HomeMy WebLinkAboutProduct Approval (3) NDS 0061
ST.L COUNTY BUIL TVG DIVEION
REVIEWED FOR CO: LIANC
• REVIEWED RY
DATE
FLANS ANN FERRIII MUST BE INP ON J'OB
M IAM I-RADE OR NO INSPECTION WILL BE MADE. MIAMI-DADE COUNTY
v
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mNmidade.eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION:
one:DESCRIPTION: Series,—T,I' Nipped Ez_rude m' num-Tube�Miill�, IL Mir
APPROVAL DOCUMENT: Drawing No. 630038, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E.; bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
modellseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0218.03
MlAhll DADS COUNTY Expiration Date: May 26,2021
Y41111 Approval Date:April 14 2016
Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum .
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
:�"Uaz�I i4Z
Ma me a ez,P.E.
Product Cont of aminer
NOA No. 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product ContrI E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
GENERAL NOTES: `c
SUITABLE FOR ALL LOCATIONS REQUIRING
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................i + o
ELEVATIONS...................................i
FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS
MULL ro 2%wooD............_..........2 RZ
MULTIPLE OPENING WIDTH FORVERTICAL MULL-- ARCHES TO BEMULL TO IX&MASONRY_............2 0
MULLIONS --� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 a!SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL To MASONRY....._...............a
LO
A-0,G,H; SHAPE MULL TO STEEL STUD...................3 N
sHEErs 2•3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL To MULL................................3 's m
I T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............._.............3 U)
IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTEnw\rarE CLIPS............._......4 O F
BAY MULL INSTALLATION..............4 LL
1 X2X.126 MULL SPECS...............5 J
INSTRUCTIONS.
OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I X 2.75X.3 5 MULL SPECS-...._..B � m
1X2.75 X.65 MULL SPECS............ Z n
SEE DETAILS I I III 1)I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.t25 X.500 MULL sPECS_......e m O p F-
ATHRU G; / I / I I / \SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS._............10 F C')
SHEETS 2�3 1-_- I I A THRU G; 1 X 4 X.375 TUBE MULL SPECS._.1 t Q
SHEETS 2•3 ONLY TWO ADJACENT UNITS AT WHEN USING THE DESIGN PRESSURE ANCHORAGE TABLES.THE LOWEST DESIGN 1%aX.375 TMULL SPECS........tt
I III -� Ii
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SRA LL APPLY. 1.25X3.1B8X.205MULL SPECS...12 j O
OPENING 1.26X3.25X.100 MULLSPECS.....13 Z W$ i'
VERT.. HEIGHT 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS.._.14 .q
MULL FOR 1.26 X 3.94 X.624 MULL SPECS 15
LENGTH HORIZONTAL
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS...............16 J Q YZ
SEE DETAIL E, 2 X 6 X.25 MULL SPECS................17 .-
�/ SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q (n
UWJ .-
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.28 X 2.11 X.125 MULL SPECS.._18 30'X 3.25 BAY MULL SPECS.........19 Z F- Q N o
REACTIONS. 45'X 3.26 BAY MULL SPECS.........20 Q O Z
MULLION&CLIP DIMENSIONS 21-23 )- Z4 ..0•Zi
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2.............................24 V)
PRODUCTS MAY LOADING EXAMPLES..........._.........25
(n
LU
BE OF ANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Ui
MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z (1)
L===4—
BMANUFF CTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U O ¢ O___. Z'_-. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. g �'O co
/SEEDETAILS €� ,
p.D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING 3 �-� .
L MULL
SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NON
MULL
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT' FOR THE OPENING USING THE ASCE-7 STANDARD.
MULL )—HORIZ.MULL LENGTH--I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
G
"1 LENGTH f~- _f_OPENINWIDTH--I 31 REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR'TRIANGULAR/TRAPEZOIDAL•.
OPEN• — — 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSjn FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRUUUCT Rt th Ibc
HEIGHT ) nv cooiplyin8 wltA NC FI[Icid&
THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Huilding Codc
OPENING MULL �' HDOR�, VERT. MULLION CAPACITY(LBSIF'f•1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN Acaplmcc No ��'•
HEIG HT LENGTH MULL jy MULL STEP 1), E Pilflll 0410
LL LENGTH
5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE By
_ _ REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. )''LM hD�
11-
OPENING WIDTH 8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��\\\\•( LYNN II7�i
SINGLE MULLION SINGLE MULLION FOR VERTICALMULL� ••••.,
OPENING WIDTH ANCHOR/SUBSTRATFIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \��`,�ON ,
�FORVERTICAL MULL CAPACITY IS MET. FC, L\CEIJSE''•. Q
' �
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBSlFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSlFP)FOR THE = 1` ' No.G0705 -
`_ FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE - / (K
STANDARDS USED: � .� ` C 4/
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION C VERIFY THE DESIGN PRESSURE RATING(L IONS FOR THE FENESTRATION PRODUCT L BE USED AND COMPARE WITH THE FINAL MULLION TE f•
HANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ;.t� •.,pLORIOP,.•'G\�
*ALUMINUM DESIGN MANUAL,ADM-2010CON PRODUCT ASSEMBLY. �i�S,j \J
•AISI-5100-07IS2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT, A.
( ) �`
A,LYN� I�FR)`f�.E,
FL P.l X 58705
DETAIL A: DETAIL B; MULLION
MULLION TO 2X WOOD BUCK MULLION PYP.ANCHOR
MULLION ATTACHED TO 1X ETTA
CKSTRP
OR WOOD FRAMING WOOD BUCK AND MASONRY AI+D PER SUBSTRATE, c�
CHMENTSEE SEE TABLES 18.160
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY NOTE 1;MULLIONco C4
HEET 1. •� N m
SEE SHEETS MIN 2.7 KSI • .. EDGE
d I I L. I CONCRETE OR CMU J
I I DISTANCE, W
21-27 FOR HOLE d I I�. ��- J
EITHER THE I LOCATIONS 1� I I SEE SEE TABLES
STANDARDO ° I I EDGE DISTANCE 18-168 Of° U)
OFFSET MULL a EDGE m a I FORMASONRY W Q 0 O
DISTANCE
CLIP MAYBE I I I m I ANCHORS m
INSTALLED BY p I SCREWS FOR O I I SIDE VIEW Zco
U)
THIS METHOD. °u4 a C\ J
260'MA%FOR d. 1 O
v ALL MULLIONS u ° R
ERHETHE
u ° u OFFSET MULL
d u CLIP MAY BE
B .gg�
p d INSTALLED BY ( Lz
a ° a EXTERIOR THIS METHOD. Q Z6 — 'I
d DISTANCE
d EDGE
G I— Z 1z
d FOR m Z C) = N O
MASONRY
THE OFFSET CLIP IS
ANCHORS O FIN-FRAMED FIN•FRAMEO
LU
EXTERIOR .p wIHDOw8,BUTMAr a � Y Y
ALSO BE USED FOR cn
cn
OTHER FRAME TYPES. U Z Q O O
0.` 0.9 Z�Oso
TYP.ANCHOR
TYP.ANCHOR pER SUBSTRATE, M 6 wR 666
TYP.ANCHOR PER SUBSTRATE, SEE TABLES 10-16B
PER SUBSTRATE, SEE TABLES 18.166
EDGE END
SEE TABLES 16-16B I—/ BUCHSTRIP
DISTANCE �/ AND
SEE TABLES ATTACHMENT
BUCKSTRIP 1B-t6a r •' -' BY OTHERS,
EMBEDMENT AND EMBEDMENT' SEE NOTE 1,
L— - ATTACHMENT I ,'• SHEET I.
.. - BY OTHERS, .. ...
SEE NOTE
SHEET 1. MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW PRtlOUCTREVISEU
m clding odwith the Fllri�
Building Cock
FRONT VIEW Aceept--NO
C.irfltion pale Q,02)
INSTALLATION NOTES: BY
ByI hoEuct
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I 1 1 I
LYN /I
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \` � "
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ` ,.•'•�\CLN S SB -•�'P
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �T ~—
No.58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. —4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. �J' IStlO 6, •WU�
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED O`(•'••.FLOf ?;.•-�('j•`
ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS.
A.Lf MMILLEE.
FL P.E.#58705
DETAIL E:
DETAIL C: . . MULLION TO MULLION
—I--7za•MIN
MULLION DIRECTLY ATTACHED TO — INTERSECTION NOTES:
MASONRYSTRUCTURE —MULLION (U-CLIP) � C a
(STANDARD CLIP SHOWN) 1)MAY BE INSTALLED IN'TEE'OR-CROSS' p
INTERSECTIONS. ���333}}} cl w
VARIES ` •Z V
2)MAY BE INSTALLED HORIZONTALLY
1 j TYP ANCHOR (SHOWN)OR VERTICALLY, r`
EITHER THE I I PER SUBSTRATE, N
STANDARD O - I I SEE TABLES W-1313 LG 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 'K DO
OFFSET Y BE I i FOR CORRESPONDING MULLION. Tn ' F'
CLIP MAY BE I TOP VIEW y w
THISNSTMETHODLLEDBY !I —FORMASONRDISTANYEDGEE MULLION O
THIS
METHOD. JI I i ANCHORS VARIES-F�—H j w
i I I
1112 STEEL SCREWS,SELF DRLLING OR Z
��j MULLIDHIAND USE SMS DRILL co
W ca Q o O
LC ° G caM
EXTERIOR 8 MULLION F= 2 J
EDGE DISTANCE ° THE OFFSET CLIP IS c Q
FOR MASONRY �,,, REGq.1MENDEO FOR ` Z (� m
ANCHORS FlNFRAMED INTERSECTION
L"A
NDOWS,BUT MAY U-CLIP „�j W
\\,
ALSO BE USED FOR Z
HERFRAME TYPES. EXTERIOR J Z _
TYP.ANCHOR \ 4-- F ZPER SUBSTRATE. 4 < F Z Q Cly O
SEE TAaLES i6-f38 — Q O Z
TYP.ANCHOR SEE HOLE L CAT FOR � a 0 d-
BUCK— PER SUBSTRATE, HOLE LOCATIONS
AND _ SEE TABLES 1B-13a FRONT VIEW EDGE (11� ..a
ATTACHMEM- DISTANCE_ Q( Q X X
...
'SH
OTHERS. SEE TABLES
EMBEDMENT SSHEOTt.f '- a•.•' 1a-13D Z
( U z Q O
.7� '.• - •.. .: EDGE .. 7i Q
Imo_„__DISTANCE ma
SIDE VIEW 9� Q
MIN 2.7KSi CONCRETE OR CMU MRJ 2.7 KSI CONCRETE OR CMU 19.139 SEE TABLES y 6Of
FRONT VIEW SIDE VIEW DETAIL D: 66
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE -
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
Y PER SUBSTRATE,
J SEE TABLES 1B43D
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °- .�/// SEE SHEETS
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE pIiCOI1CT REVISED2623 FOR u1 complying Wish She Flmida
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Buildingopl Cade
FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAY REUSED. / LOCATIONS ACCCPIMICO Na"P•''�L�•b
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. -��/f ~` ^\ MULLION ® Expiratipa DwC 202.1
71,11
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® h t" 'Dade LN
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVEDoI9TALYNN �4
ELCO ULTRACON OR ELCO 1f4'S.S.AGGREGATOR MASONRY ANCHORS. NCE FOR STEEL STUDS THINNER THAN SEE TABLES �� C •••• .A9� 1/i
FRONT VIEW 10GAAND COMPLIANT WITH THE FLBUILDING IB-138 )� •'�`L(NS( '• ✓
CODE,A 2X WOOD BACKER MUST USED. : �C
ATTACHMENT BY OTHERS. I,10 56705
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW r`
NOTES: –
4 Lu
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD
ANCHOR VALUES MAY BE USED. A�'•, ST E OF
2)SEE CORRESPONDING MULLION TABLES, ,-
SHEETS 5-20,FOR QUANTITY OF SCREWS. A fEYNN�tJy} LEF't,P.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H: �
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION ice
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) i $
\ SEE DETAILS A{, 30'OR 46'
SHE
AND 3 FOR INSTALLATION BAY MULL
/ TO SPECIFIC SUBSTRATES.
N
1.0
MULLION }}m t
O O Z d Tn
O O 0
O O 0 O O O j =
O O TOP VIEW g $ N
W U p O
sHownlD HVIXEW 1z5 CD
TOP VIEW r l i V
MULLION
iYP.ANCHOR O
PER SUBSTTE,
EXTERIOR I I i i / SEE TABLES 16B OR 16B Z U
I TYP.ANCHOR
I EXTERIORag
STANDARD MULLION CLIP I I PER SUBSTRATE. I I J
MODIFIED TO FIT FIELD Id SEE TABLES ID-14B <i> 1 I I ¢ Z
CONDITIONS. I I IF
�
2'x R ANGIO CLIP, Z Z Q m p I I 2 PER MULLION ENO,MUST DE Q Z N
INSTALLED INSIDE OF BAY MULL Fa-• 00 p
�. MULLION
I II I O W
F—
¢ Y `1
0 I 2'X6 x.125' Df
f D7
I I ANGLE CLIP, f� () Z Q O
MULLION 2PER MULLION END, Q — O
Z
MUST BE INSTALLED 0_8 m 0 a0
I I I INSIDE OF MULL. a 0 m�
b
TYP.ANCHOR
-PER SUBSTRATE,
SEE TABLES IIIA48
•,/� INTO WOOD.
(f STEEL ALUM G
INTO WOOD,STEEL, STANDARD CUP TO BE EXTERIOR OF ASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED INFIELD.
EXTERIOR OE �- ���
O EDGE DISH R -l7l l �� PRGDUCT REVISED
F
pgfL � ns complying with Thu Florida
Building Code
0
0 I 1@ INTO WOOD,STEEL, A—pm.No 1�0-0218-0
ALUM,CMU OR MASONRY 1 O E.zpimliun Dalc ZI
EDGE
DISTANCE BY,
PER N'11D111i x106101
ANCHOR
EDGE
DISTANCE E \\\\
PER ANCHORAE O NOTES FOR INSTALLATION OPTION G&H: �� \,�LYNN A)��l
G
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.
NOTES FOR INSTALLATION OPTIONS F: z `L' .,c
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11°X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE =-k- tdrl.;In705
LOCATIONS.
�ffN 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR IDB FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE -_;) N uj
LOCATIONS. f� '. �'�
3 THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. U P,
Nr•IA
A.LN�P.
.i 58705
E.
p.
FL 58705
TABLE 1A ?
Mullion Capacity Table Ib01R
2 ��
Opening Witlth(for veciicetiy-aparnitgm783(ons)orOpening Ha(gin](iwhr�ri2orta9J-sparrtitpmWiiass)
5014 601n 701n so in 901n 1001n 1201n A0 In 160 in ccayyy�ff
Reciang+mr Tmp?da Reetingiar Tm(""Img, Rectengniar Traplidan0. Rsclanpilu TmplMan9. Redangafal Sonrina a. Ractongwar Tmp'tnang. Rectangular TmWaang. Recmngdm Tmpfriong. Recmngder Trapraang. 4
1 x2x.125 Loading Loading Looting Loading Loading Loading Loading Loading Loadng Loading Loading Looting Loading Loading Loading Laedng Loading Loading sY
Num.Tube AP t & L' _ _ F i
.Mullion 3§[ c � jp§§t &j j4l 'gry '¢!�' ''g $ N
3i 3 did S d d d 2 d 2 d Y z �L
42 In t1191 406 t29.5 332 93.2 408 ]156 325 79.0 400 507.8 321 84A digs 144.4 318 62.5 408 104.4 Sig 66.4 405 504.0 319 46.6 408 181.0 Sig 30.9 408 1 104.0 319 36.0 406 104.0 Sib
481n 74.9 312 83.8 25B 62.4 312 73.4 252 63.6 312 07.0 248 46.8 312 63.2 246 41.6 31281.3 244 37.5 312 01.0 244 W-2 312 61.0 244 28.6 712 1 6f.D 244 23A 312 61.0 244 -.1 LU
LU
60.626 in 03.9 28t 70.6 234 63.2 287 87.6 228 45.0 281 55.7 224 38.8 281 52.1 222 35.6 24t 50.1 220 31.0 28t 49.3 219 28.6 28f 49.3 219 22.8 287 49.3 210 26P 261 03 210
3 541- 82A 247 67.5 207 43.9 247 49.8 202 37.6 247 44.a 169 32.8 247 41.5 too 20.2 241 39.4 104 26.3 247 36.4 193 27.9 247 31Lf t93 id.a 247 36.7 19} l8.4 247 S61 SD3 � O al"'
601n 36.4 200 11.2 170 32.0 200 35.4 160 27.4 200 31.5 103 24.0 200 26.6 ISO 21.3 200 27.1 159 19.2 200 25.9 157 18.0 200 25.0 150 (O
63b 33.i 18i 35.3 168 27.6 ]81 30.3 f52 23.7 101 26.9 149 20.7 ill 24.3 146 18.4 tat 72.8 144 18.8 till 21.7 143
S 66 to 28.8 785 30.8 142 24.4 165 28.1 139 20.8 165 23.7 136 98.0 165 21.4 134 Z to �•
72 Br 22.2 138 23.3 120 19.6 139 10.0 116 t0A 139 17.6 716
U
W
78M i8A 125 16.7 109 fu 126 16.6 t07 y
70 to t7.6 718 18.2 104
x o`1 a
TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ y o
Anchor Cana lTable fibs) I- ic3" p
Sutalmle: 2.ix Co�rete her
Conn. Hopow CMU ANCHOR CAP.,,„,,,,,,, rA �
Fuad CMU PT Wood Mame (DP,,.,)X{ )=ANCHOR CAP.,,,
1416'Elco 774'SS Ebo 5716'Elco 114'SS Ebo 870 Sia 912 StW M12 Sled MULLION CAP.,,,,,,,,,,
Anchor type: y10'Eko Ullndon iia'Ebo U3rtwan 3'16'Eba Ulu6con i/d'Elco WUacan F• 'J4
Anchor Clip Pattemg Ulbacon Agpmcemr Wtream A4gre0emr Bo1aw(05)sarew(G5) scrow(os) U�....r{ISFORMULA 70OBTAIN THE"/JJCHOR X N
Eaga 13tamnca t9rk 1" 2-t2• 7' a1JC 3-tra• P 2-7tY 1• ate• 2• 3.118• 7 SAW %W o.Sza• CAPACITY REQUIRED"CLRRESPONOING TO AN ' I=
Emttedn11 m 1-314• 1.314• b3/4• 1.314• 7 1-114' 1.114" 1.114' 1-114• 1-1/4' 1-1141 Y idla 144 wee. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amhwaga.75•Mb.ac./am,vfa<d oc areal aln ffq.7}: 39oma ago ms 47 o�gtira 1644 iw 270 r. 2601w 354 ma 74o 9a 374{ca 66415s 846lbs 341f�� 442 e, 560 ma OPENING,WHEN IT iS LOWER THAN THE MULLION Q�� z tall N
4 AmMm g 1.15•MFt O.C.1 S104"d(or 01460 C9p(Fig.2k 480 9* 700 roti I WA WA WA WA 380 Ica WA WA WA WA WA Ba2[be W5 no. 1120 an, CAPACITY(FROM THE TABLE)OF THE SELECTED m
4Anclptag3'n9n
0.C.1ca2a5An&aipt1(Fq.sk 7b0tas Ido llu 680 Les 1580111& 1896 ib7 540lba Wo0u WA 760 Las 7481bs 886 lot tam ora 652Ih3 60lb3 11201b7 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Andwm 4�0.45•Mm.O.C.1114121,,mm.12W Alm.(Fig.4k WA WA WA WA WA WA ora WA WA WA WA ora NA NIA 7161Dt CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anctmi FCtp(Fig.sk t980a i96 mt 22506 4461ba as Loa 135 am uoiaa lnlae aroma 767 ibs 3327W ar31b3 fro ma 22f lag 2607W ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors
1.15-Min.O.C)F43b(F .6): 240 Y>p 3501W WA WA WA WA 1B0lag WA WA WA WA WA 34104 442 ib6 d0P 0a ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2: ,! TABLE NOTES:
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, PRODUCT
rg IVI 9 aDFtor;dt,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .--j 1.000' r-- a,...plying
..
Aadcptanco lJp 'O'L)
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. .1.led, Data r
FIGURE 3: ey
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-21 Miami s ltodua
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.000•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
•126" \���� (4YNN
FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•00.WOOD SHALL BE PRESSURE-TREATED ``�\�p.•`�CENS$ 'P
YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063-Til AND BE A MINIMUM OF.125" = CS_• it��
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT
LEAST•125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2'X.126"MULLION 7t; NO.5fS71T5
• U�.11r,-..-_J THE MATERIAL 410 ANCHORS INTO WOOD MAYBE STEEL.18.8 S.S.OR 410 S.S. "!..l t✓,G ~.
L({ 411
•A .• ST TE Of K.y:
~iC�i�••,FLOFtI�I':•"'DC7�•
A.LYNtj i)
FL P.E.#58705
TABLE 2A � n
Mullion Capacity Table IbBlfla �y� g
OpeningWidth(for worticaM-Bparining ikioh3)or0 eningHeight(forh4dz4ntallpapamirgmittions)
601. 60 In 7o In 1. BO In 1 00 In too in 1201n 1406 160 in O
R%Iangutar I TrapTdarg. Reciangdar I TrepBiani) Reotwwlar Trapidera, Redangutar Trapfrdarg. RectargW TraprTnarp. Recia.pu tr Tmpadarg. Rectargutat Trapitdang. RacWnguar Trapideng. Reoiangutar Tiap770ang. �3
1 X 2x.376 Loatllrg tJasOro Leading Loading Lowe Loamrg Leadinngg Loadin$$ng$g Loadhg Load
Loading Loading Loading Loading Loading Loodeg Loading Loading by iE4 U
Alum
mumon
Z x �
42 In 170.0 j 820 17(101 435 1513 662 170.01 478 1287 1 682 1700 We 113.51 082 1168.5 518 logo 882 161L8 517 90A 662 IGAO 51T 717 802 1889 617 IsCR 662 188.91 557 1 687 662 i8ae $17 .0�1J
481n 121.81 607 138.01 419 101.4 507 1192 410 88.9 507 108.7 403 78.0 507 1028 383 67.6 507 99.6 387 60.0 507 980 395 50.7 607 09.0 306 43.4 507 99,D 360 38.0 607 08.0 3%
60.8751n '103.71 456 114.8 379 894 1 456 1 990 371 74.1 458 90.5 364 64.8 46B 81.8 350 57.6 456 61.3 35T IMS 458 600 358 43.2 456 80.0 368 37.0 456 Seo 358 324 456 00.4 358 Of m co
541. 86.4 400 03.3 338 71.2 409 Sea 328 610 400 72.7 322 63.4 400 67.3 318 47.5 400 64.0 315 427 400623 314 358 400 61,9 313 30.5 400 81,6 313 26.7 400 61.8 313 LU C) 0
601n 62.3 3N SBA 278 51.9 324 67.5 270 H.5 324 61.2 284 380 324 499 280 34.8 324 43,8 257 31.1 324 420 256 26.0 374 40.5 753 222 324 40.5 253 19.6 324 40.5 253 N
9 631n 63.8 294 $7.4 2514 448 294 48.2 249 384 281 43.8 247 338 294 398 237 289 284 37.1 234 20,9 294 35.2 237 72.4 284 33.5 230 182 294 33.4 230 '°4 - 33.4 730
48M 488 268 496 x70 30.0 188 424 734 268 37.5 221 29.2 268 34.1 218 280 268 31.6 215 234 288 29.8 212 195 268 20.0 219 16.7 268 27.7 209 14,8 268 27.7 209 0 •
72 In 38.0 225 37.9 196 30.0 226 32.2 191 MT 225 28.4 168 22.6 225 258 185 20.p 226 23.6 182 180 223 221 160 15.0 225 20.3 177 128 216 10.6 176 11,3 715 10.6 1178 Z
76 in 30.8 2022 32.0 177 255 202 27.2 173 21.9 202 23.8 170 10.2 202 211.6 t67 17.0 202 19.7 185 5S3 202 18.4 1835 t28 202 16.7 160 10.9 2021 15.9 SSB 9.8 202 15.e 168 Z
781n 28.3 101 28.8 188 23.8 192 25,1 185 202 192 22.0 1182 17.7 101 10.7 159 15.7 171 191 157 7427-1 91 10.8 156 11.8 101 15.2 152 10.1 192 14.4 150 8.9 t� 14.2 160 Q er
OOIn 186 144 19.D 128 1Sd 144 18.1 128 ¢ N Q
fl61n 16.2 127 1S8
TABLE 28 LO
ANCHOR CAPACITY ADJUSTMENT FORMULA: �
Aheho7Ca obi Table(I a) ANCHORCAP. _ W X
6abt8oW: 2.7k Concrete 3,5k Coq. H.D w CMU Rod CMU PT Wood Ma WI (DPm)X ANCHOR OAP.,,., w 0^V
5nw Eiw 114'98 Eico SrIT Etc. 174'33 Ek. 0108teet 042Steal 01281e, MULLION CAP.,p,,,,,,�� X
Anctior Type: 3116'Elw Ullman 114•Eko UlDwon 3118'El Ullmwn 114'000 Uangan
co
AnchorCllpPattem6 USrocan ApOmGalar UBawn AgpeGatcr 89r4w(G5)scmw(Gs) Sow(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edp4 DiaWrc.gn) r 2-vr 1• 2-ur 3.1x6' r 2.112• 1• 2•trr r 3.1/8• r 0.48' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedmeal(b0. 1.3'4• 1-Y4' tax' MV r 1.114• 1-1/4' 1.114' 014• 1.114• 1-114" r taro• taro• iaiea ACTUAL PRESSURE REQUIREMENT FOR THE N.1 m O xo
2Anclaxa Q4,75'Mh.O.C.J 6taWard a:Offset Cup(Fig.1}: 3906t 3901bs 450 tax ON Rd, 1644614 2706s 28D Ora 3541W 740 Its 374 lbs 664W 846 its 3416. 442 lb. See Ri OPENING,WHEN IT IS LOWER THAN THE MULLION �m0'
4 AW110M Q 1.45•Mn.O.C.181aMaN(or ODael)01P(Fig 2): 450614 7091014 NIA WA NIA wok 3W143 WA WA WA WA WA 6026. 1185 IW- 112065 CAPACITY(FROM THE TABLE)OF THE SELECTED o�n�
4 Anchors Q Y Ma O.Q 1(2)2.5 Arab OW 1(Fig,37 7601, 700 b BMW it. 156ow 1886Ib3 540 614 500 614 WA 760 im 7456. 880 e3 1032 614 1152" 885 6. t120 Ed MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 AncMn®0.45•Mal.OC,I U131p,Into.125-Aum.(Fig,4g WA WA WA WA NIA WA WA WA WA WA WA WA WA NIA Mess CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anshan i F`oep(Fig.St 19563 39363 2258r Ms45a 822 to 1356. 140 the 1771ba 370)5. 1871b4 312The 47365 170 Lb. 221614 28065 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Mantua 1.15"Min.O.CJ F-019(Fig,Bt 24066 359614 WA WA NIA WA 1906n WA NIA WA WA WA 3416s 41210e 560614 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT RBVISBD
�� • DA
d3cDPlplyindw, YtgA1DnlM
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Auitdin0 Coda
As
c"'!tensaHol -G7Z
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -^� 1.000" (�- Expbatian
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. By
FIGURE 3: Miami l4nducT
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. F2 000„ I I 1
...
Fe 0 -1 F I HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \��� OC1(LYNN/
ANGLE CLIP MUST BE USED IN PAIRS. t�� 1,tGENS,,
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .376' C':'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED714' •tr`
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606346 AND BE A MINIMUM OF.125" No.56-105
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT i"X 2"X-375'MULLION - /,+
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ti tfi
�-- �� THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ,`$ F 6
C) �U`--
A.NN MjbhEF�PE`
FL RE.#58705
TABLE 3A
Mullion Capacity Table WOW ANA F
Opening Width(for Yerticaly-spanning mullions)or Opening Height(for hodmntelly-sparring mullions) r`' S4
501n 601n 701n 50 In 901n login 120 N 110 N 160 in p
Rectangular Tlap/Tdong• Reclang,dw Treplm.g. Rectangdm 'kWWarp. Roclangd4r TeplTdang. Rectangular TmprTrl-w. Rectengdar TrapRdang. Rectangular TWTfl.ng. Rectangular TraWd.ngec
. Rtangles 77apfrdo.9.
175 Alum Loading Loading Loading Loading Loading Loading Loading Lwdng Loading Londng Loading Loading loading loading Loading Loading Loading Loading 4
Y
.776 Alum LL
Tuba -f l
I _ 31B 111111 .111 .E 1� � � 121 11 iI I I1 1, 1111�1z1 i1 if11 11 1 z n�
1241 170.0 520 170.0 4J5 170.0 711 170.0 175 170.0 666 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 621 146.7 1301 170.0 521 127.6 1301 178.0 621 111.6 130t 170.0 521 O LU
18 in 170.0 706 170.0 921 170.0 830 170.0 584 170.0 991 170.0 930 170.0 +135 170.0 661 151.6 1139 170.0 977 139.6 1139 170.0 680 113.9 1138 170.0 680 97.6 1139 170.0 680 85,1 1139 170.0 660
50.9251. 170.0 747 170.0 S91 170.0 990 110.0 W1 va.a 1o32 170.0 W4 119.6 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 979 1032 170.0 756 83.9 1032 170.0 75B 73.1 10J2 170.0 756
611. 170.0 797 170.0 612 191.3 007 170.0 1191 138.2 907 154.7 T30 1209 907 1625 720 107.5 907 146.0 714 90.6 907 141.1 710 110.6 007 140.0 709 60.1 907 140.0 709 60.6 907 140.0 709 m O O
80 In WA 735 151.6 625 117.6 735 130.3 811 100.6 735 IWO 599 $8.2 735 100.2 690 78.4 735 09.6 6W 70,5 735 95.1 676 58.8 135 91.5 614 50.4 735 91.5 574 44.1 735 91.6 574 F O J
J
W N 121.0 ON 130.0 6)0 101.6 666 711.6 557 67,0 665 85.9 547 76.2 666 Bot 538 67.7 ON
W.9 Wt 50.9 669 76.6 529 50A 660 75.9 621 43.5 668 75.6 621 36.1 686 75.0 621 � V
6941 100.0 007 1121 522 86.3 607 96.1 511 75.7 607 W.0 501 66.2 607 77.1 493 Seg 607 71.5 486 W.0 007 679 481 44.2 607 W.4 478 37.0 007 62.7 474 33.1 607 02.7 474 Z W m
a $ '
7241 111.9 S10 BS.B 143 6Q0 510 73.0 134 66.3 10 61.3 126 61.0 610 67.9 IID 15.4 510 W.3 413 40.6 510 50.0 406 34.0 610 45.9 102 28.2 510 1{.{ 380 25.5 510 M.J 398 m to
761n 08.4 456 72,5 400 61.6 458 61.7 392 49.6 455 61.1 385 43.4 455 46.6 -378 39.6 436 44.6 373 34.7 456 41.9 360 28.9 455 37.7 302 24.8 156 36.0 360 21.7 456 35.7 353 3 J z
78h 01.2 475 67.0 361 W.6 415 56.6 373 45.9 435 40.8 368 40.1 135 14.7 350 35.7 435 40.9 336 32.1 435 36.1 351 20.6 435 34.4 311 22.9 435 32.0 341 20.1 435 32.2 340 ¢ r
90In 41.6 727 43.1 290 M.B 327 30,1 286 x99 Jt7 31.8 260 25.1 ]27 26.3 275 23.2 327 25.7 271 20.9 321 23,7 268 17.4 327 21.0 282 14.0 327 ig.3 268 Q In Z N
DO In 34.{ x111 35.4 267 7Q7 767 29.9 2S7 24.0 267 x8.0 218 21.5 2B7 23.1 211 19.1 2B7 20.9 210 17.2 281 19.3 277 1{.4 287 16.8 232 F-• M ..O
uC)
X o' Is
108In 24.7 227 24.7 205 20.2 227 20.6 201 17.3 727 16.0 19O 16.1 727 le.0 195 WLO
III In 22.J 213 .7 194 16.6 215 10.1 IN 169 215 18.8 108 r
N U
22y
1201. 17.6 114 17.9 107 U X Q O 0
TABLE 3B ANCHOR CAPACITY ADJUSTMENTFORMULA: a8� Zm0 1n
Anchor Ca acll Table(lbs) ANCHOR CAP.,,,;,,,,,,, _
Subslrale� 2.Ik Concrete
3.5k Con., Hcllow CMU FIRWCMU PT Woad Mekt (DP)X( ANCHOR CAP.,,, �
5116'Eko 114'96 Ek.5110-Ella 1/4'S9 Eko 610 Stool 412 Stool 6129th `MULLION CAP.,a,,m 8 -3 �
AnchorCllpPoKemg Am�rypo� WIV Eloo Ulbacon IW Elco Maw 3MVEll.Welon 1/4'EkoUnman
UlOecan A99ra(ialw Unnaaon Aggrrr0a1w Screw(G5)9.raw(G5) S.-(05) USE THIS FORMULA TO OBTAINTHE"ANCHOR
Edge asoma pin. t• 2-fr1• 1• 7.111 3•v6' r 2-ta' 1• 2-trr 2• 3-va z 0.411• 0.61• 9.321• CAPACITY REQUIRED"CORRESPONDING TO AN
Emhedinml M} 1.34' 1-311' 1.314• 1-311• Y 1-114• 1.114• 1-114' t-114` 1-114' 1-114• Y 1.18' 1•LO' +edea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchm 401.75'M,.O.C.IStandaN 101set Clip(Fig.1) 390 Wa 390 k. 450 Ms ago 1644120 270 IM 2801ba 3511611 7406. 374166 084Ibs 948 ke 341161 4471.11 (BOIW OPENING,WHEN IT IS LOWER THAN THE MULLION
/Amhara®1.16•Mln.O.C.I standard(.106111)Up(Fg.2} 460 lbs 700 lbs NIA WA WA WA 3601ba WA WA WA WA WA 6821W 8861M 1120166 CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchw6®3'titin.O.C./(2)216 Anglo Cnpa I(Ftp.3} 7806+ 7BO Ns 880 Ou 15W His 1698166 540 Wa 560 lbs
WA 780 lb. 746 lbs 880 lea 18021bs 602 b B851M 1120 6s MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Amhae®0.45'Min.O.C./U{2Ip,kllo.125'Alum.(FIg.41� WA wA WA WA WA WA WA WA WA WA WA WA WA WA 715 tba CAPACITY WHICH MAY BE USED TO QUALIFY
t Amllor/FLlip p"Ip.S): 18591 1�5 Poo 2751.w 4+5418 871 P. 135 Ns 1401W 177 0n 3701bs 107Iba 3321b. 4731,. VO b 221120 290161 ADDITIONAL ANCHOR OPTIONS FROM THE
2Ammm®1.16 MN.O.Cl FL41p ff1a.61: 24001 3506 WA WA WA WA Igo Ila WA WA WA WA WA 3476 Mx166 580166 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROOUCr RBVISED
as complying with Ii Flbdm
Building Cndc 0219.
Acttplmco No l6- of
FIGURE I: FIGURE 2: TABLE NOTES: 1.000' L'xpim+ion Date QQQI
• • •--------UF 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.7* 1,0
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Ml 1 de hada.Coah'd
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYIJr\I
FIGURE 3: \ GC 1/
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' :tj�t-,.11GLNsC•
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �07G5 "(
No.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GgO.WOOD SHALL BE PRESSURE-TREATED '375' ;-O', 16
FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.126' '•I� l�
5 I- F <(/.
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT V X 2.75'X.376•MULLION �'C� •.FLORIOP••'• ��``
® THE MATERIALCK AND#0zAN HORS INTO WOOD MAYBE 6.ALL ANCHORS INTO METAL STEEL,8-8 S.S.OL EXTEND AT R 105.S.ST 3 CREW THREADS BEYOND ',LEASTA
/`SS//-f�•;.,.�.•`•`SCP.
• /�l4Yt,1��(��I,ER;P.E.
FL �1 58705
TABLE 4A
Mullion Capitally Table Ibse a � a
Opanina1ARdth(for 4erfiraigspannl n71Blora)orOpanlnpHDt9ht(for h]dmrtaksparriigmutions)
501n 60 In 701n 60 In 90In 1001. 1201. 140 in 16014 t
Ractangd., 7ieplTdong. Rect"" T1a(✓1lianp. Rodanguter 7lLnnd-lg. Reasngd,r Tmp77daryT Rcla.golar lit-wW lg. Reclangdar Tm d Rmlan ter Tr
1X2.76x FR ang 9+ ydMeng. Rsctsrpda Tmp7TdenVi, Ractanpufa 7tapJTdarg. tiYn U
lowing Coating Loading Loodn9 loShcg Coating L..' Loadfnp Laadxl0 Loamtg Lo,dng Losing L046V Coating Loadng Coating Loader L"dop 6
.860 Alum,
Tube
a z _ Z �rrm
4241 170.0 BN 1170.0 435 170.0 744 170.0 478 170.0 I 860 1170.0 596 170.01 9S2 I}70.0 SYD 170.0 1716 1 170.0 521 570.2 11240 1170,0 521 170.0 1488 11170.0 521 156.7 1826 11704 521 7386 1820 174.0 ffif
40 YS 170.0 708 170.0 624 170.0 850 170.0 SM }70.0 992 170.0 630 170.0 1133 170.0 661 90.0 1275 170.0 077 170.0 1417 }70.0 080 141.7 1417 170.0 680 !21.5 5417 170.0 860 198.3 7417 170.0 080 2
50.e25In 170.0 747 170.0 563 170.0 8W 170.0 631 170.0 1048 170.0 664 170.0 1195 INA 723 1626 1286 170.0 747 146.7 1288 170.0 768 121.8 1288 170.0 758 101.5 1280 170,0 750 21,4 1266 170.0 TSB 111 p$ O
54 in 170.0 797 170.0 012 170.0 858 170,0 661 170.0 1156 170.0 754 150.7 1130 170.0 803 11332 1130 170.0 837 120.6 1130 170.0 858 100.5 fl30 170.0 661 86,1 }130 170.0 681 75.3 1130 1711.0 B8t LU M 0
60 in 170.0 M 170.0 701 146.5 915 102.3 761 125.5 915 144.5 746 109.9 915 1323 735 97.6 916 1239 726 87.0 015 110.6 720 73.2 916 114.4 715 62.6 215 114.4 715 64.0 015 114.4 716 < J
J
r, 831. 151.0 1 870 101.0 710 128.5 BJO 1369 091 108.5 BJo 123.2 081 01.9 830 1122 670 111.0 630 104.61 082 76.9 BJO 98.4 BSB 632 870 94.5 819 611 630 94.1 040 47.4 030 94.1 819
H
68 In 132.5 757 1 140.0 We 110.0 757 iia$ 630 913 757 105.9 824 82.6 757 06.1 614 73A 757 80.} 608 80.0 757 042 860 65.0 757 72.0 583 47.2 757 782 $91 41.3 757 702 501 Z a z° m
7214 101.7 030 100.8 552 81.8 838 91.9 540 727 816 80.1 530 83.8 @J6 721 521 $6.6 638 88.5 514 68,9 836 62.1 608 424 676 572 500 30.3 538 55.3 407 319 630 55.2 497 W
3 761. 08.5 671 00.4 406 72.1 571 7a.6 468 B, 571 07.4 470 54.1 $71 60.6 471 48.0 571 55.6 404 43.2 571 51.8 459 38.0 571 47.0 4S! 30.9 571 44.6 447 27.0 671 M,5 446 D:Zz-
i 78 in 80.0 SQ 03.4 474 86.7 542 Me 485 67.1 542 62,1 456 We 542 587 449 44.4 $42 5}.0 442 40.0 642 47.5 437 33.3 542 429 420 28.5 542 40.8 425 26.0 642 40.1 423
901. 52.1 407 03.7 381 43.4 407 45.4 155 37.2 401 39.0 348 326 107 35.3 313 289 407 32.1 330 28,0 407 20.6 3M 267 407 28.1 327 15.6 407 24.1 322 10.3 107 R-01-3-191
9021 42.8 356 M.1 310 35.0 356 37,2 314 30,7 356 J2A J09 28.6 756 211.0. ]04 23.8 330 28,1 300 21.5 358 24,0 200 17.8 356 21.0 20.0 15.3 ]58 70.2 281 x1 RG��
t09fi 76-t 2W 30.8 255 25! 283 26.4 251 21.5 283 ?2.6 217 16.8 283 19.9 2N 116.1 263 18.0 240 116.1 283 10.5 237 fn 1yj fY
1111. 27.6 287 28.7 212 23.1 287 23.8 238 1B.B 267 20,8 2J5 17.1 267 18] 2Ji 15.4 287 1 10,5 228 iY N
720 in 22.0 229 71.3 209 15.3 220 18.8 20 151 229 18.2 282
4
TABLE 4B ~ X�'- z 0 O
ANCHOR CAPACITY ADJUSTMENT FORMULA: to co
AnehorCa ael Table fibs) 21 .. m0-2
9dstmis: 2.7k C0 els 36k Ctrle. "or-CMU I Food cmu PT Wood I wo (DP•,a)X� CHDR CAP-"°'„"}=ANCHORCAP.,,, 9-1)
m�
6116'Ek0 114'BeEko 5116-E140 1W SSFkoEG-82
Y1231Se1 Y1281ed MULLION CAP.,,„,,,,,
A0Ch07CIIp PnnSxmt Am.orryPa- 311E Eko T-i iN'Eko UfUtam tritmcm Y16'Ebo Ulltmon IN•Eko UIVScon AtiamOela UBmcan Am-Cat- 6)ScmwiGS) Sclawm) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edea galema(In1 P 2•I1Y P 2.10.• 3.00• 1" 2-112^ P 2.112' T 3-116' 2- 854• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embemamtin7 1.314• 134' 4.1+;• 1-3+4' r 1-174 1-rr4• i•tA' t-114• 1.114• 1-114' r fare• mnZ ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchomg 4,76'MIn.O.C.I stem wd or 09sel Ulp(Fa i} 380®9 390 If- 4501bs 8901M 1044 Iba 27016: 280145 3548. 7401M 374 ft 664 lbs 946 IDS 442 it. 660 W3 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhas g I,I V Mm.O.C.i Btmftd(a 0t W)CAP¢q,2t 480&a 700P. WA WA WA WA 3601bs WA WA WA WA WA 51 1120 Pot CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AncW g 3•Min.O.C.1(9)215 An9k alpa I(Fq.31 760 Ns T801103 690u,0. 1560168 1896 Wt 540 Ns 5W led WA 760 ms 719111, am lba 169216: 1120 DS MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 AmDas g 0.40•Min.O.C.I U-Mp,Info-725•Alm.(Fla.4} WA WA WA WA WA WA IVA WA WA WA WA WA 716Ns CAPACITY WHICH MAY BE USED TO QUALIFY
las be 195 b, x25 9,S 4es ibs 822 wt 135 ro4 1401tw t77 me 310m+ 1871m 332Ibt 413 the 221 Ins 280 w ADDITIONAL ANCHOR OPTIONS FROM THE
2Amtwmg 1.15'M610.G/F-p1p{Fq.eY 2401- 35000. I WA WA I WA I WA 10216: WA WA WA WA WA 1 Mt lba 4421M 581312: ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �•.J�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT RF,VISBD
;u cumplyln6 with Wo FltXidll
FIGURE I: FIGURE 2: TABLE NOTES: B ildmg Cade %6.q j•yjY'cx3
Actt*7m"-,,
t"'n
• • • --i }.000' }--- ta1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BSEE SHEETS 2-4 FOR GENERAL INSTALLATSON METHODS. M !ll
20.LINEAR INTERPOLATION BETWEEN MULL.LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: •......
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' `i�..• ti1CC=NSG '•.'{' ,,
[--1* 1 F • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 1
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, + No,UB%O6
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED /
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '8 L v� � �'C
FIGURE 4: FIGURES: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125" �U'•,. S A(L of yUh`
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL,TO BE AT
® LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 7'X 2.75"X.650'MULLION C�1 .• C7
lie1I I I i THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,113.1 S.S.OR 4!0 S.S. /'1'/113-'<«lV�1l•�`\?`•
U_LL-__ 117j1111111'11
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE SA
Mullion Capacity Table Ibse td F
Oponln0 VVldlh(for v9nica*spercing mUlion9)or pening Height(for h3f17nrda*spery irg mtil om) C SQ
501. 60 In 701n 60 N 201n 1DO N 120 N 1491n 1BO in p
Roclangd TraPrrdasg. Recferrpdar Teprm..g. Reclenprdar I1ep?dmg. Raclengdar TreplTderg. Roclonpdor Teprrrleng, RedanOdsr Tmpm-g. ReclmOm TDIDTH ng. Rectangular Trepfridarg. Rot 9W TrWTdang. p
1"x3.126"x Loadul0 Loading ICsdng Lwdrg Lwdng Loedng LwdnO Loedn9 Laatlng lnadry Wading Loodn9 L.adn9 Loadng LwdnO Lwdrg L.. ng Loading sY O
.600"AIUm
TuboMUll � y P �• cY �• �r8 d` �' � eS' �. ` B ,m
g .! 1 .g- 111 Z °� N
o
4210 170.0 820 170.0 435 170.0 744 170.0 478 170.0 BBB 170.0 506 170.01 982 170.0 510 170.0 1116 170.0 521 170.0 1240 170.0 521 170.01 1488 170.0 521 170.01 1735 170.0 521 154.4 1802 170.0 521 J W
481. 170.0 700 170.0 524 170.0 am 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 081 170.0 1275 170.0 077 170.0 1417 170.0 680 157.7 1577 170.D 550 135.1 1517 170.0 680 118.2 1577 170.0 660 � Ix N V)
50.6251n 170.0 747 170.0 583 170.0 Boo 170.0 631 170.0 1048 170.0 084 170.0 1195 170.0 723 170.0 1045 170.0 747 170.0 1484 170.0 756 141.7 1495 170.0 750 121.5 1495 170.0 756 100.3 1495 170.0 756 W O$ p
541. 170.0 797 170,0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 541 166.1 1401 170.0 037 149.5 1401 170.0 058 124.8 1401 170.0 051 108.5 1401 170,0 861 93.4 1401 170.0 861 lL O H
10 U)
WIn 170.0 BBS 170.0 701 170,0 1041 170.0 797 158.5 1168 170.0 876 135.7 1158 167.0 928 123.3 1158 166.6 017 111.0 1158 149.7 910 D2.5 1155 144.5 903 743 1156 144.5 941 60.4 1155 144.5 003
63 In 170.0 930 170.0 745 159.6 1049 170.0 850 137.0 1049 155.5 800 119.8 ID49 141.7 546 100.5 1019 1]2.0 630 95.9 1049 125.5 828 7B.9 1049 112.3 520 80.5 1049 118,0 819 59.9 1048 115.9 Big U m
jy Be N 108.5 955 170.0 789 138.0 955 161.3 w1 110.1 955 1337 788 104.2 055 121.4 175 D20 955 112.6 765 83.4 0% 1044 757 69.5 955 99.0 749 59.5 955 98.1 746 52.1 955 95.7 746 d g ?>?7
Je 72 N 128.5 603 134.9 697 107.0 603 114.0 ISM 91.8 80] 101.1 070 043 803 91.2 559 71.4 503 41.0 640 61.2 B47 75.0 642 53.5 SO 72.2 832 45.9 003 69.8 626 40.1 003 89.7 027 � Cn 9 �W
� Z
781. 108.2 721 114.1 629 81,0 721 97.0 016 78.0 721 85.1 605 65.3 721 76,5 695 60.7 721 70,1 688 51.5 721 85.4 SiB 45.3 721 59.{ SBB 39,0 721 50.0 551 34.1 721 65.1 583 Q J V
75 In 101.0 881 1 105.4 599 64.2 684 09.4 587 721 654 75.4 576 03.1 684 70.1 1 557 50.1 8w 64A 558 50.5 SM 59.8 1 551 42.1 Ow 51.1 541 36.1 601 51.3 530 31.5 884 50.6 534 Z .--
Q N o
90In 05.0 514 87.0 458 54.0 514 67.3 445 47.0 514 50.0 MO 41.1 514 44.8 433 36.5 514 405 421 319 514 37.3 421 27.4 514 33.0 412 23.6 614 30.4 405 20.6 514 70.0 10] N Z o
851. 54.2 152 55.7 404 452 452 47.0 396 38.7 452 40.0 380 33.9 452 30.1 301 30.1 152 32.0 318 27.1 152 30.] 373 22.8 432 28.8 305 19.1 452 M.2 359 140 152 13.0 355 U-, Ai?
BN 36.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.5 351 25.2 305 21.1 357 22.7 303 10.0 357 20.8 290 15.9 357 18.0 293 13.0 357 16.2 287 1t.B 357 15.0 TW W N
111 N 35.1 330 35.8 308 29.2 338 30.1 301 25.0 336 25.1 290 21.9 338 23.1 292 IBS 338 20.8 288 17.5 338 19.0 201 14.0 338 18.5 278 12.5 730 14.5 273 11.0 336 13.8 280 M 3 N
1201. 27.7 259 28.2 283 23.1 289 23.7 259 10.8 289 20.5 258 17.3 109 18.1 252 16.4 289 18.3 249 13.9 789 11.9 218 11.8 280 12.5 240 9.D 289 11.4 230 5.7 280 f0.{ 232 U X Q
d 9- 2,80
In(J
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m 01
>,O
AnchorCe ad Table lbs ANCHORCAP.,,o,,,,, �mn
Sura6ale 2.R Cmde 358 Cmc. Ndbw CMU F9fed CMU PTWood Mdai (IDP_)X( )=ANCHOR CAP... � � �a5O
5I16'eko IWSSEko 816 Eko UPSgFJco 01081ee a12S1ec1 912SIee3 MULLION
Anchor T7pe TIO-Efcounracm IN'Eko Uaracon ane Eko ll4ram 11V Ekou82con dg 93 1 ) (O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Anchor Cllp Patterns uvKw A9geG r usmcm A recata screx 1� scrn(05) Snell
Edge Clnatxe pn) f• 2-112VQOW315OW303
z3118• P 2-VF I' 2.112' z 3-118' z 048• Ow' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
1311• ' z 1114• 1-114- 1-114• 1.111• taw• t-ve• z tarB• ta'e canes ACTUAL PRESSURE REQUIREMENT FORTE2A.tl 49 4.75-MIR O.C./Sfarlwnt rr 00x1 C1p OID 1Y 30ID5 3w0sIr0F
lbs 270 Ds 280 bs 3w IM 7401m 3741D3 601 ws 946IDS 341 Ib. 442tm I50 an OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amtas®1.15•MN O.C.I5larmrd(IT OIMeOC9p(RD 27 4m IDS 700ImA NIA 380IDS NIA NA MIA WA IBA 682 Do 066IDS 1120 IDs CAPACITY(FROM THE TABLE)OF TE SELECTED
4Amtvm @T MN.O.C./ 235AngleCops I(FlD 3) 780IDS 700811 0» Ws wO Ws 560IDS NIA 760Itn740 ms BBO WS 1B021ae 882 bs 085 Wa 1120041 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3ArxInW U 0.45•Mln.O.C.!UCO,NIOA27Alum.(FID 4) NIA WAA NIA WA NIA WA NIA WA WA NIA WA 1073 We CAPACITY WHICH MAY BE USED TO QUALIFY
lArxtsxl FCOp(Rg5) 105 IDS 105 IDsWe 90 135 WS 14o lts 177 WS 370 Us •187 WS 3ffi IDS 473 IDS 1100, 221 es ze0 Ws ADDITIONAL ANCHOR OPTIONS FROM THE
2 AMts8s®1.17 Bun O.C.I FCO g 6? 240 Ws 3501t1s NA WA N/A IUA 100 Ds NIA WA NA WA WA &190 112IOS 560 9a ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PIiOOUL R[ivI5Bt3
m complying wilb IW Florida
-1.000'•-1 B.ildingCodc $218.03
FIGURE 1: FIGURE 2: TABLE NOTES: Acceplassco No �v
rmfion D.I. a0v
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
0 11 11
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Nv Da6cPm6x1
tt 111111!I//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3,125'
FIGURE 3:
3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \ti '�tGENSt; P
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 11s
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -'Y� Nu,56705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED j
l LY.
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -�
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' S(,Nf(:
1•X3.12;1 X,5*MULLION (7
I(I�II THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT (7'VF MULLION) '• <''.,rLUR(O��•' �C.:/�.�
THE LEAST.MATERIAL!NKAND A36.ALL ANCHORS INTO O 81.12 ANCHORS INTO WOOD MAYABE SHALL EXTEND
S.S.OAT LEAST
410 S3S CREW THREADS BEYOND r s!S��O)�A\;�\'�`\
11 I I II II II II A.LY�IW&LER,P.E.
FL P.E.#68705
TABLE 6A
Mullion Capacity Table(Ibse)
Opening VYtdth(tarterOce6y-sparring m0lons)or Opening Haight(tar7gi12onta4f-spattrirg mWior>s}
501n 6D In 701. I Win 00 In I 100 61 I 120 61 1401. 750 1. ffi 0
Rectangular Tragbiang. itectm&-f TwptTdang. Rectangular T(Wiliagg. Rectangulm TmpirdanB. R%tenaulu ll.wdang, Rectmv4er Tieltl70an0. Rea.wlar Twp fdmq. Rectanadet TraprNme. Raianguter 7tapt7dup.
1X4 X.126 laednp LoudnD LaMe LoadnO IAf6dn0 LoadnO Lowing Lmdna Lading Loadn0 Lowing Loading L.Wnli Lml g Lo6061B Loadna Lowing Loedltp Q A w
A}um.Tube d 4Y U
Mullion
Ob Ica r
� rs o4'67 170.0 020 1700 435 I7aa 744 170.0 475 178.0 888 170.0 606 tla.0 992 170.0 519 170.0 1518 troo 521 770.0 1240 true 521 110.0 t456 170,0 521 145.8 1489 170.0 $21 127.6 1484 170.0 821
4561 170.0 Tae 170.0 e21 170.0 630 170.0 584 170.0 902 778.0 630 170.0 1133 170.0 681 t7o.o 1270 170.0 677 168.3 1303 170.0 680 130.3 1303 170.0 We 111.7 1303 170,0 580 91.7 13M 170.0 880 -j 2
50.625 In 170.0747 170.0 503 170.0 896 170.0 631 170.0 1046 170.0 561 170.0 1195 170.0 723 138.1 1235 170.0 747 140.5 1236 170.0 756 t7T.1 1236 170.0 766 '100.4 1235 570.0 750 87.6 1230 570.0 756 .� m W
]o
6461 170.0 797 170.0 012 170.0 435 170.0 841 110.0 ilia 170.0 754 164A ltbli 170.0 803 1372 1768 170.0 037 123.5 1758 {70.0 630 102.0 1156 170.0 Sgt 862 1158 170.0 861 773 1168 170.0 881 U1 M 0
600 170.0 885 170.0 701 168.7 1042 1704 797 142.9 1042 161.1 032 125.1 1042 140.7 015 111.2 1012 136.0 601 100.0 1042 130.2 791 03.4 1042 125.1 782 71.5 1042 125.1 762 02.5 1042 125.1 782 � <L1 J
63 In 170.0 870 170.0 NS 761.2 992 163.8 BSB 129.0 602 144.4 700 113.4 992 131.0 781 100.6 DB2 121.4 706 90.7 892 it4.8 766 75.6 892 108.4 746 64.6 992 lose 74.4 W.7 092 105.0 744 -i
6603 165.4 847 179.0 780 1375 947 1150 756 118.1 W1 1711.0 788 103.! 947 117.7 732 B1.6 017 1067 738 82.7 017 101.2 721 68.4 941 95.1 713 59.1 047 94.0 711 51.7 047 94.0 711 2 (1) • h >?
W
721. 136.8 049 1127 737 1172 Bl4 121.8 712 87.0 040 108.0 700 04.0 61B 86{ BBO 76.6 819 05.7 680 67.0 M0 62.7 876 58.5 840 16.3 669 48.6 840 72.0 852 42.6 W9 71A 851 iRpi
781. 115.6 762 120.7 600 95.3 762 107.6 832 92.5 742 90.0 846 72.2 762 00.8 829 642 Tat 74Z 620 87.6 782 642 873 48.1 782 52.6 602 +5.3 781 59.9 697 36.1 702 69.4 640 N v Z
5 78Dt 108.9 724 MA 674 59.0 724 94.6 621 76.3 724 62.9 609 60.0 724 74.4 599 59.4 724 65.1 691 63,1 724 83.4 503 44.5 724 57.3 573 382 724 64,3 687 33.4 724 63.5 566 J r r
DO In 80.6 643 71.8 403 58.0 5W 60,7 474 40.7 643 52.9 466 43.0 543 47.1 458 39.0 543 42,0 402 34.6 643 79.6 448 20.0 643 34.0 148 24.0 643 321 430 21.7 543 30.] 428 N a
981. 57.3 478 50.4 427 ;7.8 A8 44,7 419 ;0.9 J78 13.2 412 36.8 +76 76.5 408 31.0 476 31.6 400 20.7 478 320 390 23.9 478 28.1 368 20,5 ;TB 25.8 }g0 t7.D 478 342 376 F- QO
1001. 40.3 377 14.1 311 33,5 377 34A ri5 298 377 30.0 330 26.2 377 26.0 775 22A 377 24.0 321 20.1 377 22.0 317 18.9 377 14.0 310 IIA 377 17.1 3W r $
11161 37.1 307 J7.5 317 70.9 357 31.0 310 28,6 357 27.6 313 233 357 21.1 309 20.6 357 22.0 305 10.5 357 2o.t 301 15.4 357 17.4 204 }(
12061 29.3 308 29.8 276 24.3 308 26.1 271 21.9 308 21.7 270 t0.3 306 102 M7 16.3 349 17.3 263
IH In 17.0 212 112 IBB U X Q O O
=e� z co
TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: ma
Anc at Ca aci Table(IDS) MDQ
61461010316: 2.7k Cgncfde 3.614 Calk. Hog"CMU Feted CMU FT Woad F0.3-24'
ANCHOR CAP.,,,,,,,,
(DP)X t } ANCHOR CAP.,,,
Arlctlorrypa: 37th•Eko Uttwa¢. iJ4'Eko UN�m 5'18•Elco Y/8'Ek4 Naacon iJ4•Eka U5r6aaa V4'86 Eka 6+10'Eko !74'Ss Elca 810 61ed 812 Slael MULLION CAP.,,",,,,.,
AnchorCllp Patterns L60am A49moatar t8becon AQB33 El' screw(06y ScmY(175) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge gelwroa Mk I• 2.1R• r 2nrr 3.176• 1• 2-7rr 1• 2.1rr r 3.110" 21 DAA 0.64• CAPACITY REQUIRED"CORRESPONDING TO AN
En10admml(1411: 1.3r+' lata• 1•Y4" 1•Y4• r 1.114• 1-It4' 1-IW 1-t14• 1.114• t-144' 2• tag' I-w ACTUAL PRESSURE REQUIREMENT FOR THE
2 Ahom 484.76'Mm.O.G. SSwMeraorOtbal Cep(Fq.18z): 390lbs 390165 450156 6901bs 1W11bs 270100 260 let 364Ws 74000 374163 W4 lbe W8M 361610 4421bs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Atklkm Q 2.25•M0.QC.t Wnclud W 06160 C6p(Fg.37 70000 700 BM $8005 i+!0166 852 Ae WA 68006 WA we VIA WA SaoThe WA 68203 885lb. CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnctho QlAYM0.0.C.1SImderd(w0be0CBp(Fig.4t 05003 1400103 WA WA wA WA 7601be WA WA WA wA wA 1363156 1'71o1bs MULLION.IT WILL YIELDAMINIMUMANCHOR
♦AntiprsCYBOA O.G.1(2)235 Anob Chat r(R8.53: 78005 leo 0s 880955 1588 abs 7688 ea Sao lbs 580(6s WA 16006748 ttm No lbs !892156 66203 085156 CAPACITY WHICH MAY B£USED TO QUALIFY
6 AnchomQ3•Min.O.C.IR)205 M00 Ctip3 I(Flg.6): 11701bs 1170 lb. 10200s 2340 let 204405 8101W 040186 WA 1140 ib1 1122103 132003 28391b3 1D220s 1321 Ibs 16M ADDITIONAL ANCHOR OPTIONS FROM THE
4 Amtkm 44 OAS'hen.O.G.t Uap,6110.125'.0140..(FiO.7y: WA WA WA WA WA WA WA NUf WA WA NIA WA WA WA 1430 M ANCHOR CAPACITY TABLE.
2 Anchors 02.25'Min.O.CJ F43b(F10,e7 350155 3501bs 288917 705I0s +7B Ibs NA 2801W WA ]1605 WA 440103 WA 34105 442156 680155 FROOUCI'REVIS[O
4 Afktkrs 1.55"Min.O.CJ FL9p fb99y 48003 700105 WA WA WA WA 380lb3 WA WA wA WA WA 03203 834165 112005 as Y1118 with falx Florid•
1.000' Banding Coda l�o'b23$,p^�
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ""I F•- AttYtptaucc ra_
expiration OakIj(}¢t
TABLE NOTES: By
FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURE B: FiGURE9: Minmi Judo�mda C , t
• • • • • • . • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEEjT
ttt
• • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .'
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE. ,�'�.• ytCBNSp
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000"
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE 5: FIGURE 6: FIGURE P. SUGGESTED,APPROXIMATE HOLE LOCATIONS. -
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS,HOLLOW AND GROUT-FILLED ?'•, S71(TE 1' :•.`.iJ;
• • • • CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW ; �. LORiDI,•'' •�':`
(CMU)
.125" T J: C7•
• • SOUTHERN PiNE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8083-TB AND BE A MINIMUM OF.125'THICK.STEEL -T C n cOR••STUDSTO BEA
( ) AND A38 ALLL A CIHOR3 INTO META SHAE 33 LL EXTEND AT LEAST 345'THICK(18 )SCREW THREADS.STRUCTURAL THE MATERIAL#10EL TO BEAT LEASTA25' 18Kf /'ll JS7
ANGLE CUP FIGURES 58(3 MUST BE USED IN PAIRS. 1'X 4'X.125. 1,1
#t2 ANCHORS INTO WOOD MAY BE STEEL,f8.8 S.S.OR 410 B.S. MULLION A.LYNN M(LLER,P.E.
FL P.E.#58705
TABLE 7A e
Mullion Capacity Table IbeiR
Opening Width(for wtucaly-spanning mutlons)orOponing Haight(for hori7ordalyspanNng muNons}501n 4OI, 70In 801n go in 1001n 1201. 1401n 1001. 9 ' 0
1%Alum.Te 4%-376 Ractangsim Tsaptid-ii. Hanecgtar TtaprillnB. Rectangular TSapf71da. RcAwgdar Trpf1daa(g. ReOPPOTrapmwv. f1w.ngdar TraprTdPall. tuctutisla Tra)NTMng. R"twou Trepfl'dang. RttAm>Wllar TaplTdlei,
0.
laadng Loading Londng Loadng Lading Loadni; Loading Loading Loadng LaWing •lmdng Ladng Loading Loamo Loading Londng Loading Ladn9 Lai'
ub88
g�T6d 'r r
Mullion 1 _ 1 1gh hi $ A_ 7r It
a_ 1
r a_ 111 rrI 11 11 11
6
� N
421n 170.0 620 170.01 435 170.0 744 170.0 478 170.0 We 170.0 608 170.0 092 170-01 519 1170.0 Me 170.01 521 1170.0 12#0 170.0 521 170.0 ION 170.0 621 170.0 1735 170.0 621 1ioe 1683 170.01 521
481, 110.0 706 170.0 624 770.0 050 170,0 661 170.0 992 170.0 830 170.0 1134 170.0 681 170.0 1215 170.0 677 1710 1417 170.0 ON 170.0 1700 170.0 640 170.0 1883 170.0 850 151.8 2021 170.0 600
50.8251. 170.0 747 174.0 563 170.0 No 170,0 631 170.0 1048 170.0 064 170.0 7195 1709 7Y3 170.0 t345 170.4 747 170.0 1494 170.0 156 170.0 1703 110,0 ?4e 166.0 1918 170.0 756 136.8 t9i9 170.0 766 a'd
541n 170.0 787 170.0 612 170.0 956 170.0 1191 170.0 1110 170.0 764 170.0 t27$ 170.0 803 170,0 1434 170A 637 110,0 1594 170.0 656 159.9 1709 170.0 661 137.1 1790 170.0 861 120.0 1769 170.0 Bal LU CQ O �
601n 110.0 045 170.0 701 1740 1063 170.0 791 170.0 1240 170.0 578 170.0 1417 170,0 044 170.0 1694 110.0 996 155.5 1619 170.0 ton tall 1819 170.0 1063 111.0 1619 110.0 1083 97.2 late 170.0 7083 � ((D J
8313 170.0 gag 170.0 745 170.0 1116 170.0 650 1740 1302 170.0 940 170.0 1468 170,0 1415 160.7 1642 170.0 1070 OLO lU2 170.0 1122 147.5 1642 1896 1168 100.7 1542 167.9 1167 aa.1 1642 187.9 1157
60 in 170.0 974 170.0 759 1700 flog 170.0 903 170.0 1364 170.0 1002 1646 1472 170,0 lose 142.8 1412 166.8 1148 128.6 1472 150.0 1130 107.1 1472 17.8 1106 91.8 1472 148.0 1104 60.3 1472 148.0 1104 Z SO i m
sf 721n 170.0 IOW tTaO 678 tree 1271 170.0 1009 100.8 1320 1862 flOt 1320 1320 149.0 1082 117.3 1320 131.8 1088 105.0 1720 @5.8 1049 68.0 1320 117.0 1024 76.4 1320 H2a 1013 98.0 1320 1121 10112 fJ '
78 in 170.4 1122 170.0 937 149.8 1184 156.4 1013 1282 1184 139,9 994 1122 1154 125.7 978 99.7 1164 116.3 964 698 1164 107.5 952 74.8 1184 97.6 935 84.1 1184 911 827 56,1 1184 923 925 � z
761n 166.1 1124 170.0 987 138.4 1124 147.0 D8S libe 1124 126.8 947 103.0 1124 1154 931 923 1124 105,0 018 0.10 1124 99.8 806 892 1124 59.9 Egg S9.3 1124 84.3 881 51.8 1124 512 570 Q "I rte-
soin 108.1 844 111,1 750 90.1 044 94.3 736 77.2 844 62.1 724 87.8 044 73.3 712 60.1 644 66.5 702 54.0 M et.4 693 45,0 844 54.2 678 364 844 30.0 668 33.6 644 47.7 662 Q N O
96 In 69.1 742 91.6 ae3 74,2 742 77.2 652 616 742 672 641 55.7 742 69.6 811 49.6 742 64.1 622 44.6 M2 49.0 614 37.1 742 43.8 500 31.5 742 39.5 690 21,0 742 37.5 664 ¢to ((7 s�cp.C3
1081. 62.6 588 63.9 830 52.1 566 63.6 521 44.7 356 40.6 513 39.1 me 41.4 505 N.0 658 37,3 498 31.3 560 342 492 20.1 658 29.0 401 22.3 668 28.8 472 10.6 588 24.7 486 U.
, tin r
tilts 57.6 555 311.4 W3 48,0 556 496 495 41.2 655 42.9 487 36.0 655 36.0 460 32.0 655 34.2 <73 29.6 SSS 31.3 457 21.0 555 27.1 457 Z0.6 855 24.3 448 766 556 22.4 742 W X
1201. 46.6 475 46.4 433 78.0 41b 79.0 428 328 lTe 3).7 420 28.5 175 29.6 U4 26,3 475 26.6 409 22.6 473 24.5 404 19.0 ITB 21,1 J91 18.7 #)6 16.7 387 11.3 ITS 17.2 781 U X
1441. 28.4 770 20.7 305 22.0 7J0 22,4 341 18.0 J3D 18.7 297 18.8 J70 17.0 203 (L c'- 0 0
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ce aci Table Iba ANCNORCAP.,,a,,,„, �L�
Sutoi2ta: 2.Ik 7•.4(CRIa 3bk Caw, HaSow CMU F•ed CMU PTWoat M4tat (DI?„)Xt }-ANCHOR CAP..„
5116-Ek9 134'68 Eko 5118'Elco 114'69 Eko Co 31441 112 Stasi 0125teal MULLION CAP.,,,,,,,,
An0hor0tlpPOdem9 n'p° OISSEkolutfaem v{•EkaUgmOm U, 3/,l'E40oUltacm 114•E1eou6rneon Agga0ate4 USrncon Ap3raCamr Samv(OS)9aawiCi) 8erax(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
EdeaDIL..c(In): r N24r.- r 2-112' 3.118' 1• 2-1/r r 2-/rr r 3-Ur r 0.46• 0.54' 0.324' CAPACITY REOUIREO'CORRESPONDINGTOAN
Embadmant(nT 1314' 1.30- feu• r 1-t14' 1.114• 1-114' 1.114' 1.114' 1-114• r 1.318• 1.1'6• w(Irs ACTUAL PRESSURE REQUIREMENT FOR THE
2Arohars 04.75-Min.O.C.I Stondatd or Mal CUP(Fig.142} 390 w. 450103 610108 1644 lbs 270 Ru 2801on 354100 74 W 3741ba 664 lbs 9469 311It* 4421b4 SWbe OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Abom 0211 Min,QC.t8wagad(Pt06sel)0Ip(Fig.3}: 744 roe 5600. )4101b6 952 r" WA 5806• WA =Is. NIA Sao tb5 WA 652 ft miff, 1128 roe CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Ambm 0 MIS-Min.O.C.I Slandard(of Oriel)C6p(Flo.4): NO wa WA WA WA WA 76010. WA WA WA WA WA 1353103 1770lbs 2244 w. MULLION.IT WILL YIELD A MINIMUM ANCHOR
700roe 600 ws 1%0lbs 1896 w4 54016. 560 ws WA 700IM 746IW 880 tba 18921#. 082 ws gg5lbn 1120 wa CAPACITY WHICH MAY BE USED TO QUALIFY
8AWhaa03•MlnO.C.It2I2cSAnal.CIIPSItFp.6} 117Olb$ 1020 Fos 23401ba 2844 Ws 510 V. 840 wa WA 1101bs 1122 lbs 1320 lba 2038 Ins 1022 Ib. 1327 u Mom
ADDITIONAL ANCHOR OPTIONS FROM THE
4 Auaho 0 0.45'Mut.O.C.I IIQIP,kd0.i25'Alum.¢Ip.7k WA WA WA WA WA WA WA WA WA WA WA WA WA NIA ANCHOR CAPACITY TABLE,
2 Amhaa 02.25'Min.O,O7 F(31p Pp.01: 350IW 3501- 290 Rp 705 wa 470 ibP NIA 2BO Iba WA 718165 WA 4401M WA 311 w. 4421M PRODUCT REVISED
4 APO-01.15•Minn.O.C1 F{21p 1F1p.9): deo lbs 7401ha WA WA WA NIA 35015. WA WA WA WA WA 811104 BBS Iba Bad dinas Cod 03716 Lino Flurid9
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Bad ding Code
--j 1.062' f- --( 1.00(1" r--- Acaptentt too 16-p'y)B•4)3
P pint Dorte��2�
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4- FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mlarn t}ad0 H4duct
• • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. l t I I 1111
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. \� O,y{LYNN
•; �1�,.•'L1CFId5f '•.Fns
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' 't
SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000"
SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 507Q
FIGURE 5: FIGURE 6: FIGURE 7: r 1t•�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND ;-Lt'• - t.0 1
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE Jf"0� :, 4!
e 6 • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE �- %{i�••' Tl UMOh,•'.7.;1;
6063•T5ANDBEAMINIMUM OF.125"THICK.STEEL STUDS TO BEAMINIMUMGRADE33AND.045' .375" ,375" t .'• ;.t,.:...••
THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL ANCHORS '''n
ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4'X.375' 1'X C X.375' 11 k`
ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LS'NNIMILL�A'P,E.
FL P.E.#58705
TABLE 8A
Mullion Capacity Table Ibs1Rs +l ri F
Opening Width(for vertically-spernlrg mtaorts)or Opening Height(for hori7ordaly-spewing mullion)
So In 601. 701. 00 to m In 100 In 120 In 140 In 160 In d6
1.26"% RmIangufar TrapfMang. Rea ow TmpfWr nl. R.d.gular Traprrd. kR . Trap/Trlem Ractangrlar Tmpmtarg. Rafanpder Tmo Tdan4 Rectangular TmpRdeng. Recm.Omar Tmprmwa Rectangular TrapTdmg. p W
LOad.Q Loading Loafing Loadng Loadrp gLoedlrg L..Ug Loadngg Loadn11 Loafing Loodng Lowing Loadn9 Loadn9 Loafing LoaAing Laad.B
Tubo Mull � �' ` � � � � yq E GO LL
yy pp yC ycy N
421n 170.0 020 170.0 435 170.0 744 170.0 476 170.0 860 170.0 5W42 170.0 510 170.0 1110 170.0 521 170.0 1140 170.0 621 170.0 14Ba 170.0 621 170.0 1735 170.0 521 161.8 17ag 170.0 521 O l+l
48 1n 170.0 706 170.0 $24 I7o.0 600 170,0 5a4 170.0 092 170.0 630 170.0 1111 170.0 WI 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 154e 170.0 860 112,7 1548 170.0 660 110.1 1610 170.0 em
50.WSIn 170.0 747 170.0 563 170.0 900 170.0 631 170.0 1048 170.0 ON 170.0 1185 170.0 723 1708 1346 170.0 747 167.0 1406 170.D 768 138.2 1{68 170.0 760 118.3 1458 170.0 756 104.4 1468 170.0 756 W 0� O
641n 170.0 707 170.0 612 170.0 956 170.0 591 170.0 1116 170.0 764 I7D.D 1275 170.0 803 183.1 1378 170.0 837 140.6 1376 170.D 855 122.3 1J76 170.0 081 101.a 1376 1708 861 81.7 1378 170.0 601 17:3 W O
50 in 170.0 885 170.0 701 170.0 1003 170.0 797 158.0 t156 170.0 87a 139.0 1ISO 167.4 Me 123.6 1156 166.8 010 111.2 1150 150.0 012 92.7 1158 144.5 005 79.4 1158t24.3360
5 69.5 1155 144.0 905 F='- W
631n 170.0 030 170.0 745 180.1 1051 170.0 850 137.2 1051 155.8 602 120.1 1051 142.0 945 106.7 1051 132.3 837 96.1 1D51 t25.7 630 60.1 1051 110.5 022 66.8 10511 60.0 1061 119.1 021 N 7
88In 167.1 957 170.0 789 139.3 057 161.6 805 119.4 957 134.0 700 104.4 957 121.6 777 92.a 057 112.a 767 816 OS7r37.4
769 09.0 857 100.0 760 61.7 9578 022 957 118.9 740 Z J g YYY,,�Y�
721. 125.7 504 1352 698 IW.3 1104 1152 664 91.0 804 101.3 671 00.4 604 9t.4 680 71.5 904 54.1 0.10 648 UN BI] 63.8 604 71.3 633 48.0 0040 40.2 804 80.11 825 �Z
78 In 109.4 722 114.4 630 01.2 722 97.2 61B 70.2 722 66.3 606 60.4 722 76.7 NO 60.8 722 T0.3 Sea 64.7 722 560 45.8 722 59.6 670 39.1 7213 34.2 711 68.1 684 fr
5 ]filo 101.2 883 106.0 600 048 BDS BBA 680 723 805 70.6 677 W260
6 68e 562 1185 B{,6 660 60.0 OBS 60.1 42.1 883 61.3 613 38.2 BBS7 31.0 886 60.7 678
min 65.9 615 88.0 457 54.0 515 57.5 449 47.1 515 00.1 441 .7 434 36.6 515 40.6 428 33.0 S15 422 27.5 616 11.141323.5 51507 20.6 515 29.1 404 Xmin 54.3 453 55.8 404 45.3 453 47.1 397 36.6 453 41.0 791 .4 365 30.2 453 33.0 379 27.2 453 . 374 22.0 463 20.0 780 10.4 4530 17.0 453 229 356 00 Np s
108 h 30.1 JSB 7B.D 72] 71.0 360 32.8 716 27.1 756 211.4 313 .2 306 212 356 22.7 J04 19.1 J6e 10.8 300 19.8 356 16.0 20
3
W
111 h 35.1 3311 33.8 306 29.3 378 70.1 341 25.1 778 28.1 297 .1 79] 10.6 336 20.9 259 17.6 370 19.1 265 X
1201n 27.0 200 28.3 284 23.2 290 23.8 200 19.9 200 20.6 256 2 253 15A 290 18.4 240 U N Q O O
144 H 16.1 201 16.3 188 4.c Z m O s'�
TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: It mw
AnchorCe acl Table(ba ANCHOR CAP.,„„�, n
sumbale 2.7k Conc.Je 35hCmc. Hdw CMU F4Ied CMU PT Wood Meta (DP,)X( )=ANCHOR CAP...
916•Flro V4•ss Eko 916•Eko 114•ss Elco Nm slcd #12stml #12 slcel MULLION
AnchorCllp Peltama Amnv Type &16'Elco lmra<m v4•Ekoutmcm up�m NIT Ek.III- V4'Ek0Utmcm AggSS u5mcm AmmGmQ scne ((8)3-(05) acrM(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
EoWDistance 9n) 1• 2-v2 1• 2-112• 3.11e' 1• 242' 1• 2-v2' z 3-1/8' T 0.48' Dad- D.s2r CAPACITY REQUIREWCORRESPONDING TO AN
Al
111/4' tart 111/4• 1114- Y 1.14• 1414' 1.114' 1.110 1-1/4• 1.1/4• z' tea• 1348' Ydk3 ACTUAL PRESSURE REQUIREMENT FOR THE
2AACiprs®4.7d Min O.C./Smrdard or 06se1 cup(Rg 1} 300 ms 300 ms 450 ms LgO bs 164/®. 270ms 20011. 3MIIA 140DS 3741Ds fist lbe Od6Ds 341005 442 Cs 6600➢ OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arch-®1.15•MIR O.C./StmMrd ar orbet)cup(R9 27 400 ma 700 Ms N/A WA N!A NIA 380 Ms N/A WA NIA WA IYA 002015 BBSMs 1120 Oa CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amhom®31 Min.O.C.1(J)215Angle Caps/Q1g 3)' 700 ms 7009. 600 Its 150009 1896M 610165 500 Its NIA 760lbs 7480. awies 1B8111a 61121bs 65503 112 tts MULLION.IT WILL YIELD A MINIMUM ANCHOR
d A.nom Q 0.451 Min.O.C.I U40p•In10.Wtr Alum.(Flp.4) N/A WA N/A WA N/A N/A WA N/A WA WA WA WA N/A WA 1430 ms CAPACITY WHICH MAY BE USED TO QUALIFY
I Anchx/F-U (ng s} 186 Yn 186110 stn 446 IM 821 to 135ms 140 its 1T71bs 3701te, Wlbs 53208 47308 I700e 221 Me 21 to ADDITIONAL ANCHOR OPTIONS FROM THE
2 Moon 401.18'MIR O.CJ FCB 01 61 210 ms 950100 NIA WA NIA NM 100 m NIA WA N/A ILA WA 311108 442 Ma Y£00e ANCHOR CAPACITY TABLE PRODUCT REVISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. es complying wilh Ow Plerids
[Wilding ccc 341 t6_02I
FIGURE I: FIGURE 2: F--1.250•--{ 2.$,�Dt2c !2�6
TABLE NOTES: By21
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS2.4 FOR GENERAL INSTALLATION METHODS. MlrorFmtCon
/1111111/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \\���O��( LYNN'kgze,�i�'
FIGURE3: 3.188' r.•'•1,1,[.N,SF '•.`�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE N.
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '•'��
® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 266, _ /�t`lu.587G5
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _-() 0 p714 .i'li
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL LCONFORM TO ASTM G90.WOOD SHALL -, r oBE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE y S ,:-
• 80133.76 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ' '�i.•'•.,�LGR10N.•'�'�',•:'
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND 836.ALL 125'X 3.186'X.285^MULLION ' �•c.1 .....•
(1.1/4'VF MULLION) /i��f1/QI�IA�-
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. //
010 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN IAWAL ,P.E.
FL P.E.#58705
TABLE 940
Mullloa Capacity Table,(lbehel 1Y pt
Opening Width(forvortlealyapanning mueona)or Opening Height(for hodzontallyepaming mJ6olm)
5D i. fiOln 101n 60N 90 in too 1. 1201nH01n 160 In
1.26%3.2b Reatm9ekr T'.TAen9 RooWgA, T.Part.p. Reel4ngaw L pr A.Vr Raol.MW inp?rwg. Reolan94kr TwP•r".% It ewrgtS Tepinnan0 ft.1.141ler TwpRA q. R4etap 4r TwWrd g. R.LV puler TmptTd. 4j a
LoaWg `.toedn9 Ltadng toedkp I.Nfin9 LaA+g Loadng Laedug Ladrg Loadnp ioad»p laa4ug Ladng Lo4dutp Loedeg Lowing Lowing LudnB I's.
o:
.100
is
AImaIum.Tnbe � O � � bg �'
11 1
II I
42 in 170.01 620 1170.0 435 170.01 741 1110.01 476 170.0 0611 170.01 608 117co 922 1740 619 Ilea 1118 1700 621 153.3 1118 170.0 671 127.7 1118 1170-01 521 109,51 1118 170,0 521 95.8 ilia 110.0 621 9 I-
45 W 470.0 708 i70A 524 1104 850 1740 684 167.8 978 170.0 830 140.7 978 Ilea 661 1344 918 1740 677 117.3 078 1704 680 87.8 We 77a.6 WO 63.8 fl7d 170.0 683 733 879 110.0 860 L(ly1}
50.025b Woo 747 170.0 603 110.0 088 IIOA 831 160.1 927 170.0 684 131.9 027 166.6 708 117.2 927 152.1 699 105.6 827 160.3 698 87.9 927 156.3 685 75A 921 155.3 aO5 65.0 027 1603 685
54 M 170.0 707 110.0 012 164.5 886 110.0 691 132.6 069 163.0 683 116.0 862 141A 689 147.0 680 134.0 660 92.7 669 120.4 654 77.3 1169 126.8 652 68.2 an 126.5 652 87.9 680 728.6 852 LU O� O
601A 1432 748 1639 034 119.4 746 132.3 620 1023 748 1178 438 a1 748 107.8 In 72.6 748 101.0 602 71.0 746 968 687 69.7 746 933 503 512 748 03.3 663 "a 748 933 683 m M
Win 173,7 677 132.0 6)0 103.1 W7 11]2 566 dao 677 100.4 635 71.3 877 914 64tl 88.7 d7r 85.7 1139 81.6 871 61.0 631 61.8 617 77.0 629 41.2 677 78.7 529 38.7 877 707 628 ( J
66 In iW.e d1J 111.1 $30 89.7 817 97.8 578 78.9 817 88.3 500 81,3 877 78.3 600 594 Si7 72.8 194 63.8 617 88.7 489 <4.8[14
bt.4 48S 30.4 8tt 61.1 482 33.8 817 03.7 452 .�
0.
p� 12 W 82,0 516 87.1 450 00.1 616 74.7 440 50.2 610 85.2 432 51,0 619 698 426 48.1 616 54.2 419 CA 618 Sol 414 34.5 46.6 408 22.0 618 444 405 264 619 45.0 405 z U)= m
!9 18 O1 10.6 465 117 408 58.7 465 62.0 398 50.3 485 54.9 390 44,1 466 404 381 39.2 488 45.3 378 35.2 185 42.2 374 294 38.3 387 252 463 35.5 351 22.0 466 342 363
J
781n 85.2 441 DOA 387 61.3 441 67.7 378 489 441 60.8 372 40.8 M1 45A 358 36.2 441 41.0 340 328 441 36.7 350 27.2 34.4 340 23.3 441 33.1 See 20.1 441 327 346 6 z00 bh 42.4 332 43.6 x06 354 332 37.0 289 30.3 332 37.3 204 20.6 372 26.6 700 23.8 337 16.1 274 21.2 397 21.1 212 17.7 21.3 268 15.2 332 18.6 202 113 332 16.7B8 in 35.0 281 369 260 29720730.3 268 25.0 22t 26.4 252 279 x91 236 248 10.4 291 27.3 244 17.5 get 18.5 241 14.6 IIA 236 US 201 154 232 Qe- Q 131 `p
too b, 244 230 261 206 20.6 230 71.1 205 17.5 230 18.3 201 15A 230 10.2 186 }(y'�
111 in 228 218 211 t07 169 218 104 fall 18.2 Zt8 106 797 14.1 218 14.9 tell Ln in
120 In 19 idT 182 170 14.0 187 15.3 1a7 (h
S2
a' �mU, 4r,
TABLE 9B AnehoTCe act Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: 40:
SM,irata 2.0 Coiwret8 3406 Conti, No92x CMU Fiikd CMU PT Wood Me1eI ANCHOR CRP.,,,,,•,,, '2>A
(DP„)X% ,=ANCHOR CAP,_
MULLION CAP
L15'Elea 1/1'38 Elea 6718'Eloo 1M'38 Eko 010 Steel 112 Steel 112 Sleet CAP
W.-Patterns
iypa 3716'Elca uBmcoe 1M'Eko Uibacron L7.- 3116,Etc un'"04 714•Eke UDWVt*1 14'8 ator UI[- Agwe0alpr Bv-05)Screw(GS) S,m*(GS} USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge D1916nce Pa} 11 2-ur I, I 2-ire^ 3•fle' 1' lair r 2nrr r 1116' r 0.46" 054' 0.3241 CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment 161 l-wr 1.54' 1-314' I3N' r I.74' 1-114' 1-714• i-7t4' 1.714' 1-114' r 13r5' I'vr varlet, ACTUAL PRESSURE REQUIREMENT FOR THE
2 AnehmQ 4.15'MIn.O.C.I Slendeld ar O41e1 a1p(Fy.17 380" 3g0go 4501Ds 890" 1044161 210" 280" 354 lbs 740 ft 374 be 6&" &SIM 341" 44ilb. 560" OPENING,WHEN IT IS LOWER THAN THE MULLION
4Aachae 01.15'Met,ac.l Elandard(ar 06t,e8 0000.4 460 63 703 bt WA I WA WA WA 360 rot WA NfA WA WA WA 642 me 683 tM 11201b. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Archon,Q 3'W.00.I(2)205 Anale ClWe I(F1p.3), 760 b, ISO The 060" 168otbe fa96" 540 We 500 lb, WA 768 Ib 1401e1 e80" 1892" 682 be 6051b1 I 11201b1 I MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 AmFoie@DSM Mtn.O.C.i U4Y4.Inie•i00'ADen.ft.4): WA WA WA NIA NM WA WA WA WA WA WA WA WA fa 9509x8 CAPACITY WHICH MAY BE USED TO QUALIFY
1Aro06t,F-1p(FIB.6): 195 be i9S lbe MIW 445 lbs 8221b 135" 140" ITllh 370 IG 161[be 332" 473[be 17010, 221 lb- x80" ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ancborl 1.15"Mit O.CI Falp(Fle.a): 240" 350" WA WA WA WA 100 We WA NIA I WA WA WA I 341" I 442lbs 560he I ANCHOR CAPACITY TABLE. t'RCYDUCT KEV)SED
to complying with the Fladda
Bu2in$Code MID
TABLE NOTES: o
FIGURE I: FIGURE2: Acn:Manx No7
1.250' Lixpirulion Data QO2
• i • ; 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ¢11 DddO�i0d'd
111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \��� LYNN 4.7171
FIGURE 3: q,......,, '(4
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR LiXACT DIMENSIONS,SEE ��... 3.260* -'144,�,��.•'�ti}CEN Sfi •'•F�
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENC:3NAL RESTRICTIONS `••i':• ii'
0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'r': No.58705 _
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD$HALL 100' •i� •.
�/ Q'
FIGURE 4: FIGURE S: FIGURE 6: g W (J.I
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALLBE �•fa :<!�;
i 6063-T6 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL le�( ••I',C OI4�1��:''•!'1`•'
1.25'X 3.25'X.100' l 1,
t5' /}
i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION 'I/'`)[O N"A `• t
i #10 8 012 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. A.LYNN 0Eek�,P.E.
FL P.E.#58705
TABLE t0A
Muiiton Cepec(ty Tabte6baRto) a
Openlnp Width(for geAicoly-spaning mtAiolts)o pening Height(Tortwnzoniall"pend mulliom) APR
50 h 601n 701n BD H 90 n 100 in 170 m 140 N 160 in w
136X326 Raclxgatar 7rap+rri4ng. Ratlangiar haptit7anq. Aaclmga7u TrapRdan4 RaOtanpatar T. no. Raganpdar AapJTdan9. Rsctu�g0" TrWTdanq. R44tang lar Trepmuq Ralaaputat TnrptTi.q. R.I.VWar T4aplRtaoq. d
X.824 Loading Loading Load'np L..d Uitdaq Loading Leading L"N loading Loading Loading L04ding Lead nq LoaQ q load"op lading Loading loading
Am unionm. A r � .z a a �_ .5 g g�
Ti -IRs e &: E € s" �Muu[ona i'� ee aa ��' � - g $G $ g �a. & €� 8 14� 3 � LLu u u u v u U v g>s %a � a � ='S %a � 'Ss % ads � g'� BSy to ov$& 3' +`t c� [d & S d'8 $8 $� 1`8 3 fir' fg to f$ s' 84'' t'$ i@ 8d i� Z ms-z
11 In 170.0 620 178.0 475 170.0 741 170.0 178 170-0 868 170.0 506 1700*170.0
9 170.0 1116 W621170.01240 1109 621 110-0 1488 170.0 621 170.tl 1736 1100 $21 170.0 1987 110.0 $21
/Bin 1700 700 1100 521 170.0 550 170.0 581 110.0 992 1700 630 170.0 1 170.o 715 1417 110.0 180 170.0 1100 170 8 6A0 169,7 1979 110 0 680 148.6 1819 170.0 640 � 1L563 510-0 ass 170.0 631 l7Q0 tats 78.0 68{ 170.0 3 170.013451404 170.0 7611 170.0 1193 170.0 Jd6 152.5 1477 170-0 766 . 1700td8dtJ?511n 170.0 791 170.0 112 110.0 9511 178.0 191 170.0 Ilii 170.0 TSI 170.0 3 170.0 1431 1694 1100 055 156.4 1769 170.0 661 134.1 1759 170.0 061 111.3 1769 170.0 861 0400 O
60 in 170.0 805 110.0 701 1700 1067 170.0 797 1-01.0 1040 170.0 878 170.0 161.1 1511 170.0 996 �145.01511 170-0 1033 120.6 1511 170.0 1053 IDIS 1611 1700 1063 90.6 1511 R00 1063 00 cf)
170-093P1700T/6 17Q0 1111 110.0 850 170-0 7302 1700 410 166.6 1370 170.0 1015 892 1379 170-0 101316 161.0 1482 104.1 4318 165.9 1012 69.5 1370 165.] tOTP 78.7 U70 163} 1670 4!!661n 170.0 914 110.0 119 170.0 1169 170.0 903 155.6 1240 1700 1002 1362 121-0 1511.6 1013 121.1 1210 117.1 1000 121-0 1)9.0 989 90.6 1248 1]0.1 978 I7A 1248 123.0 916 68.1 1248 129.0 976
Z U)z° m
J 72 is 167.6 }049 170.0 678 139.4 5948 150.2 842 119-0 7064 t]2./ d13 161.9 /049 114.1 940 919 1049 109.7 041 87.9 1049 102.7 538 59.9 1049 W.3 825 69.9 1044 912 820 62.4 tell 91.1 620
g 76 in 142.1 Wt 118.1 022 119.9 Wf 116.-0 005 101.9 411 111,2 791 89.2 BN 100.0 7TI 79.3 WS 91r 766 11.4 911 86.5 757 59.6 941 77.6 144 61.0 90 7410 731 44.6 Wt 73.3 736 Z
70 in 132.0 991 137.6 783 110.0 894 116.9 161 04.7 BW INA 76] 626 804 91.4 740 13.3 094 W.t 730 66.0 am 76.3 721 65.0 694 70.7 707 41.1 8% 67.0 101 41.7 991 56.1 695 Q
991n S5.9 611 80.1 $46 71.5 671 74.9 685 6110 511 55.3 516 53.7 6Tt 50.2 606 17.7 671 624 668 43.0 571 48A $51 35.8 571 43.1 639 30.7 871 39.7 $31 26.0 111 31.9 626 H C-4 Q � r--
961n Ill 590 12.1 627 68.0 690 61.4 511r25.9
690 634 509 14.7 590 47.6 602 304 590 43.0 494 35. 690 ]9.6 466 29.5 690 31.7 177 25.3 690 71.6 169 221 580 29.e 461 N
106 in 49.7 466 5010 421 41.4 465 428 414 466 37.1 406 3t.1 466 32.9 402 21.6 466 29.7 398 24.9 466 27.1 391 20.1 466 235 382 Urt 465 21.2 315 15.6 466 ISA 370 h N g2�a..O
11110 45.9 441 46.7 400 302 441 343 393 H1 34.1 387 286 441 30.2 362 26A 441 21'2 316 22.9 441 24.9 372 19.1 141 216 353 16.4 441 19.3 356 14.3 441 17.1 351 �Y
120 in 363 371 ]6.9 311 30.2 771 31.1) 339 775 26.0 734 22.7 370 237 ]24 20.1 376 21.3 325 16.1 776 19.5 311 15.1 370 16.1 314 1% X I12
Mlin 25.0 262 212 242 1710 262 11.11 239 ti.o 262 15.3 236177FN
r
TABLE IOB 0 9 z O 4'U
AnchorCapeclty Table(W0.( ANCHOR CAPACITY ADJUSTMENT FORMULA: L��i qlv W-m�
SaaOenate 2.7k CWC nic 35k CQ10. Hallow CMU Foleacmu PTW000 Maes ANCHOR CAP.,,,,,,,,• S do n'1"'3
(DP,)X( )=ANCHOR CAP.,,,
6116•con,
Anctacw Type 31t6•Eico Vll4aon Vd'Ek0U6 aeon st6't7ro t1a4aan vt-EkoUaacOn Elcow'6s Fxo N1Q Eko 174.55 F]co tl11)5ta4 tn251e4 X7811><4 MULLION CAP.,,,,,,,,,
Anchor Clip Pditeme UNxon ApgcciatOr IjV.. AggroCda ScrtwlGSy scMa(C,5) scrw(T35y USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge nslarCe n 1• 2•Vr 1 1' 1 2.Vr 3-115' 1• 2-VZ 11 2-VZ r strr r 0.49• 0.54• o.4z4• CAPACITY REQUIRED'CORRESPONDING TO AN
Emburnmi a tars I've 1914• 15+4• r 1-V4' 1-Vs 1.111• 1-Vr VIA* 1-114' r I-sB• 1918' %ants ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anclon®479'M1n O.C./51aMao 0.r 005N Cop iFlp 1) 30063 3W a 450 lbs 8D0 to ISM las 270105 260 m3 354 MS 740 INS 37410s 66498 945 gas 3d1144 442116 560 VA OPENING,WHEN IT IS LOWER THAN THE MULLION
1NCS03101.15•MIA o.C.Istando CT64f)G1pR2r 410 tos 700 IX NTA WA NIA NTA 380 to NTA WA NIA WA WA 682ns 80525 1120 gs CAPACITY(FROM THE TABLE)OF THE SELECTED '
4 Anerm®3`Min.QC.I M 215 Angie C9p9I(Fill,$ 700 D3 780 Sn 500lbf 16M Na 1809 Das 510tH 5®Ibe NIA 7601bs 748 Im 6130 Its 199210s Savo$ 886 We 1120 08 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3AMIwQ0.5PM0f.0.C.lu�W.Into.IDVAtyn.¢ig 41NIA WA NIA WA NIA WA NIA NAA WA NIA WA NTA 141-0 WA 054 Xa CAPACITY WHICH MAY BE USED TO QUALIFY
f Archon F4;ga lFlg 6? 1811 tbs 105 8n 225 lbs 445 w4' 822107 136105 140 910 177 0» 3701b6 1117163 33211n 413Ite vOw4 221165 230 ue ADDITIONAL ANCHOR OPTIONS FROM THE
2Metals Q7.f5'MUL O.CI F� g6) 2400s 35094 NIA WA NM NtA 19090 MIA WA NTA WA WA 38/165 442 Ra 1 660 Me .wrCHOR CAPACITY TABLE.
t'R(")UCT REVISED
M complying with the Find&
111.0dilIg Cod.
FIGURE 1: FIGURE 2: Aeceptnow NO 1G-42.1$•6'3
TABLE NOTES: 5.250' Fa indion Dale.
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By�
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mian Dodo Pro"
//11111111 �
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: -_--._ "%-o LYNN.,.,.4,fi,(i/i
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' �1CCN3E ��
® ! CLIP MUST
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 27-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NO,3117011
IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE .6j4• %'�:). y.11•I TP F
6063d6AND BEA MINIMUM OF.700'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -' ''.r(Ot4lGtf.' ('.� ,,��
i .0.46'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL %A��aS' ' '••.... \"•L\i'
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624'
* #10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. MULLION
A.LYhNltiLLR,P.E.
FL P.E.#68705