0 421 41.4 400 42.0 414 35.5 400 37.0 400 31.1 494 32.0 402 i Eg -�_- - - 111 N� ll No O Ill in 400 441 48.7 400 362 441 38 - .3 387 32.7 441 34.1 307 29.6 441 30.2 362 _ (7J ei _ 120 Int 353 I 376 38.9 344 30.2 378 31.0_330_ , , - _ •_ - O ir SEE CAR 190-1076 FOR CERTIFICATION. o N Q 11.77 • o . 7).,r o 0 TABLE 3B ---'----- ----- • 1g m0 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0_' Anchor Cepe7dLy Tibia(Ria) ANCHOR CAP.,,,,,,,, 0 C ,n" '-+ ` Sub./MI5 2.71 Commie 3.58 Cone. Ndlow OAU Flied MAU PT7J1co .Mod (DP,,,)X( )=ANCHOR CAP.,,, ,. 5'.16-Elm 1/4.SS EICO WO'Elco 1/4.33 Elm 610 5104 01201ee1 012 51001 MULLION CAP,,,,;,,•„ Anda Type: 3'161 Dm Libra an 114.Elm UMomn 116•Elan 15 mem III.Elco Leeman • 1 Anchor Clip Femme L168mN AOpra0,10r 1167091 AWaGda Sao,1651 31,24,135) Suer ION USE THIS FORMULA TO OBTAIN THE"ANCHOR 1 Edge 131119me On) 1• 2-1/7 1' 2.117 31/0' ' 1' 2.112' 1' 2.12' 7 31/B' 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Em6adnmt(in), 1.3/41 1.34' taw 1a4' 2' 1-1/4' 11r4• 1-1v 1.114' 1-114' _ 1.1/4' Y 1-3/8' 1-1,e' .e601 ACTUAL PRESSURE REQUIREMENT FOR THE 2Ando.504.75'Min OC./Sto8dad,Opel CI9(FI5 I). 390 Ib, 3909a 450 0., 59060 1044 lb. 2756, 29060: .100 740167 374519 ...• 9n '519 3415. 00.2 Ns 560170 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archon 4171.15'Min.0.57,51am:8P(a d6a1)CV gap 2). 450.6/0 700119 NA NA NIA NIA _ 3BO Ibt ' N/A NA WA. NA RA 69219 50569 112969 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anew.5 3'MN.O.C./(2)245 An6I8 C9p.7(Ng.3): 700 87. 78019 6806.. 15001b. 1070/b, 6406. 603 6e N/A 7601b4 7486. 86019 ' .11332 160 182110 OBS Pm 1120164 MULLION.IT WILL YIELD A MINIMUM ANCHOR i 3 A9c7ae®0.51'Min.0.0. bda.100'MM.(FP 41 WA WA _ WA WA 74/A WA WA WA WA WA . NA WA WA NA 9506n CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ambor7 FCep(Ng.5). 1951ba _ 19519 2251b, 4456. 522 Pm 1356, 140 A 6 n 177 . 37016, '157160 332 M473164 473160 1701b, 22111, 25019 ADDITIONAL ANCHOR OPTIONS FROM THE ' _ 3 Ando.,01151 Min 0,C.1 FC8p(Ng 6) 2405, 35069 NIA WA NIA WA 1901, NIA W6 NIA WA WA 341105 447Ila 56019 ANCHOR CAPACITY TABLE I FIGURE 1 STANDARD CLIP SHOWN: FIGURE 2 STANDARD CLIP SHOWN: • TABLE NOTES: 1.250' I Niitilli1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3-5 FOR GENERAL �� 4j1111 I 1111///c li INSTALLATION METHODS- siiiiisiii • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `,••` ti( L'iNN,y//ti /rr FIGURE 3' 11111r ''''s°'•'' , s7�'•.,,,.'....,. 1F' ' ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' • .-'S�',' ,GENSI` •,P ` CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 7' ''.,* • • • • BE USED SHOWN ON SHEETS.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.=870`5 - IN PAIRS. r '/ - L am^ I GROUT-FILLED CONCRETE BLOCK UNIT(CMU)' . • 4)SUBSTRATES:CONCRETE SHALL SHALL TO ICONFORM T 301 O ASSTM C-90.WOOD SHALL �f i CATIONS.HOLLOW AND -} O •' 9- 25'15 L'J FIGURE 4: FIGURE 6: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ff .614• .,0'• TG OF V�:- 01 • 6083-T5 AND BE A MINIMUM Of.100"THICK STEEL STIRS TO BE A MINIMUM GRADE 33 AND A�, Flo R1Di' V>, .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ' �C;.: ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25.7(7.25^X.6291• i�,S,,')/OI:E\L�. k #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION 'A.LYCJN MILLER,P.E. - - FL P.E.A 58705 . I i