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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL17519-R3
Application Type Affirmation y�
Code Version 2017 d
Application Status Approved i JUL 0 9 2020
a
Luck-County, Perrmnitting
Comments
Archived COPY
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext22318
druark@pgtindustries.com
Authorized Signature Jens'Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Add ress/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
Equivalence of Product Standards
Certified By
1 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 {DYes '.'No �-DN/A
FL17519 R3 COC Compliance Statement.oddf
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2f... 2/20/2018
Florida Building Code Online Page 2 of 2
Date Submitted 11/15/2017
Date Validated 11/15/2017
Date Pending FBC Approval
Date Approved 11/18/2017
Summary of Products
FL# Model,Number or Name Description
17519.1 5400/5500 Series Mullions Clipped/Unclipped Mullions
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17519 R3 C CAC 190-1075CAR.Ddf
Approved for use outside HVHZ:Yes FL17519 R3 C CAC 190-1076CAR.pdf
Impact Resistant:Yes FL17519 R3 C CAC 190-1077CAR.Ddf
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 anchora.ge information. 01/10/2019
Installation Instructions
FL17519 R3 II 54xx-55xx Mulls.pdf
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
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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
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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,FS.must provide the Department with an email address if
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supply a personal address,please provide the Departrent 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 dick here.
Product Approval Accepts:
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYdg2pQD/o2f... 2/20/2018
GENERAL NOTES,UNCLIPPED 540D/5500 MULLIONS: USE THIS SHEET FOR
® n N
UNCLIPPED MU
LLIONS �an
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
SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST �'• a
OPENING WIDTH,MAX.127-1/4'— 127-1/4' OPENING WIDTH,MAX,127-I/4• � O
INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED.MUST BE ANCHORED PROPERLY TO do
1-1/1'MULLION'I FOPENIlIGWIDT",MAX,WIDTMULLION It WIDTH1ULL10N WIDTH ULLIONTRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ' "wIDrH �I`wIOTH �rwlDrH �rmorn �
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE I i II __-_
MULLED UNITS. III 1111 I I Q1
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS N a
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONSARE CALCULATED TO DEFLECTNO MULLION I I MULLION II II I fn
MORE THAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.0 LOAD LENGTH. /r I �/ LENGTH, II j /�/ j II /,/ I Z
DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. MAX I I MAX t/ 11I 1// 11111"/ I I O
63' 1 03' III IIII II J Q
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE I I III IIII j 1 _ 6
SCOPE OF THESE INSTRUCTIONS. /t II II I op
6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO r-____ j
L L
DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET. II I F
FOR MULTIPLE UNITS,CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN R MULL I--OPENING WIDTH.MAX.127-1/4'--I a PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR TOWINDOWCONNECZ E
FENESTRATION PROUucis SHALL APPLY. SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS g p
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD J J
BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS Q = m SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR W : a
MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MULLION LENGTH, p
0
7)MULLIONS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ADDITIONAL WINDOW ANCHOR r MAX.03' W aW S B
BUILDING CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT THROUGH THE FRAME FOR rr-__-____=-�1 r0 (L p
APPLICATIONS ARE LIMITED TO WINDZONES 1,2 8 3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO EQUAL-LEG/BOX a FLANGE FRAMES. 11 I I o zi p Y
SEE SHEET3 FOR NAIL FWB I I O to (n
BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. J-CHANNEL FRAMES,i "no z p p
8)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN L\\\\\\\\/ 4f�j�7 7 �JI 1-u4• p IRO
AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS I-+I'/ -I•- MULLION to w r
APPROVAL MAX.10' 1 ____ - 1 WIDTH � � .
i----t -----— { OPENING o�rc
9)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER HEIGHT,
_�_ _4_ MAX.
TO FLORIDA PRODUCT APPROVAL#261. 127114'
MULLION LENGTH,
MAX.63' OPENING -+I- _rl_ MULLION
HEIGHT, I ---------- I WIDTH
MAX. ----------- i
1.250'--1 127-114' i
TABLE 1
Mulllon CapacityTable Ibeftl2
1.25x 3.29. Openi rig Width or Heigh up to 127-1/4" MULL MULL
MULLION I MULLION
ADOAIUm. All Loading Types —f WIDTH -_-rL WIDTH
Tuba Mullion Mullort Capadty A=h..Oe Requltement OPENING I r
3.260'
Instel4 additional vAndow HEIGHT,
aL
100" C arclrons through the"Ind"
OPENING
v � 12�4' HEIGHT.
,
�1Q0IDdR7 hamea At 10'max.to each aids
a -70.0lbslftF.R ' of the muilloNhame assembly 127-1/4' `1 IIIII ,
tube tend this sheel.See 6gums m �0 •1-YNN
C•. 4\CcNSC
--I .820 — r SEE CAR 190-1078 FOR CERTIFICATION. ¢ ;
1.25"X3.25'X.100'
MULLION NOTES FOR UNCLIPPED MULLIONSWRAME ASSEMBLY TUBE: -
600S.T5ALUMINUM (- C
1)NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. AT3�`J [V E
2)NOTTO BE USED IN CROSS OR TEE CONFIGURATIONS,SEE NEXT SHEET. SINGLE HORIZONTAL MULTIPLE HORIZONTAL �:O'� F P•.•' \�'
'• CGRIV G
MULLION MULLIONS
A.L`/NN MILL•E�,P.E.
58705 I
I
GENERAL NOTES CLIPPED 6400/5500 MULLIONS: USE THIS SHEET FOR ® �
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE CLIPPED MULLIONSx
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE WIDTH OPENING WIDTH --OPENING WIDTH �o� a
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF � {{,��
USED,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 1-1la•InULLIDN �1-1lq'MULLION�.I 1-1la'MULLION 1-/4'MULLIONY�� o
FOPENING
-lr,-DTH �I WIDTH I�wIDTH ��-wior� u�o
j
2)THE TYPE AND NUMBER OF ANCHORS 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 IF
NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CUP. rn
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED II
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED MULLION MULLION Ili I II I I I
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. LENGTH �/ LENGTH r I i % i II i i' i I Z
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I i I I ii I I
INSTRUCTIONS. I I I I D_
II IIII II u_
5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES I I I I I o
AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET.FOR MULTIPLE UNITS,CONSIDER ONLY TWO -- _= =__-� LU In �
Z
ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE SEESHEET3FOR MULL `—OPENING WIDTH--I I-- O
OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.. w cawgEULL � J o m
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
7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST O
NOTES FOR CLIPPED MULLIONS: MULuoN LENGTH-1 0_ 1D
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT � � Q d AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS. 1)FOR MAXIMUM SIZES,SEE TABLES -____----- 11 (n J o
2A-4A. I I I I W U?.f. a
bi CD it
8)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING j I I ED N uT $ 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 I co
1,2&3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS ON USING TABLES 2A-4A. MULUON CLIP I I I I 1_i!q• o X o Y
HAVING CURRENT APPROVALS. I I MULLION o w y
3)CLIPPED MULLIONS MAY BE USED --_-_- WIDTH w
9)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING FOR ALL WINDOW TYPES.FOR CLIP -— j I o o O
I I O V
WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL. ANCHORAGE,USE THE SAME OPENING I I i I HEIGHT LO F g m m ANCHOR AS WINDOW ANCHOR.
10)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER TO FLORIDA I I I o H
PRODUCT APPROVAL#261. I I I I 1_vq•
MULLION LFJg07H—y OPENING I -_-_
__--- rWIOTH
OPENING WIDTH FOR SHAPES D INS
HEIGHT
INSIDE I^---HORIZOMAL MULLION LENGTH -I —(
VERTICAL MUlUON INSCRIBED RECTANGULAR SHAPE
7--
MULLION MULLION
WIDTH
I
VERTICAL OPENING I
OPENING
OPENNG MULLION OPENING HEIGHT HEIGHT
HEIGHT FOR LENGTH HEIGHT FOR I
HORIZONTAL HORIZONTAL
MULLIONS MULLION VERTICAL �/ f
A MULLION I I II
7• LENGTH
� ��. •. �\(BEN$F � {�.
rfo,58705 _
I 1-114'MULLION _� _1-1(4-MULLION 1-114-MULLION - fF�.
'WIDTH WIDTH WIDTH SINGLE HORIZONTAL MULTIPLE HORIZONTAL ULLIONOPENING
15 LENGTHHORIZONTAL _ __WIDTHFOR__ MULLION MULLIONS -� ••F- MLLLIIOH -- STA �� f
VERTICAL %��
L OPENING WIDTH MULLION ,�(. .FLORIOf:•'•(�\�� i
FOR VERTICAL MULLION '! ���r�NF\`,
CROSS MULLION CONFIGURATION TEE MULLION CONFIGURATION A.LYNN WLER,P.E.
FL P.E.#58705
t
t
CROSS-SECTION MULLION EXAMPLES USE THIS SHEET FOR m ^
CLIPPED&UNCLIPPED �� ti
MULLIONS � 5
SHALLOW FLUSH SHALLOW FLUSH g�o.0,l
,-MULL FACE CAP MULL FACE CAP S!La N O
ream azotn�
qY
+I A Z Y U
FLANGE FRAME SHOWN, I EQUAL-LEGIBOX FRAME LL
MAY ALSO BE INSTALLED SHOWN,MAY ALSO BE
AS AN EOUAL{EGMM Q INSTALLED AS A FLANGE Q
FRAME(SEE FIG.2) FRAME(SEE FIG.1) co
O
� LL
co
LJr,
IIIF���1�
m
�O DL✓ m
EXTERIOR DEEP FLUSH I EXTERIOR Z U) $ g
MULL FACE CAP- �Eny Z.@ 6
420178 V 0 0 0
V � J In
X FIG.1:1.25"X 3.25"X.100"MULLION&FACE CAPS ) FIG.2:1.25"X 3.25"X.624"MULLION&FACE CAPS 0) g
w a10
D' 8
MAY ALSO BE INSTALLED _._.________.____-__________ ________________________________________________.__.- Tn a
DEEP EXTENDED TOWARDS EXTERIOR. I FIG.4:MULLION END CAP EXAMPLE o J CDY
MULL FACE CAP I I p U Lo Tn
070775 I' Z .
O
MULLION ENO CAP TO SPAN BOTH
INSTALL 1 ADDITIONAL NAIUSCREW
_ oo to
EOUALiEGlBO%FRAMe I - THROUGH THE NAIL FIN ON EACH SIDE V to a O m
WINDOWS.ADHERE WITH SILICONE. OF THE MULLION/FMME ASSEMBLY �'
SHOWN,MAY ALSO BE I a'
TUBE CENTERLINE.
INBTA ME(SEE
FIG.1) Q I F 'E
FRAME(BEE FIG.t)
I
1 h _ ------------
NOTES FOR MULLION END CAP:
1)APPLIES TO FIN OR
1 J-CHANNEL FRAMES.
___________ 2)REQUIRED AT HEADER AND
JAMBS.
o�D D EXTERIOR EXTERIOR 44/r/
3)PICTURE WINDOW WITH
VERTICAL MULLION SHOWN,
DliEP j SIDE VIEW j ALL WINDOW TYPES AND
MULLION ORIENTATIONS
MULL ACE UCAP \_MAY ALSO BE INSTALLED APPLICABLE.
p20178 TOWARDS INTERIOR. 1
MAY REQUIRE 1 SEE CROSSSECTION MUWON m
EXAMPLES,FIGS.1.3.FOR
FIG.3:1.25"X 3.94"X.624"MULLION&FACE CAPS T N-FlELDTRIIMMING WINDCWTOFRAMEATTACHMENT.
(0 ......n„<<��
t.e4B• ��\ '��CENSF 1
NOTES FOR MULLION TO WINDOW ATTACHMENT: 1• VERTICAL MULL TO NO jg705 '
1)RECOMMENDED ANCHOR LENGTH=MIN.314" 1 �-- STRUCTURE _
2)USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL. i --!.TSB•V-- FRONT NEW '5T
a_
MULLION END CAP - y�or.
3)PICTURE WINDOW WITH VERTICAL MULLION SHOWN,ALL WINDOW TYPES AND RIGID PVC O'�••'• F[OTiVO(�MULLION ORIENTATIONS APPLICABLE. I tC ..,.•. �G�`
2X SIDE VIEW
4)IF APPLICABLE,NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW NA
t
d.LYNN MILLER,P.E.
FRAME MEMBER BEING MULLED. FL P.E.#58705 I
t
USE THIS SHEET FOR ® „
CLIPPED MULLIONS 5
o�
DETAIL A: DETAIL B:MULLION MULLIONS
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BUCKSTRIp TYP.ANCHOR 41
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, of
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERSATTACHMENr SEE SEE TABLES 26A0if
SEE NOTE 1, O
SHEET 1.
///—_ MIN 2.7 KSi EDGE Z
EITHER THE /l\\\'l� I I - I'I I CONCRETE OR CMU ••
STANDARD OR / �\ \1 \ I I1 � SEE SEE TABLES D STANCE, OJ
OFFSET MULL a EDGE I \ -•1
CLIP MAY BE \\\ I ' \ DISTANCE (.� .. \ '\ I e\ OR MASONRYE 2B-0B LL
�m
INSTALLED BY m \.\\�\ I I I \ ���7-FOR WOOD ��\�\ I I �u ANCHORS a
\ n rHISMErnoD. SIDE VIEW m co ro
EIrHERTHE F- F-•
STANDARD 0 2 L) m
\ OFFSET MULL Z
° da CLIP MAYBE Z o 8
d I EXTERIOR INSTALLED BY F—
/ d ° EDGE _ / THIS METHOD. VJ(Y u
\ ° d DISTANCE 4 J z
FOR_. a �A Q Z m
MASONRY ° \. °�/ �,/ W O a
THE OFFSET CLIP IS ANCHORS j7
1I RECOMMENDED FOR Q 90
EXTEROR �\a° I FINFRAMEDOR ° I W J o S
/ BUT MAY ALSO BE //----
USED FOR OTHER O N h 0)
FRAMETYPES. L0 Z O O
ITVP.ANCHOR O'e V U)
/—PERSUBSTRATE. a}.c IN mO s.
TYP.ANCHOR SEE TABLES 2BAB
TYP.ANCHOR /-PERSUBSTRATE, / BUCKSTRIP
�PERSUBSTRATE, / SEE TABLES 2BAB AND
1 %' / /
SEE TABLES 2B4B EDGE+END
DISTANCE l ATTACHMENT
TABLES EMBEDIMENT' ' BY OTHERS.
SEE
EMBEDMENT / BUCKSTRIP 2BA8 1 •.:• SHEET 1 1.
AND
ATTACHMENT � - ••. ,• I
BY OTHERS MIN 2.7 KSI CONCRETE OR CMU
SEE NOTE I,,
SHEET 1. rMULLION FRONT VIEW
SIDE VIEW SEE SHEET S FOR
FRONT VIEW DIRECTLY TO M
HOLE LOCATIONS MAY ALSO BE INSTALLED ryp.ANCHOR
AS
ONRY: !
-PER SUBSTRATE, -
o / SEE TABLES 25AB
o �
INSTALLATION NOTES: L.250•MAX FOR EMBEDMENT 1
ALL MULLIONS , , 011111 • t!}
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 •� `Z`v`-• C.ENSg '`�
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �'
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE - �;•;: j8105
FOLLOWING SHEETS.FOR DETAILS A-C.EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 11o.
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. �� \S LW;
4 WOOD BUCKS ARE OPTIONAL SEE DETAIL B THIS SHEET. Acol
•'\L i
A.LYNN MILL'Eft,P.E.
FL P.E.#50705
i
USE THIS SHEET FOR
DETAIL C: DETAIL D: DETAIL E: CLIPPED MULLIONS3h
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP MULLION TO MULLION
(F-CLIP) (ANGLE CLIP) INTERSECTION ZYmf o
(U-CLIP) NOTES FOR INSTALLATION OPTION E: ao w j
SEEHEE DETAILS S B, U
ST 4 FOR INSTA ALLATION 13,
^TO SPECIFIC SUBSTRATES. VARIES1)MULLIONS MAY BE INSTALLED IN'TEE'OR"CROSS"CONFIGURATIONS.
MULLION O
2)U-CLIP MAY BE INSTALLED In
HORIZONTALLY(SHOWN)OR a
\ / TOP VIEW VERTICALLY, O I
\ / MULLION J i
VARIES i----{ j �$ 1
Mil STEEL SCREWS. m O p
l� i--SELFDRILLING OR PREDRILL LU rn c
MULLION AND USE SMS Z to
OEXTERIOR i 1 MULLION c m
W g $ E
I TYP.ANCHOR \` Z H $
j STANDARD MULLION CLIP 1 I —PERSUBSTRATE• / pU
MODIFIED TO FIT FIELD 1 SEE TABLES 28-0B LINTERSEC710N
` CONDITIONS. 1 U•CIIP ,-J Z r.
1 EXTERIOR Z M
I O° o
Q a
-MULLION ^1 I I W J Op0 p I
1 I I
I I 1j I .J
I 11 I c Q O
2"X5•X.125• FRONT VIEW c)) N u)
ANGLE CLIP. I
\` ` ��\ I I I MULLION END, z O O O MUST t
\\ I 1 I MUST BE IN STALLED O..
I I INSIDE OF MULL. IO
DETAIL F: I
-TYP.ANCHOR \ \ MULLION ATTACHED TO
\ PER SUBSTRATE, 1
y\ SEE TABLES 2B411 STEEL STUD
\ (STANDARD CLIP SHOWN)
INTO WOOD,STEEL STANDARD CLIP TO BE EXTERIOR \ STRUCTURE
ALUM.CMU OR MASONRY MODIFIED IN-FIELD. �����I//////
TER
HOR
PER SUB SUBSTRTR
ATE. �
EXTERIOR � SEE TABLES 28413
0.
I t
® INTDWOOD,STEEL,
ALUM,CMU OR MASONRY '1 - / \
EDGE / -MULLION
DISTANCE t
PER
ANCHOR \\l�\111111/��� j
EDGE �i`-r-—(§1 ti I(
DISTANCE—�- (, • /
PERANCHOR I ��`rc`'�GEN$C•'(��
FOR STEEL STUDS TMINNERTHAN \1C V i
FRONT VIEW \ 16GAANDCOMPLIANT WITH THE FLBUILDING �p
-CODE,A 2XWOODBACXER MUSTUSEO. f�C 58705
ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECS - -
NOTES FOR INSTALLATION OPTION D: ck-p I5
%� TEO-
TE 1
- 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE NOTES FOR INSTALLATION OPTION F: 'C^'••' FCOPIOF' .��C�` t
INSERTED INSIDE OF MULLION. C9
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD
ANCHOR VALUES MAYBE USED.
A.LYNN MILLER,P.E.
FL P.E.#58705
i
TABLE 2A USE THIS SHEET FOR
Mullion Capacity Table(Ib9Rt1) CLIPPED MULLIONS °'" 1.
xn"4� s
Opening Width(for ty-sparvllrg mllliom)or Opening Height(forllodmntaWsparining mli0ons) OR LL
501n 60 In 70 m 80 n BON I W in 120 in 140 in 160 In m-„( O
125 x 3.25 R1n"0"h` TaprTuarg. Rectangular Tm(dTnarlg. Ralarguiar Tmp/idarg. Reetengular Tap+h]2144
ReCtnrg ft, TmpTdang. Ractangda TrapTnang. Rectangular TrW/TMang. R=Wngula Tapmnarg. Raelarguiae Tmpmarg. USE RECTANGULAR °
x.100 Lowing lnadirg Loadng Lowing Lmdng Loafing Lmang LoaLoading LoacO g Loadng Loading Loadng Lpatlkg Lmdrlg wwing Loa Ing Loadig LOADING FOR ALL TEE ORCROSS
Alum.Tuba �• .ar r r r r r r r r a-. r ,a p ta• r r r_ r ,F r r r r r r AND ALL ASSEMBLIES CONFIGURATIONS,
Mullion s & o g ( a a pg as g g `� g `� g� g
^ i14 if 8cS i) c7` 3 c9 i7^ "J cT L7a CONTAININGA
.§' §' §"- §•$ $ _S�_ $g §"' $ .§•r § ¢ SINGLEIDOUBLE HUNG
¢ a ' 22 �$ WINDOW-a:� a E_. arc E� a z; a := arc o: a 2'.o a s� fI a 3� a¢ Ea a42 in 70.0 255 70.0 179 70.0 306 70.0 197 70.0 357 70.0 208 70.0 4D8 70.0 70.0 459 70.0 214 70.0 510 70.0 214 701) 613 70.0 214 70.0 715 70.0 214 70.0 817 70.0 214 USE TRAPEZOIDAL z
LD
48 in 70.0 292 70.0 218 70.0 350 70.0 241 70.0 409 70.0 259 70.D 467 70.0 272 70.0 525 70.0 27a m.0 50 70.0 280 70A 700 70-0 280 700 817 70.0 280 70.0 9M 70.0 260 rTRIANGULAR LOADING
J
50.8251n 70.0 308 70.0 232 70.0 369 70.0 260 70.0 431 70.0 282 70.0 492 70.0 288 70A 554 70.0308 70.0 875 70.0 311 7D.0 738 70.0 311 70.0 861 70.0 311 65.9 927 70.0 311 FOR ALL OTHERS. LL
IL
69 In 70.0 328 70.0 252 70.0 394 70.0 289 70.0 459 70.0 311 70.0 526 70.0 331 70.0 591 70.0 345 70.0 656 70,0 352 7D.0 768 70.0 359 66.2 e69 70.0 351 57.9 889 70.0 354 2 O C
O
BO In 70.0 385 70.0 289 70.0 436 70.0 328 70.0 510 70.0 362 70.0 583 70.0 389 70.0 856 70.0 410 70.0 729 70.0 425 59.7 748 70.0 438 51.2 790 70.0 438 44.8 748 70.0 438 m (V m
831n 70.0 3W 70.0 307 70.0 459 70.0 350 70.0 536 70.0 3B7 70.0 613 70.D 418 e8.7 677 70.0 443 615 577 70.0 462 51.6 077 70.0 481 44.2 677 70.0 402 35.7 677 70.0 402 1=" W
in
70.0 401 70.0 325 70.0 481 70.0 372 70.0 561 70.0 413 17 70.0 447 59.0 617 70.0 476 53.8 617 68.7 489 44.8 617 64A 483 38A 617 63.7 482 33.6 617 63.7 482 CL z' m
72 in 70.0 438 70.0 362 69.1 518 70.0 416 59.2 518 65.2 432 51.B 518 58.8 425 46.1 518 54.2 419 41.4 518 50.7 414 34.5 518 46.6 408 29.6 518 45.0 405 25.9 516 45.0 4C5 J gg m -
76 in 70.0 462 70.0 386 58.7 465 62.6 398 50.3 485 51.9 380 44.1 465 49.4 384 39.2 485 45.3 378 352 465 422 374 28.4 485 38.3 367 2S2 485 38-5 364 22.0 465 36.2 363 e
�o u
781. 652 441 68.0 387 54.3 "1 57.7 379 46.6 441 50.6 372 40.8 MI 45.4 366 36.2 441 41.6 380 32.0 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 346 20.4 441 32.7 345 Ln
J O
90 in 42.4 332 43.8 2B5 35.4 332 37.0 289 30.3 372 32.3 284 26.5 342 28.8 28D 23.6 332 26.1 276 21.2 332 24.7 272 17.7 332 21.3 2fi6 15.2 332 19.6 262 13.3 332 18.7 260 Q _O
96 In 35,0 291 35.9 260 29.1 291 30.3 256 250 291 26.4 252 21.9 291 23.5 24B 19.4 21)1 21.3 244 17.5 291 19.5 241 14.6 291 17.1 238 12.5 291 15.0 232 I1J x C
108 in 24.6 230 25.1 208 20.5 230 21.1 209 17.5 230 16.3 201 15.4 230 16.2 19B 117$ 9O c
1111n 22.6 216 73.1 197 16.9 218 19.4 194 18,2 216 16.8 191 lU N 14.1 216 14.9 16B rn Ca
120 in 17.9 187 18.2 170 f4.9 187 1 15.3 16T O x O Y
SEE CAR 190-1075 FOR CERTIFICATION. LO N
O O
o O
TABLE 2B O ..
U)
Anehor CapacityTable(Iba) �mx
--------- ANCHOR CAPACITY ADJUSTMENT FORMULA: m
Subslmle: 2.7k Concrete 3.5k Cane.I Hollow CMU Fined CMU PT Wood MOO ANCHOR CAP.,,,.,.,
(DP,,,)X( )=ANCHOR CAP.,,"
5/i6•Elio 114'SS Eleo 5'16'Eko 1/4'SS Etco 010 Steel 012 Steel #12 Steel
Archer Typo: 3/16'Elm Ult. 1(4•El-I/llmcm uumcm 3/ie Elm to.- 1/4'Eko Unteoon USE THIS FORMULA TO OBTAIN THE"ANCHOR
Anchor Clip Peheme AggmGatm Utmmn AggmGalor Serew(G5)Semw(G5) Semw(G5)
Edge Olalance(in): 1" 2-1/2' 1" 2.1/2' 3.1/8' 1" 2-10 r 2-1r2' 7 3418' 2' 0.48• 0.54" 0.324" CAPACITY REOUI RED'CORRESPONDING TO AN
Embedment(in. 1-Y4• 1-14' 1.314- 1-314• 2' 1-1/4• 1-114' 1-1/4' 1-1/4• 1-1W 1-1/4' 21 1-1/a• 1-LD" -iw ACTUAL PRESSURE REQUIREMENT FOR THE
2 Andros @ 4.75•Min.O.C.I Stende d or Offset Gip(Fig./): 390 lb. 390 In 453 Ibs M ib, 1644 roe 2701be 280 Iba 3541bs 740 Im 374lbs 664 lb. 9461ba 341 tbs 442 lbs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchenl @ 1.15'Min.O.O./6[an0ard(or Oibet)Gip(Fig.2): 4W los 7W Ibs WA WA NIA WA 380 tbs NIA NIA N/A NA WA 6B21Ds 8851bs 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Ancbem Q 3'Min.O.C.I(2)2a5 Angb Chpa I(Fig.3). 7801bs 780 Iba 6133 m4 1660lb4 IB961be 6401bs 560 me WA 760 lw 74B lb. 6801bs 1892 @s 6821bs 885 lb. 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Anchors®0.54-Min.O.C.I NClip,InIc.100'Alum.(Fig.4): WA NA WA WA NIA NIA WA WA NIA WA WA WA WA WA 950lbs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Archer/FClip(Fig.5} 1%roe 1951ba 225 bs 445 ins 8221bs 135 Ibs 1401ba 1771ba 37D Ib, 18711s 232 lbs 473lb, I70 lbs 221 lb. 280114 ADDITIONAL ANCHOR OPTIONS FROM THE
2 AnchmC 1.15-MIn.0,C./FClip(Flg.6)r 240 Ibs 3501bs N/A WA N/A NIA 190 ins WA NIA WA I WA NIA 341 Ibs 442 Ibs 58D lb. ANCHOR CAPACITY TABLE.
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
INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. pN•�' 1 1// "i�i(,........ i
FIGURES a�`.' EN3 •'•�F�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250'
CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS -x
BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 5870T_1
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - r 0:
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL .100" =-9 w-
FIGURE4: FIGURE 5: FIGURE 6: V✓�
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ��'�•••. StATE OF •'���-` i
• 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND % ... F'l.O RIO G
�:•'• .
.045"THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL `; •• ../ \L
1.25'X 3.25"XA00' �( + �L ,•
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION �/r7t r C'J~1•,,, j
#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNNtwLLER,P.E.
FL P.E.#58705t
TABLE 3A USE THIS SHEET FOR
Mullion Capacity Table(lb9m) CLIPPED MULLIONS 7 F
Opening Width(for venically-spanning mllYOro)or Opening Height(for h0gmntally6spanning munonLs) g�-
501n 60 in 70 in 801n g0 h 1001n 120 In 140 in 16D in oo x 44 a
Z�0' LL
Rnclnngawr Tmp/Tdang. RndanOWtr TmiJTtlarg. Rn rgabr Tmp/Tnang. Rmlaf011ar TmpnTrlag. Recenrgdar TmNTi-g. Reclengalnr Tmprrdang. Reelmoulnr T lJ
125x 3.25 mprt4arg, 12on:1ano<na Tmprtdarg. I4eetargJar r vrraa�. USE RECTANGULAR Igco
x.624 Louring Loadng LwdN Louring Lwang Lnaling Lwdng L4adiq Laad� Loafing Loadng Loading Lwdng Luedirg Lwdng lmamg twang Loafing - LOADING FOR ALL TEE OR Sid w
CROSS CONFIGURATIONS,
Alum.Tube H
D 4' �' zAND ALL ASSEMBLIESMullion 5 S B 8B ` B ` 3� � g � CONTAINING m
6 ��� 6g ��3_ ¢3 �� pp7777�$ L§Y J B5 qq& §� 3� �S c3 yg ¢ t � fi� qp fi� 6 ii&g �^ yp �3'` & SINGLEIDOUBLEHUNG `
9Tid2 9� 5 dF� 5 2 �1A 2 d 9 1 1 1 A H �� �� ]I � - d � � 2 �B � §� 1 a 1- 3 �- 1 WINDOW. �p
U)
421n 70.0 255 70.0 179 70.0 306 70.0 197 70.0 35T 70.0 208 70,0 408 70.0 214 70.0 459 70.0 214 Too 510 70.0 214 70.0 613 70.0 214 760 715 70.0 214 70.0 817 70.0 214 USETRAPEZOIDAL Z
481n 700 292 70.0 216 70.0 3M 70.0 241 70.0 408 70.0 259 70.0 467 70.0 272 70.0 525 70.0 279 70.0 583 70.0 260 70.0 700 70.0 280 70.0 617 70.0 280 70.0 933 70.0 210 [TRIANGULAR LOADING
FOR ALL OTHERS.
50,625 In 70.0 309 70.0 232 70.0 369 70.0 260 700 431 70.0 262 70.0 492 70.0 298 70.0 554 70.0 308 70.0 615 70.0 311 70.0 738 70.0 311 70.0 881 70.0 311 70.0 984 70.0 311 0°
tL
641n 70.0 320 70.0 252 70.0 3W 70.0 284 70.0 459 70.0 311 70.0 525 70.0 331 70.0 601 70.0 346 70.0 656 70.0 352 70.0 7B8 70.0 354 70.0 919 70.0 354 70A 105D 70.0 354 O G
601n 70.0 365 70.0 269 70.0 438 70.0 328 70.0 510 70.0 362 70.0 563 70.0 389 70.0 656 7D.0 410 70.0 729 70.0 425 70.0 875 70.0 438 70.0 1021 70.0 438 70.0 1107 70.0 438 LU (n CO f
63 in 700 383 70.0 307 70.0 459 70.0 350 70.0 536 70.0 387 70.0 613 70.0 418 70.0 M9 70.0 443 70.0 T66 70.0 462 70.0 919 70.0 4a1 70.0 1072 70.0 482 70.0 1225 70.0 482 H LJ '
f� fib In 70.0 401 70.0 325 70.0 481 70.0 372 70.0 561 70.0 413 70.0 542 10.0 4 7 70.0 722 70.0 476 70.0 B02 70.0 49B 70.0 9W 70.0 525 70.0 1127 70.0 529 68.1 1248 70.0 529 Q.2
J 72 in 70.D 438 70.0 362 70.0 525 70.0 418 70.0 613 70.0 464 70.0 700 70.0 5W 70.0 798 70.0 541 70.0 875 70.0 571 69.9 1049 70.0 513 59.9 704E 70.0 Im S2.4 1049 70.0 633 e J m
0
Z J� �
2 761n 700 462 70.0 386 70.0 564 70.0 445 70.0 641 70.0 498 70.0 739 70.0 544 70.0 837 760 565 70.0 924 70.0 620 59.5 941 70.0 671 51.0 841 70.0 698 44.8 941 70.0 702
78 In 70.0 471 70.0 398 70.0 569 7e0 459 70D 664 70.0 515 70.0 758 70.0 584 700 853 70.0 607 68.0 E94 70.0 644 55.0 B94 70.0 700 47.1 e94 67.0 701 41.3 am 66.1 698 117 a
J -It
In 70.0 647 70.0 471 70.0 am 70.0 547 61.4 871 85.3 5]6 53.7 671 662 666 47.7 671 52.9 558 43.0 871 46.8 551 25.8 671 43.1 53B 30.7 671 39.7 631 26.9 671 37.9 526 Q cmz i
0.0 fn O 1 {9e In 7 687 70.0 507 59.0 fi90 81.4 518 50.6 6B0 63.1 509 41.3 SDO 47.5 5@ 39.3 590 13.0 491 35A 590 39.8 4118 28.5 590 Od.7 177 25.J am31.0 169 LU x
106 N 49.7 466 50.6 421 41.4 400 42.8 414 35.5 400 37.1 408 31.1 486 32.9 402
W N 111 N 45.8 441 0.7 400 38.2 441 SB.3 J97 32.7 441 34.1 387 28.6 4/1 30.2 3B2 LU IN
120 in 36.3 37B 30.9 344 30.2 37B 31.0 339 O x O
SEE CAR 190-1076 FOR CERTIFICATION. 'Cal N
U)
O
TABLE 3B m0 s
AnehorCepechy Teblo(Ibs) -- ---- ANCHOR CAPACITY ADJUSTMENT FORMULA: g �m
Sub4tmte: 2.Tk Concrete 3.5k C.D. di-O4U FNetl C6{U PT Wmd Mdel pP ANCHOR CAP.,,a,,,,,
( ,)X( >=ANCHOR CAP.,,,
Yt6'Om 1/A'S6 EllO 916-EICD 1W Ss FJm x105ted x12S1ee1 pi25nei MULLION CAP.,,,,,,,,,,
Anchor Clip PetbBrtle Type: 3.16'I IIl_m i/d'Eleo uh- tllvemn 3n6'FJm Ll:mcm 114•El_Ueremn AggMiatOr lMmnm AggreGntn So10 SiG5)Svaw GS sues t.1 I
t ) ) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Ease u5tmce 0n1 r 2-102' t• 2-1/2' 34/8• t• 1 2.11X t' 2-1l2' 2 3-1/8' 2' 0.48' 0.54' 032r CAPACITY REQUIRED'CORRESPONDING TO AN
Embean,mt0n-. 1J/4' 13'4' 1�3l4' 1.Nd• 2' 1-W' 1.114- 1.114' t-174• 1.114• 1-1/4" 2' 1-3181 1-1ye• ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anden�475MIR O C I Stardad a OSsat Clip(Fig ly 390 ros 3901h1 a�ros 890 bs 1.ros 270 bs 280 gn 354 me 7401ts 37401s flU lbs 946lbs 341 rod 44Ile 560 ros OPENING,WHEN IT IS LOWER THAN THE MULLION
1 Alcbas 1.13'Min.O.G.I Stai�N I.Onset)Cep(flg 2). d80 its 70D Bs WA wA WA wA 361 ro9 WA WA N•A wA NA 682lbs 8651b4 1120 rot CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anch-@ 3•Min.O.C.I(2)2aS Argo Cfgs/(FIg.3): 780 lb. Teo ba 680 ma 1s60 lb. 1896 rod 640 b. 560 bs WA 760Ita 74a nre 960 ll v 1e921t0 Sexlba e9s ba 11201bn MULLION.IT WILL YIELD A MINIMUM ANCHOR 'f
3 Arch-Q 0.54"Min.O.C.7 UZIp.irte.100•AYrT(Fig 47. N'A NA 11% NA WA WA WA WA WA WA WA WA WA WA 9501oa CAPACITY WHICH MAY BE USED TO QUALIFY
1 AmMr/Flip g 5): 19516a 195 lls 225 roe 445 ba 822 bs 1351be 1401. I77 bs 3701ha 187Iba 332 Ibs 473161 n6roa 221 Iba 200lb+ ADDITIONAL ANCHOR OPTIONS FROM THE 1
2 Anchors @,11S'Min.O.C./FL5 6 24016s 35011e WA NA NA WA Im bs WA WA N!A N'A WA 3111bs 44115s 56D Ibs ANCHOR CAPACITY TABLE, t
S�
S
FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2 STANDARD CLIP SHOWN I; TABLE NOTES: 1.250'
•
• • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES,SEE SHEETS 3-5 FOR GENERAL
INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �• ( C ,(p
FIGURE3: p, .... .....-�F
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
ANGLE 3.250' Q.;
CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Y:
BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I Io,56705
IN PAIRS. : -
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -
OROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL -0 •• ZfTs
FIGURE 4: FIGURES: FIGURES: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624 TE F UJ\-
• • 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �.C�•'-, F7 OR{0F,•'•�y�\: !
• • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL C:i,1'•••...•' r I
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25"X.624' A1-
#10 ANCHORS INTO WOOD MAY BE STEEL,16.8 S.S.OR 410 S.S. MULLION 41 !
• _ A.LYNN MILLER,P.E.
FL P.E.#58705 '
t
f
i
TABLE 4A USE THIS SHEET FOR "
Mullion Capacity Table(E1sfie) CLIPPED MULLIONS a
Opening Wldth(f0r ver8ral6,5pannlrg m16110ns)or Opening Height(for h0dmntalty•spanNrg mlAiorLs)
50 in 60 in 70 in Be In 90 in 100 in 12o in 1401n 1601n USE RECTANGULAR {iId o
Aedmgdar TnpTnang. Poala,guUr TrapnV..ng Roatangdn, 17ap'THano Raelanpular Tmprrdmlg. Rml-lidar TmptTdang. Rmlangtdar TmpRdang. RmUrgulw Tra"ang. Reetangdm Trap/Trlarg. R.1-9wa, Tm mrg. LOADING FOR ALL TEE OR
1.25�%2494 Lonalrg Loading lording Loading Laming Lording Loading Londirg Lommg Laatlirg Laealrg Loading lnadrg Laming Loadi,g Loading LrmCirq Inuring CROSS CONFIGURATIONS, pzno W
AND ALL ASSEMBLIES
Alum.Tube4._ A. Z. CONTAINING d.
Mullion g 8 g 8 A il k g N SINGLEfDOUBLE HUNG
6 b^ b^ go WINDOW.
6� � b'� S3 6k 5a �a $g 6� � 6� se 6� D� 6g 6 5 tea;
USE TRAPEZOIDAL (q
421n 70.0 255 70.0 179 70.0 306 70e 197 70.0 357 70.0 208 70.0 408 Me 214 70.0 459 Tao 214 70.0 510 70.0 214 Ton 613 70.0 214 70.0 715 70.0 214 70.0 817 70.0 214 [TRIANGULAR LOADING Z
FOR ALL OTHERS.
48 in 70.0 292 70.0 718 70.0.0 350 70.0 idt 70.0 all 700 759 70.0 487 70.0 272 70.0 525 70.0 279 70.0 587 70.0 283 70A 700 70.0 780 70.0 617 70.0 280 70.0 937 70.0 2e0 OJ Q
J
50.625 In 70.0 308 ro.0 737 70.0 369 70.0 780 70.0 971 70.0 282 70.0 402 70.0 288 70.0 654 70.0 308 70.0 816 70.0 311 70.0 738 70.0 311 70.0 881 70.0 311 70.0 984 70.0 311 �
S4 in 70.0 328 70.0 252 70.0 394 70.0 204 70.0 459 70.0 311 70.0 525 70.0 331 70.0 591 70.0 345 70,D 050 70A 352 70.0 7BB .70.0 354 70.0 919 70.0 354 70.0 1050 70.0 354 Q 0
60 in 70.0 365 70.0 289 70A 438 70.0 32e 70.0 510 70.0 382 70.0 583 70.0 389 70.0 6.58 70.0 410 7D.0 728 TO.0 425 70.0 675 70.0 438 7D.0 1021 70.0 438 70.0 1167 70.0 438 m LLJ () �
63 M 70.0 383 70.0 307 70.0 459 70.0 350 70.0 536 70.0 387 70.0 613 70.0 418 70.0 689 70.0 443 70.0 766 70.0 462 70.0 919 70.0 481 70.0 1072 70.0 482 70.0 1225 70.0 482 = (Ut)
m 66 In 70.0 401 70.0 325 70.0 481 70.0 372 70.0 561 70.0 413 70.0 642 70,0 447 70.0 722 70.0 476 70.0 802 70.0 466 70.0 9S3 70.0 525 70.0 1123 70.0 528 70.0 1293 70.0 529 Z .
u
C 721n 70.0 438 70.0 381 70.0 575 70.0 416 70.0 613 70.0 461 70.0 700 70.0 506 70.0 788 ]00 541 70.0 875 70.0 571 70.0 1050 70.0 613 700 1225 70.0 630 700 1400 70.0 670 Z J_L It
o
q 78 in 70.0 462 70.0 386 70.0 554 70.0 445 70.0 647 70.0 4W 70A 739 70.0 SM 70.0 831 700 685 7D.0 024 70.0 621 70.0 11011 10.0 871 70.0 1297 1 70.0 698 70.0 1479 70.0 702 Z) V '
2
� 78 in 70.0 47/ 70.0 308 70.0 569 70.0 459 70.0 664 70.0 615 70.0 768 70,0 56/ 70.0 867 70.0 607 7D.0 998 70.0 644 70.0 1130 70.0 Ia0 70.0 1327 70.0 732 02 1477 70.0 739 J � In
901n 70.0 547 70.0 471 70.0 65B TOM 547 70.0 760 70.0 617 70.0 875 70.0 gill 70.0 Ba4 TOM TW 70.0 1094 Too 790 59.2 1110 70.0 B75 60.7 1110 65.6 B78 44.4 1110 62.7 are Q C14 f7
96 In 70.0 583 70.0 507 70.0 )OD 70.0 591 70.0 817 70.0 668 70.0 933 70.0 739 65.0 975 700 604 55.5 975 65.4 807 4B.8 975 57.4 7e9 41.8 975 52.3 776 1
W X g. (�
10a In 70.0 656 70.0 580 68.5 771 70.0 678 58.7 T71 61.3 674 51.4 711 54.3 664 Q' 'V,ryjj c�P i
rn
(1J nTi 15 0
IIIIn 70.0 674 70.0 599 63.1 730 65.0 650 54.1 730 56.3 640 47.3 730 49.9 631 I•rj
120 in 5119 624 1 61.0 569 49.9 624 51.2 560 o X
144 inj 34.7 433 1 35.1 400 2B.0 d33 29.4 385 to10
N `3
SEE CAR 190-1077 FOR CERTIFICATION. oIt..
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: g�mt
t i
Anchor Capacity Table Iba (DP,)X(ANCHOR CAP.,_,... =ANCHOR CAP.„, e6'
Subsimle: 2.7k Coxrela 3.51,Cone. Hollow CMu Rind CMU PT Wood \MULLIONCAP.,,,,,,,
S18'Eko 7/4'SS Eko 5/16'Elm t/4•SS Elco d10 Steel 612 StealJJ12Anchor Ofip Patleme U16'Elco Ultnem if4-Eko 110racan Upson 3'16'Eko U08cen 114'Eko V.iremn Ag9reGotor U4mcon A99.G.0 r Scmw(G5)Scmw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED"CORRESPONDING TO AN
1• 2' • 2-71P' 3.11W 1' 2-117 1• 2-I/2' r 3-1/8' r 0.48• 0,54" ACTUAL PRESSURE REQUIREMENT FOR THE
EmneOmcnl On): 1-3/4' 1.314' 1.314' 1-314' 7 1.114' 1-11r 1-1/4' 1-1/4' 1-1/4" 1-1t4' 7 tare- tale• lades OPENING,WHEN IT IS LOWER THAN THE MULLIONi
2 Anchors®4.76'Min.O.C./Slarldmd wO6eol aip(Fig,ty. 3901be 390 bs 4601ba 090In, 1644 b5 270 lbs 280lba 354 bs 740 b5 374Ibs ss4 me s4s ns 3.11 me Hz lb, 560le5 CAPACITY(FROM THE TABLE)OF THE SELECTED 1
4 Anchae Q 1.15"Min O.C./Slarldwd(or O6sm)Clip ft.2):. 480 bs 700 b5 WA WA NIA NIA 3801b5 WA NIA WA WA wA 682 bs 985 bn 1120 W MULLION.IT WILL YIELD A MINIMUM ANCHOR A
4 Anctne @ 3'Mn.O.C.1(2)2,5 Arglo Clips I(F19.37. 780 Ins 780 rm Ban lim 156011ns 1898 Im 540 Iba 560Ib3 WA 70011ns 748 Ibs 8801tm 18921be BB2 ion aB5 lips 1120 Ds CAPACITY WHICH MAY BE USED TO QUALIFY
a Anchors B 0.54'Mm.O.C.I U4 IiA W..=Al.-(Fig.4):1 WA wA WA WA N/A WA WA NIA WA WA WA
wA WA
N/A Izfi7 b5 ADDITIONAL ANCHOR OPTIONS FROM THE
1 Anchor F-Clip(Fig.5): 19510a 195 in, 225 lb, 445 IM 822 lbs 1351ns 140lb4 177Ins 3701ns 187 lb. 332 b5 4T3It» 170 bs 221 It. 2801b, ANCHOR CAPACITY TABLE.
2 Anchm@ 1.15'Min.O.C./F-alp(Fig.6Y.1 2401be 360 ba WA WA WA WA 100lbp WA WA WA WA WA 341 bs 442 nv 560 Iba {
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
INSTALLATION METHODS.
.111111f 1/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' 41'� �1GEflgE Fop
CLIP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS v`r
• BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N,).58705 =
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -
FIGURE 4:
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL :-O•'.U'V1�71
I SFIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '. F
• 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624" '�O,C'•.• F P-,•'�\�;
• • .045-THICK(IS GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126"THICK AND A36.ALL -I. ,�s�.,LOR10•��
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3IO�JgL I
#10 B#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25"X 3.94'X.624" A.LYNN'MILLER,P.E. j
MULLION FL P.E.#58705
i
t125O*' 740" USE THIS SHEET FOR QN
�e r CLIPPED MULLIONS 3
a21 --1.250"-- tl-I F-125" �t 1�-,125"
0
.125'STANDARDCLIP oy, cwi
3. 2.000" 5063-T6ALUM. I 2.125"
U-CLIP 2.000"L.ANX-SECTION I 1 6053-T6 ALUM. .125'3.253.250' .125" X.SECTION On
00" .100' .100' 10
Z y
.100' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE O
624" 24' DASHED BOUNDARY.SEE TABLES 2BAB FOR THE J Q
1 ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR - lb laL n'
---1 .820' I� --1 .820" 1-- HOLE DIAMETER=ANCHOR DIAMETER+1/16'.
5.500'---- z o
OX-SEECTICN
1.25"X 3.25"X.624' 1.25"X 3.94'X.624" 5.000" W Z m
MULLION MULLION CUT HERETO 70
6005-T5 ALUM. 6005-T5 ALUM. .375"_ 3.125'�•{_CREATE F-CLIP,SEE 375" 375' ? O i
MIN.
X-SECTION X-SECTION MIN. DETAIL F,SHEET [ rt E- Z
.375 \\ LU m e
CENTER OF r________`___________i 375' _ € 8 a
INSTRUCTIONS, I I I ANCHOR HOLE I I MIN. Z E V
1 I MUST LIE WITHINTHEDASHIE I l
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBS/FP)FOR THE i i I i BOUNDARY. i I J --1
1 I I BOUNDARY.SEE I 1
OPENING USING THE ASCE-7 STANDARD. I I F TABLES 2B-4B 1 I o
1--------1
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE I I I r8 FOR THE F 1 1 r, W Z., cV
I I 1 ANCHOR O.C.
FENESTRATION PRODUCTS FRAME DEPTH. I 1 l I F DISTANCE. I i W Z I o 0 0
I I I I MAXIMUM 1 I (O
3)REFER TO SHEETS 6-8 TO DETERMINE IF THE WIND LOADING IS i i I i I ANCHOR HOLE i i CDm o Y
'RECTANGULAR"OR'TRUWGULARltRAPFZOIDAL" L_-____--- 1 I ER I I � J N
_ ANCHOR -----------------------.1 7 L
4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM DIAMETER,711 DIAMETER= 6". o o O
TABLES 2A THROUGH 4A,ON SHEETS 6 THROUGH 8 RESPECTIVELY, 2X5 ANGLE CLIP to m O
USING THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT 3TANDARO CLIP U-CLIP 6083-T6 ALUM. f m
DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR 6063-T6 ALUM. 6063-TB ALUM. TOPVIEW a-�a
( i CENTER OF ANCHOR HOLE MUST UE TOPVIEW TOPVIEW
HORIZONTALLY).THE MULLION CAPACITY(LBS/F7)OBTAINED SHALL WITHIN THE DASHED BOUNDARY.SEE
MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR TABLES 28-48 FOR THE ANCHOR O.C. TABLE C
THE OPENING OBTAINED IN STEP 1). DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In)For Mullion:
DIAMETER=ANCHOR DIAMETER r 1/116'.
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN F 2.260 1.25'X 3.25'
THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE G 0.750 X.1DO" I
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY --5.500- -{ Aluminum i
THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION .375" 375"I I H 1.500 Tube Mullion
CAPACITY. MIN.-1 \ 1-. F 1.938 1.25'X3,25'
1 X.624'
6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND ---- ----, -_____--- _-7. G 0.500 Aluminum I,
USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE I I I l 1 H 1.438 Tube Mullion
ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN
ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR 1 I , F 2.625 125"X 3.94"
CAPACITY IS MET, s I G 1.125 X.62d• -
I 1 3.25• Aluminum
7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS
I 1 I H I H 1.500 Tube Mullion
HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT
FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH J -----'
THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED TABLED P �10EA'� •��F'
F
FOR THE SAME SUBSTRATE G OFFSET CLIP Mull Dimension PGT Part p ZS. N0.5870.125' 6063-T6 ALUM. (sheet p) Mulllon Slid.Clip Offset Cllp U-Cllp Angle Cllp 5
8)VERIFYTHE DESIGN PRESSURE RATING(LBSIFP)FOR THE TOPVIEW - -
FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL .740'-f- --i 1.25'X3.25'X.100"(5) 20160 6661127M 6661124M fi662410M 6fi65175M - _= i
MULLION CAPACITY ILBS/FT21 OBTAINED FOR THE MULLION SYSTEM.THE 1.26'X325'X.624-(6) 20161 6661128M 6661125M 6862411M 6665116M ••�2 �3 I s � i
LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED 1.25'%3.94'X.624•(7) 20t62 ss87t17M 668tt26h1 6662atM 666517M �� SAE Or •' 1� j
FENESTRATION PRODUCT ASSEMBLY. '•:t,<ORID?..•' �C'G`
9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC
APPLICATION WHEN USING THIS APPROVAL TO APPLY FORA PERMIT.
A.LYNIV ILL& P.E.
FL P.E.#58705