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•""' u•; . 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)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowskl
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.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
LI Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
Equivalence of Product Standards
Certified By
'JI 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 OYes v 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 GAC 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.odf
Design Pressure:N/A FL17519 R3 C CAC 190-107RCAR-unclipped.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.ndf
Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL17519 R3 AE 54xx-55xx Mulls Eval.ndf
Created by Independent Third Party: No
Back Ne1tt
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.::Privacv Statement::Accessibility Statement::Refund Statement
Under Florida law,ema8 addresses are public mmrds.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 emalis 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
Chapter 455,F.S.,please rick ham,
Product Approval Accepts:
Cred t Cart!
Sade
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
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS UNCLIPPED MULLIONS >o 0
REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH 1yy� �' a
SITUATION IS UNIOUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST OPENING WIDTH,MAX I27-114' OPEMNG WIDTH,MAX.127.114' OPENING WIDTH,MAX 127-1/4' I2 d o
INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED.MUST BE ANCHORED PROPERLY TO -�{I--t-v4"MUU. 1414"MULLION 1.1/4'MULLION 1-1/4'MUWON�II �5S
TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. II WIDTH 'II`-WIDTH � IDTH �I�wIOTH I s4
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE
MULLED UNITS.
111 IIII II >;
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MULLION i i MULLION 11 I j 11 I j 1 rn
MORE THAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD LENGTH, �/i` I I �/ LENGTH, �� ,�/ 1 I O
DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. MAX '� I I MAX !' III 111 I P I
03' IL
93' IIS �II� �I JQ4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THEL
SCOPE OF THESE INSTRUCTIONS. ��I I I I I W pp)
to
I I��'I I
5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TOL 11 __= yM)-4___=-U j
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
1---OPENING WIDTH,MAIL 1T7-119'--I g Z m j
PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR TO WINDOW CONNECTION Z E0 g
FENESTRATION PRoOucis SHALL APPLY. SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS- p 1 s
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD ::3 -t tO j
BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS j
SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR U) 2 a
MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MULUON LENGTH, W O a..
I— gp
7)MULLIONS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ADDITIONAL
D IITI THROUGH
INDOWA ANCHOR
FOR I b3 w a 8
BUILDING CODE.AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.IMPACT r1"==-----—='�I
APPLICATIONS ARE LIMITED TO WINDZONES 1,2 8 3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO EQUAL-LEOIBOX 6 FLANGE FRAMES. I I 11 CD r o `L
SEE SHEET 3 FOR NAIL FIN' II 11 p L) N
BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. J-ctwNNF1 FRAAEs -; LID
j o O
I 1 p
8)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN L_re'I-1 '.1 1.1/4' � m O z
AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS 10,MAX. 1` 1 -r- MULLION N a.m
APPROVAL 'Eye-_ WIDTH
I---�}-- ------ { OPENING j
9)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THISAPPROVAL,REFER HEIGHT.MAX
I
TO FLORIDA PRODUCT APPROVAL 9261. II /r' 11 127114• )
MULLION LENGTH• IyI III 1414'
I� MAX 83' OPENINGMULLION
WIDTH ON
HEIGHT, WIDTH
MAX. _�____��_�_
1.250" 127-1/4' I
TABLE 1
Mullion Capmc) Table IbaHl2
Opering Width or Hel M u to 127-1/4' MULL 1-tr4•
1.2'x3.20■ 9 P MULLION MULLION
.100A1um. All Loading Types WIDTH WIDTH
rf Tube Mullion Mu-,cn Capacity A hmage Requirement OPENING
3.260'
Im 14 eddIti aM Window HEIGHT, OPENING
.100' cos "hws through the Wndow 127-1/4' HEIGHT. i
¢� MO.O Ib.W fames M 10'max.Dn emb elde MAX
•70.01bm111 oT the muflolyfeme eseembiy 127-1114' ,��� LYNP/ �� I4
.100' tuM cent thl sheel.igna.See Aguresm � n9/(�C
SEE CAR 190-1078 FOR CERTIFICATION. _
---I .820' F-- I %T• No.E38705
1.25"X3.26'X.100'
MULLION NOTES FOR UNCLIPPED MULLIONSIFRAME ASSEMBLY TUBE:
6005-TSALUMINUM -'0 �1)NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. %� eav�
2)NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS,SEE NEXT SHEET, SINGLE HORIZONTAL MULTIPLE HORIZONTAL ��. . O..... •'G\���
MULLION MULLIONS '�OIVAI F '
A.LYNN MILLER,P.E.
FL P.E.$58705
GENERAL NOTES,CLIPPED 5400/5500 MULLIONS: USE THIS SHEET FOR h
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE CLIPPED MULLIONS
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE [--OPENING _ �WIDTH OPENING WIDTH ---OPENING WIDTH a
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF � W14
1-1/4'MULLION 1.1/4'MULLION 1.1/4.MULLION
1-1l4'MULLION tll O
USED,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'il'WIDTH I �f WIDTH �wrDTH ��IN Dr� pp 7 ao qty
2)THE TYPE AND NUMBER OFANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS _____'�'
HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL I -I111 I 1
NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CUP. I I I II I
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED I I I I I II I I I N g
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED MUWON i i MuwoN // �� I // I III ,/,r� I I co
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. LENGTH I LENGTH / 11 z
I I II 1111 II O
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE j j I II I J
INSTRUCTIONS. L.
5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES I I-_--_- I II I -__- I W o
AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET.FOR MULTIPLE UNITS,CONSIDER ONLY TWO "— I ---- I ----' ED z m
ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE SEE SHEET?FOR MULL I-----OPENING WIDTH F- O
OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. To WINDOW CONNECTION
6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS Z �� r
7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST s` O
NOTES FOR CUPPED MULLIONS: MULLION LENGTH _J W uT
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT � � J a
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT ----------- < a M
REACTIONS. 1)FOR MAXIMUM SIZES,SEE TABLES I�"'----------�j WU a
2A-0A.
8)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING I I , I I W NI S iniio o'
CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT APPLICATIONS ARE LIMITED TO WINDZONES 2)SEE SHEET 9 FOR INSTRUCTIONS I I I 1 co L.j
C)
— I I I I 1-1/4'
1,2 8 3 AS DEFINED BY ASTM E1886.MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS ON USING TABLES 2A-4A MULLION CUPo X .0I
HAVING CURRENT APPROVALS. \y I I rMUWCN f/)
3)CLIPPED MULLIONS MAYBE USED !_ _____ J.WIDTH � L`! o I
9 QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING FOR ALL WINDOW TYPES.FOR CLIP f ------- T I o„� o O
ANCHORAGE,USE THE SAME I I OPENING �. to 0 i
WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL. 1 I I I HEIGHT Lo €�m
ANCHOR AS WINDOW ANCHOR.
10)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER TO FLORIDA i � i _ A
PRODUCT APPROVAL#261. MULLION LENGTH-11•UL f
I I MULLION
RING ---------- WIDTH
SHAPES TO BE HEIGHT -T---7 I
OPENING WIDTH FOR INSCRIBED INSIDE --HORIZONTAL MULLION LENGTH I t
r-VERTICALMUWON -RECTANGULAR SHAPE I
7'
j.-MULLION MULLION
�,WIDTH WIDTH
/ 1 _T
I �
VERTICAL OPENING j
OPENING MULLION HEIGHT OPE ING
HEIGHT FOR LENGTH OPENING HEIGHT 1
HEIGHT FOR
HORIZONTAL HORIZONTAL
MULLIONS MULLION VERTICAL
MULLION
LENGTH \\111111 Nf N,/
4�•.•�\GENU^F ••.F'P
No 58705 ••' J__ 4
-{II 1- LI 1-114'MULLION �i-114•MULLIDN _..p --
'I HORI7ANTAL Ij_'wIDrH WIDTH WIDTH SINGLE HORIZONTAL MULTIPLE HORIZONTAL _-10 � Lu )
F^ MULLION --II HORIZONTAL OPENING
LENGTH I r _WIDTH FOR MULLION MULLIONS �� STATED •�;� 1{
I-
MULLION VERTICAL `O
_ OPENING WIDTH MULLION `�'r�•'•.FC0RIO?,
FOR VERTICAL MULLION �S'iS
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 h
a
MULLIONS
SHALLOW FLUSH SHALLOW FLUSH
MULL FACE CAP MULL FACE CAP J O
(f20177� $
RR0177 oyg
'
—MULL
FLANGE FRAME SHOWN, EQUAL-LEOIBO%FRAME m
MAY ALSO BE INSTALLED /� I� SHOWN,MAY ALSO BE I�
AS AN EOUAL,STMO% (_� (,� INSTALLED ASA FUINGE Q /�
FRAME(SEE FIG.2) FRAME(SEE FIG.1) IJ � �cl)t
> 0
Z
o
0
EXTERIOR DEEP FLUSH ..p0 I EXTERIOR Z Z
V MULL FACE CAP I--, y
#20178 Jvl. z O U L
7 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 U) a
"o B
W LU §
MAY ALSO BEINSTALLED F"----^____._______----------------------------
__________________________________.-------- cnQ• O
DEEP EXT
FACE _TOWARDS EXTERIOR. ; FIG.4:MULLION END CAP EXAMPLE o � (1)
MULL 1120175 I O = `p O
I INSTALL 1 ADDITIONAL NAIUSCREW C) pV
1 _ MULLION END CAP TO SPAN BOTH _THROUGH THE NAIL FIN ON EACH SIDE g t[7 m Q y
EQUALtEOlBO%FRAME i /r WINDOWS.ADHERE WITH SNCONE .\ OFTHE
MULL
ION1FRANIE ASSEMBLY
INSSHTOALLEDLLED
AS ALSOBE Q (—� TUBE CENTERLINE. dS
AS A RANGE /J
FRAME(SEE FIG.1) I ------------
NOTES
_--_ NOTES FOR MULLION END CAP:
1)APPLIES TO FIN OR '
J-CHANNEL FRAMES. 1
t
2)REQUIRED AT HEADER AND l
I JAMBS. '
o ERIOR I PICTURE WINDOW WITH
V
EXT
O 0 EXTERIOR I / VERTICAL MULLION SHOWN,
' SIDE VIEW ALL WINDOW TYPES AND
I / MULLION ORIENTATIONS
MULL FACE OAPDEEP FL \_MAY ALSO BE INSTALLED APPLICABLE. '
#2017#SH TOWARDS INTERIOR. I )
1 MAY REQUIRE SEE
EXAMPLES,
FIGSMULLION ISI
FXAAPLES,FIGS.1.3,FOR— I
FIG.3:1.25"X 3.94"X.624"MULLION&FACE CAPSr N•RELDTRIMMING WINDOW TO FRAME ATTACHMENT. `� LYNN 4�
I fs4e. � ��.•'4�OENSF''•.F� ��
NOTES FOR MULLION TO WINDOW ATTACHMENT: i .7Ao• VERTICAL MULL TO Q
No.58705
1)RECOMMENDED ANCHOR LENGTH=MIN.314' i —L STRUCTURE Z: 1 =
I.7�'I VI-- FRONTVIEW
--17 ,
2)USE ANCHOR TYPE AND SPACING AS PER THE WINDOW'S APPROVAL. I '-� '•, y'��
3)PICTURE WINDOW WITH VERTICAL MULLION SHOWN,ALLWINDOW TYPES AND ; MULLION END CAP �O'•., s1 TE OF
MULLION ORIENTATIONS APPLICABLE. i 2RIGIDPVC FlOR%O�`,-Cl(j`
4)IF APPLICABLE,NAIL FIN AND10R FLANGE MAY BE REMOVED FROM THE WINDOW i d L'O N!MILL'R,P.E.
FRAME MEMBER BEING MULLED. FL P.E.#58705
t
USE THIS SHEET FOR
ft CLIPPED MULLIONS T"
DETAIL A: DETAIL B: /,-MULLION
MULLION {
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKS7RIP TYP.ANCHOR
w=ng
OR WOOD FRAMING WOOD BUCK AND MASONRY AND —PER SUBSTRATE• o
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BV OTHERSATTACHMENi 9EE SEE TABLE92B-0B
SE ^E NOTE/, �. O)
,\ I SHEET I.
MIN 2.7 KSI ° EDGE Z
EITHER THE / ° �� 1 I I d I I I CONCRETE OR CMU' DISTANCE,
STANDARD OR "�� ° \ T I ° \I I I ,I SEE SEE TABLES J
OFFSET MULL % a \�\ \� EDGE < ° ll I \\ EDGE DISTANCE 2BAB ¢9 1
CLIP MAY BE \ I \ DISTANCE \� I <\ r-FOR MASONRY LL$
INSTALLED BY \' d ° �\\� .I I I ��\ FORWOOD �' �\ I I i\ \ ANCHORS Q 00
THISMETHOO, ° \\\ �_ \ ' scREws e'd� �;• \ I I �� i SIDE VIEW W m
e°\ a/\�� \ ° \\ STANDARD 0 (); m
\ \\ \\ d \\ \ ° '\ EITHER THE F 1
\ ° ° 'l e\\\ \ „ `\ � .% ° \ OFFSET MULL 2
de CLIP NWY BE sj
d < S
\.f d \ \\\ / \ EXTERIOR ,\(� _ INSTALLED BY ?
•� U] u
a \d d EDGE \' '�_ Z r e 1
c DISTANCE Q Z I
d FOR L7
MASONRY \ ,/ °/ in O O
THE OFFSET CUP IS ANCHORS
\°d RECOMMENDED FOR o O N
FINTRAMED OR \ W i
EXTERIOR ��°� d - JZ14ANNELWINDOWS. -
BUT MAY ALSO BE ° O Ea-. O Y
USED FOR OTHER O (n to ?
FRAME TYPES. LD Z
PYP.ANCHOR
-- -- O, O C1 I
�vco
ERSUBSTRATE. m O m 4
SEETABLES 2BAB
TYP.ANCHOR i
7W.ANCHCR / PER SUBSTRATE, f` BUCKSTRIP F c rn -319�
PER SUBSTRATE, SEE TABLES 2848 /;/ /� AND
/—PER
TABLES 2040 / EOGE/ENO
ATTACHMENT
DISTANCE l BY OTHERS,
Eh18EDMENT'
T— � � ,.. SEE TABLES � SEE NOTEAND 7,
EMBFj MENT / / i i� BUCKSTRIP / 2BAB
` •,.:• ..
BMEET 7.
/ - - -,-�_ ATTACHMENT --�--
• BY OTHERS,
SHEET
1. MIN 2.7 KSI CONCRETE OR CMU
• SETMULLION FRONT VIEW
SIDE VIEW SEE SHEET S FOR
FRONTVIEW HOLE LOCATIONS MAY BE INSTALLED APER SUBSTRATE,
DIRECTLY ALSOTD MASONRY:
Je o SEE TABLES 284B
INSTALLATION NOTES: 250•MAX FOR EMBEDMI ENT
ALL MULLIONS 7111III
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.ENse
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �� �' ••.' 4!
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE _ )d0 58705
FOLLOWING SHEETS.FOR DETAILS A-C,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. -
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4'•,�
4 WOOD BUCKS ARE OPTIONAL,SEE DETAIL B.THIS SHEET. A •
S: P, \
or
A.LVIVN MILIlt P.E.
FL P.E.#58705
USE THIS SHEET FOR In x
DETAIL C: DETAIL D: DETAIL E: CLIPPED MULLIONS
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP MULLION TO MULLION �x�
(F-CLIP) (ANGLE CLIP) INTERSECTION �' c
(U-CLIP) NOTES FOR INSTALLATION OPTION E. d ~
o e w
�• SEE DETAlL9 A8 B,
\\ SHEET 4 FOR INSTALLATION VARIES I ' \ 1)MULLIONS MAY BE INSTALLED IN
SPECIFIC SUBSTRATES. I
/ / \ 'TEE"OR"CROSS"CONFIGURATIONS.
I\ \\ rMULuoN , 2)U-CLIP MAY BE INSTALLEDtp E
\\ / HORIZONTALLY(SHOWN)OR " 8
\ TOP VIEW VERTICALLY. 0 i
\\
MULLION
/ VARIES I � a
412STEELSCREWS.
m
W
SELFE
DRILLING OR PRE
MULLION AND USE SMS 03 Z co
O
MULLION I'-'
EXTERIOR � I 1 `� i
Z
I TYP.ANCHOR /
j STANDARD MULLION CUP 1' I _PER SUBSTRATE. -.. L � �, 11
MODIFIED TO FIT FIELD i SEETABLE57B48 INTERSECTION
CONDITIONS. I U•CLIP J !
I
EXTERIOR
-MULLION _J] _aoao
LU
EU)
Ga
1 II I I o ~ o
II
�, i `~\ ANELE CLIP. FRONT VIEW z w
MUST MU WON ENDLED C3 -
C3 o
�' `\\\ \ .I I 1 MUST BE INSTALLED t
i \ \ Cb i
INSIDE Of MULL Ln tO m0
\ 1 `\� DETAIL F:
_TYP.ANCH.R \ MULLION ATTACHED TO
f PER SUBSTRATE, STEEL STUD
SEE TABLES 2B4B
(STANDARD CLIP SHOWN)
INTO WOOD.STEEL STANDARD CUP TO BE EXTERIOR _ —STRUCTURE �+
ALUM,CMU OR MASONRY MODIFIED WFIELD.
TER SUBANCHOR
TR
eFOR
PERSUBSTRATE•
EXTERIORSEE TABLE970-IB
INTOWOOO,STEEL,
ALUM,CMUORMASONRYL%1 EDGE �MUWON
DISTANCE
PER
ANCHORL7 \ 1 111111/EDGE DISTANCE-- E ` ePePER ANCHC4T -- STEELSN03 THINNERTHANFRONT VIEW GA ANO COMPLIANT WITH THE FL BUILDING ` *s
ODE,A ZX WOOD BACKER MUST USED. = �' IqO 58705
ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS - !
NOTES FOR INSTALLATION OPTION D: .--u '. K" 15 1
NOTES FOR INSTALLATION OPTION F: �� •, 2 TE O :•.�'`
1)USE 2 ANGLE CLIPS PER MULLION END.CUPS MUST BE 'r ;°IORIO?••'•��
INSERTED INSIDE OF MULLION. 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ;CSS ••....•- ��;
ANCHOR VALUES MAY BE USED. i��ONA�- ,
A.LYNN MILLER,P.E.
FL P.E.#68705
TABLE 2A USE THIS SHEET FOR
Mullion Capacity Table IbeiR2) CLIPPED MULLIONS
Opening Width(forvedica*spannitlg mtd5ons)or Opening Haight(for hodzonta0y-spanning mtl5om) C �
win 601-1 70 In BD6wb twin 1291. tag in iW In a
1.250.25 3.25 Reef.""' T.p/Tdn,g. Rm"rouln Tr.prTdoW. R.«,gmn Ir. ng. Re.largdn mpfrd.ng. Reel I TmNTn.T. RvctnguI. Tr.p rd.ng. n..t.nwlor T,.ifm.,g. Roel.+gu1. mprtn.N. R.mlgd. Tmprrdn g. USE RECTANGULAR Q
X.100 LesAng 1na°"B Lsemng L-Mog Loading L.ml.g Lesu,g Lo.dig na
tdng L-Ilog Lo.a.g Loading Leadkg Loading Laetlne
ng Ldig Lording testing LOADING FOR ALL TEE OR
�Y v
Alum.Tube �• 'gp pq fig• 411 _ pr yr_ r _ r ,y��•_ 1�r r_ r _r_ r pr_ _ yr par_ gr pr_ r r CROSS CONFIGURATIONS,
Mullion fl� � y g� ty � � IF � � i1 15�, � R�, ti � � d� � I} 11� g Tye �8 ANDAININGALL BLIES
17� +1� lift i!� tS i3� i3 ii77� if iiSS ii77 iiJJ i! OO 06 i1 ii77 ii77 13 O i7 t! CONTAINING A �
SINGLE/DOUBLEHUNG
WINDOW.
421n 70.0 255 70.0 1 179 70.0 306 70.0 1 187 70.0 367 70.0 208 70.0 1 409 70.0 214 70.0 459 70.0 214 70.0 510 70.0 214 70D 613 70.0 214 70.0 715 70.0 214 70.0 817 70.0 214 USETRAPEZOIDAL O
481. 70.0 292 70.0 216 70.0 360 70.9 241 70.0 409 70.0 259 70D 407 70.9 272 TOB 625 70.0 279 7011 5113 70.0 290 70.0 760 70.0 290 Too en 70.0 leo 70.0 9330.0 260 /TRIANGULAR LOADING
FOR ALL OTHERS. J Q••
50.8251. mo 308 70.0 232 70.0 399 70.0 260 70.0 431 70.0 282 70.0 492 70.0 288 70.0 554 70.0 308 70.0 816 70.0 311 70.0 738 70.0 311 70.0 061 70.0 311 659 1127 70.0 311 -j EDL-o
611. 70.0 Ste 70.0 262 70,0 294 70.0 284 70.0 459 711A 311 70.0 525 70.0 331 70.0 69+ 70.0 346 70.0 656 70.0 362 70.0 788 70.0 354 682 069 70.0 354 57.9 889 70.0 354 � C
OD In 70.0 363 70.0 289 10.0 438 70.0 328 70.0 610 70.0 302 70.0 5113 TOM 309 70.0 836 70.0 410 70.0 728 70.0 425 59.7 74e 70.0 438 51.2 746 70.0 435 44.6 745 70.0 438 m (D m
63 In 760 361 70,0 307 70.0 459 70.0 350 70.0 536 TO.0 3117 70.0 613 70.0 418 58.7 577 T60 443 61.9 677 70.0 482 51.0 077 70.0 481 44.2 071 70.0 4112 30.7 677 70.0 482 W
E 68 in T0.0 401 70.0 325 70.0 481 70.0 372 70.0 561 70.0 413 673 817 70.0 447 69.8 817 70.0 176 538 817 867 4119 MD 017 64.4 4113 364 617 60.7 4112 33.8 817 83.7 182 11.
121n 70.0 435 70.0 382 68.1 518 70.0 416 59.2 510 6S.2 432 51.6 518 58.8 425 48.1 518 54.2 419 41.4 518 60.7 414 34.5 518 48.6 408 29.8 518 45.0 405 25.9 519 45.0 405 Z J g $ I
e _1
781. 70.0 182 70.0 388 567 485 62.6 3911 W.3 465 61.9 360 41.1 485 411.4 381 39.2 465 45.3 370 35.2 465 422 374 28.4 485 38.3 367 25.2 465 38.5 384 22.0 4115 38.2 3113 z g U I
781. 652 441 68.0 307 A149167
7.7 379 46.8 441 W.6 372 40.9 441 45.4 30 36.2 441 41.8 3W 32.6 441 367 358 27.2 MI 34.8 3111 23.3 441 33.1 348 20.4 441 32.7 345 J O i
win 42A 332 43.0 205 7.0 288 20.3 332 32.3 284 2116 332 200 280 23.8 332 261 276 212 332 24.1 272 17.7 332 21.3 2W 16.2 332 18.6 262 13.3 332 18.7 260 Q
OO In 35.0 291 35.8 260 .3 25D 25.0 291 20.4 252 21.9 291 23.6 248 18.4 291 21.3 244 17.5 2111 19.5 241 14.6 2(11 +7.1 2311 11.5 291 15.0 232
w x.. a
108 in 24.6 230 25.1 208 1.1 2M 17.5 230 18.3 201 15.4 230 16.2 lee In'� nC)a
Ill In 22A 210 9.1 197 A 16410.2 216 16.6 191 14.1 218 14.9 109 LU co!n 03
120 in 17.9 107 18.2 170 .3 167 O X O
SEE CAR 190-1075 FOR CERTIFICATION. LD N c
o"� v 0
112
vb Lom0s
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: 6 ° of n
Anchor Ce ac Table([be) .ia &
Subslml0: 2.7k Collcmle 3.5k Cole. tion-CMU Filled CMU PT Woad Metal ANCHOR CAP.,,,�,ti, ❑ �¢
(DP a)X( ) ANCHOR CAP.,,,
6" Elw 114'S9 Elco 0111 Eke 1N'SS Elco 010 SIGN 912 Sorel 412 Sled MULLION CAP.,,,,,,,,,,
Anchor Cllp Patterns
Anchor Type: Dr1e•ElW uilmeon v4•Eleeuw..n Ul+mmn 3116'6leo unmeon tN•Ele.uSmcon AgpmOalor utmWn Agg.G.tor selw(c5)s-ps) sc-(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Chien.On): I. 2-lir I- 2.31• 3.119- 1• 2-l1r 1• 2-120 7 3-115• T 0.467 054• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
En I-Ine nl(m): 1-314• 1-114• 1.314• 1.31141 r +-174• 1-114• 1.114" 1-114- t-114" 1-114• 2• lave- I1vwvvies ACTUAL PRESSURE REQUIREMENT FOR THE
2 Ah-04.75•Mn.O.C.I Standard or Oftel Cllp(Fig.1p 390 It. 360 les 460 lb. M11b. 1644 1b, 2700u 260 m. 354Ibs 740 It. 37416s 66416. 9461t. 3411b. 44215. 560E OPENING,WHEN IT IS LOWER THAN THE MULLION 4f
4 Anchm Q 1.15'Ivan.O.C.I Stead(Or 0038t)C.4p(Fig.2): 460168 760 IDB NIA WA WA WA 360 be MIA MIA NIA MIA WA 60216. We lbs 1120 6. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anolwn®3•Mit.O.C.I(2)2x6 Anglo C1ps I(Fig-.-3y. 79016. 7Be be ewes 1680165 180016. 540 6. SW 6. MIA 76011. 7481bs sea Ib. I8926s 682 6e 805 1b, 112016. MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Anchor®0.54"Min.O.C.I UCIIp.Into.lw'Alum.(Fig.4): WA WA WA WA WA NIA WA WA WA WA WA WA WA WA
9501
w Ib a CAPACITY WHICH MAY BE USED TO QUALIFY
I Anchwl FCOp(Fig.5F 195 M 185IOe x29 be 445 gar e22lbs 135Ibs 140 An 177 1w aro 6n 10711. 33211. 47311. 170 bf 221 Ibs 260 M ADDITIONAL ANCHOR OPTIONS FROM THE
2 AmIrore C 1.15"Min.O.C.1 F421p(Fig.6): 2401bs 350 IDs WA WA NIA NIA iw 6. WA MIA WA WA WA 3411bs 4421bs SBO IN ANCHOR CAPACITY TABLE.
1
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 3-5 FOR GENERAL i
INSTALLATION METHODS.
•\1\1lililt!//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \'G%( ••"•• 7/4��i�,
FIGURE3: 3.250' ��,:'•�\GflNSE. �P
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = 140.58705 _
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL .100" _-0 2.11.3�5 :LU
FIGURE 4: FIGURE 5: FIGURE 0: mi
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF D.55.ALUMINUM SHALL BE ��'• S ATE OFA ,
• 6063-T6 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE33AND ��;••.f'l.OR10�;••'1G,
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL ��, ��S.�•' '•'�F�,
1.25
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL "X 3.25"X.100' :I 111 i QN
#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION I 1,I l 11
A.LYNN MILLER,P.E.
� FL P.E.#58705 j
TABLE 3A USE THIS SHEET FOR
mulnDnCa ecllyTable(IbSmr) CLIPPED MULLIONS ®}}
Opening Wldlh(forverucaly-spewing mullions)or Oponing Height(for hodmnt68Wspaming mtoolla)
6o In 60 In 70 In so in 60 In 100 In 12o in 140 In 16D In
LL
Rect.ngular T W,,,rg. Redangula Trnp/Td.rg. Rent OUW T p/Tdarg. R.WrOda TyTIUM. Reeter8dn, T,np/Tdan9, ReUangut. Tprrdan9. RBpl.ngula TplTd.rg. Radangda Tr2p7Tdeng. Rml.ngua TplTn.rg. USE RECTANGULAR . e
1.25 c 3.26 Lmdiry lna5rq Lo.drg t-ftp Lmdrg Ln.fmg Lmdrg Loedirg 1padrg Lmdng loadrg Lmdbg Lpednp tnedlrg Lmdrg tmdme Loading t4,eeme LOADING FOR ALL TEE OR
Alumx.B24 Tube S $£ '�4ry_ CONFIGURATIONS,
AND ALL ASSE
mullion 's $ S � �- iS � � i1� � � B � i1 � � CONT ININGAMBLIES
qp �r qqpp .� pypp g8 yip yip qp ( qy SINGLE/DOUBLEHUNG �5
a f t i� 8 � z� d E d � � � S� d Z Z t d WINDOW.
421. 70.0 265 70.0 179 70.0 306 70.0 197 70.0 357 70.0 208 70.0 406 70.0 214 70.0 459 70.0 214 70.0 510 70.0 214 70.0613 70.0 214 70.0 715 70.0 214 70.0 B17 70.0 214 USETRAPEZOIDAL 0
481n 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 70.0 503 70.0 260 70.0 700 70,0 200 70.0 917 70.0 260 70.0 933 70.0 290 /TRIANGULAR LOADING
FOR ALL OTHERS. J
50.625 In 70.0 306 70.0 232 70.0 369 70.0 260 700 431 70.0 282 70.0 492 70.0 298 TOA 654 70.0 308 70.0 915 70.0 311 70.0 738 70.0 311 70.0 661 70.0 311 70.0 984 70.0 311 U-
64 In
641n 70.0 328 70.0 252 70.0 394 70.0 284 70.0 459 70.0 311 70.0 626 70.0 331 70.0 601 70.0 346 70.0 656 70.0 352 70.0 788 70.0 354 70.0 918 70.0 354 70.0 1060 70.0 354 2 00 0
OO In 70.0 305 70.0 all 70.0 438 70.0 326 70.0 510 70.0 302 70.0 M3 70.0 309 Too 658 70.0 410 Too 729 70.0 425 70.0 875 70.0 438 70.0 1021 70.0 438 70.0 1187 70.0 439 LLIm (n 4:13 '
8]117 700 381 70.0 307 70.0 459 70.0 330 70.0 53e 701.0 9117 70A e13 70.0 118 1100 We 70.0 443 m.0 TBe 70.0 462 70.0 918 70.0 461 70.0 1072 70.0 4112 70.0 1225 70.0 482 lv 1
6510 70.0 401 70.0 325 70.0 481 70.0 372 70.0 561 T0.0 413 70.0 642 70.0 447 700 722 70.0 1 478 70.0 802 70.0 1 498 70.0 883 10,0 525 70.0 1123 70.0 529 68.1 1246 70.0 52B _
e
72 In 70.0 430 10.0 362 70.0 625 70.0 416 70.0 813 70.0 464 70.0 MD 70.0 508 70.0 788 70.0 541 70.0 875 70.0 571 69.9 1019 1 70.11 813 58.8 1049 70.0 630 24 1049 70.0 630 Z J,.
76 In .70.0 4112 70.0 386 70.0 561 70.0 445 70.0 647 70.0 498 70.0 739 70.0t47.7
831 70.0 585 70.0 924 70.0 020 59.5 941 70.0 571 51.0 811 70.0 698 44.8 941 70.0 702 u
78 In 70.0 174 70.0 796 70.0 589 70.0 459 TOD 884 70.0 575 70.0 758 70.0 953 70.0 607 68.0 Wd 700 844 55.0 8114 70.0 700 47.1 BB4 60.0 701 41.3 694 86.1 BBB J
OO In 70.0 647 10.0 471 70.0 658 70.0 547 61.4 071 65.3 576 53.7 871 56.2 671 52.9 660 43A 871 488 651 35.8 671 43.1 539 30.7 971 39.7 531 28.9 671 37.9 528 < C4 O f
061n 70.0 683 70.0 501 59.0 500 01.4 518 60.8 68O 60.4 509 44.3 590 47.5 600 13.0 191 35.4 690 39.6 488 29.5 590 34.7 477 25.3 590 31.6 189 10e in 49.7 460 50.0 421 41.4 400 42.8 414 35.5 408 37.1 408 31.1 466 329 xCD g
45.e 441 46.7 400 382 441 39.3 393 32.7 441 34.1 3117 2e.e N7 30.2 N x t]
U) CO
120 In 38] 318 38.8 3N 30.2 3111 J1.0 379 O x 10 6I)
SEE CAR 190-1076 FOR CERTIFICATION. to o
Cl "eco
TABLE 38 AnchorCopedtyTable(Bla) `-' ANCHOR CAPACITY ADJUSTMENT FORMULA: LO g €�a
Srbtimte: 2.Tk Comate 3.5h Cam. Null-CMU Flied CMU PT Woad Maul (DP,,,)X('�CHOR CAP.,,.,,,,,I s ANCHOR CAP...
5.16'Elm 01'55 Elco 918'Elco ira•53 Dm em Sed 1-12 steel m2 6t1e1 MULLION CM.,,.,,,.,/)
AnMa Typo: sets•Dm ulrsm v4•F7ep u6amn 3175'Dm t8roem 114.Oco ublmn Agtf �,�. ) (5) (5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Anchor CIO PNOOm9 Ultamn aGEIc /IVEfg A .la NIO Sted sa.xc 512.0
Edge Oietonm(in). 1• 2-1/.- 1• 2.11.- 3-11W 1• 2.1/.- 1• 2-112' 2' 3118' 2' 0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embednmt n 1.171• 1314' 1.3R• 114• 2• 1-1/Y 1.". 1.114' 1-114• 1-1r4• 1.1/4• .- 1-3113' )are' 3. ACTUAL PRESSURE REQUIREMENT FOR THE
2 And..@475 Min O C M-lad ar Offset Clip(Rg 1). 390 b. 39D 450 b "
. 6906. 1636. 2706. 2101. 357 roe 740 lbs 374 nn 661 IM 9461h 341152 44 lb. 56D Os OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Areba!111.15'MIn.O.0 Tstenmd(a O1b )Cep(Fig.2). 480 6. 70D W RIA WA Wb
A NIA 380 . NrA WA WA NA WA 68212. ees b9 1120 lb. CAPACITY(FROM THE TABLE)OF THE SELECTED
4A-1,-a Min.O.C./(2)2S Angio CTpl I(Fig.3): 78016. 780 ba WD b. 156016c 1896 lb. 640b. SWI[. WA 7601h 748 roe 860 Ih 18921h 692 ba 8856. 11201h MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Ando.®0.54'Min.O.C./ -1-q.Ido.10V Akin(Fig 41 WA WA WA ITA WA WA WA WA WA WA WA WA WA WA 950 o. CAPACITY WHICH MAY BE USED TO QUALIFY
1 AnchorI FCFp(Fig.5). 19516. 19s ba 225 beMs b. 822 b. 135 be 140 b. 1776. 370Th 107 Ib. 332M 4730. 1706. 2211h 2801h ADDITIONAL ANCHOR OPTIONS FROM THE
2 An.h.. 11560..0 C 1 FC6 b
6' 240 . 3501h NIA WA WA WA 1906. NIA NA WA I NA I WA 1 341 Me 1 44211. S601h ANCHOR CAPACITY ABLE
t
FIGURE 1 STANDARD CLIP SHOWN: FIGURE 2 STANDARD CLIP SHOWN): TABLE NOTES: 1.250'
• • • • 1)SEE SHEET 8 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3-5 FOR GENERAL
INSTALLATION METHODS.
11Itl1 I;111 I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE ,�OC-(l ;(�j,� 7��!
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' �:'•�,(GENSF ;FP
ANGLE SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ••.3i��
CLIP MUST SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -34 No.58705 '
BE USED -
IN PAIRS.
:r�-�:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 15 LL'=
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL ^� "O Z 2� LU•= i
FIGURE 4: FIGURES: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624' SL TE OF 4�
• 6063-T5AND BEA MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK
_L "��iC••'•. F1Op10P.•'•�\��
ANCHORS IN 18 O METAL GAUGESHALL
)STRUCTURAL
EXTEND AT EAST 3 SCREW THREADS THICK BEYOND THEM TERIAL 1.25'X 3.25'X.624' '��CS`S�OI�)A4. •`t
• #10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LY�IJ MILLER,P.E. i
FL P.E.#58705
TABLE 4A USE THIS SHEET FOR n
Mullion Capachy Table(R1aRt7) CLIPPED MULLIONS
Opening Width(for verOcaiVspanning mtlnons)or Opening Height(for hodmnta0y-spsnnlr79 mullion)
501n 60InTo In 801n W In 1001n 1201n 1401n 1601n USE RECTANGULAR �
ll.dw,ad.r rmp/rdang. IlacmaGaa, T. no. aanan0der T.pfTdeM. Racl..gd.r Tmprrdap. R..I.Ndm TmpTdmg• Recl.ngd.r Tmp/Td.a9• R0WIIW. Tmprrd.rg. Recmngdm rmp'7d.rg. R-IanGW., T.;VW.rq. LOADING FORALLTEEOR
1.25 x 3.94 Loaaug L-dg L-dg Lp.d2G Loading Landing Landing la.dhg Inad6G Laadirg Lording Loedng L-1.9 LoffinG Landing Lmdi g twdrg La>edi,g CROSS CONFIGURATIONS, a
x.624 AND ALL ASSEMBLIES ��
Alum.Tube & _ _ B &_ �' _ .b' A'_ "_ _ _ a _ £_ T:•_ '_ y�X' CONTAININGA
Mullion �, � � �� � �, �, � � �� } � �� � �� � SINGLE/DOUBLE HUNG rn
AV I I a Ia I ;� � � � � j �a �� �� � �� � WINDOW,
�eo�
N �
42 In 70.0 255 70A 179 70.0 306 70.0 197 70.0 357 70.0 1 2De 1 70.0 406 70.0 214 78.0 459 70.0 214 70.0 610 70.0 214 70.6 613 70.0 214 70.0 715 70.0 214 70.0 817 70.0 214 !TRIANGULAR LOADING Z
FOR ALL OTHERS. O
48m 70.0 292 70D 216 70.0 350 70.0 241 70.0 408 700 259 70.0 497 70.0 272 70.0 525 70.0 279 70.0 683 70.0 290 70A 700 70.0 290 70.0 811 70.0 260 70.0 933 70.0 230 pQp,,
o50.8756 71.0 me 70M 232 70.0 369 70.0 260 70.0 43) 70.0 202 70.0 402 70.0 298 70.0 554 70.0 306 70.0 615 70.0 311 70.0 735 70.0 311 70.0 861 70.0 311 70.0 681 70.0 311
54 h 70.0 328 70.0 252 70.0 394 70.0 281 70.0 459 70.o 311 70.0 525 70.0 331 70.0 591 7Q0 345 70.0 058 70.0 352 70.0 788 70.0 354 70.0 919 70.0 951 70.0 1050 70.0 354 LU Q
80 k1 70.0 365 70.0 289 70.0 438 70.0 328 70.0 510 70.0 302 70.0 533 70.0 389 70.0 ON 70.0 410 70.0 728 70.0 425 70.0 075 7D.0 438 70.0 1021 70.0 438 70.0 1167 70.0 438 CO
63 In 70.0 303 70.0 307 70.0 459 70.0 350 70.0 538 70.0 307 70.0 613 700 418 70.0 6119 TOO 443 70.0 760 10.0 482 70.0 819 70.0 481 70.0 1072 70.8 482 70.0 1225 70.0 402
BB In 11.0 401 10.0 32611.0 481 10A 372 70.0 501 10.0 113 70.0 812 Me 417 70.0 722 10.0 478 70.0 802 70.0 498 70.0 983 70.0 525 70.0 1123 70.0 528 70.0 1283 70.0 629 ? J g �.
726 70.0 438 70.0 362 Me 525 70A 416 70.0 613 70.0 464 70.0 ?DO 70.0 508 70.0 760 Tao 541 70.0 879 Me 571 70.0 1DSD 70.0 613 70.0 1225 70.0 830 10.0 1400 70.0 630
Z J.�
q 766 70.0 462 77.0 386 70.0 554 70.0 445 70.0 647 70.0 496 70.0 739 70.0 544 70.0 831 Too 685 70.0 924 70.0 920 70.0 1105 70.0 671 70.0 1293 70.0 898 70.0 1478 70.0 702 U
i 786 70.0 174 70.0 390 70.0 569 70.0 459 70.13 684 70.0 615 70.0 768 70.0 581 70.0 853 70.0 607 70.0 BIB 70.0 644 70.0 1138 70.0 700 70.0 1227 70.0 732 68.2 1477 70.0 739 Q � U)
W m 10.0 547 70.0 471 TOA 558 70.0 847 70.0 780 70.0 617 70.0 875 70.0 681 70.0 854 70.0 735 713.0 lam 70.0 TOO 59.2 1110 70.0 875 50.7 1110 59.0 570 44.4 1110 02.7 870 N
96M 7110 583 70.0 507 70.0 700 70.0 591 TDA BIT 10.0 063 70.0833 70.0 739 85.0 875 IQO 801 59.5 815 65.4 607 48.8 WO 57.4 789 41.8 978 SM
776
is
1086 7110 656 70.0 580 86.5 771 70.0 fi7B 5&7 771 81.3 874 51.4 771 54.3 684 D' $ o
W
111 6 70.0 674 70.0 599 83.1730 65.0 650 54.1 730 511.3 810 47.3 730 /9.B 671 (p 2'M
120[n 599 824 61.0 689 49.8 8N 51.2 660 C' K
144 b, 747 137 35.7 400 7a9 433 ?13.4 395 1111 N O
SEE CAR 190-1077 FOR CERTIFICATION. v to'
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: 8
ANCHOR CAP.,,c,,,,, 6
Anchor Ca ecl Table(lbs) (DP,)X( )=ANCHOR CAP.,,
6uMlrale: 2.7k Coiff1b,
3.5k Cana. bl.11-CMU FIO.d CMU PT Wood M.1.1 MULLION
�,pa, &19'E6o 114'99 Eko 1119•Eke 1/4'6s Eft. 810 sled 012 S1ae1 e12Ske USE THIS FORMULA TO OBTAIN THE'ANCHOR i
Ary 31Ie'Elco Nlncon Elea lMacan 3'16'Elea UVBCOn 1/4'Elea 101,.Can f
Anchor Clip Patterns maeCm ne9�•cmor u5mcon ADGraca., scmw(ds)scmw(cs) samw(c5) CAPACITY REQUIRED'CORRESPONOINO TO AN
Edge oi.hnee(In) 1' 2-171' 2.112• 31/B' 1' 241r 1' 2412' r 3-1/8• r 0.45' o.e4- 0.324- ACTUAL PRESSURE REQUIREMENT FOR THE
En6edmml Ill): 1-314- 1-314' 1.314' r 1.114' 1.114' 1.114' 1-114' 1.114' 1-1/4' 2' 1318' tale• v4da5
OPENING,WHEN IT IS LOWER THAN THE MULLION
2 Anchor®4.76'M6.O.C.I Standard orOhal alp n.1) 3DOIbo aeo R. 8001b. 18441bo 2701154 29011. 354 6. 740tb. 37411. ee/k. DI86. 341 b. 442 en 560 k. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchors®1.15MIA O.C.I Standmd(orO85s0Cilp(Fig.2). 4801bs 700 63 WA N/A WA 3801tn WA WA WA WA WA 662 63 B651M 1120 be MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Ancm®3'M.n.O.C./(1)2.5 An&CFp.I(FIG.3). 760 Ib. 780 Sn 7590115. 189616 51064 560115. WA tell IfA 748 iba SOO ltd ta9z lb. Oez ba SeBIle ltzoIn CAPACITY WHICH MAY BE USED TO QUALIFY
4 A l,w.00.51'Mm.O.C.r UCip,1.!x.100'Alm IN.4): WA WA WA WA wA WA WA wA BPA NIA WA WA NIA 1287 n. ADDITIONAL ANCHOR OPTIONS FROM THE
1 Anchor I F421p(FIG.5): 195 ks 19563 4451b4 ea16 135104 t101b. 1771x. 37016 18716 33265 47365 170M 221M 28016 ANCHOR CAPACITY TABLE.
2 Anchor.1$1.75'Min.O.CJ F-Oip(Fi.0): 240 k. 3506. WA WA WA 780115. WA WA WA WA WA 3413. 442 m 680 n.
-1.250'
FIGURE 7 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
INSTALLATION METHODS.
lII IIIf11
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. , �1y LYNN ''
FIGURE 3: 3.94' �\��..•'•�CENSr; '•.F'P
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •' ••.sr
BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z Ido.58705 ,
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND !r'Z
FIGURE 4: FIGURE 6: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL %-0 LA' `L 23 )S •.UJ=
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE S TE F
• • 6063-T5 AND BEA MINIMUM OFA 00'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _624,� �'O� '••.•FLORiO?;••�(���,�
• • • .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THICK AND A36.ALL %G`S„•••••••' � 1, I
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ��r,�IONA�- ,
#10 ANCHORS INTO WOOD MAYBE STEEL,1 B-8 S.S.OR 410 S.S. 125-X 3.94-X.624' A.LVISN'MILLI='R,P.E.
•
MULLION FL P.E.#58705
,.250' 740. USE THIS SHEET FOR
� 125" CLIPPED MULLIONS
1.250' 1.250" I -+i 1--.125' a!
I a
d o
I
I'd
'125 STANDARD CLIP
2.000" 6063-T6 ALUM. 2.125" LX.�A.Ir'GLE CLIP
3.94" UC
2.000-
X-SECTION 78 ALUM.
6083.78 ALUM. ICTION ,125" Of
3.250" 3.250" I .125 I XSECTION L
-.100" -.100' -.100' orc
125'r z
z
-)' '�' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE O
.100' 624" 624' DASHED BOUNDARY.SEE TABLES 219-48 FOR THE J Q
�_ -� ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR Q..
--I .820' F- --1 .820't- -'i .820" 1- HOLE DIAMETER=ANCHOR DIAMETER+1/16'. m a
1.25"X 3.25'X.100' 1.25'X 3,25"X.624' 1.25"X 3.94`X.824' 5.500' CIIT HERE TO 375" 5.000" 375" ZD fomD
MULLION MULLION MULLION 375• 3.125' -1 -CREATE F•CLIP,SEE
6D05•T5 ALUM. 6005.75 ALUM. 6005.76 ALUM. CREAT F,S LIP.S r rt } MIN' Z
X-SECTION XSECTION X-SECTION MIN. I - - .375
I CENTEROF ----------- ,375'
r-___---1 r_______-1 f___-_-_-_ l z
INSTRUCTIONS: i i I i j ANCHOR HOLE
i MUST LIE WITHIN MIN.
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE ' I THE DASHED
I I I I I I BOUNDARY.SEE I I
OPENING USING THE ASCE-7 STANDARD. I I i I F 1 TABLES 28-413 I I Q U m 1
FORTHE -J--------I U o
2 CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE i i i i \J ANCHOR O.C. F i i W Q gob j
FENESTRATION PRODUCTS FRAME DEPTH. I F" MAXIMUM DISTANCE I i W Z
3)REFER TO SHEETS 6.6 TO DETERMINE IF THE WIND LOADING IS i i I i I ANCHOR HOLE j o � o Y I
"RECTANGULAR"OR"TRIANGULAR/TRAPEZOIDAL". I I I I I DIAMETER= I I o -1 LO U I
L_.. L--__-__.� .. .- ANCHOR L---------------------: 117 7
4)FIND THE CHOSEN MULLION'S MULLION CAPACITY ILBSIFT')FROM DIAMETER+1116'. - O. IT o co
TABLES 2A THROUGH 4A,ON SHEETS 6 THROUGH 8 RESPECTIVELY, `- 2X5 ANGLE CLIP $ ,u''0 s
USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT rp STANDARD CLIP U-CLIP 8083-78 ALUM. u7 c�m
(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR CENTER OF ANCHOR HOLE MUST UE 6083-T6 ALUM. 6083-76 ALUM. TOPVIEW H �rc
HORIZONTALLY).THE MULLION CAPACITY(LBS/FP)OBTAINED SHALL WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW
MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FTI)FOR TABLES 213-413 FOR THE ANCHOR O.C. I
TABLE C I
THE OPENING OBTAINED IN STEP 1). DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In)For6lulllon:
DIAMETER=ANCHOR DIAMETER•1/16.
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 D.750 X.100"
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY 5.500"-- -j Aluminum
H 1.500 Tube Mullion
75
THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION .376" I
CAPACITY. MIN. .3
F 1.938 1.25'X3.25' I
X.624'
6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND r--- -- -----, O 0.600 Aluminum
I
USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE I I I H 1.436 Tube Mullion
ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN F 2.625 11.25'X3.94-1
ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR I I I I
X"I"
CAPACITY IS MET. i 1 ' I 3.25' G 1'125 Alumnum
7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS
I I I H I H 1.500 Tube Mullion
HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE i i i i 1 t l t f l l l 1 I r
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT I I I ------ �.`��Ctj'(• I`IN
'--------J G
FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH I ��cl
TABLED Q •.• �AGEN ''.,lF
THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED F •,Q
FOR THE SAME SUBSTRATE OFFSET CLIP Mull Dimendon PGT Pert I 7•S" -
8063-T6 ALUM. (sheet 11 Mullion Std.Clip Offset Clip U•Cllp Angle Clip - NO.56705 -
8)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE TOPVIEW
FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL .740'-t -I 1.25"X3.25'X.106"(6) 2D16D 6fi61127M 6661124M 6862410M 8665115M
MULLION CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE 1.26"X3.26`X.624 (8) 20161 6661126M 6861125M 8882411M 6666116M "7J 2, Pao,,I S 0:
LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED 1.25"X 3.94'X.624'(7) 20162 6601117M 6881126M 666241M 666517M �-(� '; •
FENESTRATION PRODUCT ASSEMBLY. J;��� OP
9)
9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC v��""" NG`,
APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR A PERMIT. , NAL
A.LYNN MILLER,P.E.
FL P.E.p 58705