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SEPFL# 9 7 2016
Application Type
Code Version i- _,,, ssr yl'-)M
Application Status St.11:i:9C!-'�.i;:i�R'fii FL
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived ._.
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology
34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Oerltofincs.stlon
Subcategory
Compliance Method r Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Vear
TAS 201,202,203 1994
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 05/24/2016
Date Validated 05/25/2016
Date Pending FBC Approval
Date Approved 05/25/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbI... 9/6/2016
Florida Building Code Online Page 2 of 2
Summary of Products
FL# Z Model,Number or Name I D scription
261.1 IMullions for All Doors and Windows P4uminumfYinyl Mullions
Limits of Use Certification Agency Certificate
Approved for us n HYHZ.Yes FL261 PIC C CAC 16-0218 O t.nrlf
Approved for use o VHZ:Yes Qua' ree'Cantract.F`piration D e
Impact Resistant:Yes /26j2
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NO for FL261 RSO 1I 16-021&03 odf
product performance information,and mullion clip anchorage data Verified By:Miami-D -CER
n ependent Third Party:
Evaluation Reports
Created by Independent Third Party:
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 S[atemen[::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
dick here.
Product Approval Accepts:
01 WA FCheG., E
Credit Card
Safe
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbL.. 9/6/2016
MIAMIaADE
iVIIADII-DADE COUNTY
OM PRODUCT CONTROL SECTION
DEPARTNIFNT OF REGULATORY AND ECONOW11C RESOURCES(RLR) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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(hi 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 desc ' in, an as beery e l lorida Building
Code, including the a ocity Hurricane Zone.-
at
:Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL NT: Drawing No. 6300JR, be
"Lnpact Resistant Al ube Mullions",
sheets 1 through 25 of 25, prepare y ma
acturer, 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,
model/series, and following statement: 'Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENE{VAL 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 chauge
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 Miaini-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 Nvell as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. - .03
MIAMI-DAVE COUNTY Expiration Date: May 26,202
/11140 to:A ril 14 2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitter)under NOA No. 10-08.19.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets I
.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 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.B.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MA'T'ERIAL CERTIFICATIONS
1. None.
manue a ez,P.E.
Product Cunt of aminer
NOA N . 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-5" 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. 14-1.105.01, 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 Contr 1 E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: n
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 A
MISSILE IMPACT-RESISTANT PRODUCTS
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 9C kd
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.-......................i ,c
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS...............................1
ELEVATIONS...................................1 a a
FIGURE I: MULLT02XW000........................2 w
MULTIPLE —OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL To 1X&MASONRY.............2 oY
MULLIONSr - 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 _ LL
SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 114•FROM THE CLIP. MULL TO MASONRY.......................a
SINPE MULL TO STEEL STUD...................3 CV
STETS 2.3_ __
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULLTO MULL S.............................3 i
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 1_/180.THE 113 STRESS INCREASE WAS NOT USED
ANCHORSPECS.............................3 z ,� a
ALTERNATATE CLIPS_...................4 r
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, BAY MULL INSTALLATION.........._..4 O lil
1 X2 X.125 MULL SPECS...............6 J W
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS..............6 W o O
// \\ 1 X 2.75 X.376 MULL SPECS..........7 7 W
INSTRUCTIONS.
SEE DETAILS II II 1 X 2.75 X.65 MULL SPECS S........8 � Z C)o
ATHRU G; / Y III ( 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND X 4•X 126 MUL125 X.EOD L SPECS.......BO DD O C3 ~
SHEETS 2-3 1-^ / III / L SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER � h N
��- - --- ATHRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.376 TUBE MULL SPECS....11 1... Q �
_ 1 X 4%.375 T MULL SPECS........11 -�
SHEETS 23 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W
1,25 X 3.186 X.266 MULL SPECS...12
J III I / OPENING 1.25X3.25%.100 MULL SPECS 13 Z W z° m
VERT. HEICHT 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.824 MULL SPECS..._14
MULL FOR 1.26 X 3.94 X.624 MULL SPECS...-15 ? Z LU
LU
LENGTH HORIZONTAL 2 X 4%.25 MULL SPECS................16
SEE DETAIL E, MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST Q rcZ
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.26 MULL SPECS........_......17 Q ,a
SHEET a AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26 X 2.11 X.126 MULL SPECS....1B
30°X3.260AY MULL SPECS_.......19 � h ¢ � o
REACTIONS. 46'%3.26 BAY MULL SPECS.........20 Q 0 Z W O
MULLION&CLIP DIMENSIONS...._21-23 I— Z'
FENESTRATION 8)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACON(AGGRE-GATOR NOA'S EXAMPLES 1 6 2..............................24 J $ o
LOADING EXAMPLES......................26 W Q
CTS
BE OF ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W LLII
0.
MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH d' Z U)
MANUFACTURED UUJI
BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q z.O O
` 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH2: ao�� � r0 s.O
L \ /SEE DETAILS
HoalzoNiAL— A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
MULL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS 140ALENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD.
MULL
—HORIZ.MULL LENGTH--1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE.DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
I--OPENIHO WIDTH _
"I
LENGTH I— _I_ I I "I 3)REFER 70 SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR'TRIANGULAR/IRAPEZAIDAL".
oPENwG I 4 FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIFT'1 FROM TABLES 1A THROUGH 18A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRWUCT REVISED
HEIGHT l I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE °L complying Trig Cdo the Florida
OPENING MULL y FOR ( } BUildillg Codd.
HEIGHT LENGTH Y HORIZ. VERS- MULLION CAPACITY(1.9 1j ')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN Acaplence No 1
I+ MULL �' MULL STEP 1). PiLe1I Dale 12pu
f— — �. _ .� —t
LENGTH
jl 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE B�Di o Product Cm
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
OPENING WIDTH _ I
SINGLE MULLION SINGLE MULLION 6 FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\\�(LYN,,
FORVER OPENING WIDTH ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \0.•�;......
�FORVERTICALMULL CAPACITY IS MET.
�1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS �
FROM FIGURE 1 ABOVE, 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE _ .f` ND.58705
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - III
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATESTANDARDS USED: FEF
•2014 BUILDING CODE(FBC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 0•. LCl
-2014GANSFLORIDAF ORI NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT'•�OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ' 'L\ LORiV
•ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. �,�.VO. .. Iq�4• `a�`;
•AISI-5100-07152.2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN ASPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR APERMIT. A.L'11N� f,�l;F{F,21 PSE.
FLP. 58705
DETAIL A: DETAILB: MULLION °
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 7X BUCKSTRIP TYP.ANCHOR a
OR WOOD FRAMING WOOD BUCK AND MASONRY
AND /—PER SUBSTRATE, oY J
ATTACHMENT SEE SEE TABLES IB-16B
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS,
SEE NOTE I, fV
I I
MULLION SHEET 1.
U
j I z hN
6 I I e I I •� ,• Z fn
SHEETS a b I MIN 2.7 KSI 1•• EDGE - OLU
EITHER THE I I 23 FOR HOLE d 1 I CONCRETE OR CMU 1 I DISTANCE, J [1)
STANDARD OR n I OCATIONS e 1 I .1 I--`1 SEE SEE TABLFS _
OFFSET MULL ° EDGE4Z'EE
I EDGE DISTANCE 18-180DISTANCE 1 FOR MASONRY LUI ¢ Q
INSTALLED BY ° n I II FOR WOOD ° I I ANCHORS M 6A C3 F'
THIS METHOD. d ° SCREWS n°4 I 1 - SIDEVIEW z
250'MAX FOR F.
ALL MULLIONS de O
° EIT THE a
d e°
° n STANDARD LL 7
d° OFFSET MULL z >>
CLIP MAY
d e d e EXTERIOR , n INSTALLED BY OZ
°4 THIS METHOD. J Cn
d EDGE Q z �7
e 0 4 DISTANCE F z r-•
n FOR Q O z N O
MASONRY
THE OFFSET CLIP IS ANCHORS I-' ` O
° RECOMMENDED FOR NQ S`
"4 _ e FW-FRAMED 0 0
EXTERIOR WNDOWS,BUT MAY U) Q
ALSO BE USED FOR a' F Y Y
OTHER FRAME TYPES. U Z Q U) In
z
OO
pogo
TYR ANCHORTYP.ANCHOR
+u s
TYP.ANCHOR PER
SUBSTRATE, ER SUBSTRATE,
PER SUBSTRATE, SEE TABLES 1 B-16H EE TABLES 1B-18B
SEE TABLES 18.160 EDGEIEND
DISTANCE BUCKSTRIP
SEE TABLES ,--G AND
15-1 GBATTACHMENT
EMBEDMENT BUCKSTRIP .+', BY OTHERS,
ANp EMBEDMENT SEE NOTE I,
ATTACHMENT SHEET 1.
BYOTHERS,
. „ ;•./-, SEE NOTE 1, .. .
SHEET
MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW os��r r na UCT REVISED
Building Cods
FRONT VIEW Acce"..No ,L'
EX imiionl)nte
INSTALLATION NOTES: BY
MIrr. da product
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 I I I r
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `\, 0���{lxn PI y/ie�%,��
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��t�..•'41CLNSF '•.F'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.
NO.58705 _
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD,
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. - -C7 ,• (~ D(• [L
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED .•••.FLOHIO P, \La�`
ELCO ULTRACON OR ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS, i,'9.3/ N\'.Jjv (GC\
A.LS NNiMILLEW P.E.
FL P.E.N 58705
DETAIL E: ® R
-I-.1YS•MIN. MULLION TO MULLION
DETAIL C: INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO MULLION e (U-CLIP)
STRUCTURE 1)MAY BE INSTALLED IN"TEE"OR"CROSS-
MASONRYo
(STANDARD CLIP SHOWN)
VARIES INTERSECTIONS. oa W
2)MAY BE INSTALLED HORIZONTALLY "-
er (SHOWN)OR VERTICALLY, n
I P.ANCHOR C4
EITHERTHE I I 1 —P SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23
STANDARD OR I _ EE LES 18-13B — FOR CORRESPONDING MULLION.
OFFSET MULL I TOP VIEW MULLION _O F•
CLIP MAY BE. - I I I EDGE DISTANCE lL
INSTALLED BY / II FOR MASONRY
THIS METHOD I I J LL
1 i 1 ANCHORS VARIESi----�{ 02 STEEL SCREWS. 7 N
I
rEXT
SELF-DRILLING OR PRE-DRRLMULLION AND USE SMSO
O t—
EXTER OR n s , MULLION Z
n ° �THEOFFSLIP ISVEDGE DISTANCE ?FOR MASONRY ROMANCHORS �} FIN•FRAMEO /U-CL PSECTION@zWINDOWS,BUT MAY o a$ALSO Be useD FORERIOR
OTHER FRAME TYPES.
TYP.ANCHOR -d Q Q O1 O
n O Z N
PER SUBSTRATE, _ ap
SEE TABLES 111-13B
Q 7YP.ANCHOR SEE SHEETS 21-23 FOR HQ- 09�r
—PER SUBSTRATE, HOLE LOCATIONS
BUCKKSTTRIP SEE TABLES IS-1311 ANDFRONT VIEW EDGE � 4 .� Y
ATTACHMENT DISTANCE ♦- y
BY OTHERS, — SEETABLES I� U)
<• - SEE NOTE I, 18-138 V Z Q O O
EMBED TSHEET 1. - EDGE D_s z -�
L—
DISTANCE
LES SIDE VIEW
ORSEE TA ��fir$ �W
MIN 2.7 KSI CONCRETE CMU MIN 2.7 KSI CONCRETE OR CMU 10.138 F-
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE
TYP.ANCHOR
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. eFOR
PER SUBSTRATE,
SEETABLES IB-138
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ® PRODUCT REVISUD
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR Ia complying with the FloridaCORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Cde
FOLLOWING SHEETS.FORDETAILSA-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LOCATIONS Acttptaare No�'dL�"�61^3Epimli Date X 211
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ® RyMi
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. Dario eI
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED _DISTANCE ��� �SEE TABLESELCO ULTRACON OR ELCO il4'S.S.AGGREGATOR MASONRY ANCHORS. STEEL STuos THINNER THAN 1B-139FRONT VIEW GA AND COMPLIANT WITH THE FL BUILDING
ODE,A2XWOOD BACKER MUST USED.
ATTACHMENT BY OTHERS. — NO 58'(Q�
EXTERIOR USE WOODANCHORSPECS SIDE VIEW -
NOTES: _ ••. `•• J6 �OLLj Z
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '.�.1 S f E OF ;
ANCHOR VALUES MAY BE USED. '��T^•,• �•LOPIOP,•;\��`�
2)SEE CORRESPONDING MULLION TABLES, �%U/(�
SHEETS 5-20,FOR QUANTITY OF SCREWS. A.L'YNN
FL P.V#58705
a
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION IRIS, a
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o
SEE DETAILS A-E, 30'OR 45'
6�
SHEETS 2 AND 3 FOR INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES. N
MULLION 1 ( ^ m
O O ZO m �a�
O O O O
O O O O _j W
O O TOP VIEW g LSn
nI
IS
W U o� O
SHOWN ISIDH VX VIEW,125' TOP VIEW 7 Z
MULLION I I }- Q
1 j j TYP.ANCHOR
EXTERIOR I I PER SUBSTRATE. U m
SEE TABLES 150047168 ?
j TYP.ANCHOR
Z
STANDARD MULLION CUP I l PER SUBSTRATE, I I EXTERIOR W
MODIFIED TO FR FIELD I SEETABLESIB•14D O I Q Z
CONDITIONS. I I I F o
2'PER
z Z ¢_ W
2 PER MULLION END,MUST BE Q Q Z N r
I INSTALLED INSIDE OF BAY MULL. F- F 74 U o 8'p
MULLION I I ~��_ O 3 A o a
II I I m
W F Y Y
Q` �� �� I I 2'X5'X•126' F=• U U to
I ANGLE CLIP, U z Q
Ij I I
2 PER MULLION END. Q., Z O Q
\ t I I MUST BE INSTALLED O- m m N
1 I IN
OF MULL.
I
\ TYP.ANCHOR b
PER SUBSTRATE,
SEE TABLES 18.140
INTO WOOD. _
STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
_
ALUM,CMU OR MASONRY MODIFIED INFIELD.
EXTERIOR OE
E
DOSO1BTNOF �� pRfAUL:T REVISED
O 901 PNC F m cmnplying with thu Florida
® ® 4 Building Codc
O
INTO WOOD,STEEL, A—pt.—No l�o� Z1$•p'•{
® ® ALUM,CMU OR MASONRY EWE O Ez*oote DISTANCE By
PER MiProduct
ANCHOR
EWE -% -—®
DISTANCE 1\1 r2�
PERANCHOR O NOTES FOR INSTALLATION OPTION G&H: ry�
- 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.
NOTES FOR INSTALLATION OPTIONS F: �1GENSf i
Z Yi
1 DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28"X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ^•t• P10.5RT05
LOCATIONS.
2)SEE TABLES 113-113B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS. 1G
.
3)THE 2%5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. �,��<' �LOR10.•``C�;
FL 58705
TABLE 1A
MulllonCapacity Table Ibette)
OpeningWidth(forverli, Ity-sparmn merlons)orOpening H9lght(ferhorii=wt v-9pamttgmWw14}
501n 601n 701. eD In 401. too In 1201, 1401n 1601n 51 LLO
Fetlangular Tr Ontang. Ractwoular Trepfelano• Rectanguier Tmpfiderp• Rectal War Tiap101eng, R4ctangular Trepnilang. Rectsngi4er SntpRdang. Ractonyiet Repndeig. Roct4n0uler Trdp7Maig. Ractengdar ThP+Td4ng.
1%2x.125 Load ng Loetling Loafing Loafing Loafing Loafing Laadng L"'ona Lming Loafing Wedng Loadno L-*A Loadng Loodn9 Loeding Loafing Loadnl o h
Alum.TubeT
' ' ' S
T1.
fiMullion8 S r9 tS b 7 � dLC){a � 3gT & pia g� fig} n E ' d dc� da� §t d� d� i� Z .o]
421' 111.0T2DO41.2
332 43-2 408 158.6 325 79,9 406 101.8 321 69.9 408 104.4 314 82t 408 404.0 3tg 55.8 408 104.0 319 46.6 408 104.0 Me 39.9 408 104.0 Ste 35.0 408 104.0 319 I~i!
11 In 74.1 261 62.4 312 73A 262 63.6 312 67.0 x48 46.B 312 632 246 41,6 31+2111.3 244 37.6 312 61.0 244 31.2 312 61.0 244 28.0 312 LU
81.0 244 23.4 312 81.0 244
2
$0,625 In 63.1 234 63.2 281 61.6 228 48.8 261 65.7 224 39.9 281 52.1 222 35.5 280,1 220 31.9 251 49.3 219 26.6 28t 49.3 219 22.8 261 49.3 219 20.0 281 49.3 2t1 2 '
0
.� 64 h 62.8 207 4A9 24T 44.8 202 31.6 247 44.8 449 32.8 24T ;L5 198 29.2 247 34.4 184 26.3 241 30.4 193 21.9 247 3a.1 193 48.8 247 38.1 193 18.4 247 38.1 113 � O O
m
601. 38A 170 32.0 200 35,4 186 27.4 200 31.5 163 24.1 200 28,9 160 21.3 200 27.1 i59 19.2 200 26.1 157 16.D 200 26.0 168 4D �
c b 3}A 165 37.8 iBt 30.3 152 23.7 lot 2&g f49 20,7 iBi 24.8 148 18,4 181 22.8 i1, 16.0 181 21.7 143
rG
66 to 28.8 165 30.0 f42 24.5 185 28.1 134 20.8 165 23.1 138 48A 165 21.0 134
2
721. 22.2 139 23.3 120 10,5 139 1D./ 110 15.9 131 17.5 118 2 LW
FTS-1. 10.9 1 126 1 19.7 109 1&T 125 18.8 107
78In 17.5 tt8 lag 104 <Lr47
V'
~ a ¢ N o
TABLE iB ANCHORCAPACITY ADJUSTMENT FORMULA. F 2 2 ai o
AnehorCa Capacity Table fibs) u3
/ANCHOR CAP.,•p,,,„, t; W
SUMlrata 2,7k 4brorelo 3,5k Cane. HoOow CMU Fam CMU PT Wow! Metal (DP")Xl �a:ANCHOR CAP.,,., o' o
916'Eko MULLtON GAP.,,,,,,,
Ancharrype yfe'Eko Uthewn V4,EIC.UlBwon yl6'Ekot90acon tl4•EW.Urmcon 114'8SEko 6flvelw 174'66Eko #106" #12 steel 012 sled LU
Anchor Cllp Patterns UI#aon A4greGator Unman Agol.0ator Scam(GS)Sc"([15) Screw(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR R S2
Edge tMatarice 9ng 1• ztrr r z-Irr 3-irr 1• 2-11r 1• 2-1ir r 3-x0 r GAA D.s4• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN 04
4 ,
Embednenl(1,} 1•y4• 1-yq• 1•y4• t-yq' r 1•x4• t-114' =WAWA
1.1ld' t-v4• r tale• tat• wdas ACTUAL PRESSURE REQUIREMENT FOR THE O O
zAncBas$t 4.76'M.,O.G.f StatWam or CSact 0 (Fig,11 390 A. 390IDs 454ibs 890 Sbs 104416. 270 lb. 280tbs 374104 684Ibs 946 ftrs 341 tbs 442 st 5811 Ws OPENING,WHEN I7 lS LOWER THAN THE MULLION < 'r^ !1) 1!3
4 atahar4®1.1r Min.o.4 15 tondaa tw o8eq cup(F6.2y 4eo n>g 700100 WA wA wA WA 300160 WA wA wA 6821bs e6s t� t tza lwCAPACITY(FROM THE TABLE)OF THE SELECTED � m(7)Zt5 Angie Olps l(Fg.3k 780In, 780 SDs on Iwo Ills 1898 i1, 540lbs 5li0ibs 748 i1A aeDlb. i8821bs 6629u 885lb. 1120 it's MULLION.VT WILL YIEIAAMINIMUM ANCHOR ELip,kre.t2s•AAim,ffq.Q wA WA WA WA WA wA NIA WA WA WA WA NIA Its lbs CAPACITY WHICH MAY BE USED TO QUALIFY225 res 445 ka 82211w USIM 1401bs 107 The 332 r. 473{6. 170M 221 lb. 280160 ADDITIONAL ANCHOR OPTIONS FROM THE
2AncMrs 1.15•Mn.O.C!F•q (Fig,8. 240FW 350lbs WA WA WA WA too lbs WA WA WA WA WA Sit ka 442IDa 560160 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE is FIGURE 2: 1 TABLE NOTES:
PR<XlUCf'RF.VSSED IUI_ J 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, as complying with gm Florii0#
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .�..) Low �.
FIGURE 3:
Bald
_ Acc4piana T•io Yo' `
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. Ex heti Date
T e
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. I y
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' Miami a Product
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 '125' ����11(4YNN 4.7{( rj4r
FIGURE 4; FIGURES:
CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C 9K WOOD SHALL BE PRESSURE-TREATED LGgNSE
FIGURE 0: •C�� rr
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125' •a �'
+ . THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO SEAT = r
THEMAT MATERIAL.#f 0CK AND 2 ANCHORS INTO WOOD MAYBES EEL,1&B SS S OR41410 S.S CREW THREADS BEYOND i•X r X.126•MULLION _.� Pio 5010
ttt
rrCi� ''•. fLORkUp
A.IYNN�1y1���ER; E.
FL P.E.#58705
TABLE 2Am7'
Mullion Ca ac Table Ibelf?
OpeningWidth(forverticalipapannigmuillans)orOpeningl4elgffi(IDrhadzontaAy-spervirgmUllons)
501n 601n 701n 00 In 901n 100 in 120 in 1401n 1001n r`
O
R%tanguler TiapRdarg. Reatargular TmPl7darg. Rectangular TQw ag. Rmlangdar Trapr7daro. Reclangtler Tmprroarg. ReClargNal i"An"Ian9. Ralarquler TroplTdang RedargNar TrapRtlarg. Recluqular TraprTnerg. ^11.41X2%.378 Loading Loadlrg LMding Load)-B Loading LoaOirgLoadln9 Loading Loadlrg LaaGrg Laadig Loading Loadilg Loedlrg Loafing Loedlna t.oedvg LOadlrg O
Alum.Tube k _
Mullion �, B �. �. E B. �. �. N
03
42N 170.0 820 170.0 435 151.3 6� 170.0 178 129.7 fi62 170.0 506 113.6 083 169.5 518 100.9 602 16&9 617 eas 682 IBa9 61T 76.7 662 160.9 517 849 682 188.8 617 66.T 662 5898 fi17
481n 121.6 601 136.0 419 101.4 607 179.2 410 86.9 607 106.7 403 76.0 507 1026 393 67.8 507 99.8 397 80.0 501 99,0 398 6D.7 507 89.0 398 43.4 607 99.0 396 380 607 89.0 396
60.6251n 103.7 4A 114.6 378 86.4 456 We 371 74.1 456 90.5 364 6l8 456 84.6 360 67.6 456 81.3 357 51.8 466 But 356 432 458 80.0 356 37.0 456 60.0 356 324 458 80.0 356 � �m 0
541n 85.4 400 93.3 336 71.2 400 6D.8 328 61.0 400 72.7 322 53.4 400 67,3 310 47.5 400 64.0 315 427 400 62.3 314 35.8 400 51.8 313 30.5 400 61.8 313 28.7 400 61.0 313 W p
Go In 62.3 324 60.8 276 51.9 324 57.5 270 445 324 51.2 264 30.9 324 48.6 260 346 324 43.9 257 31.1 324 420 25 26.0 324 40.5 253 222 324 40.5 253 19.5 324 40.5 253 (MD J
63M 63.8 284 57.4 752 44-8 294 49.2 248 384 294 43.6 241 33.6 294 39.0 237 29.9 294 37.1 234 26.9 294 3S2 232 22.4 204 33.5 230 19.2 294 334 230 16.0 294 334 230 0
3S 66 In 46.8 268 49.6 230 39.0 268 424 225 314 268 37.6 221 29.2 268 341 218 2a0 268 31.6 215 234 268 29,6 212 19.5 268 28.0 210 18.7 268 27.7 209 14.6 268 21.7 209 Z (n �•
€ 721n 36.0 225 37.9 188 30.0 225 322 191 25.7 225 28.4 188 72.6 225 256 185 20.0 225 235 182 180 225 22,1 160 15.0 225 20.3 117 128 725 19.6 176 11.3 715 19.6 176 j $ W
78N ]883
283 32.0 177 25.5 202 27.2173 21.8 202 239 170 19.2 202 21.5 1fi7 17.0 202 19.7 165 16.3 202 1B.q 183 128 202 18.7 1611 10.9 202 15.B 75B B.6 202 15.8 158 78 in . 1B2 28.6 168 236 192 25.1 165 20.2 1- 220 162 17.7 182 187 159 167 192 18.1 157 14.2 192 158 155 11.0 192 152 152 10.1 192 144 150 B8 182 14.2 150 QZZ
~ CD CD
901n 8.6 144 19.0 128 16.4 144 16.1 126 Q Z CV
861n 162 127 15.6 113 N r 3F p
TALE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: fA y
CapacityAnebar Table Ibe ANCHORCAFL,„,,,,,,, � N x
SuOetreta; 2.7K Concrete 3.5k Con.. Holm CMU Filled CMU PT vWw Mete) (DP_)X(VAN
>=ANCHOR CAP_ /n
MULLN CAP.r�,,,,",
5116'Eko 1/P S9 Ow 611V Elco 1I4•SS EX o 010 Sleel 012 6teel 012 sled C~.7 X Q
Anchor Clip PeGama A[eOor Type: 3/16•EIw UItlecm 111'Eko Ulvaean 7/tfi'Eleo UllmcM 1/4'Elco UBrScan O O
ult2con Aaan:Galy Uveoon AgpeGalar SUMIGS)s.n0 (G5) scree 4. USE THIS REQUIRED"
OBTAIN THE"ANCHOR EL Z
Echo Dlalame 0n): P 2alr 1• 2-112' 3-1/8• 1• 2.112- r 2.117 r st/B• r 0.48- 0.54' 8.324• CAPACITY REQUIRED"CORRESPONDING H AN l7.g g �'� q
Embedmentft. 1-3r4' 1.31T 1-314' 1314• r 1-1/4' 1.114• 1-114- 1-1/4' 1-1/4' 1-1M• Y 1ar0' 13/8- vales ACTUAL PRESSURE REQUIREMENT FOR �n $ m
2Anotwr3 B 4.75'Min.O.C.I Standard of aaet Dlp(Fq.t): 3001bs 3901ba 460 IDa aso lba 16441. 270 n3 280ro. 354me 7101w 3741Da 66a ros s4e1m 3411bs 4421bs 56011,5 OPENING,WHEN IT IS LOWER THAN THE MU LU 8
4 M.bor3®7.15•Min.O.C,/slendard(x0raep CUP(Fig.27. 48D Ws 7001b. WA NIA NIA WA 380 IM WA WA WA WA WA 682105 Ge -77-
4A. 11201,3 CAPACITY(FROM THE TABLE)OF THE SELECTED a
4 Anrarue®3•MM.O.C.1(2)2x5 An*C1ip3I(Fq.3r. 760163 7601bs 600105 IWO ba 18%M 5401bD 560 Do WA 700 Ib- 7401bs 8✓i0 ms 16sx Iea L.682156 6851b3 1120 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Nr<twm®045•MN.O.C.1 U171p,Into.12V Alum.(Fig.4): WA WA WA WA NIA WA NIA WA NIA WA WA WA WA WA 7 CAPACITY WHICH MAYBE USED TO QUALIFY
I An5n5r/F-UIP(Fig.51'. 1951bs 195105 225 lb6 445100 822 IIA 13511,5 1.1,3 117 IW 3701bs 1011bs 332 IM 473105 17011,5 221105 lBO Ibe ADDITIONAL ANCHOR OPTIONS FROM THE
2Ane0ore 1.15'MN.0.47 F471 Fq.B'. 21011,5 35011,5 WA WA NIA WA 1B0Ib3 WA WA WA WA WA 1105 4421ba 560106 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -
FIGURE 1: FIGURE2: TABLE NOTES: .'=,Iyi g AIhREVIw
u5 complyinE pllh and FI0511{1B
1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Coda
ncttptarrxw i 'a2 3
1.000"
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -"I �` EnPlretion Data (
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE. By
FIGURE 3: Miami c Product
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. "01111f
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .......
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 211-23. 2.000"
-23. L
.375 ` \ON( LYIJ,y Ai7��i'�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. ��•'• �1c.E7,'•sP P,p
" � Q
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED It' No.58705
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' -
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEELTO BE AT 1'X 2"X.375•MULLION
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 35CREW THREADS BEYOND '_U '• ,',r/ $ 6 �'•
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. f0 F •�((7V�
C�
A.LYNN MI1111EF�P.E.
FL P.E.#58705
I
TABLE 3A
Mullion Capacity Teble be7fe
Opening Width(forvetUQafy-sperma Mu mons)OTOponing Height(tor holzontta y-spar69Ig mt nons) 2x(�ts
60 N 00 in 7011 80 in QO In Wain 120 N t40 In 160 In w 14 0
12actenguter TreptTnnog Rectenpsber TreptTdang, Rectangular TrepAnan9. t7aefmapaer Trey7naMi. Ree Pri a 10. R'AnnBuler T7apRnaig. Reetanow TrapMeng, Raetenou Trap 7daog. Reataoq t« Trwafang. tl 4
1 X 2.76% tanpdar Tn d o.
,375AIQ1n. Lodan9 Loeatg Losanp Loaan9 Loadrq Leading Loading Loading Wadn9 Loaarrg Loading Loading Loading Leading Loeanp Loading Loading Loading s�
Tube f4�} ]pn� tgn� $& a9& 8 g ya$ a4L F �
Mullion $ � tf�' � h cT t4 cT N
fig 6�' jim! � m 4211 179.0 @20 170.0 476 170.0 744 170.0 478 170.0 868 170.9 908 770.0 082 170.0 649 170.0 1116 170.0 521 170.0 1240 770.0 621 1{8.7 5]01 170.0 521 127.6 7397 17tl.01.b fbf 770.0 527
48 In 170.0 708 170tu
,0 524 170.0 850 170.0 $84 110.0 992 170.0 630 170.0 1133 170.0 661 161.8 1139 170.0 877 138.8 1139 170.0 680 113.0 1139 170,0 660 87,8 1139 170,0 880 85.4 1139 170.0 fi80 2
50,625 to 170,0 747 170.0 583 170.0 888 270.0 631 167.8 t032 1700 664 146,a 1832 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.8 1032 170.0 756 83.9 1032 170.0 756 13.4 1032 170.0 756 tl' 413
5{In 170.0 767 170.0 812 161.3 807 170.0 691 1382 807 184.7 730 120.8 907 152.6 720 107,6 907 U8.0 714 08.e 907 14L1 710 00.8 007 140,0 700 69,1 007 fd60 708 60.5 007 140.0 708 m 0
QO in N1.1 731 lit.5 623 177.8 735 130,3 811 100.8 735 116.0 696 682 735 108,2 690 75,4 733 89.6 583 70.5 735 05.1 678 58.8 735 91.8 674 50,4 735 91.8 674 44.1 735 91.0 874 0 (0 C!Z
fi 8311 121.9 666 1309 570 101.8 680 fit,5 657 67,0 858 08.9 647 76.2 658 90.1 630 67.7 866 81,8 531 80.8 666 79.8 526 50.8 668 75.8 521 43.6 608 75.8 521 381 886 75,8 521 N •J
T n
661 108.0 007 1124 522 89.3 607 08.1 611 73.7 607 85.0 601 88.2 607 77.1 463 589 807 71S 480 53.0 007 87.6 481 M,2 601 03A 176 37.0 607 62.7 474 33.1 007 62,7 474 Z W g �'
72 In 81.6 510 85.8 443 68,0 St0 73.0 437 58.3 id 64.3 426 51.0 6111 57.0 419 45,4 510 53,3 {13 {6.8 510 $0.0 408 31.0 610 45.8 402 202 510 44.4 309 25.5 510 44.3 399 z I,. a
7611 89.4 458 72.6 400 57.8 450 61.7 392 49.6 458 54.1 385 43-4 458 48.8 •378 36.8 458 44,8 373 34.7 458 41.6 36e 2" 468 37.7 382 24.8 4S8 38,0 369 2fT 468 35,7 358 J � Z
7011 8{.2 435 87.0 381 b3,6 475 58A 373 45.9 435 49.8 366 40.1 435 44.7 360 36,7 435 40,8 355 321 435 30.1 351 26.5 435 MA 344 22,0 435 320 341 20.1 435 32.2 340 C
ODM 4td 327 43.1 299 34
.8
J2J ]8.4 285 29.0 327 31.8 280 26.1 327 25.3 275 23,2 327 25.7 211 20.9 327 23.7 286 17.4 3M 21.0 262 14.0 327 19.3 258
Z to O
08In 3lA 287 35.4 257 28.7 287 28.9 262 24.8M872488 21.8 287 237 244 19.1 287 20.9 240 17.2 2117 19.3 237 14A 287 We 232 � Z$O>UQ106 In 24.2 227 24.7 206 20,2 227 20.e 201 17.3 51 7 16.0 iB5 XBi c$ 0toiiiin 223 258 �11'. 19.8 215 f8.i 181 16.9 UJ N
12011 17.8 504 X
TABLE 3B 4t -- I I
ANCHOR CAPACITY ADJUSTMENT FORMULA: Z O 0
Anchor Ca act Table ibs 4.� t7) rp
86.W. 23kCorcrelo 7.5kCaw. Holm CMU Fined CMU PTYkw Mehl (DPS X ANCHOR CAP.,,,,,,,,• -• �'O 9.O
( )=ANOHOR CAP,,,"
f>fl6'Ekb 174'SSEko 5116'Etc. 114'5SEko 610Steel 07251.85 912 Steel MULLION CAP., l
Anchor Clip Patterns Anch«iype. 3115 6katAirxan tM•Eko unresat Ul0ecal 3718'EIcO Uttracon i/C Etso ttpracm A F fl -'7
gpl'CGala Ullmcon ApgreOel« screw(05)Sorew(GS) Screw USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge lxa+ance sn): r 2a7r r 2arz 3-776• 1- 2-172' r zarr r 3•ua r a.4s 0.54• a3u• CAPACITY REQUIRED'CORRESPONDING TO AN
EmDeanml(h7 1-311• ave• 7.714' 1aA• 2' 1-114' t-114• WW taro• 1.1x4• 1-114' 2• tare" tare• vane, ACTUAL PRESSURE REQUIREMENT FOR THE
2Anclwra 4,75'Mh.0,C.antoMerd«QOsat alp Ftp.t' 390 ma 3801as 45(l las 990 W6 1844 ft 2701w 28011 354BS 7<D Wa 3741W 864 IW 94a lba 34161 4421bs 560fab OPENING,WHEN IT IS LOWER THAN THE MULLION
4 vene.gI.15Min.0.C,lStandard(a01tke1Cep ftp.27 480 os 7009re WA WA WA WA 3601bs WA WA WA WA WA 682 Ibs 885 Iee 1120 1b. CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anehors 4$3"Min.O.C./(22x5 Anpk Cepa/(Ftp.3): 760 RM 760 ps 6@O llm 15601bs 1998 Ybs 5401ba 5601b5 WA 760 ft 748 1b. 880 tb5 1892 lb. 6829a Mlb, 1120 oe MULLION,IT WILL YIELD A MINIMUM ANCHOR
2 Amhore a 0AY Min.O.C.7 -a,Into A25'Alum.(Rp.4F WA WA WA wA WA WA WA WA WA WA WA WA WA RIA fib iW CAPACITY WHICH MAY BE USED TO QUALIFY
f Anctlor/FLYip ffin Sk 19s ks 195Ibs 225 Ws 4a51b9 0221b9 _T351ba 140lbe 177 Ore 3101be 107 Im 3321be 473IW 110 Iw 2211es 280Iba ADDITIONAL ANCHOR OPTIONS FROM THE
?Amb ne t w Mh,Doi FC71 b,6T 240 i6a 350It. WA WA WA WA 190 tbs WA WA WA WA WA 341 7b, 442 The 560s,3 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.
PRODUCT REVISED
a9 complying with the Flo"
FIGURE I: FIGURE 2: Building Cade
nmpimm No t6-0 9.eo;
TABLE NOTES: -•-j 1.000' Expilslion Dale1111 0
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ByQ70tre(
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M) 1i do hO(kct (JJ(VVjjII
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \`11711 LVh{V 77 f
9
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" ���\`'',\{•'••• �)�<< ���
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. X�?�•,• 1 iGPNg�• F,)1 ��
HOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.
ANGLE CLIP MUST BE USED IN PAIRS. FIGURES S 95705
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
FIGURE 4: FIGURES: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TRFATEO
D315'
YELLOW SOUTHERN PINE WITH AN SG OF 0,55,ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125" •1•'• Ljj, 8 6 b ;'•
141 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(16 GAUGE),STRUCTURAL STEEL TO BE AT =I l 'if t )'
II !( • 1 �^�I l LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2,75'X.375'MULLION ��'',•p(OR70P•,•(,�\c~\^
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. v<<
At I Yt� ) �4FR"P.E.
FL #53705
TABLE QA ®� +
fn st
Mullion Ce ae Table Ibefft' 14�
Openlnp Width(for DeNcally-sparcirg m116ons)or Opening Height(for horizoliely-spemirg m ilions)
501n 60 In 701n 00 N 9010 100 N 1201n 1401n login bb
7x2,76x Rectangular TWMug. Raclan9fder R.NTdvo Rectangular Tr am ReefangWin Raprrdang, Rectangular TrWTfiai9. ReclergAar Treplydeng Rectangular Trep7Rlmg, Raalangilar Treprrdano Reatanpaler hep/Tdang.
Load Loads Loads Loads L 9 ng 9 o n U
.650 9 9 9 °ate l.oedng loafing Loafing Loading Loadn9 Loads Loading Loading lased Loading Loading Loafing Loafing
Alum. yr
Tube r r z a� a a a �s ? a a a e z 1r LL
Manion €B ag dbB a
3 cT oa u �a oe u 0 0 0_ o u o u u o u o 0 0o ue ca
431 �� ��
IS st �a yr $ ubu. �� 5$ 0 ao w
'� d� �� d S� d �� � �� �� f� dal �€ d#z a� a� �� � � Q
421n 170.0 620 170A 435 170.0 744 170.0 478 170.0 888 170,0 5% 170.0 092 170.0 519 v-0-0 1116 170.0 521 170.0 1240 770.0 521 170.0-14-88-117-0 0 521 156,7 1620 170.0 521 13&e 1620 170.0 521 J W
W
481n 170.01 706 1170.0 57A 170.0 850 170.0 584 170.0 991 170.0 830 170.0 1133 170.1) 601 170.0 1275 170.0 677 170.0 1417 170,0 680 141.7 1417 170.0 6110 121.5 1417 170.0 660 108.3 1417 170.0 650 _
60.621 In 170.0 747 170.0 $63 170.0 696 170,0 631 170.0 1046 170,0 884 170.0 1195 170.0 723 1626 1388 170.0 747 146.3 1286 170.0 756 121.9 1208 170.0 756 104.5 1286 170.0 756 91.4 1286 170.0 75S (L CD O
54 N 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 003 133.9 1130 170.0 837 120.6 1130 170.0 858 100.5 1130 170.0 801 88.1 1130 170.0 861 75.3 1130 170.0 661 O ~
4fl J
CQ
60 N 170.0 685 170.0 701 148.5 915 1823 701 125.5 915 144.5 748 109.9 915 1323 735 97.6 915 123.9 720 87.8 915 118.5 720 73.2 915 114.4 715 82.0 915 114.4 715 54.9 915 114.4 715 J
In
63 N 151.8 830 101.0 710 128,5 830 130.9 694 1055 630 123.2 681 94.9 630 1122 670 84.4 630 104.6 662 75.9 830 89,4 650 63.3 030 84.5 049 54.2 630 94.1 &19 47.4 030 04.1 649 W d m
t
� 86 h 132.1 757 110.0 850 110.0 757 119.6 836 81.3 757 105.9 624 02.5 767 96.1 814 73.4 757 80.1 800 88.0 757 81.2 690 65.0 757 79.0 693 47,2 757 78.2 591 41,3 757 70.2 591 Z d
S 72N 101.7 636 106.6 552 64.8 We 9L0 540 727 636 80.1 530 83.0 038 722 521 58.5 636 68.5 614 as 630 62.3 506 424 838 57.2 500 36.3 638 5&3 497 31.8 636 55.2 497 J sW
J❑ rcZ
P 761n 66.5 571 90.4 498 721 571 76.6 408 6. 71 87.4 479 64.1 571 ODA 471 48.0 571 55.5 484 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.6 447 27.0 571, 44.5 M0
5 781n 80.0 542 83.4 474 68.7 542 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 400 542 41.5 437 313 512 42.9 429 28.8 542 40.6 425 25.0 542 40.1 423 r' ¢ N o
BO In 52.1 407 53.7 381 43.4 407 45.4 3% 37,2 407 39.8 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 28.6 334 21.7 407 26.1 327 18.8 407 24.1 371 16.3 407 23.0 319 Q to Z00
BB In 429 358 44.1 320 35,8 SW 37.2 314 30.7 358 32.4 309 26.8 350 28,11 3M4 23.8 350 28.1 300 21.5 358 24.0 298 17.9 358 21,0 289 15.3 358 19.2 264 L X A iO B
f/3 N
106 N 30,1 283 30.8 255 25.1 283 25.9 251 21.6 283 22.5 247 16.8 283 19.8 244 10,7 283 15.0 240 15.1 283 16.5 237 LU ti Y Y
111 h 27.6 207 28.3 242 23.1 287 23,0 238 10,6 207 20.6 235 17.3 267 18.3 231 15.4 287 16.5 228
120 N 22.0 229 22.3 209 16.3 228 18.8 205 15.7 220 16.2 201 7
TABLE 4B AN( CAPACITY ADJUSTMENT FORMULA: x-• Z"O s0
Anchor Cfl aci Table Ibe) ANCHOR CAP.,,o,,,,,, pma
substrate: 2Th Concrete 3.5k Cone. V4dkwCMU PflIedCMU PT Wood Metal (DP e)X >=ANCNOR CAP.,, a���
5116"Eko 114'39 Eko 51WEk. 1M"SS Elco Y10 Slee) 612 Steel 912 Stell MULLION CAP.,",„,
Anchor Cllp Patteme Anchor Type: 3116'Eko Ulaacm 114'Elco Ugacm Limon YI6'Eko UlVacon 114'Eko UlSacm AegreGafu 1.11mon Aggn GaW Screw IGS)screw(GSI Screw(G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Dlslame(m): V 2-1? 1" 2-12' 3-116' 1" 2.112' 1' 2.1/C Y 3•tf6• 2" 0.46' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN
Embedmml M): taro' 1.314" 1-314' 1-314' 2' 1-Ile 1-U4' 1-114' 1-114" 1.114' 1.114- Y lata' tale" soles ACTUAL PRESSURE REQUIREMENT FOR THE
2 Ambom@4.75"MN.O.C.I Slandud or Ofsel Clip Fig.1): 39016. 39010. 450153 sm lb. 1044lb. 270 nx 280163 3341bs 740I5a 3741ba 664163 sl6 roa 341163 44z lbs 560 ms OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhaa Q 1.15 MN.O.O./Standard(a 06se0 Co(Fig.27 460 Ns 7001ha WA WA WA WA 360 to$ WA WA WA WA WA 682 lbs 8851 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amlwra®3"Min.O.C.1(2)2.5 Angle Gips 1(Fig.31-780 k. 760%. 680Ib. 1560 lbs 16961bs .540163 560169 WA 760lba 7481bs 6801ba 1802 It. 6621be Bobm 1120lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Ammo.0.45 Min.O.C.1 U47ip,N10.125'AWm.(Fig.41' WA WA WA WA WA WA WA WA WA WA WA WA WA 715lbs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Aiia.1 FCkp(Fig.5): 195163 195103 22516. 445 lbs 672 lbs 135 No 14015e 177 W 370lbs 7671ba 332 lb. 473153 vo rag 22116. zeo 16a ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ammre®1.15'Min.Qr-1 FL41 (Fig.Bl 240 ft 350 T's
WA WA WA NIA 100 ft WA WA WA WA WA 341 103 4/2103 580 Ws ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. w rnnlplyin6.vl4h gt0 FlmAR
Building Code ((p�b7+trl.CX3
FIGURE 1: FIGURE 2: TABLE NOTES: 1.000- r Expire)On Date JZp1L
SEESHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r AAVwnde P19
11
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE,
FIGURES: mat*.-'�10ENSE'••�`� ��
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2.750' Q.
• • • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ;.,. • No.58705 k
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 650'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' U S-TA7-OF \W
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT - �;•' FZ OF11O4;
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650"MULLION �% S •,•-•-'
J
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,16-6 S.S.OR 410 S.S. 'rr l'J/��- 1�
/1111111.1
A,LYNN MILLER,P.E.
FL P.E.#58705
i
TABLE 5A
e F 1s
Mullion Ca ae Table Ibeffe RAR
OponlnGwidth(for verucafoparviigmUllons)orOpening Height(for Wzontay-spaMngandlims)
so in 60h 701n 00h I in I too Ito In 14010 160h C
Recierl¢4a Trapl93ag. Raaa+Oder Trep7Tvan9. Ratanpdar iFop7Tdar0. ixeaorreder Trapllden0. Racianquiar TreplTdarg. ReOtenOreer irsWlYtanB. Raotenpnar Trewdenq. Rectaogtdw TnpMe"o. R01anp4a 11apmma. q
1"x3.126"a Loadnq LDadng Loadng Loadn9 Loading LoadriB Loafing Loafing LOMIng Luadne Lmdn9 Loading Loading Loodn9 I.oadrg Loading l0wfn0 LoadrW
.600"Alum f i ;F a 2e z` ti
01 1�
Tube Mull
va
$ asy § LH
g �>" � 5$ s � s yf. X� � °0 S d= 1`. f d2 goo 3 U5c� d aT m da
4240 170.0 620 170.0 435 179.0 744 170.0 +78 1700 866 170.0 546 R0.4 902 174.0 518 174,9 Hi8 170.4 521 VO4 17.00 IT6.0 531 170.0 f{Bg 170,0 521 170.0 1735 170-a 521 154.+ 1602 570.4 621
401n 170.0 706 170,0 524 170.0 650 170.0 664' 170.0 082 170.0 630 170.0 1113 170.0 BB1 170.0 1275 170.0 677 170.0 107 170.0 680 157.7 1577 170.0 600 135.t 1577 170.0 680 118.2 1577 170.0 090 7 y
W1125 In 170.4 747 170.0 583 170,0 806 170.0 031 170.0 10,10 170.0 684 170.0 1105 170.0 723 t70.0 1345 170.0 747 VD.0 1484 170.0 758 141.7 1495 170.0 758 121,5 1405 170.0 758 108,3 HB5 170.8 i5fi W o p
64h 170.0 787 170.0 @12 170.0 058 ITDA 091 7700 1118 170.0 754 570.0 1275 170.0 503 160.1 t+0t 170.0 637 149.6 1401 170A 658 524.6 1401 170.0 865 108.8 1401 170.0 Sol 93A 1401 170.4 Set rn
001n 170.0 585 170.0 701 170.0 1003 170.0 iD7 15&5 1150 17D.0 078 138.7 1159 187,0 828 1233 1150 168.5 017 111.0 1168 140.7 910 92.5 1156 144.5 003 70.3 1150 144.5 00:1 80.4 1150 144.5 003 1--
,y 0310 170.0 030 170,6 745 fSgh 1049 170.0 650 117.0 1049 1555 804 119.6 1048 t41.7 848 1005 1049 132.0 838 95.0 1040 t25.6 628 T0.0 1048 118.3 820 005 IND 118.0 619 S9.9 1040 H8.9 BID V)
10 @810 188.8 965 170.0 788 138.0 855 151.3 004 159.1 055 533.7 7E8 1042 955 121,4 775 02.8 855 172.0 785 83.4 055 100.4 767 [42.1
955 98.6 748 59.8 855 95,7 748 52.1 855 95.7 740 ZLID
j 72h 128.5 503 134.8 697 107.0 603 114,8 802 91.0 603 141.1 870 80,3 803 91.2 859 71.4 BDS 63.0 819 54.2 501 75.8 612 $ 803 72.2 632 45.0 801 69.8 020 40.1 BD3 89.7 827 USJ
78h 500.2 721 114,1 520 01.0 J2t 97.9 Bfe 70.0 721 85.1 605 88.3 721 70.5 505 88.7 727 70.1 5@8 84.6 721 85.4 679 721 59.4 589 39,0 725 58.8 554 34.5 721 56.1 503 Q J� u ��
70 in 101.0 684 105.4 599 64,2 684 80.4 $87 72.2 684 76.4 578 83.1 @84 70A 667 Sot 664 64.4 556 505 604 59.0 555 684 SL1 541 36.1 684 $1.3 538 31.8 084 50.8 534 Z g00 h65.6 5H 61.9 456 54.0 614 57.3 448 47.0 614 60.0 440 41.1 514 44,0 433 30.6 514 40,5 427 329 614 37,3 421 514 33,0 412 235 514 30,4 406 20.6 6H 29.0 d40-3 Q u) Z8B In 54.2 452 65.7 404 45,2 452 17.4 396 38.7 452 40.8 300 33.0 452 30.4 354 30.1 402 32.9 578 27.1 452 36.3 373 452 20.8 386 18.4 452 424.23,IWI18.8 452 228 ,110tOdh 38.1 357 36.0 322 11.7 3ST 327 317 2L2 357 2@A 312 23.8 357 25.2 308 21.Y 351 22.7 307 19.0 137 20.8 209 357 16.0 201 53.8 357 11.8 357 15.4 N110 35.1 338 35.8 306 29.2 330 30.1 SD7 25.0 330 28A 290 21.0 336 23.1 202 195 338 2D.6 288 174 336 19.0 284 14A 330 10,5 278 12.5 330 11.0 336 13.6 12041 27.7 269 28.2 283 23.1 289 233 259 19.8 280 205 256 17.3 289 18.1 252 15.4 288 iS.3 249 13.9 289 14.02d8 ti.0 284 72.0 240 9.9 289 8.7 289 t0�
TABLE 58
Z
AnchorC6 6G Table IW ANCHOR CAPACITY ADJUSTMENT FORMULA: -
sutsDate 2.T4corcrde 35scaw. H C14u Fwrmu plwoal Mesa (DP )X(ANCHORCAP.,,c,,,,,,1_ANCHORCAP.,", oap�
916'Elco IW SS Flc0 5fle Fico Vr Ss wco 010 sten et2 stets A stal i MULLfON CAF.. ,,�,11
AnehorCllpPettems J'MA4'' Sr10ElcoUllrsm vrEeounmcon un-an 9tCEIcouLmcm va•EsouBracm AggDGaa UAacm Ag9eGaa saccs(G5)scI"(Gs) scraaiCS} USE THIS FORMULA TO OBTAIN THE'ANCHOR
E asiarce r 2•11r r 1 2-114- 3.1rs r 2-vr t• Zia r 3.11r x m0.464 o.5r 0324- CAPACITY REQUIRED"CORRESPONDING TO AN
aa1
EMbednenl n 1a" lr .3(4• I lar r 1•ve 1.114• m/41 1.114• 1.1/4• 1.174- r ae• "a
1.3re• tles ACTUAL PRESSURE REQUIREMENT FOR THE
2Anci8a04.7s M1a O.C.IStaAtadaOls% (R t 300 IDS 39690 491 ms I W7, 16"IDS 27ows 280 w3 354 D8 7401as 374W 664105 94s IDS -91-105 242 1; 0x OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archon@ IASIUet O.C.1 Standatd(or OW Cop L g.23 4a0 Ota 700 IDS WA WA NIA WA 380 IDS NIA WA WA WA WA W21D4 US lab 1121 IDS CAPACITY(FROM THE TABLE)OF THE SELECTED
aAsmrs�3'1ur.O.C.IM2z5AngmC4psIfff 3) 7e41as 7mlw a,U1ns tsmms MGM 540ws salsa NrA 76DIM 748ros ow ms t692ws 042 D3 e6s11s 11217,11 MULLION.IT WILL YIELD A MINIMUM ANCHOR ,
3Amras�O.dY Mw D,G./U4)ap,hlo.l2P Alum.(F - NIA WA RIA WA IVA NIA WA NIA WA NIA WA WA NIA WA 17398 CAPACITY WHICH MAY BE USED TO QUALIFY I�
IAfLtprl FCSp(Ftq 51 i9s wi 195 ea 4-25 Poe day tt8 82Z� 135 los 14008 17X01 3701ps 1571DS a32ID1 473 it. 1708# 22114-6 280 tD1 ADDITIONAL ANCHOR OPTIONS FROM SHE
2Arlcil>r9 @ 1.Yfr R__
5T 240104 350" N!A WA WA NIA 10085 NIA WA NIA WA WA 317 NS 442106 °u6010s ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FRODUCTRGVISED
ns 00mplyin0 willn Ow Fib"
FIGURE I: FIGURE 2: TABLE NOTES: 1"'1-040""1 Rui4pta Code
ebeliOntYuln 71)21
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 14 FOR GENERAL INSTALLATION METHODS. M1 Pacts P4wfua
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3125° �,C�
FIGURE 3; 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23 ,A
,''�1GEN31g'''• 4
F • HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '• ^r Nu.55705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500"
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-T5 AND BE A MINIMUM OF,125" r 5 1.075:
LTHICKEAST STEEL STUDS TO BE A MINIMUM GRADE33AND.04VSHA THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1-X(t'VF MULLION)
10N t�`<.' •.!eL ORtOr•''4C
(, LEAST,125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •• •
* THE MATERIAL.$10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. 4-4-4-4-,"�(-J-I-ElL s+�
A.LYN0I41LER,P.E.
FL P.E.#58705
TABLE 6A ® Nf1n9;
Mullion Ca ae Tablo Ib9RE2 Rn
Opening Ndth(for vertically-Spanning mJllons)or Opening Height(for holizontatyspanni g millions) �G!ite b
SOI. 601n 701n DO in 001n 1001n 120N 1401n too in O
Rxlenguler linWridarg. Reclergular Trwildeng• Reet.0ar TreplTdeng. ReeWngWer Tmp/Tdanp. Reclengda TPsP den9. RaoletgJar Trep/TAen9. Recten0uler Trap7Tdeng, f4eaenpdar TmplTdeng Rectan9ula Ttapiniang. o
1 x4x.126 Loading Leading Loading Loafing Loading Loadng Loa3ng L-&V Loading Laadin9 LmdNg Loading Loading Loading Loading Lowing Loedn9 Loading c� V
Alum.Tube € ',. �'_ a t� .g .F .§,. .. € '_ .�' .F €.. � �',. ,Z- LL
Mullion � �� � �� � a� �' � & a1 �1 . 1� &� a � 1 &� 1R " m
g g � z Q�
0 F
42. 170.0 820 170.0-r-4 35 17D.D -74- 1700 478 170.0 660 110.0 we 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1468 170.D 52l 145.6 1489 170.0 521 127.0 1489 170.0 521 W
48 N 170.0 708 170.0 624 170.0 850 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 617 150.3 1303 170.0 6DO 130.3 1303 170.0 we 111.7 1303 170,0 680 97.7 1303 170.0 680
7 m
80.025 In 170.0 747 110.0 563 170.0 598 170.0 631 17D.0 1018 170.0 064 170.0 1195 170.0 723 156.1 1235 170.0 747 140.6 1275 170.0 756 117.1 1235 170,0 156 100.4 1235 170.0 758 87.8 1235 170.0 758 (3J O$
541n 170.0 791 170.0 S12 170.0 950 110,0 B91 170.0 1118 170.0 764 154.4 1158 170.0 803 137.2 1158 170.0 1137 123.6 1158 170,0 656 102.0 1158 170.0 861 ea.2 1150 170.0 861 77.2 1158 110.0 051 01 O F-
co
601. 170.0 SM 170.0 701 186.7 1042 170.0 797 1129 1042 161.1 032 125.1 1042 148.7 815 111.2 1042 1365 801 100.0 1012 130.2 781 034 1042 125.1 762 71.6 1042 125.1 762 82.5 1042 126.1 762 O
131n 170.0 930 170,0 745 1512 992 167.6 810 129.8 991 144.4 799 113.4 1192 13t.0 782 100.5 902 121.4 706 90.7 992 114.6 758 75.6 992 1DBA 745 84.8 982 108,0 744 88.7 992 105.0 744 ? m
66 In 185,4 947 170.0 789 137.0 947 148.0 766 118.1 947 130.3 766 103.4 947 117.7 752 91.9 947 108.7 738 62.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94,0 111 51.7 947 94.0 111 Z z p e
• M N 135.0 849 142.7 737 113.2 849 121.6 722 87.0 949 100.9 708 64.9 849 98.4 606 76.5 849 88.7 686 67.9 849 52.7 675 66.6 849 76.3 659 49.6 549 726 652 42.5 849 72.4 651 ? d g 4m {a
7B N 116.6 762 120.7 665 98.3 762 102.6 652 525 T82 90.0 640 72.2 762 80.0 629 84,2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41.3 162 59.9 697 36.1 782 59.4 595 Q W o 6
F 78in 106.9 724 i11A 834 09.0 724 94.8 621 76.3 724 B2.0 609 68.0 724 74.4 699 59.4 724 60.1 691 63.4 724 63.4 583 44.5 724 57.3 673 34.2 724 54.3 567 33.4 724 53.5 565 � -1 s' <
la 69.6 643 71.8 483 60.0 543 667 474 49.7 543 52.9 486 43.5 543 47.1 458 366 643 42.8 452 34.8 543 30,5 446 29.D 613 34.9 436 74.8 543 32.1 430 21.7 643 30.7 426 Q z N
W N 57.3 476 58.9 121 47.6 478 49.7 419 {0.9 478 43.2 412 35.6 478 36.6 406 31.0 478 34.9 400 267 478 320 395 23.9 470 28.1 356 20.5 478 25.6 380 17.9 478 2{.2 S70 N p
1081. lO.S 377 41.1 741 33.5 377 34.0 335 26.5 777 30.0 330 25.2 377 29.8 325 22.4 377 2{.0 721 20.7 377 22.0 SIT 18.8 377 18.0 710 14.4 377 17,1 301 (n `'
1111. 37.1 757 37.8 723 30.9 357 31.8 318 28.5 357 27.6 353 23.2 357 24.4 309 20.6 737 22,0 305 18.6 367 20.1 301 15.4 357 17.4 281 11' m
120 N 29.7 300 28.8 219 24.5 308 26,1 274 21.0 Me 21.7 270 18.3 300 18.2 267 18.3 3011 17.3 263 Q )( Q 01
Q
1441n 17.0 212 17.2 106
z
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: W mW
AnehorCe eel Table 109 ANCHORCAl.,m,, g - 9-1
Subelmle: 2.7a Cororele 3.5k Cane. Fbllox CMU F'YIed CMU PT WooO Metal (DP,)X( )=ANCHOR CAP.,,,
5116'Eko 1/4.65 Eko 5110-Elco 114'SS Eko Nl0 filed N1281ee1 N12 Sted MULLION CAP.,,,....
Anchor Clip Patlome
Anchor Type: 3116'Eko Ulbecon 134'Eko 184ecan 3118'Eko lauacon 114'Eka Uanecan
Uluecan AgBreGel« Uitmcon AIp.Gat« screw(G5)Sinew(as) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edoo lxalanee onY. 1• 2.17 1^ 2.1re 3.116• 1• 2.12' 1• 2aa' Y 3-ifa' Y 0.48• 0.54^ 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(m): 1314• 1.314- 1.314' 1-314• 7 1.174' mW 1.114• 1-114' 1-114• 1.1/4• 2' 17/8^ 13'8' Cedes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors 404.76'Min.O.C.7 Staid a Oftel CHI)(Fig.1927• 390105 390 ba 4509ns 8901be 16441bs 27oba 260[be 354 lbs 140 lbs 374 The 664 Ins D46t6s 341 be ttz be 560 bs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anehom 99 2.25•Min.O.C.l Standard(v Offset)Clip ft.3): 70D We 7001101 580 165 foto lbs 852@5 WA 5601105 WA 030lbe WA 6801105 WA 662 bs 8651bs 11201-9 CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Ambem Q 1.15'MN.O.C.f Slenderd(aOtbet)Clip(Fig.4), We 9. 14DD 1109 WA WA WA WA 760 lbs WA WA IUA WA WA 13630. 1770110, 2140 gra MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchors Q T MIa O.C.1(2)2x5 A.gk Clips I(Fig.57. 780 9. 780 b9 Boo bs ism los 1888 lb. 540 lbs 580 lbs WA ISO bs 746Ibe 880 lb. 1892 lbs 682 Ibis 845105 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY
O Amh«s 3'MIn O.C.! 215 Arg@ Clips I(Fig.6Y. 1170lbe 11701bs 1020 bs 23401-5 2844 be 8109. 840015 WA 1140 b 1122 lbs 1320 be 2838 lbs 10221109 13271105 1880 U. ADDITIONAL ANCHOR OPTIONS FROM THE
4 Am11ae 49 BAY Mn.O.C.I UCtip,Inla.125'Alum.(FIO.7Y WA WA WA WA WA WA WA WA WA NIA WA WA WA NIA 1430 lb. ANCHOR CAPACITY TABLE PRODUCT REVISED
2 ArwMm 02 25'Min.O.CI FClip(Fla BL 350105 350 ba 21031, 705 ins 470 bs WA 280 lb. WA 315 be WA 440 lbs WA 341 Its; 442lbs 5601-3 as complying with the Fleaidk
4Anchm491.15•MN O.CJFCllp(Fig.9} 4B0IDs 7001Ds WA WA WA WA 3,m 11 1W WA WA NIA WA BB21bs 6861105 112005 1.000• Building Code I�b'Eta,0
NOTE:FORTHE OFFSET CLIP,USETHE SAMEANCHOR PATTERN ANDANCHOR VALUES ASTHE STANDARD CLIP. �I Acceptance No
��`
Expiralion Date
TABLE NOTES: BY Ddu [5r,5�t
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES. FIGURE 9: Mrant da -S 15Lna
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 111 1/
• • • • • • • • IE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �' \\ l/("� ........2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.• • P`' '•,fir%
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 - -
FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. '.�• 6 lx,
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED o Sfrl(((+1 F.
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW -.125'
'o .
T'•..�'L O..... • C�`.
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.126"THICK.STEEL i
STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST A25-THICK 'T
ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. L '/,' �(Onf1�I-
AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 d 1'X 4'X.126' 1 I I t t 1
#12 ANCHORS INTO WOOD MAY BE STEEL,18.5 S.S.OR 410 S.S. MULLION A.LYNN UILLER,P.E.
FL P.E.#58705
TABLE 7A
Mullion Capaci Tabio Ibste 8 51 Y
Opening Wkfth(tor veNcally-span dng multass)of opening Hatght(fof tlorlzorta*spartong mtatonB) �xl�
60 N 011In 70 N 8011 HON 100 N 1201n 140 h 160 N R.• t
iteatangdu lewriaag. Rectangular D%Pprrdalg. Ract tar T. ren4 Racta H DIT rofec Twpffdeng. F.-to-off 77F.--now rte 1.0ttac h"nileng. Ract4ao. %pfTdong, 4 F
1 K d%,376 �+ P`7 1[HiAm SrnplTdan. RBcta�llfer ha deng. Rooke
Alum.Tube 1auft loading L.adrg LoadND Loading Loednq Laaling Loading Wzp Laadhg Loading Lowing Laa•ig Loadng Laasno Lo.60 Lo.dng Laadnit SY
&"T"' a a., D � a � �' F �• o Mullion ,. a �' .Lo v � �s � � .7' aF D p
8 S C3
42N 170.0 610 170.0 475 170,0 744 170.0 476 170.0 868 170.0 606 170.0 992 170.q 618 17q.0 1118 170.0 521 1749 1340 170.0 521 170.0 1480 170.0 621 170.0 1735 470.0 521 170.0 1983 170.0 521 Q ~
48 In 170.0 706 170.0 524 170.0 830 170.0 ON 170.0 ON 170.0 We 170-01 1133 1740 601 170.0 t276 170.0 677 170.0 1417 170.0 880 170.0 17001718
800 1711.0 1983 170.0 660 161.8 2024 170.0 6S0 = Ul
60.625 to 170-0 747 170.0 683 S70A 896 170.0 631 176.0 74113 110.0 684 170.0 1195 170.0 723 170.0 t345 170.0 747 170.0 1494 170.0 756 1740 1793758 160.0 1079 170.0 756 536.6 1918 170.0 768 ,2 W R 0
541n Ilea 797 170.0 612 U0.0956 170,0 BBI 170.0 1118 170.0 754 170.0 1276 170.0 803 170.0 1434 80.0 037 170.0 1594 170.0 656 159.9 1709061 137.1 1799 170.0 881 120.0 1709 170.p BBI W 0
60N 170.0 885 170.0 701 170.0 1067 1740 797 170.0 12411 170.0 678 175p 1417 170,0 814 170.0 1694 170.0 998 155.5 leis 170.0 1077 129,0 leis1063 111,0 1814 170.0 /OBJ 022 1819 170.0 1083 J
631. 1740 930 170.0 745 170.0 1118 770.0 050 170.0 7102 170.0 940 170.0 1468 tree tato 166.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1342 1166 100.7 1642 167.9 1167 85.1 1542 167.9 1157
66 In 170,0 974 170.0 769 770.0 1189 170.0 803 170,0 7584 170.0 1002 7fi0.0 1472 170,0 1006 U2,8 7472 168.8 1U8 120.5 1472 158.8 1130 107,1 147211 DB 91.8 1472 146.0 1104 00.1 1472 140.0 11W z
721- 170.0 1063 170.0 670 170.0 127$ 170,0 4009 150.0 1320 188.2 1101 132.0 1320 149,8 taa2 117.3 1320 137.8 1066 105.6 1320 1250 1049 69.0 1320 1024 75,4 1320 112.6 1013 66.0 1320 112.5 1012
761. 170.0 1122 170.0 937 149,6 1184 159.4 1013 128.2 1184 t39,9 994 It22 7184 125.7 978 99.7 1164 115.3 964 Be- 1184 107.5 952 74.8 1184935 64.1 1184 911 an 56.1 1184 823 925 ? �
£ 161. 188.1 1124 17x,0 987 138.4 1124 147.(1 985 110.8 1114 118.8 947 L28.6
1124 115,8 931 82.3 1124 105.8 Hie 63.0 1124 98.6 906 89,2 1124980 59.3 1124 54.3 881 51A 1121 87.2 878
94 N 108.1 bd4 111.6 760 90.1 844 943 738 77.2 8{1 621 711 644 73,3 712 fi0.t 644 06.6 702 64.0 644 611.4 693 45,6 M4 616 38.6 844 50.0 668 33.8 844 47.7 662 Z 5961. 89.1 742 87.5 683 1A,2 742 77.1 652 B&S 742 67.2 641 742 39.5 631 40.6 742 54.1 622 44.5 742 49.8 614 37.1 742 We 31.8 742 39.6 690 27.8 742 37,5 554 N M ��00
00 dp
tOB In 62.8 SBB 61.8 SJO 62,1 508 53.6 521 44.7 588 48.6 513 568 41,4 505 34,0 686 37.1 498 31.3 506 34.2 492 26.) 566 29.8 461 22.3 Al. 28.8 472 19.4 568 24.7 469
1111. 57.8 555 55,8 503 48.0 555 48.5 495 41.2 655 428 487 555 38A 480 32.0 655 34.2 473 28.6 555 31.3 467 24.0 655 27.1 457 10.8 555 24.3 446 18.0 555 224 442 X
1201. 45.6 475 16.4 433 38.0 475 38.0 428 32.6 475 J3.7 120 475 28.8 414 26.3 476 2&8 A09 228 475 7A.5 404 79,0 476 21.1 195 16.3 476 757 387 11.3 0.5 17.2 581 "6 173 f1)
1441. 26.4 330 28.7 305 22.0 330 22.4 301 16.8 330 19.3 207 16.5 330 17.0 203 Q x Q O
TABLE 7B IL T 2>f
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Aneher Ca acl TableBits) -F( M�w
ANCHOR CAP.,,.„�, ..3
8aWilale: 2.7k Gore[Me q5k Cmc Hollow CMU Fdied CMU PT Wand Matei (DP)X{ }=ANCHOR CAP.,",
Ancnar 5116'Elco 1!d`aS Elco 5118•Elco 114'ss Elco 910 sled 012 Steel 012 Stell MULLION CAP.,p",W,
Anchor Clip Patterns 3/16'Eko NBacm }I4"Elco U6meon Uluwm &118'Elco UlUmm 114•Ek.uAtaam A99reGdta Oltmean ApgleOator &crewtGSy screw(Gsy screw{Gfiy USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge Cislence(nk r 11rr t" 2ar2Y 3-u6' P 2-1'tr r 2-fr1• 2' 3-118' r 0.46' 0.54' 0,321• CAPACITY REQUIRED'CORRESPONDING TO AN
EmbedmenS 9nk taro^ tart• 1811 s-314' r 1411 l-ui^ /-ur t-ua• 1.ur faro• r fare• tars' 1o1k3 ACTUAL PRESSURE REQUIREMENT FOR THE
Z Mchaia®4.75'MN.O.C.l StaMmd m088e1 Cop(Fp.762p 390104 J901bs 450 Ibs 8110Ibs 1644 r. 2701os 28016' 3581ae 7411 Ibs 3641
74lba Bb3 8461W 311 Ib3 A421bs 568 FA OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ancho18g 2.28 Min.O.C.1 staMad{orO}SeDCiIp{Fq.3k tab pis TOO Its 580 las .1450185 a52 Its WA 590 iba wA 530@s WA Noms WA 682 its 885111s ft201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
H Amhmby CiV Mm.O.C.I Sundmd("Offset)C8p(Fig.4} NO lbs 1400 lb. WA NIA WA wA 760118 -W-AF-WA WA WA WA 1363105 1770 lbs 2240158 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AnCh.8 0 Y Min.O,C.I R}WAngle C103 (Fig,5), 780 ft 7801t4 68016. 756016. 1896 ft 510 toe 560 lb. WA 1 760164 748105 8801b. 1892163 682 lbs 6851b3 1120 the CAPACITY WHICH MAY BE USED TO QUALIFY
8 Anchxs®3'Aon.O.C.t l2j lid Angie t11p3 I iFltl,8}; M1i7o lbs 1170 Iba 1020 ds 23401/15 284-13 81013 8401W WA 1140lbs 112210. 1320 0a 2838 to. 1022 Ns 1327 l04 168a laa ADDITIONAL ANCHOR OPTIONS FROM THE
4 Am"®10.45'Mh.O.C.I U-071p,Nto.12VAtem.(Fill.7T WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1.010 ibe ANCHOR CAPACITY TABLE
2 Amhom a 225'Min.O,CJ F-01p ffq.87 350105 3501ba 200 ib. 705 itw 478163 NIA 260lb3 wA 3t5M WA ad0i5s WA 341W 442148 560104 PRODUCTItHVISED
4 Archme 1!D 1.15'MN.O.C.I F471p(FiS el: 450 IM 1 700015 I WA WA WA I WA 300165 WA NIA WA WA NA 1 682 0x1 8B5Ibe 1120108 ns complying with 9w Fioidd•
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. B.Ildi.g Code
-'•� 1.062' AcOeptanceN it ows.A.1
B p1rU�Pfo&d
TABLE NOTES:t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONFtGURE 1: FtGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FSGURE 9: Mism'
• • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0 I i I t I1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ���`tn'(LYNN(tJ/jt
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE t'
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000•
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _
N0.50'105
FIGURE 5: FIGURE 6- FIGURE7:
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090,WOOD SHALL BE
• • • •
PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
• 41-_� 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' .375" .375'
THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36,ALL ANCHORS g' -,
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL,#1D 1'X 4'X.375•`1 "X 4'X.375' �I r t P.E.
ANCHORS INTO WOOD MAY BESTEEL,IB-B S.S.OR 410 S.S. "T--MULLION MULLION A.LYNNIMILL�f3t,
FL P.E.#55TOS
TABLE 8A
Mullion Capacity Table lbs/Re
Opening Width(for var5raly-sparring muWons)or Opening Height(for horlmnlely-spanning rn119ons)
501n so b 701n 801n 001n loo in 1201n 1401n 160 In
Rectangular 7FWTdang. Rectangular Trepinlang. ReclangAer TreplTd4ng Reetergder TWPIT 9. Reatan9Uer Trepllllen9. RCc14n9Aar TmprT9" Reclangulr Mapfrdon9. Reotngder TWffdang. Redarplar Troplllls.g. a fr
1.2&'x Loadirg Loafing U.Sn9 Loading Loading Loading Loading Loading Loading Loading Lowing Loadng Loadng Loading Inading Loading Loading Loading nys w
3.188"x -'
.265"Alum •�' ,., & •„ S & S .. cn LL
Tube Mulls a� a a� s� � tib , N
a ae a 9 a as fi a s sp qff
a a s �_ ��s� b �� b. ,§¢ P B� b. � .�� by �� b.5S� b b5 �� . ,� 6b� b .0 �_� ..y m F,
421n 170.0 520 170.0 435 170.0 744 170.0 478 170.0 a88 170.0 500 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1486 170.0 521 170.0 1735 170.0 521 151.8 1769 170.0 521 p 1++
48 In 170.0 704 170,0 524 170.0 850 170.0 584 170,0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 671 170.0 1417 170.0 660 154.6 1340 170.0 680 1327 1540 170.0 600 116.1 1518 170.0 500 lL
9
50.6251. 170.0 747 170.0 583 170.0 895 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 107.0 1468 170.0 756 139.2 1468 110.0 736 118.3 1{60 170.0 758 104.1 1488 170.0 756 W 'O a O
641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 603 163.1 1376 170.0 631 148.8 1378 170.0 856 122.3 1376 170.0 681 ta.e 1376 f70.0 e61 91.7 1376 170.0 681 m (n I--'
60 In 170.0 885 170.0 701 170.0 1063 170.0 797 15&9 1158 170.0 878 139.0 1158 167,4 930 123.6 1168 156.8 919 111.2 1166 150.0 912 92.7 1158 444.0 005 79.4 1156 144.8 905 89.5 1158 144.8 905 f.• W J
631n 170.0 gag 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 882 120.1 1051 1420 618 10&7 1051 132.3 831 1&1 1051 125.7 830 80.1 1051 118.5 822 60.6 1051 119.1 821 60.0 1051 119.1 821 ? q- �
661n 167.1 957 170.0 789 139.3 057 151.8 805 119.4 957 134.0 790 104.4 657 121.6 777 92.8 957 112.6 767 83.6 957 106.6 769 69.8 957 100.0 760 59.7 857 e8.0 748 622 957 95.9 740 z J z°
9 721n 120.7 904 135.2 698 107.3 504 11&2 884 01.9 604 101.3 871 80.4 804 91.1 880 71.5 804 84.1 650 64.4 804 78.0 643 53.6 804 72.J 833 58.0 800 89.0 829 40.2 804 69.0 828 = g LLI
z
761n 109.4 722 114.4 830 91.2 722 97.2 We 76.2 122 85.3 006 68.4 722 76.7 596 60.5 722 70.3 568 54.7 722 65.5 560 45.8 722 59.8 570 39,1 722 66.7 665 34.2 722 66.2 364 J �°
a r
.� 7e In 101.2 685 105.6 600 81.4 685 89.6 588 72.3 083 76.5 577 63.3 803 70.5 me 56.2 685 64,5 560 50.5 Sea 60.1 533 422 885 54.3 547 30.2 885 51.4 537 31.6 685 60.7 b38 F, N r
901. 85.9 516 69.0 487 54.8 613 37.5 149 47.1 815 30.1 M1 41.2 315 44.7 434 38.8 515 40.6 120 33.0 515 37A 422 27.5 515 33.1 413 23.5 515 30.3 407 20.8 515 29.1 104 Q X co
Z N
961. 54.3 453 63.6 404 13.3 463 41.1 397 30.6 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 451 30.4 374 22.6 453 26.8 368 10.1 153 24,3 360 17.0 433 229 358 r 'o g
d gs
-
1081n 38.1 358 39.0 323 31.8 356 32.6 316 27.2 358 29.4 313 23.6 358 26.2 308 21.2 358 22.7 304 19.1 356 20.8 3D0 15.0 358 10.0 203 W c)
1111n 3S.1 338 35.8 306 29.3 335 30.1 301 25.1 7--r-1 291 71.0 338 27.2 283 19.5 338 20A 2eB 17.6 338 iB.f 285 X N
I2D In 27.8 290 2&3 264 2].2 290 23.8 260 10.9 290 20.8 256 17.1 290 18.2 253 13.4 280 1fl4 249 V N Q O O
144 M 16.1 201 16.3 100 D. r- z In U)
$ m0
TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA Of
Anchor Ca scl Table fibs] ANCHOR CAP., -, o'er
Substrate 27x 0x rde 35x Cane. HdIm1 CMU F9xd CMU PT Wood Mdd (OP,)X� �=ANCHOR CAP.,,,
5116•El'. 1/4'SS Exo 5116'Elco 111 85 Elco p10 filed tll2 steel 512 SI.1 MULLION C , ,
Aneh OrCllp Patterns 1.
3n6•EIcoU9recm ilr Ekoulbac0n 05mcon 3(t6'ElcolAlrson tl4•Exaunmcan Ag(t�ator unracm Ag9reOala scre,.(G6)Screa(O5) Screw(G5) USE THIS FORMULA TO OBTAIN THE°ANCHOR
Edge Dlslame n r 2.117 1• 2.17 3-118' r 2-112• t• 2.1/2' 7 3-1111 2' 0.46- 0.sa• 0.37,0' CAPACITY REQUIRED"CORRESPONDING TO AN
EmbMent n 1314• tare lata• 1&r 7 1.1x• I-vr 1-v4• 1414' atle 1-114' 7 taw• tare' varies ACTUAL PRESSURE REQUIREMENT FOR THE
2 Ancrors®4.70 Mln O.C./S1a.0ald or onselC 9.1 3W Ws 39D IDs 450 W9 890 we 160 WS 2701bs 2809. 354 lbs 7401% 3741bs 664 Ite 946Im 1W5 442R. 5600. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archers®1.15'MIR O.C.I Standard(or DWI)C9p(R9 2) 490 Ws 70D ms NIA WA NIA NIA 380 Ls NIA WA NIA WA WA 692W5 ass ins 11219. CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arctom®3-Min.O.C./ 215 ArgleClips! 19. 78010. 780 ma 600 Ws 1501. 18961bs 15AOft 5601bs NIA 760 It._ 748 Ws 880M 1692 ma 66212. 886 m5 112.►a MULLION.IT WILL YIELD A MINIMUM ANCHOR
PEER
Arc11D19®0.45'MYI.O.C.I UC9p.Inlo.120A1um. Ig.4 NIA WA NIA WA NrA NIA WA NIA WA WA WA WA WA WA 14309. CAPACITY WHICH MAY BE USED TO QUALIFY
1 Arcrorl FCup(R951 1861bs 105 Me P75Ws 44510. 822 me 135 Ws 140 Rs 171109 3701bs 18710. 332 ins 473 Y. 170 Ds 22110. 280113 ADDITIONAL ANCHOR OPTIONS FROM THE
2 AIK0ols a 1.15'MIR O.CJ FGOp g6 240 Ws 350 be NIA WA NIA NIA 19D Ice NIA WA NIA WA WA 341 IDS 4021ca 560106 ANCHOR CAPACITY TABLE. PRODUCTRF.VISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. at complying wilh Its"Fladdla
Buil di.B Coda%6-6216.03
FIGURE I: FIGURE2: I•^1.250"•-�{ EzpimtiNo
wr Dale a•
TABLE NOTES: ib2�
ON LOADING.SEEHEETS 24 F1)SEE SHEET 1 FOR ONS ON OR GENERAL INSTALLATION METHODS.ING THE TABLES AND SHEET 25 FOR INFORMATION BY
Munni do hOdua Con
1111u1r11
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ���( LY 11':N1��lil�/
FIGURE 3: 3.188• 'F.-
CLIP
13Ct:NS� •'•F'P
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,5EE
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. 265, _ Nc.50705
IN PAIRS. -
4}SUBSTRATES:CONCRETE SHALL CONFORM TO AC{301 SPECIFICATIONS.HOLLOW AND b fY
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL =�� D ��,r•*'1
FIGURFe E 4: FIGURE 5: 11 FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T ^••.• S
• • 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 1.25'X 3.108•X.265"MULLION ! <` •.R/OR10p'.•'61
• .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL (1.114'VF MULLION) "C/nll�t
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.L.YfJN 1MILL1LF7,P.E.
• FL P.E.#511705
TABLE 9An
13
MOiilan Capadi Table(ibalR2)
Opening Width(for verticallyapaminp mullons)orOpening Helght(lorbedzordapi�pamingmtillorm)
W N 60 in 701n BO In 90 N 100 In 1201n 140 In iW N 5
t,26 74 9.26 ;;"w"'n'SnoTrapTdane Recmrqui.r TrydTden9.[1321
entWer Tr4ptTdang, Recia"q"4a1 T'-prTMna Rec{9'9Nbr Tmp'Tden9. Roctan9uler Tre7dmen9, Ratsnputar Tre y
Loseino LoadN Lowing Loading p'Tden9 ftne{sng."ter Ir4Qt[Mna Roctangmu TrepTdenp. YY''ej FF
%.100 drq Loedn9 Ladn9 Load"q Luditp LoadnO LeednO Laadlrg Loadnp Loadn9 Loodln9 L.edin Loadn9 L-Ano 4 K
LLI
Atum,Tuba S
�2 U
Mutlton $ tS 08 � a l 1, d d a g 11
421n 110.0 820 170.0 495 170.0 144 Me 470 me 170,0 508 170.0 192 170.0 SYB 170.0 Ilia 170.0 521 153.3 1118 170.0 521 127.7 1118 770.0 621 708.6 7110 170,0 Sgt 05.8 7110 1700 621 Q F
w,
68M 1700 708 170.0 5?i 174.0 850 7704 Be., 078 170.0 831 td8,7 978 1700 881 130.4 are 7700 877 117.3 878 1700 880 87.8 178 170.0 880 aLe 878 170.0 880 73.3 978 170.0 860
50.6251. 170.0 Til 170.0 607 170,0 89ft 170.0 631 027 170.0 684 131,8 927 188.5 700 117.2 027 169.1 699 105.6 027 156.3 $96 87,9 927 158.3 695 744 927 156.3 695 689 927 ISB.7 605 _
541. 170.0 797 170.0 fit2 1545 889 1700 6m 86'9 153.9 883 115.0 088 141,6 069 103,0 869 134.0 660 92.7 869 128.0 654 17.3 669 128,0 652 68,2 869 128.8 652 51,9 Me 120.6 652 IJJ Q
BON 143.2 745 1530 874 119.4 748 132.3 629 746 it7.8 608 89.5 748 707.6 509 79.6 7{8 101.0 592 71.8 766 88,8 587 59.7 N8 93.3 593 51.2 748 83.3 583 t{.e 748 813 683 co L-
m
S+ 831. 1237 077 132.0 679 103.1 877 1132 566 BTT 100,4 655 71.3 677 91A 548 e47 677 85.2 579 61.0 877 61.0 534 51.6 677 77.0 528 44,2 677 76.7 529 38.7 877 78.7 629 P 0 J
e8N f07,8 817 114.! 570 80.7 677 97.8 559 eiT e@.3 500 87.3 817 78.3 Fi40 590 817 728 49d 51,8 Biz 88.7 409 416 817 64.4 483 380 6f7 63.7 482 33.8 617 83.7 482 '� Q.
G 721. 82,9 810 p7.1 150 BB.1 516 74.2 440 518 85,2 432 51.8 618 68.8 425 i8.1 510 64.2 Ate 41.4 618 50,7 414 345 518 48.6 400 29,0 518 450 405 28.9 518 45.0 4052N 76.5 485 73.7 446 58.7 465 82.8 398 445 54.9 190 ii.i 485 400 364 39.2 465 q5.3 370 33.2 483 12,2 371 26.4 des 30.3 387 25.2 465 38,5 384 22.0 485 38.2 363 � ��
781" 85.2 441 68.0 387 SW UI 67-7 3T9 46,8 441 60.6 372 400 U! 444 368 30.2 441 AL6 360 32.6 441 38.7 758 27.2 Ut 1d,9 349 23,3 4{1 33.1 34& 20.4 441 327 315
901. &33243.8 205 354 732 37.0 209 30.3 332 32.3 284 26.3 332280280 23.8 332 28,1 278 21.2 332 24.1 272 17.7 332 21,3 266 15.2 332 19.8 262 13.3 372 10.7 260 < J 280 'Be284 �2 250 285 23b 248 194 297 21.3 244 tT,S 29i 195 2412.5 291 75.6 232 ~1 208 206 210 21.1 205 17.5 230 10.3 201 160 230 102 Re 1a- X11111. 197 18.9 Rift 19.d }9/ 16,2 216 fe.8 IBI ti,i 218 i4.9 lee (f} N0831201. 174 t4.s iB/ 15.3 187 1n M
LU
x N
ci
TABLE 9B a5� z u�i 0
ANCHOR CAPACITY ADJUSTMENT FORMULA: A )mQ
Anchor Capeclry Table(I a) •L" ALX a
stostmta: 271 concrete 3.69 Caro. Horow cmu ANCHOR CAP..,,,,•-.- � 0-9
F5(ed CMU FT wwd Melet (DP"}X t )=ANCHOR CAP,,,,
5110'EIOD 1/4'Be Eko'5116 Etw 1/0'55 EIca 010 SIaol p725feel ef2aled MULLION CAP.,,m,,,,,,r
Anchor type: 3l18•Elw UBmcan iN'Eko UlUxon 3I19'El.o U9recon if4•Etco uareta, { USE THIS FORMULA TO OBTAIN THE"ANCHOR
AnchorClip Pattems Uarflcon AOCreG.la L'S"0n AOQeOatar 010 S mL 02 Steel #12 ste S)
Edge 0nlenc.<n7 r 24+2• r z•ur 3-IW p 2.112• r 2.1lC r 3-116' r 0.48" 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
embed .3-1• -1• 1414, 17tr4 !tra• 174""`LI-7a -1• r fa/a• lana• `edea ACTUAL PRESSURE REQUIREMENT FOR THE
2 An41zza®4.75•Min.o.C.l SWndardalbscl gipffO,tk 390 Do JBO IDs Oso(ba 6901b. 76441ba 27q Ws 260ie. 354IN 74016s 37410.4 664 IM 946 Itt. 3411ba 4421bs 56015. OPENING,WHEN IT IS LOWERTHAN THE MULLION
4 Anehasa 1,15•Mm.O.C.l et4nderd{a 09se!}qgr(170.2] 4tq foe 7001ba WA WA NfA WA 3609" WA WA WA WA WA 66216-1 8851bs 1120 ft CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Arwhaa®3"Min.O,C.1 CD)35 AnCL pips 1(Fq,3): 7801b8 780 Iba 680168 1560 In. 1698 Wa 540'M SW It. WA 700lb5 7481bs 66004 1802168 682 W9 8651bs 11120[be MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 AmIlm 0 054'Moa O.C./U421p,N1o.500•Alum,(Flo.4y WA WA WA NA WA WA WA WA NIA WA WA N!A WA WA 950 u CAPACITY WHICH MAY BE USED TO QUALIFY
t Anchor/Ft7iy(Fio.Sk 195IDs IBS Iba 22511" Ods am 822Iba 135 ibs 14016. 177168 3701bs 1.11. 37216e 4731W WO ms 221 Ib. 280 ma ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchor.®L1S'M1..0.47 F•gip(Fq.B). 210100 36016. WA WA N/A WA 190 Wa WA NIA WA WA WA 341 Wa 44216s 5806" ANCHOR CAPACITY TABLE T'Rf;AUC'C REVISED
as complying with Wo Florida
B4Odutg Cade }9.0
FIGURE 1; FIGURE 2: - t210--
CLIP
Acmpi-m No WO- •�
. TABLE NOTES:
Bzpi7ation Dale � 10-7
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. Ml Diode P"ct
II
-� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�t`7Tly LYP!P,jf,1 fij�
FIGURE 3:
.... �itf
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.
.N&4,'••, f
MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58715
IN pAtRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -GROUP-FILLED CONCRETE BLOCK UNIT(CMU)814ALL CONFORM TO ASTM C-90.WOOD SHALL •100" !"C) '^'` G--
FIGURE d: FIGURE 5; FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE g
8063-T5 AND BEA MINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND
• .045"THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL " ••I/.ORID I`••',",j -
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26'X 3.25"X.100" •`�`¢ •••"' %!�`
•`�} ,1 "t
1.10 ANCHORS INTO WOOD MAY BE STEEL,16.8 S,S•OR 410 S3. MULLION
A.('l NN MILCEk.P.E.
FL P.E-#58705
TABLE 10A a
u111on Capacity Table(IbsRt7)
Opening lMdtlt(for tedica"p 'np io11s)orOpenlnp Hel UIIfxS)ar I
K 3215 124cl
SO in 601n 70 N 8Q in 90 m 100 in 120 in 1/O In 160 in l:/V
126 ang.1.1 Twrrlism. Raclen d. TupRnan9. ongdal TupTnang. R4ctangeler Tlayr R*,1, 11 nip ec angul7rap'7nang. Ractengulu TrapRnan9. Ractan9olar Treplrriang. �Z a
Loading loading Lcadng Loading Loa oaring Loafing Loafing Loading Loading Loadng Laadng Loudig Loafing Lcadng Loading
X.024
Alum.Tube .S
.,.. � ,.
P
Mullion 2.5 u u
03
511 00
zTV1912
a31
uwLLi
O F
0.
1700 620 770.0 435 770.0 711 170.0 fig 170.0 170.0 606 1 170.0 619 170.0 1116 1700 621 110.0 1240 170.0 521 170.0 521 170.0 1135 170.0 621 170.0 1903 110.0 1 L G� J W
661 110.0 JOB 170.0 624 170.0 550 170.0 500 170.0 992 170.0 670 170.0 1137 0.0 661 170.0 1275 170.0 677 170 0 1411 176.0 68 170.0 1700 170-0 6S0 169.1 1979 170.0 6a0 148.5 1979 170.0 l • _
l
.TSH 1100 747 170.0 5fi3 170.0 896 1100 631 170.0 1046 170.0 684 1 n 1195 170.0 723 1700 1346 1700 747 170.0 UN 170.0 766% 3 170.0 756 152.5 1877 170.0 756 133.6 1077 170,0 765 KL
Win 170.0 797 170.0 612 170.0 956 170.0 691 17O.D 1116 170.0 754 170.0 1276 170.0 607 170.0 M34 170.0 637 170.0 1594 170.0 656 156.1 1759 110.0 861 134.4 1759 170.0 861 111.3 1759 170.0 061 co p O
601n 170.0 885 170.0 701 170.0 1063 170.0 797 110.0 1240 170.0 074 170.0 1411 17D.0 934 161.1 1511 1700 996 115.0 $511 170.0 1073 120.8 1511 170.0 1067 103.6 1511 170.D 1063 90.6 1511 170.0 4463 Ir-
Olin =
{, 110.0 970 170.0 745 170.0 1116 170.0 550 170.0 1302 170.0 910 15fi6 1370 iTD.O 1016 1392 1770 1700 1076 126.3 1370 164.0 1082 1011 1370 155.9 1072 69.5 1370 555.3 1010 70.3 1370 155,3 1070 LUj
Tj SO In 170.0 974 1TD.0 769 170.0 1169 110.0 903 155.6 1248 170.0 1002 136.2 1218 168.6 1013 121.1 124e 147.1 1000 106.9 1249 139.0 989 90.8 1248 130.4 976 77.6 1748 129.0 976 68.1 1248 129.0 975 Z (n m
721n 167.6 1049 170.0 810 179.9 1049 150.2 892 119.9 1049 1321 875 104.9 1049 119.1 060 93.2 1619 109.7 046 63-9 1049 1027 SM 69.9 1049 94.3 025 69.9 1069 91.2 010 52.4 1019 91.1 820 ✓L I 5 J'E�'
a T6 in 112.7 941 149.1 072 118.9 911 126e 005 101,9 911 111.2 791 89.2 947 100.0 117 79.3 911 91.7 766 71.4 941 05.5 700 59.4 915 7J.6 741 61.0 941 71.0 737 dd.fi 911 77.3 776 1 VVV✓✓✓ Jo@ �Z
'J 79in 1]2.0 891 137,6 783 110.0 894 t1fi.9 767 91.7 891 1024 753 87.6 691 91.9 740 77.3 894 00.1 130 66.0 B9/ 75.3 721 65.0 894 70.7 707 17.1 B9d 61.0 701 61,7 091 66.1 696 Q �. r •�
g c
90 in 85.9 671 86.7 596 71.6 671 71.9 605 61.4 671 65.] 575 53.7 671 58.2 566 47.7 671 529 550 13.0 671 40.8 551 75.8 671 13.1 009 70.7 671 39.7 631 26.9 671 37.9 526 ~ (NO Q N O
Z
961n 70.8 b90 72.8 527 59.0 590 fi1.1 518 50.6 590 57A 509 34.3 690 47.6 502 79.7 690 43.0 491 35A 590 ]9.6 IN 29.5 590 34.7 /77 15.3 590 31.6 469 221 590 29.9 400 H Z r
O
100 in 19] 466 50.9 121 41A 346 120 !1/' 36.5 466 37.1 408 ]1.1 466 32.9 402 27.6 166 19.7 786 21.9 466 21.1 791 20.7 466 23.5 382 17.8 166 212 ]75 15.fi 466 19.6 370
N �0 �
1111n 45.8 341 56.7 IN 382 111 30.3 393 NJ 441 31.1 307 20.6 441 30.2 302 25.1 111 27.2 376 71.9 341 26.9 312 19.1 441 21.6 353 16A 111 193 356 34.3 441 17.0 351 W C')
120!. 363 37A 36.9 314 30.2 370 31.0 339 25.9 370 26.0 37! 22.7 778 23.7 329 2D.1 376 21.3 32S I&1 378 19.5 727 15.1 378 16.7 314 � X � U) �
f N
144 in 21.0 262 212 7A2 17.6 262 17.8 739 15.0 262 15.7 236 Q N Q O O
a
TABLE 16BANCHOR CAPACITY ADJUSTMENT FORMULA: Z E K
Anchor Capsclty Tabls(Ibs)
Su0¢bale 2.7K Omoe 3.5k Cone. hollow cmu FuledCMu PT Wood I Mina (DP_)X( 1=ANCHOR CAP.,,.
341E Fico V4'SS Eko 5116'Eko U4-SS Elto 010 Sled 612 SW w12Sleel MULLION CAP.,„.-
AnehorClipPsttems 7int1iar 317E Elcountam 114'Ekoukracon unmm 9tE Elco Ullman v4•Eko uaracOn AggreGator III/.. AggreDaiv Screw(W)Sc-M) Screw(0967 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge t76tame on) 1' 2.112' r 2-112' 3-11a' 1• 2-102 r 2-lfr r 3.11E 7 0.4a' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN
Embldna9 L, 10.14' 10.2'4• 70.54' talo• r 1-111• 1.114• 4114• ova• 1-114' 1-114' r 1x16• tava \ales ACTUAL PRESSURE REQUIREMENT FOR THE
2AMb-@U5'MIn 0.C./StaltladK OW CBp(Flp 1) 300 MS 390116 4501bs 890116 1644 Ws 270lbs 260 g0. 3541bs 7401W 37416 66408 946116 34116 44216 55016 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 A 16(01 CMej 480 Ws 7DO m WA NIA NIA 38016 WA WA NIA WA WA 682!os M INS 112016 CAPACITY(FROM THE TABLE)OF THE SELECTED
JAMA 403- in.O.C.I_2t5An*COps/(F793k 78DW4 780616 SWras 544116 19061bs 640 IDS so Its N/A 760100 746 lbs Baum 1862 w0. 682 Ins 855105 1120 Ina MULLION.IT WILL YI MANCHOR
3ArcMR® 3 NIA WA WA NIA NIA WA NIA WA 141A WA WA NIA WA 060 m CAPACITY W AY BE USED T IFY
1 Ancrdrf FClp(Fig 57 195 DS 18616 76144 345116 F.
135 U7s 140100 177 Ib5 370116 187W 33216 473 Its nom z2tm 26016 ADDITIO ANC. ROPT(ONS FROMT
2Anctan®1.tE Mln O.CJ F.CV 9 210 DS WA NIA NfA 190100 NIA WA NIA WA WA 311104 442100 56016 ANCH CAPACITY TABLE. PRODUCTREVISED
us complying 4vtth 9w F106m4
A cemenceNo
FIGURE 1: FIGURE 2: W
)2)
ABLE NOTES: 1.250' Ex iTalion Dau IQQZ 1
•
),SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY
N LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. nitam Oede�roduA Cao
,\\1111!115
LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABL . \FIGURE 3: C)M LION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ''.••
ANGLE 3.250" .�
CLIP T S TS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
USED OWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.53706
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND t G• lQ- / LL:_
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL
FIGURE BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALLBE 824• ) r. !y
�' SIi Y' 1-
6063-T5ANDBEA MINIMUMOF.IOD'THICK.STEEL STUDS TO BEA MINIMUM GRADE33AND -L �(�t`•'•. a-LOR1pV•.•'\("``'
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38.ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 5'X 3.25•X.624' �'/77 �)i•J, 1
• #10 8112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ION A,CYNIJIN(ILL�R,P.E.
FL P.E.#58705
TABLE 11A
4
Mullion Ga ec{ty Table 060,!!71)
Opening width(forvedlcety3pe11Nng ml6iots)orOpantng Height(for horimda"penning mdliols)
so In Sol, 70n 80 in Son 100n i20h 140 in t60in 5�;+j •- y
1.26x3,04 Reclmg" T,*7118n9. R401r4d.r TrapRaang, R.0mgulu Triprrde.g. R4at4ngOTr.prrdwg. Roctmoar Tr.p]Tdmg. Ratim peer Tw(rrnng. Re116ng.1si T,.plrAng. RaamgWar Topr%n g. R.0.40" TrwrN
mug. CS¢a4
x.824 L..&ag Wfn L.&D Lo.6ng Laaang Load g L..&ng L.ad g L.&V 1-ftg L9adi g L.4d:,g Loca,g Loa6.g 1.&.2 U.&V L.., lubtg
AIu .Tube
Mnigon gvs Ua$ �oF gu�a 0,'4. kvit 3 vfEs
�€d 4zn
N1Ln0
u
�m wTml!
42 in 110.01 60 170.0 435 170.0 744 t700 470 170.0 066 t10.0 506 19 d
170.0 5116 170.0 621 170.0 124D 170.0 521 1700 1488 170,0 521 110.0 1135 110.0 621 170.0 1987 170.0 621 L~jJ
J 111
d8n 110.0 108 7700 521 170.0 aso 170.0 SBM 170.0 992 170.0 630 170.0 1133 170.0 661 STOA Illi 170.0 677 170A 1417 170.9 600 170.0 1790 170,0 680 170,0 1%3 1100 680 170.0 2267 170-0 680 j
60.625 n 170,0 747 110.0 563 170.0 896 170.0 631 110.0 1046 170.0 604 170.0 11H 1700 723 170.0 1346 170.0 747 170.0 1494 170.D 756 170.0 1193 170.0 766 170.0 2092 170.0 756 1700 2391 110.0 756 a o
641, 170.0 197 1701 b12 170.0 956 1700 641 170,0 tlt6 1700 764 170. 1215 170.D 803 170.0 1434 176.0 837 170.0 1554 170.0 856 176.0 ISO 170.0 861 170.0 2231 170.0 061 160,2 2403 170.0 061 m
601. 170.0 885 170.0 701 170.0 1063 100.0 797 170.0 1240 170.0 978 170,0 1417 1700 964 170.0 1594 170.0 495 170.0 1771 170.0 1033 170.0 2125 170.0 1063 1403 2163 170.0 1063 1210 2163 170,0 1063to W
Win 170.0 930 1703 745 1700 1116 170.0 850 IWO 1702 1700 410 1100 1408 170.0 1615 170.0 1673 i7D1 1076 170.0 1859 170.0 1122 1589 2060 170.0 1169 134.6 2060 1700 t171 117-7 2060 170.0 1171 � �
661. 1700 974 170.0 789 1 170.0 1169 1700 903 173,0 1367 17a0 1002 1700 t568 170.0 1086 170.0 1753 170.0 1155 170.0 1946 170.0 1210 143.0 1966 170.0 1275 1225 1965 170.0 1286 107.2 1956 170.0 1258 0.
Z U)g m
j 72fn 110.0 1063 170.0 818 1700 1276 1 170.0 1 1009 110.0 1400 1 170,0 1 1126 1700 1700 1 170.01 1229 754.1 1734 1700 1315 130.7 1734 169.81 1386 115.6 1734 ISS.91 1364 99.1 1734 160A 1352 86.7 1734 160.2 1352 J 8
_0 761. 110.0 1122 170.0 931 170.01 1346 1 170.01 7080 5685 IS%1 170.0 1 5285 14744 IS56 5662 1285 131-1 1656 1515 1266 117.4 1556 1413 1251 SU 1566 128.3 1229 642 1556 1223 ilig 73.7 1556 12t2 1216
78in 170.0 1151 770.0 967 170.0 1 13811 170.0 1116 155.9 1177 1 169.3 1645 136.1 1417 1520 1224121.2 1477 1311 1206 109.1 1477 1295 1191 965 1477 5189 1169 71.9 1477 110-8 1158 681 1477 109.3 1154 J
Q v
901n 142.01 1110 1 146.6 986 INA 1110 123.9 960 101.5 1110 107,9 9S1 085 1110 90.3 936 18.9 1110 87.5 922 71.0 1110 80.7 910 59,2 1110 71.3 995 50.7 1110 65,6 810 44A 1110 62.7 910 Z � Q 01 O
967. IIIA 915 1203 872 973 975 705.5 856 831 975 ea3 842 732 916 78.6 029 651 976 71.2 817 50.5 STS 65.4 607 488 376 671 769 41.8 9M $23 716 X6 975 49.3 T6T F x mz o0 O
Ica 81.2 171 81.0 6% 68.5 ITf 70.7 695 58.7 171 61.3 674 SIA 771 64.3 664 45.7 771 49.0 655 41.1 771 44.9 641 343 711 39.9 632 29.4 711 3S.0 621 25.7 771 32A 612
141.. 75.7 738 77.3 661 63.1 730 670 650 bi.t 730 563 640 47.3 730 49.9 W1 42.1 730 451 622 31.9 730 41.1 6M 3L5 730 35.6 600 21.0 730 31.9 $89 23.7 730 29.5 581 W 0•j
120 in 69.9 624 61.0 569 44.9 61d 512 369 42.8 62/ 41.3 552 37.5 621 39.2 564 33.7 62d 35.3 537 301 G24 323 531 25.0 624 27.7 Sig 21.4 624 24.6 604 58.7 624 22.5 501 X
164 in 37.7 473 35.1 400 20.9 433 291 395 241 d33 251 390 21.1 133 12.4 385 19.] 437 20.0 791 11.] 473 18.2 376
¢..� z O
EL m (((fffyyy
T BLE 11B Anchor Capacity Table({ba) ANCHOR CAPACITY ADJUSTMENT FORMULA: @y -
ANCHORCAP.,,,�,,,,., F ary o:�
SUbltrdht 2.7k(,1DMMe 36k Cmc. Fmoly 24U F0100CMU PT Wood Maa (DP,)X{ )=ANCHOR CAP._
91WEtco 114•SSEko 5716•Eico 114-SSEteo 0106ted #USt9et W2 Stwi MULLION CAP.,,,,,,,,,,
AnchorCllp Panama 7uxtruType site ERounracm t/r Ekounr em Ue=m 3116•Elco uffmcm Ur EkoUMacm AggmGal" U9racm AggreGolar St1Ew(65)Screw(GS) S{IM(G5) USE THIS FORMULA TO OBTAIN THEANCHOR
E Dstme Qn t' 2-1/r 1• 2-112• 3.11W 11 211r r 2.112 r 3479- r 0AW a5r 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN
EnILEdnml n talo• 1314• fal4• la+r r 1-14• IAN' 1414" 1-1r I4M• 1-1r 2" tare• fare• vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anelur8 4.15 M1AoarSlBroaO oroffiot 1 30D D5 39005 4mib, amim Ssuns 270 m5 200 RA 354 nM 7401m 374975 664165 916116 341u 442106 �A011a OPENING,WHEN IT IS LOWER THAN THE MULLION
4 archars Lu•Mks O.C.rs178kltld a u 1179 z) 480105 700 ms NIA WA MIA WA Seo ms NIA NIA NIA WA WA W2p9 9B5lea 1420,x31 CAPACITY(FROM THE TABLE)OF THE SELECTED
dArcrnrs a•Mm.o.e.l x6ar4me 7 3 780Ra 760 Re WOOS M1x5 1896@5 540 w5 5m M. NA 76x¢6 740,D5 800 ft 1692 ins E82IDS 885OI 112006 MULLIONATWILLYIELD AMINIMUM ANCHOR
d AlXrnrs 0.54•Min.G,C,I U1:0,7nfo.tOP Alum la 4X NIA WA NIA WA MIA NIA WA NIA WA NIA WA WA NIA WA 12671b3 CAPACITY WHICH MAY BE USED TO QUALIFY
:ArkIWIF g5j 145165 x961. 225 Ms 4450. 02210.6 136{05 14O 28 17705 3r01bs 187 Os 33200, 413Ios ITOMS 221 lb- 2809. ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amrors 5.19 OR O.C7 RCB p 240IbS 350 IDS NIA tUA NIA NIA 190115 NIA WA MIA WA WA 341 IDS 442x4 6601[e ANCHOR CAPACITY TABLE. PRODUCTREVISBD
0,v mmpiyin6 with 9w Fktak
t251" Building Code
FIGURE I: FIGURE 2: A01xNanw No*-02'15•0
TABLE NOTES: Bxpire'on Dale ��2)
� . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION fay
ON LOADING.SEE SHEETS&4 FOR GENERAL INSTALLATION METHODS, Mi Dario Pmdu01
,(14111!!1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,"�{ .(FYI\Iy I�1�` its
FIGURE 3. GLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. ,��1'r'-�Y"ENSN•'•(j
OLP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •I0,`'
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,59705 > �"
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
/
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ,-'O •• Ff ��0 It/,
FIGURE 4: FIGURE 6: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '%} >;II,rE Of- :-1/7-.-
N 6063-T5 AND BEA MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 4" (�`•
r 145'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND A36.ALL %, ^ •. •,G......"{'j•��
+ LF _1 11 01 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL T�Ts`�/01'�)ret.t='N
#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3-94•X.624" A.LYNN:MILDER,P.E.
MULLION FL P.E.#68705
TABLE 124
Mullion Capacity Table Iba/flr
Opening Width(Tor verticaly-spanrirlg mulilons)or Opening Height(for horizontally-spanning mWions) 2(
601n 601. 701n 80 in 001n 100 N 120 In 1401. 160 N
Rectangular 7laprrdeng RectengWer TrapRNang Rocleng4er TreyMang. Reclengdor TmprraZe Reclenjyjim Trafderp. ReUmgWer TroplTdeng ReclengYer Trepmlelp. RaUeng4ar TreplTdong Reclang4x hepTdong '.YYy
2114X.26 Loading Loading Loading Loading LoadiM Loading Loading Loading Loading Cawing Loading Loading Loading Lowing Loading Loading Loading Uoadng ti
Alum.Tube[17
n �•_ .� t. F _ & _ B� ass
Mullion ato
6�' `=EzZ421n 620 170.0 435 170.0 T44 170.0 478 170.0 868 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 0 W481. log 170.0 524 170.0 6% 170.0 554 170.0 002 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 880 170.0 2267 170.0 680LU50.623In 747 170.0 663 170.0 866 170.0 631 170.0 1018 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2395 170.0 766 2 m
NIn 170.0 797 170.0 612 t70.0 958 176.0 681 170.0 1118 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1691 170.0 856 170.0 1813 170.0 881 170.0 2231 170.0 861 170.0 2650 170.0 861 (30 0
601n 1704 Na 170.0 701 170.0 1083 170.0 787 170.0 1210 170,0 878 170.0 1417 170.0 914 170.0 1594 170,0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2478 110.0 1063 160.6 28W 170.0 1083 m U
63 in 170.0 900 170A 745 170.0 1118 I7D.0 550 170.0 1302 170.0 940 170.0 1456 170.0 1016 170.0 1673 170.0 1076 170.0 1659 170.0 1172 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 ~ 'J
661n 170.0 971 170.0 789 170.0 1169 170.0 003 170.0 1161 170.0 1002 170.0 1568 170.0 1088 170.0 1753 170.0 1155 170.0 1918 170.0 1210 170.0 2338 170.0 1275 161.9 2137 170.0 1286 1329 2437 170.0 1266
m Z_ (q y
m
72 In 170.0 1063 170.0 678 170.0 1275 170.0 1009 170.0 1485 INA 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1466 124.0 2184 170.0 1529 109.2 2184 170.0 16J0 13 �7
U m L1jJ
76 In 170.0 1122 170.0 957 170.0 1318 170.0 1080 170.0 1670 170.0 1209 170.0 1784 170.0 1322 185.1 1960 170,0 1121 116.8 1980 170.0 1505 123.0 1960 161.8 1616 108.1 1880 164.0 1536 929 1880 162.7 1531 � d� u Z
76 In 170.0 1151 170.0 967 1T0.0 1381 170,0 1118 170.0 1611 170.0 1250 170,0 1842 170.0 1369 152.7 1881 170.0 14m 137.4 1081 183.1 16N 114.5 1661 147.3 1473 982 1861 139.6 1459 65.9 1861 137.6 1454 Q 0) s- .�
90 N 170.0 iJ2B 170.0 1114 148.1 1388 166.0 1218 127.8 1388 138.0 1198 111.8 1308 121.3 1170 99.4 1398 110.2 1162 89.5 1398 101.8 1147 74.6 1396 59.6 1122 63.8 1395 827 5105 65.9 1398 78.8 1098 z J s-
Lij
J Q C4 (D
08 In 147.4 1229 151.5 1098 122.9 1229 127.6 1079 106.3 1221 1112 1081 02. 1229 96.9 1044 61.8 1229 69.6 1029 73.7 1228 82.4 1018 61.4 1229 72.2 883 62,7 1220 65.9 9T7 46.1 1229 62.1 967 $z to
O
1081. 103.6 971 106.8 677 66.5 071 OB.O 882 74.0 975 772 049 64.7 971 88.4 037 57.6 071 61.8 025 61.8 971 66.6 815 43.1 971 49.0 796 17.0 971 44.0 782 32,4 971 40.8 771 (n U)
=777-7-73. 932 70.5 918 81.9 010 88.1 919 70.9 806 59. etB 62.9 Tea 53.0 919 56,7 784 47.7 919 51.0 774 39.7 810 44.8 758 14.1 010 40.2 742 20.8 Big 17.1 732 W -
X
120N 76.5 766 76.8 716 829 788 64.6 705 53.9 788 55,6 895 47.2 786 4&4 686 {1.0 788 44.1 677 37.7 788 10.5 886 J1.6 766 31.9 853 27.0 760 31.0 641 23.8 788 28.4 671 (n
1441. 41.7 618 44.2 604 16.4 518 57.0 498 31.2 546 31.9 491 27.3 616 26.2 485 24.3 616 25.3 479 21.8 618 22.9 474 182 648 18.6 484 15.6 516 17.2 455 1&7 546 16.6 418 x
U ZmO y
Q-� Z
SLE 12BANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ce acity Table(lbs) ANCHOR CAP.,,,,,,,,
SUDSIrd10 2.7k Cache 365 Cane. Hdlo.Cmu FW&d CMU PTWDod Metal PP..)X( )=ANCHORCAP.
5116'FJt. v4'SS TJco 6'1C Fxo v4'SS Elco eto Slee e12S1eel •12 StW MULLION CAP.,,BTA F
AnenOr Type 3110 Elco U0.1acm 1/4'ECOUer4con &1t'Eico Uar4cm vd'ElcoUamcon
Anchor Clip Patterns Uamcon Aggecalor uaracan AgryeGalar Sbn11r(G6)Scrcv(G5) Scraw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E Olslarce n 1' 2-117 1' 2-117 3v8' t' 2-VZ t' 2-vZ 7 ave' 7 0.48' 0.50 0.320 CAPACITY REQUIRED'CORRESPONDING TO AN
Embed ant gn 1314' 1.34' 1014' 1d4' 2' I-v4• t-v4' 1414' 1-vb• 1-114' 1.114' 7 I-WB' Lala vales ACTUAL PRESSURE REQUIREMENT FOR THE
2Ancton 4.75'MIn O.C.f Slerlda'd orO0sel Cr 18 3BO IDs 3BO ms 450 D5 6BO Iba 1644109 NO 28008 364 ms 740Its 374 ms 661 m6 046 as 341 ms 4421bs 560a OOPENING,WHEN IT IS LOWER THAN THE MULLION
4Arc1wn 2.68'MN O.C.I Simard u011MOV 3 740 On 740 1b, 63D IDs 1465 Me 142.4109 NIA 5602e NIA ®sins NIA am Im WA 682ms gas Ito 15201ba CAPACITY(FROM THE TABLE)MINIMUM
THE SELECTED
6Amhon 1.71•MN O.C.I Slanda111nOr6eI CI Us Ms OSDI 758 bs 1946 IDS NIA NIA 70568 NIA 7091Ds NIA WA WA i22ls 1327105 1680 ga MULLION.IT WILL YIELD AMINIMUM ANCHOR
4Arc n TMIn.O.C./ 2154 Cosi 78D mf 7 600M 156096 1806 IDS Dips 560 Its WA 7601ts 748 ms Bao IDB 1802105 6B2ms BBs ms 1120105 CAPACITY WHICH MAY BE USED TO QUALIFY
BAteron 3'MIn.O.G/ 2154 IeC 1 1170 ms 7170 fts 1020@5 :ef40lDD 23446. e s Boo me NIA 1140116 1172 ms 1320 ms 2898[e +022106 1377 Im 1GB0Ilg ADDITIONAL ANCHOR OPTIONS FROM THE
9 Arclpls 1.3d'MN.O.C.IUC Into.124 Num. NIA MIA WA WA NIA NIA WA NlA WA NIA WA WA NIA WA '214
OT3 ANCHOR CAPACITY TABLE.
6ArcMn 0.61'Min OC'
IULI 1.t..12J7'Num. NIA WA NIA WA HIA N!A WA NIA WA NIA WA WA NIA WA 2I 9s PROOU CT RLWISED
2 Anchom 266'MIn O.G/FC 37096 370108 315 Ibs 743 Its 712 LOS WA 28D Me NIA 318115 NIA 140 ms WA 341 Ds 4429& 660 Me as complying lvilh WD F1060.
ng Cod.
3AMh0n1 1.7+'Mn.O.0/F42 Fig.10 443IM 525 ma 379 m4 973106 NIA NIA 353 Ile NIA 309 Ile N/A WA WA 511 die WA 96 840 R8 AcB.lcell nce TFo,6'b218.05
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. P
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Pxpimli n Uate ��)
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4. 2.000' fly
• • • • • • • TABLE NOTES: Mren1 OOde Product Cao
1//1111111 fI1
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS. .�t'n••' ••,�C�'
E MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN U E - '
4.000' _ "• iJG.537U5
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SE SHEETS 21.23.HOLES TO BE DRILLED IN '25" _ //''��
• • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE :.(.(.'
• • LOCATIONS. (�+(
1G
. ,'. 1.77[1 OF ,<v
FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '��`-'•,•clOR1DF;••:
(FIGURES 586) (CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ••••••MUST BE
N PAIRS.ED GAUGINUM SHALL BE 6063-TS AND BEA E).STRUCTURAL STELTO BE AT LEMS .12'THICK AND A36.7EEL STUDS TO BEA MINIMUM GRADE 33 ALLANCHORS INTO METALSHALL EX ENDND.045'THICKAT LEAST 3 SCREW 18 2'X4'X.25'MULLIONA. ! iLCR.P•e Ulu] THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 13A
Mullion Capacity Table(lbafel ° R' x
W
Opening VYldth(forverticalty-sparnlrtg mUllons)or Opening Height(for tadmrilatySparrirg mullions) IV*
501n In 701n soh BD in too in 1201n 140 in too in v_Rmtengdar TWTdaq. Radengular hapRrll Raclengeler TrWTdeng. Recler lar Treplydeng. Ra I el lar TrepRdong. Reelerlgdar Treplydang. Rectanglw TrepMertengular Trelindng• Rectangular Trapfrden9. f6O
21[611.26 landng Loadrg LdnO Loading Londn9 Loafing Loafing L"&9loedn9 Lambe Loading Loading Loading LoWng Loaft LOadir10 LoadingLoadig j
Alum.Tuba I Da_ t• _ F ?' 2^ x p 2^ 1: _ p
Mullion �o '.-. A a&
u 8 3 ci d c4 6 49 c9 47 N LL
0.1 S d 33 vt9 8 3 3aa 3 9
o� b• .6� s� o ° �� a ge �� s a €fig � � rillI
421n 170.0 8M 170.01 435 170.0 744 170.01 470 1170.01 668 170.0 We 170.0 Ill 170.0 519 170.0 life 170.0 621 170.0 1240 170.01 521 170.0 1488 170.0 521 170.0 1735 170.0 521 1170.0 1983 170.0 621 073
W
451n 170.0 706 170.0 1 524 170.0 850 170.0 584 Val 902 170.0 630 1 170.01 1133 110.0 Cal 170.0 1275 t70A 077 170.0 1417 170.0 080 170.0 1700 170.0 680 170.01 1083 170.0 080 170.0 2281 170,0 sa0
50.625 In Wall 747 170.0 663 170.0 888 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 170,0 1745 170.0 T47 170.0 1484 170.0 756 170.0 1703 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 756 � O:�, G1
a
54 N 170.0 707 170.0 012 170.0 958 170.0 891 170.0 1110 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 837 170.0 1594 170.0 658 170.0 1817 170.0 861 170.0 2231 170.0 661 170.0 2550 170.0 881 00 f
60 In 110.0 981 170,0 701 170.0 1083 170.0 T07 170,0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 898 170.0 1771 170.0 1033 170.0 2125 1700 1003 170.0 2479 170.0 1063 170.0 2833 170.0 1003 Ir- -j(MO W
03 In 170.0 030 170.0 741 170.0 1118 170.0 850 170.0 1302 170.0 840 170.0 1466 170.0 1015 170.0 1673 170.0 1076 170.0 1958 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2975 170.0 1171
68 In 170.0 074 170.0 788 170.0 1189 170.0 DOJ 170.0 1384 170,0 1002 170.0 15511 170.0 1088 170.0 1763 170.0 1155 170.0 1848 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1280 Z m
rR N 170.0 1063 170.0 870 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1229 170.0 1913 170.0 1315 170.0 2125 170.0 13117 170.0 2550 170.0 1488 170.0 2075 170.0 1529 170.0 3400 170.0 1530 2 W= n W
70 h 170.0 1122 170.0 937 170.0 1346 WILD 1060 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 t505 170.0 2892 170.0 1829 170,0 3140 170.0 1694 170.0 3589 170.0 1705 J d -Z
Q
E 78 In 170.0 1161 170.0 087 170.0 1381 170.0 1118 170.0 1611 170,0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1790 s-
Q Z N O
00 In 170.0 1320 170.0 1111 170.0 1594 170.0 1328 170.0 1858 170.0 I4B8 170.0 2125 170.0 1853 170.0 2791 170.0 1787 170.0 285!1 170.0 1818 170.0 3188 170.0 2725 156.0 3413 170.0 2277 138.5 3413 170,0 2361 Z'
08 M 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1622 170.0 2267 170.0 1794 Val 2550 170.0 1952 170.0 2833 170.0 2095 100.0 3189 170,0 2338 137.1 3189 WWI 2470 120.0 3189 156.1 2428 I- LO-4fl ��C3
tOB in 170.0 1581 170.0 1409 170.0 1111 170,0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2171 148.3 2781 161.9 2333 1238 2781 140.4 2281 105.9 2781 125.9 2234 92.7 2781 116.0 2190 N 0
1111n 170,0 1838 170.0 1454 170.0 1060 110.0 1700 170.0 2293 170,0 IB32 170.0 2021 170.0 2149 151.8 2932 1023 2245 138.0 2832 148,4 2210 113.8 2632 128.4 2160 87.0 2632 115.1 2126 85.4 2032 108.3 2096 0
1n
120In 170.0 1771 170.0 1588 170.0 2125 170.0 1859 154.4 2252 169.8 1891 135.4 2252 141.4 188/ 120.1 2252 127.2 1936 100.1 2152 118.1 1815 00.1 2252 99.8 1872 77.2 2252 68.0 1830 0.7.6 2252 0.1.4 1806 X Q
.In 125.1 1564 126.6 1411 501.3 1564 106.1 1425 80.4 1581 01.5 1407 78.2 1684 60.7 1380 88.5 1581 727 1373 628
I.
65.7 1358 521 1554 56.0 1330 44.7 1564 492 1305 38.1 15& N.4 1283 Q N Z a= U) mARI F VAR
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ce act Table Ibe , ,,,°° �10�.01-�
Subetmie: 2.711 Comrele 3.511 Conn. Hot..CMU Filed CMU PT Wood Molal (DP,)X( >=ANCHOR CAP.,,,
`5`18'Ell, 114•SS Eko 5118'Eke 114'SS Elco #tO Steel 912 steel #12 Steel MULLION
Archer Type' 3116'Elco Ullmcon 111'Eko Ultracan 3lIC Eko IIIlrecon 114'Elco UlUmcn
Anchor Clip Patterns UlUman A99recetm utmoon Ag9reaator screw(G5)scr l(G5) S-(G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR
E Dlelenee In 1• 2-1R• 1' 2.111• 3.118' 1• 2-1rC 1" 2.1Q' 2- 3•IIW,' r 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embehnml117 1.14' 1-1P Lard• 1-314• r 1-174• 1.14- 1-1/4• 1-114' 1414• 1414- r 1a1r lava- lades ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhm 4.75MIn.O.C.J6tendmd mOMN alp1F.182. 3901bs 3901bs 450 Ws 890 We 1044 R. 270Im 2110120 351820 -7-3-ft- 3741he BB41be 918100 3411bs 4421In SBO IItt OPENING,WHEN IT IS LOWER THAN THE MULLION
4Anchors 0 4.68"Mn.O.C.I SlefderdwO0se1 CI F.3: 760[be 780 n0. 1 800 the 1780 Ills 32320u 540 W3 560 Il 708!be 1480 the 748 iw 1272 lbs 1892 IM 682[be 965120 1120m CAPACITY(FROM THE TABLE)OF THE SELECTED
e Anabws It 1.71•Min,O.C.1 Slelldetdfor Oftell LII F'.4. 1180lbs 1400 IM I 10101be 2595 lbs WA WA 940 I WA 1065lbs WA WA WA 1363 fm 1770 oe 2245 roe MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anclura A3'Min.O.C.1 2�5 b sips l .s: 780 lbs 780 IM
WOlbe 1560IM 1698 Ibe 540lbs 560Ibs WA 760lbs 7481M UO It 18921bs 082 lbs 5155 lbs 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY
s Anchwe 3'Min.O.C./ ftNR!allxi l lF ,6); 15501bs i5801be 1380120 3120106 3702150. taao lbs 1120120 WA 152D lbs 1496 ke nBO lbs a7aa lbs 1307160 mo lbs 2240 lbs
ADDITIONAL ANCHOR OPTIONS FROM THE
2 Amlars 1.6'Min O.C.J 2 ttSA Io 1 .7: 16601ballllllllllllllllllllllllllll. 2100100 1NO IDs 7780100. WA WA 1320 ma WA 1.1. WA WA WA 20151W 2654 @a 3380 IDs ANCHOR CAPACITY TABLE. PRO[1UC1'RL•VIS[-D
4 mhos 1.34•Mln.O.C.I U47 into.125Akm.Fla.D. WA WA WA WA WA wA WA WA WA WA WA WA WA WA 1430 IDs m cemplyina With dlo Fla"
8 Arl 0.84"MIn.O.C.l U. 1,1L 25'Alum.F .81: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2861 Ns ♦•-2.000°--�I BuildUg Code
2Amhae 4.88'110.1.O,ClF F .10' 390Ib5 3901ba 450 W0. BBO[be 1818106 270 ft 2801ba 3%lbs 740196 374106 6381bs 94966 3411bs 442 lb. 560 lb.
Accepumm No l6- ta.o3
4 Anchom 1.71•Min.O.CJ F{I' .11: 59060 70010.0 50566 120860. WA WA 47010.0 WA 5JJ 10.6 WA WA WA 882 ns 685156 112010.5 ,250" P- usti Dare
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: By
N1iam ahodreY
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1111 1 I I I I l l
• • • • • • • • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �� lYNN 1, li
•• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. .�`.•' 1:r�`�'SG
• • .. • 6.000'
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS , No.;151'10:1
• • • • • • ' • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE 0: FIGURE 7: ANGLE SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. O;•/J,�C' )& _
vv�t UU L!
• • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `� '•. 1=
7\T;2 OF
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED
5-7) U
• • • • • . • • .<i.'•.,':L()1!.10?'•'' ('D;
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063-T5 AND BEA MINIMUM OF.125" ••,��•1, ...• v��`�
MUST BE• • • • • • • • USEDN BEICK AT LSTL55UDH TO BE A THICK AND A36.ALL ANMUM CHORDE S INTO METAL SHALL EXTEND AT LEAST3SCRECK(18 GAUGE).STRUCTURAL W EL TO �•�IS/(�(Jr.•\.111��
PAIRS. THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,10-B S.S.OR 410 S.S. 2'X 8"x.25' A.LYNfJ•MI LL�R,P.E.
MULLION FL P.E.#58705
TABLE 14A ® k
Mullion Capacity Table Ibafle Rag u
Open Ing Width(for ver80allyspenrtng mullons)or Opening Height(fbrhodzontolly-sparding mullions) C#�+
601n 60 in 701n 601n 901n 1001n 120 In 140 in ISO In M o
Rectangular TmppTderg. Rectareutar Treprrdarp. Rectangular T.P(Tdare- Red.ngd TreprTdare. Rectangular TreprrdwV. Rectargulm TiapJTdarg. Rmtangdar TrepFTdare. Rectangular TrepTrlarp Roatanguler Traprideng
1.28"x 2.11" Loadfno L-Ale Loads g LOW[V Loedvp told Loading Loading lmaire Ln,adre Loadrg loadLg lnadre Loading Loadiy Loading Loading Loadlre nY°
p U
X.126"Alum •_ _ 'I
' _ E' g .. dug �a,. g•.. fag :• s.- LL
Tube Mull at 'Ii a g a �" �� � d� �' l9 A` ��' 0 d` �$ �' c3�' t1• O9 N m
5 $ 6 a Is m
42 In 144.2 626 167.0 428 720.2 518 14&0 418 103.0 520 13&9 414 eat 526 134.6 411 80.1 528 134.1 411 721 528 134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 zi O w
481. See 407 1080 333 e0.5 4m 94.7 325 69.0 403 SSA 320 60.4 403 61.4 317 53.7 403 79.1 316 4&3 403 78.6 314 40.3 403 78.6 314 34.6 403 T&6 314 302 403 78.6 314 -1 UJ
60.625 In 823 382 91.0 301 69.8 30 79.3 294 Sell 367 71.9 289 51.6 382 67.2 286 457 362 e4.e 284 41.2 362 63.6 2&1 34.3 362 63.5 283 29.4 362 63.5 283 251 362 63.5 283 � o
541. 67.8 318 74.1 267 505 318 64.2 261 4&6 319 57.7 260 424 310 635 253 J7.7 318 50.8 250 339 318 49.5 249 2&3 3te 49.1 249 24.2 318 49.1 248 21.2 318 49.1 246 LU
£ BO M 49.5 258 63.1 219 41.2 258 45.7 214 35.3 258 40.7 21D 30.9 258 37.2 207 27.5 258 34.9 204 24.7 268 33.4 203 20.6 258 32.2 201 17.7 260 32.2 201 76.6 260 322 201 F=." V C) J
2761n631n 42.7 234 45.6 20O 35.6 234 39.1 195 30.6 234 34.7 192 26.7 234 31.0 189 23.7 231 29.4 1Be 21.4 234 28.0 161 17.8 234 26.6 183 15.3 234 265 183 13.4 234 26.5 183 w37.2 213 39.4 183 31.0 213 3&7 179 2&5 213 29.8 178 23.2 213 21.0 173 2136 213 25.1 170 1&8 213 237 169 15.5 213 712 187 13.3 213 220 160 11.8 213 22.0 166 Z co28.6 179 30.1 155 23,9 179 258 152 204 179 226 149 17.9 179 20.3 147 ISO 179 18.7 145J24.3 161 71.4 1411 2D.3 161 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 Z
72.5 152 23.5 133 1&8 152 19.9 131 16.1 762 17.5 128 F C4
r
E ANCHOR CAPACITY ADJUSTMENT FORMULA:
) FQ--
x Z
Obs) dCAU PMeANCHOR CAP. ,80:51relo 3kCoc. Hdbwcmu FIeAnchor Capacity Table
n6o s
6116'Eko trC SS Eko 5116'Eko 114'SS Eko e10 Steel 912 Sts1 a12 Steel
AmhnrTtpe: 3116'Eko Uwaon 114*Elco UOrsm 3116•Eko Uemron 1r4'Eko UlOacon LU NN
AnehorCllp Petlnme uerac nn Ane6alw Ullmo1 AggeGator Screw(GS)screw(G5) Screw(G5) USETHIS FORMULATO OBTAIN THE"ANCHOR
Edgeolsime t• z-vr 1• 24rr 3-U6• 1• 2-11r 1• 2-trr r 3•tr6' 2' 0.48' 0.61• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN �
Edb63nm1(In 1d'!4• 1S•4' 1;)r4' IJ14' r 1-tr4' 1•Vd' 1-1/4• 1-ir4• 1-1rd• t-v4• 2' taa• ta'a caries ACTUAL PRESSURE REQUIREMENT FOR THE U C4 Q
4AmTo,3 3-Mn.O.C.! 2CSA m / iy 7BDIba 780 IDS 680166 t56310s teas lDa 6401ea 6501bs WA 7m gs T48 Ws 600116 teat lla 682105 Bey®e t4301os OPENING,WHEN R IS LOWER THAN THE MULLION Q Z O Q
CAPACITY(FROM THE TABLE)OF THE SELECTED a m O
MULLION.IT WILL YIELD A MINIMUM ANCHOR g u �.'s:0 of
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1,266"--I
7•�ZC UCTREVISED
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. us complying with Ne Flo"
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS I$ALLOWABLE. DuildhiS Codo 161321$.0
FIGURE I: A=ptaoce No 3
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, pkpt-naIw ate 21
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• pY
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dede►roA4et'
ANGLE CLIP MUST BE USED IN PAIRS. 125'
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `�� (\;i i•li'J;�// 7i��
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED 7- 70l\,.•••• •• �(F
YELLOWSOUTHERNPINEWITHANSGOF0.55.ALUMINUMSHALLBE6063•T5ANDBEAMINIMUM OF.125' 1 4�1-,•'•�1G6>',�E
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL.STEEL TO BEAT 1.28"X 2.11•X.125'MULLION
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =is Id.a.58705
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,16-6 S.S.OR 410 S.S. _
OF
A.LY�WXI L6t.P.E.
FL P.E.#58705
TABLE ISA
MWIfon Capacity Table Iba7R2) ��
Opening Width(for leNrslly-spamirg mullions)or Opening Height(for horizoda*epardrg mfilions) ���
50 in W N 701n BO In 1 901. I 1DO in 120 in 1401n 160 In p
Rtwtengular TrapTda.g. Reclarqular Trep/Td". Reclangder Trep7Tdarq. Rectengdet TmprTdeng. Rectengder TroWlYl-g. ReclerX00 Tmp/Tdarq. Rtttengder Trep/111an0. Aeclengdar TropRdang, ReclenguMr TraptMang. 4
3.26"30 Loafing t+aadn0 Loafing Laaft Leadng Load.9 Loafing LOadng Lading Loafing Loafing LOO&W Lmdn9 Lending Loafing Leading Lemdng Load"
DEG.AL
o_ U
F _ F F F F L• F D �• F F F F F ,F F �
SAYMULL 111fi�gg•• 8 n a•g•
3B @. O � tiE �c e� g9 1 e C g E $ e a ECe 6 �� (3e � OC N
a r
42F 170.0 820 1170.0 135 170.0 744 170.0 478 170.01 666 170.0 506 17O.0 992 V0.01 619 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 J W
{Bin 770.0 708 170.0 61A 170.0 850 170.0 564 170.0 882 170.0 BJO 170.0 11J3 770.9 661 170.0 1275 170.0 677 170.0 1417 170.0 650 162.2 1522 170.0 660 130.5 1522 170.0 680 114.2 1522 170.0 600 yI N
50.6261. 170.0 747 170.0 583 170.0 698 170.0 031 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1842 143 110.0 750 136.9 1443 170.0 766 117,3 1443 170.0 756 102.6 1443 170.0 756 W O o 0
541n 170.0 707 170.0 012 170.0 956 170.0 691 170.0 1116 170.0 761 170.0 1276 170.0 603 160.4 1353 170.0 837 14.3 1353 170.0 888 120.J 1353 170.0 061 103.1 1353 170.0 881 90.2 1J53 170.0 861 m o F-
60In 170.0 Bao 170.0 701 170.0 1067 170.0 797 187.0 1216 170.0 078 148.1 1218 170.0 944 129.9 1216 138.8 830 116.0 1218 152.1 924 97.4 1210 146.1 913 83.5 1218 146.1 613 73.1 1218 146.1 913 I-- J
BJ it Vol) 930 170.0 745 170.0 1116 170.0 850 1602 1150 160.8 933 INA 1150 t63.0 014 116.8 1150 U1,9 890 105.1 1150 131.2 BBs 87,8 1150 126.7 871 75.1 1160 128.2 870 85.7 1160 126,2 870 d
68 in 170.0 974 170.0 788 152.4 104 165.8 881 130.6 1048 146.8 B84 114.J Will INA 850 101.6 IBM 123.4 039 91.4 1048 116.6 630 76.2 1018 109.4 821 95.3 1040 106.2 818 57.1 1048 100.2 SIB z J g
c 721. 1{0.8 BBO 147.9 781 117.4 600 128.0 746 100.8 580 110.6 734 08,0 BBO 100,0 722 78.2 880 92.0 712 70.4 880 80.2 703 56.7 680 782 693 50.3 880 78.6 806 44.0 000 78.4 888 �z
S 78N 119.7 780 125.1 690 99.8 780 106.4 878 85.5 790 83.3 T210111,0
790 83.9 852 66,5 790 78.9 843 59.8 780 71.7 836 49.9 790 65.1 821 42.6 790 82.1 819 3TA 790 61.5 817 - ¢ c,
a 781. 110.8 750 115.5 657 92.3 750 98.1 84 78.1 760 83.8 76D 77.1 821 S 750 70.8 812 55.4 760 65.7 005 482 760 69.{ 594 38.6 750 68.2 588 34.8 760 65.5 588 1--
_L_ Q Q N o
BDh 72.1 Sea 74A 600 80.1 563 eT.e 491 51.6 567 64.0 S61 4flB 476 10.1 683 4.4 488 301 683 {0.P 462 30.0 663 36.2 452 26.8 583 3J.3 445 220 68] 31.a 42 Q m Z O
H W m 0 9r
08In 69.1 195 81.1 43 49.6 486 51.5 IJ5 42.4 495 4.6 495 19.9 421 33.0 495 36.1 415 29.7 495 332 409 24.6 195 29.1 400 21.2 495 20,8 394 18.6 495 25.0 390 fn 1(1
Cn
�� o
1081. 41.7 301 426 353 31.0 381 35.0 JIB 20.0 391 31.1 391 27.6 337 2J.2 J91 2l.9 333 20.9 Jg1 22.6 318 17.4 JB1 19.7 321 14.8 391 17.8 315 _
1111. J8.4 J70 392 3J5 32.0 370 33.0 330 27.5 370 28.8 370 25.3 ]20 21.4 370 22.8 310 19.2 370 209 312 18.0 JTO 18.1 J05 Y Y
Q f!0 (!1
t201n 30.4 317 30.9 289 25.3 317 28A 284 2f.7 317 22.6 117 18.0 276 16.9 317 17.9 273 U M Q` Q
I41n 17.6 220 17.8 203 1 T77
a� Zm0 m
BILE 15B NCHOR CAPACITY ADJUSTMENT FORMULA: .�� 8 Of mc�
Anchor Capacity Tablebe ANCHORCAP.,,,,,,,,� _ A
6 W.W 2.7N Concrete 3.51(Caw. 1,1011"emu Filled CMU PTVkW Metal (DP..)X ANCHOR CAP.,,,
5116•FJ:e 14'sSEtw 5/l6'Elco tr4•ssEke atDsted afzsleea dt2sled
Archon Type: 3116'Elea UlOacon 114'El.-,.an 3116•Elea Ultracon 114'Elco Ullmcon
Anchor Cllp Patterns Ullrxm AggreGetar 10mcm A9gmGatar Screw(G5)1 Se"(GS) 5cmw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E MIame 6nT t• 2-tn• 1• 2-tn• 3-118- 1• 2-IW 1• 2-1m Y 3.1ra 2• 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(In):. 1314' 1-314• -314' 1-314' 7 1414• 1.14" 1-14• 144 t-v4• 1414• T lace• 1.&T %ami ACTUAL PRESSURE REQUIREMENT FOR THE
2 Arwtaxa 4D 5'590 O.C./0.)245 An01e Cipsl(Fq.f7 390lbs 3901as 4501M 890IM 57001as 270 Ibs 280[be 3541M 740106 374 lbs
7201M 0461M 341 ws 442[be 580 ion OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Awlwm 43.5•Mn.0.0.1 .)295 Angie Caps I(Flo.21. 760Ibe 780 lea TDOIM 1070 IM 2525 IM 570 ten 5801M WA 1120 toe 7481M BBO1M 18921bs 682 ws 6851M 1f201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
B Anctus 271'hon O.C.1 2 2a5 to /(Fig.J 11201M 11201M 958106 22484M 2254 lbs wA 8401M WA 10591M WA
1320 ms WA 1022 m4 1327 Ns 1690 roe MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE PRODUCT REVISED
FIGURE 1: re complying%lith Ill.FltxldA
TABLE NOTES: Building Code
Aeoeplanee P70(6-' 18.03
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 11imtim Data
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND1OR OPENING WIDTHS IS ALLOWABLE. MI �rroduIt1!7
FIGURE 2: ,.w /
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125' \�% `(�V N
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30 ���117;•��.EI,I.^,g •.,��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" - q,o.158705 _
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED - _ i
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF A25" f
�jt- J p' '1/ ",
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY J !O C•b •'(!/
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION
'•( '. p
• • THE MATERIAL.#108#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR410 S.S. ), ;•.>`-I.ORLO.,•'`,\(.'/;
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
A.LY NfJ M(l Lt'R,P.E.
FL P,E.#58705
ABLE 16A
Mullion Capsialty Table IbaW sa
OponingV9Idth(for terlraltyspardrgtridions)orOponlnBHelghL(for horimnla"Parringmttions) C ys SSSQ
501n 60 In 701n 60 In 901n 1001. 120 In 1401n 160 in
Reclengul. TraWdarg. Rectingder TmOrdma. Rectangular TreplTdeng. Rac4ngdar TteprTdeno. 7--w_19ler T TdTdeng. Reelergder TrapRderg. Reclenpder TrepTdln9• Reclengfdar LapRdeng. Reclengular TrLordng. a y
3.76"46 Loading taedng Lowing Lowing Loeav Loafing Loafing Loading Laedro Laadng Loadng Loafing Loading Loadng Lmdn9 Loafing Loedin9 Loed�g
DEO.AI t n a a g a a 2: r
BAYMULL a I^ m S 8,. a�Q- f1 €.g�. p y '$Fu,-R-. •fig§• $.. •Ly,} 12 $, p.-p. jag a.tt. .. .- '8 ap-- -$ 1 LO
(S v� cR�' r7 G r3 $ t7 eL r`� z u tai E u S C iS 47 O v e r3 0 C 8 cg v (3�v` �' uua N f0
Is N� F
6a � ao w
421n 170.01 620 170.0 435 170.0 744 1 170.01 478 170.0 686 170-01 SOB 170.0 get 170.0 519 170.0 11161170-01 521 170.0 1240 170.0 521 170o 1488 170,0 521 170.0 1735 170.0 521 18a3 1671 170.0 521 -7 w
J
461, 170.0 JOB 170.0 621 170.0 650 170.0 584 Woo 802 17x0 670 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1447 170.0 66n 167.7 1817 170.0 880 110,3 IB77 170.0 680 122,8 1837 170.0 660 � 2
50,025 In 170.0 747 170.0 563 170,0 896 170.0 631 170.0 1046 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 756 128,1 1552 170.0 768 110.4 1652 170.0 750 l31 'o❑ O
541n 170.0 797 170.0 612 170.0 058 170.0 691 170.0 1118 170.0 754 170,0 1275 170.0 863 170.0 t434 170.0 837 155.2 1455 170,0 058 129.3 1455 170.0 881 110.8 1455 170.0 661 87.0 1455 170.0 881 CO M
00 In 170.0 885 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 678 157.1 1309 170.0 044 139.7 1309 170.0 998 125.7 130g 163.5 004 104.6 1309 157.1 682 89.8 13M 157.1 862 76.8 1309 157.1 982 1- U � J
331n 170.0 930 170.0 745 170.0 1116 170.0 650 182.9 1247 170,0 010 1425 1247 184.5 963 128.7 1247 152.8 905 114.0 1247 144.3 652 95.0 1247 136.2 936 81.4 1247 115.7 935 71.3 1247 135.7 935 d rr J
{, so In 170.0 074 170.0 780 170,0 1189 170.0 903 148.4 1100 163.7 065 129.9 1190 147.0 945 115.4 1190 170.5 928 103.9 1190 1264 914 80.6 1100 110.5 006 74.2 1190 110.1 893 64.9 1100 11&1 893 J x 2�
J 721n 181.6 1010 169.8 877 134.7 1010 144.6 859 115.4 1010 127.2 842 101.0 1010 114.7 628 88.6 1010 105.6 817 80.8 1010 08.8 507 67.3 1010 00.8 725 57.7 1010 87.8 700 50.5 1010 87.7 709 _1
Z
7B In 137.1 908 143.6 792 114.5 908 122.0 775 00.1 008 107.1 761 95.9 008 982 740 78.3 008 862 736 68.7 908 82.3 729 57.3 906 74.7 718 49.1 908 71.2 710 42.9 908 70.6 708 J �
Q } r r
f 781. 127.1 881 132.5 754 105.0 061 112.5 738 80.8 801 OB.B 725 704 861 85.5 713 70.8 881 81.0 703 83.8 Ut 75.4 884 53.0 561 66.1 681 45.4 861 81.5 875 39.7 661 83.7 672 I- Q Q N O
Bol. 82.7 VA 85.4 574 664 648 72.1 564 69.1 US 82.9 551 51.7 016 50.1 515 18.0 648N382
t926A
530 34.5 046 41.5 519 29.5 64a 3B.2 511 25,8 618 38.5 507 Q m Z Z
F W" ma0o
00h 662 506 70.1 508 58.6 566 59.1 189 16.7 566 61.1 191 42.6 588 45.5 IB3 57.0 5681 170 20.1 688 33.4 458 24.3 586 70.5 152 21.3 500 28.7 447 rn n
106 In 47.9 449 40,9 405 39.9 449 41.2 309 34.2 449 353 393 20,8 449 31.7 307 2&6 4499 377 20.0 110 22.7 J88 17.1 NB 20.4 761 110 449 16.9 358 LU111N 44.1 425 15.0 381 38.6 425 37.8 379 31,5 425 328 373 27.8 425 20.1 387 245 4251 158 1&4 125 20.7 350 15.8 425 16.8 343 D� ww N15.529.1 364 28.5 320 24.9 381 25.8 321 21.5 364 228 317 19.4 3645 109 Q V Q O 0
1441n 20.2 257 20.4 233 16.8 253 17.1 230 Z40�
TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor CaDacity Table Ib6 ANCHOR CAP.,,,,,,N,
Substrate 27k Carlcrele 3.5k Carty. Ho4ox CMU Filed CMU P7 Wood Mdd (DP„)X( )=ANCHOR CAP.,,,
5118'Elco 114'SS Eka 5116'Elco 114•SS Elco fl10 SWO 912 61ec1 61251ed MULLION CAP.,o°,,,,
Anchor Cllp Patterns NwharType. 116'Eko Ulirecon 11P Eko UNacon YIB'Eko Ul.acon 1/4'Eka Ullracm
U10econ Ap9reGator unmcon AWreGelor suew(G5)screw(GS) Sraw(as) USE THIS FORMULA TOOBTAIN THE°ANCHOR
EdOe pslanca lint: 1' 2-1/Y 1' 2-1lC 3.116' 1' 2-1rC 1' 2•I? 2- 3-116- 2' 0.16' 0.54• 0.3244 CAPACITY REQUIRED'CORRESPONDING TO AN
Embedmenl0n): 1.314' 1314• 1-314' 1-14' T 1.114• 1-114' UtPo' 1-114• 1-1l4' 1-144' z' 1318' 1318' vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2Awhys VWn.O.C.! 2x5 ! .117901bs 390 Ios 450 u- 8901be 17001- 2704 2BOIba 354 IN 7401ba 774Im 7201os BI6 Ws 3411ba 44211» 5801bs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arx:haa 3.5'Min.O.C.l RI 2x5 A le CBpa 1(Fig.2L 760 ros 7001bs 790 rm 16701bs 2525 Ws sty ms 5601bs WA 112010+ 746 ws ea0lbs IeB2101 eez roa 8851be 1lxo lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
6an�naa 271'Mn.O.O122x6An U ! .9' 11201be 11201ba 056 lb. 22461ba 2254108 wA 64otbs WA 10591616 wA 132orm wa to221ba 13z7be 1e8ow MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE, PRODUCT REVISED
FIGURE 1:
.s complying with 9p1 Fb7rih
TABLE NOTES: Building Cock
Arnpancc No I6.OZ1S.0-3
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. En irwion bare 202)
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mram 1'reduct
'
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45' : \U` .•••" <<<,� ��
• • • •
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •� •' �""
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' - NO,;ri1;0•'.v
FIGURE 3: 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 6063-T5 AND BE A MINIMUM OF.125" _ �.
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 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION A Tp,l Ot •'•!1�,.
THE MATERIAL.#10 d#12 ANCHORS INTO WOOD MAYBESTEEL,18.8 S.S.OR 410 S.S. n^
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
MAI
IL
A.LYN�A�LeR;�.E.
FL P.E.#58705
-j 1.000" f- - 1.000' f- 1.062'-1 740" e
.063•- ,385•
.062' {�{ 125' -11 --.125' t' 6
082'
.438' I e o
4.000' '125'STANDARD CLIP x
4.000' 4.000' 2.625' 2•I30" 8063-TB ALUM. I 2.125" 2.000' 2X5ANGLECLIP
.125'
X-SECTION U•CLIP 6063-T6 ALUM.
8083-T6 ALUM. X-SECTION .125' N
125' 125 .125' X-SECTION cVT, ,0]
031' 7- Z 1.V
1 .126'J O F
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE UI
7� W
125 ,J DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE Y
.375' .155' 375• ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR "2 DO o to
Z HOLE DIAMETER:ANCHOR DIAMETER•1116'. 03
VX 4'X.126' 1'X 4"X375' I 1'X 4'X.375' 5.500'- 5.000" W Z co w
MULLION MULLION 'T'-MULLION CUTHERETO 375' O XO
8063-T6 ALUM. 6063.78 ALUM. 6063-T6 ALUM. ,375' 3.125"--"1_CREATE F-CLIP,SEE x•375" -----�MIN. ? Z :
X•SECTION X•SECTION XSEC710N MIN DETAIL F.SHEET L
.375' Z W g m g•
1.250' I --- i---- ---------i .375' 0W
- r-------- r---- CENTER OF
LE
1.250' 1.250' I I I I I I MUSTANCHOR HOL E WITHIN I i MIN. J a SZ
I I I I I THE DASHED Q J
F BOUNDARY.SEE I Z V Q 0) o
�_ I I I}I i I SHEETS5-20 FOR F 1____ _-_I_ r� Q Z 'Z
2.076' I -----I I - --- I THE ANCHOR O.C. I I F Q N 0..`O
DISTANCE z
3.94' i I i i F I MAXIMUM
I I I I ANCHOR HOLE I I � J Y Y
LLI
3.250' 3.250" I I I I 1 f DIAMETER: j F J X13 Xq
.100' .100' .100" L ______J --------
_ ANCHOR L_____________________J V Q
DIAMETER ill Q Z O O
.100" L 1 _ 2X5 ANGLE CLIP �'ggg mO�zQ
•614^ .62,P rL STANDARD CLIP U-CLIP 60TOPV EWALUM
-T
CENTER OF ANCHOR FIOLE MUST LIE 6063.78 ALUM. 8063-TB ALUM. a
--1 .820'F--- I - 1 .820" I--- -'1 .820" Imo- WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW
1.25'X 3.25"X.100' 1.25'X 3.26"X.624'
1.25"X 3.94"X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. -
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Velua(In) Por Mullion: Dimension Value(In)For Muillon:
DIAMETER ANCHOR DIAMETER+1116'.
6005-T5 ALUM. 6005.75 ALUM. 6005-T5 ALUM. F 3.68 1 X X F 1.036 1.25'X 3.25'
X-SECTION X-SECTION X-SECTION G 1.000 ,125" O 0.500 X.824'
H 2660 Aluminum H 1.438 Aluminum
������-•••--''' -��-���----3.459' 5.500" 1 3.000 Tube Mullion I 3.250 Tubs Mullion
2.661" •125• .375. - � .375" F 3.187 1'X4'% F 2.825 1.25' 24-
1.377"� •125" 1.877' I MIN. G 0.757 .375' G 1.125 X.824'
2so Tube
r--- -- -, r -----, F --i4-30 Aluminum H 1.500 Aluminum
2250 12X X 25' FF 2813 130'Bay 2.876 145'Bay Fuidmt°�ICo 91hOFloride
I I I I PY B°
j I j I ((o-CYLL$,O
.125" I I I 1 I 1.500 Aluminum
.125" 45'� 2.250" I I I I I I P 2OZ
30° I 3.250 Tube Mullion py
I I I H i Mi Rede P[oducl
Ij
I
TABLED
32J60'45°BAY MULLION 3.250" I I I I
30*BAY MULLION 8003-TB ALUM. �_-__-__ 1 I 1 _ _____ Mull Dimension PDT Perth \\�N1\,( {NN
6(163-TB ALUM. I X-SECTION I (ehself) Mullion Std.Clip ottsetClip U-Clip Angle Clip p�,.•••"'•••.
X-SECTION I 1Q• �GflNSi;
1'%4'%.125'(10) 09384 88811th 6881122M 888241M 866518M ,: •,•7C
IT
OFFSET CLIP t.
r II I .125 6063-T6 ALUM. 1'X40X.375'(11) 66810 688112M 8681123M 868242M 66051BM r10705
J .228' l--,98TH TOPVIEW 1"X4'X.375 T(11) 66653 666112M 6681123M 06242M 666519M - " S•lU.-
.228" }--.981"",
NOTES: - .740" �I 1.25 X3.25'X.100'(13) 2(1160 8601127M 6661124M SM241oM 6865115M = :�. ,' _�1 • E1:-
Ak
1.25'X3.25"X.824"(14) 20181 8881128M 8881125M 166BUIlM 6885118M --O'. !�I 3f ••tiY;
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3. X.824•(15) 20182 ss81717M 8681128M 868241M 666517M
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 DeOree(19) BBB49 WA WA NIA I 6505110M '����,•.,FLUR10�:•'`�C?`
45 pepn:e(20) 08850 NfA WA KIA 6885111M /5�5 <'
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LFL P.E. 870 P.E.
FL P. 58705
TABLE E e �
Mull Dimension PGT Part# ry. y,3 _
(Shoot#) Mullion Std.Clip I U-Clip Angle Clip Li
-^I I---•125 --I�--.125'2"X4"X.25"(18) 88802 668281M 686271M 8885112M 2"X6°X.25"(17) 68604 688262M B6B272M BB65113M r STANDARD CLIP I U-CLIP 2X5 ANGLE CLIP o6063-T6 ALUM. 6063-T6ALUM. 6063-TB ALUM.2'000' X-SECTION 2.125" XSECTION 2.000" X-SECTION NOTES: N.125' I .125' .125' m DO
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING � �N
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L T z r
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I--1 490'--"-I ..t W
HOLE LOCATIONS. -1,490•
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
5.500"
g �a N
CUT HERETO 5.000° _ U
2.000" .375' 3.500" I-CREATE F-CLIP, ,375' .375' �- ��MIN. m ZO U
SEE DETAIL F,
MIN. SHEET4 MIN.
Z
------- ------ --------- --' -- x
- i- -------------------- Z 2 2 m
a s S z
4.00D ; ; Zi
-I--- --- ---I 3.438" + 3.436" j--------I F- U Q o`
250" 2•MULL ONS• I I 3.438' ; i a Z Z co r
6063-T6 ALUM. Q o
.375-
X-SECTION I I I I I Z a o 0
�- I ---� -- -- L---------------------�- [MIN. LU U
1r J U)
�- STANDARD CLIP 2X5 ANGLE CLIP U z O Q
ORU.2' ,4'MU 80B3-T6 OL
CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. SED FOR 2'X 4^MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6083-TB ALUM. tl� Z s.� fn
.250" -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW �- mO s.O
SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. �-' �mw
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE -DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 41116'.
SHEETS 5-20 FOR THE ANCHOR O.C.
5.500" DISTANCE.MAXIMUM ANCHOR HOLE
CUT HERETO DIAMETER:ANCHOR DIAMETER+1116', 5.000'
�-^-2.000'---1 ,375' 3.500' ^I CREATEF•CLIP. ,375' �F.375"
I SEE DETAIL F,
MIN. �-SHEET4 MIN. MIN.
.375'
-------- ----- ---- --- -- r----------------------T
I I I I
I I I I I I
I I
I I I ^RGUUCt'R1ivI5ED
I I j j ay complying�vja,the Flmim
I I I Duildieg Code
I
Acccpta,R No
E pimlionDate QO$
I
I - Mi
By
_t__ _I_ - 4.688` +--------I MI Dada ttceduCC
.2�, 6.000' Q I T'- - I �' T- 5.436" I I 111 1 1 1 1 1 1!,
5.438"
I I I 5.436"
P X6'X.25' I ,�
MULLION I I
6063-T6ALUM. I I " ' IJO.58705 _
X-SECTION I I I I I .375" -- '•ry :'' �•
t,..
-- %�%)'. sT;Lor l!
.250' STANDARD CUPL U-CLIP 2X5 ANGLE CLIP i��1�5 `
6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM.
TOP VIEW USED FOR 2"TO VMULLIEW ON,SHEET 17 TOPVIEW A.LYNN BVI uER,P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. ® n
NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65.REFERENCING SHEET 25,THE COLUMN USING
(---- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.01-60,0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
z
SEE
K-TA
FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD o o
FENESTRATION NOT BE SUITABLE FOR THIS APPLICATION,APPROVAL ^
FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650`MULLION(LENGTH=72',OPENING WIDTH=70°)HAS A DESIGN PRESSURE OF+7.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 6'
72 OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 04
MULLION
LENGTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X6 �a m F
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N
DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL O
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ,_
23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU0—
C3 �
NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: M N
3T SIL co J
F--MULL Wlom 636 LBS
(60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 49) j
OPENING WIDTH 72.7 PSP �• �,
Z g
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A Z
DESIGN PRESSURE OF+50.01-55.0 PSF. _ G
r 't
FOR THE VERTICAL MULLION: ~ Q N `o
Z
1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105'AND THE OPENING WIDTH IS 39'+36'+l'=73.REFERENCING SHEET 25, Q Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL N In§ a o_81
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. Tn - v
w 6L
MULLWIDTH- FROM TABLE SA,SHEET 7,THE 1'X 2.75'X.375°MULLION(LENGTH=108',OPENING WIDTH=60')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF a ;EN IX
_�I C_ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. uj
F
FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250"MULLION(LENGTH=108-.OPENING WIDTH=SO')HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTSd Z N �
SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 IBS. ,. m a
`SEE DETAILS,
32FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+2=74',NOT 73'AS PREVIOUSLY -�
PRODUCT'S 2-3—\ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING,ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL THE 73'DIMENSION(35-112"+35-112'+2"=73").
2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTICAL CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION - - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQU IRE ANCHOR CAPACITY OF 971 LBS.
g DETAILS, DETAIL E,
OPENING SHEETS 2-3 SHEETS FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4X.250*MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HORIL �/ MULLION TYPE COULD BE CHOSEN.
MULLION 72' PRGOUCTREVISED
1)THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE it ildingcmplod wish Iho Floridm
USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250-MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE A�mpta,"�Ira-011%.03
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E plmH-Uale /�02
SEE
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" By
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mimn Dada�Toduq
23 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \I I I 1111
ANCHOR CAPACITY OF 521 LBS. o �{ I.YMIV
3B',HORIZ. II II 3S',HORIZ. O\ ,....••..
----1 F---- 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR moi` �iCEtdSE
ULL LENGTH MULL LENOTH� CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE _
OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. NU.;i97C J
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: P�_�-�• -
-1-64.7 PSF FROM THE VERTICAL MULLION;
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ,C1 f II 111"
+1.170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ()'• AirTHE LOWEST DESIGN PRESSURE IS+1.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��n S•.,!`L O(t1D�•.•- T:y�':.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �ii� �0 AV,�\,0
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MILLER,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705