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3= e„�.re. FL# FL261-R10
' .f.�.a4s`,:c Application Type R ion
Code Version 2014
Application Status
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer LGTOIndustriesAddress/Phone/Email Tec Drive
emce,FL 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@pgtindustr'ies.com
Quality Assurance Representative
Address/Phone/Email
Category windows
7)
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
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=wGEVXQwtDquaucoIwmuGt... 10/25/2016
Florida Building Code Online Page 2 of 2
Summary of Products
FL# IModel,Number or Name Description
261.1 Imumors for All Doors and Windows Aluminum/Vinyl Mullions
Limits of Use Certification Agency Certf e
Approved for use in HZ:Yes FL261 R10 C CAC 18.03.odf
Approved for use outsi Z.
Yes Quality As a Contract Expiration Date
Impact Resistant:Yes 021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL261 R10 II 16-0218.03.odf
product performance information,and mullion clip anchorage details. Verified By:Miami-Dade BCCO-CER
Created by Independent 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 Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.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
emails 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
click here.
Product Approval Accepts:
W"' Fgal�1 -heiY M
(;relit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGt... 10/25/2016
M IAM I•DADE MA1511-DADS COUNTY
=.I. PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RLR) 11805 SW 26 Street,Room 208,
BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)3 t5-2599
NOTICE OF ACCEPTANCE (NOA) tivww.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 requirement,,,of the applicable building code.
This product is approved=eicrcimn,, and has been des=—Resistante
ding
Code, including the one:DESCRIPTION:Series truded AluminumAPPROVAL DO 300JI2, titled "Imons",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29111, with revision B
dated 10/10114, 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.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miarni-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 NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 16-0218.
MIAMI-DADE COUNTY Expiration Date: May 26,2021
� � �.I��lal� �►nrnval Date•Auril 14 20�
II Page I
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-08.19.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision' B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lyme 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 5t1 Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Mnnue a ez,P.E.
Product Cont o[ 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 scaled by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product 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:
NON-IMPACT OR LARGE AND SMALL
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS 9C �
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE xd
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.........................
1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS...............................1
FIGURE I:
ELEVATIONS................_...............
.1 a3
MULL TO 2X WOOD........................2 w a
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 x O
MULLIONS - -� INSCRIBED To,
HAVE BEEN TESTED AS"FREE-FLOATING•AND DO NOT NEED TO BE DIRECTLY ATTACHED 70 THE MULLION CLIPS,BUT SHALL MULL TO TI 8 MASONRY....._.......2 0
SEE DETq INSTALLATION NOTES...........,_.....2 le
A-D,c,H; REGTANDULM NOT HAVE A GAP OF MORE THAN 1/a•FROM THE CLIP. MULL TO MASONRY.......................3
SHEET52a SSE MULL TO STEEL STUD...................3 N
_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..........................._..3 m
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS..........._........_......3 In
N. IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS. ALTERNATATECLIPS_...................q ZO
/
IN BAY MULL INSTALLATION.........._..4
�\ 1 X 2%.125 MULL SPECS...............5 J a m
\ 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
7 A \\ INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS._.......7 A =
\ 1 X 2.75 X.65 MULL SPECS...........8 Z
SEE DETAILS I I W O O
ATHRU G; / Y III /\{ 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND t X 3A26X.500 MULL SPECS...._..9 m O o
SHEETS 2-3 I — I I L� / AETMRU G1L�" ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER
X4 X.376 TUBE MUX 4 X.`125 MULL LL SPECS....11 = J 'D N
�a�_•-.'ql I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN H
'7 SHEETS 23 1 X 4 X.376 T MULL SPECS........11 J
`�I III I OPENING
PRESSURE OF MULTIPLE MULLIONS OR FEN ESTRATION PRODUCTS SHALL APPLY. 1.25 X3.188 X.265 MULL SPECS_.12 = W 7
MULL 125 X 3.25 X.100 MULL SPECS.....13 Lu-2
HEIGHT 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.824 MULL SPECS.....14 ?
LENGTH HDRFIZWITAL 1.25 X 3.94 X.624 MULL SPECS.....15 Z
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS.........._....16 Q
SEE DETAIL E, 2 X 6 X.25 MULL SPECS...............17
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q 1n
SHEET 3 1.26 X 2.11 X.126 MULL SPECS....16 r•
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED 70 PREVENT F
30°X 326 BAY MULL SPECS.........19
REACTIONS. 45•X 3.26 BAY MULL SPECS.........20 Q 0 Z N �
MULLION 6 CLIP DIMENSIONS...._21.23 f- Z co O
FENESTRATION 8)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOAS . _jEXAMPLES 1 62............_...............24 Som
PRODUCTSMAY LOADING EXAMPLES............._.......25 Cq Q o
BE OF MUSTBE
Y TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8,TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W I�
MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLYTO BE USED WITH Z W
BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. In
() Lu cf)
C7 4 O O
L...M.ULL
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ � �O x.0
-- 11)QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDEDTHATTHE SPAN ANDOPENING011TA1 SHEETS 2-3 WIDTHHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LENGTH HORIZONTAL
MULL —
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD.
MULLHORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
--I-LENGTH 1— OPENING WIDB "�
3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING fS'RECTANGULAR"OR'TRIANGULAR/TRAPEZOIDAL•.
OPENING _� — _ 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT-I FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT nvisE)
+ HEIGHT l THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING 1F THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE ns Building
odd 111eFlolidz
OPENING MULL FOR ( Auwpn9 CodO
HEIGHT LENGTH � +r H�1z y d VERT. MULLION CAPACITY(LBS/FT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN pcaplence No S ��•
M-Lq MULL f LE{XiTl1 STEP 1). Pimli D310 120
LBS.THIS VALUE
L _ _ _ .L ��. REPRESENTS THE W ND OAD TRANSFERRED TOFROM THE SAME TABLE USED INSTEP 4) THESUBSTRATE BY THE ANND THE VALUE IN THE CHORS AND MUST BE MET TO COLUMN ANCHOR CAPACITY REQUIRED
THE FULL MULLION CAPACITY. Munni a hoduM
J PENli9WIDTHZ�—C
SINGLE MULLION SINGLE "'FOR VER ICN.MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \��\\N( LYNN A„�/////
OPEIaNO WIDTH �- ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR \��,\�\O, •• "••.((,
FOR VERTICAL MULL CAPACITY IS MET. •\,\GrNSE '•.C� //
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
7 IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FORTHE = .f`: •117
FROM FIGURE 1 ABOVE ) _ NO.58/05
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FORTHE SAME SUBSTRATE O'�-
6 '�
STANDARDS USED; 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ",; IE F IV
*2014 FLORIDA BUILDING CODE(FBC),5TH EDITION %0',••
CAPACITY(LBS/M OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION � F P \��
�ANSVAF6PANDS-2012 FOR WOOD CONSTRUCTION .. LOR\U•;••'
*ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. //,�`Q�5� \G.`
•AISI-5100.07152.2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. / I �p L
A.C"'N q F, IO E.
FL P. 58705
Wn g
DETAILA: DETAIL B: -MULLIONo 0
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED 70 1X BUCKSTRIP TYP.ANCHOR o
AND —PER SUBSTRATE, ^oZ V
OR WOOD FRAMING WOOD BUCK AND MASONRY
ATTACHMENT SEE SEE TABLES 1B•16B LL
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS,
SEE NOTE 1, N
I I MULLION SHEET 1. S m
I j I �`'.• � 0 yfV
Z cn
SEE SHEETS a b 1 MIN 2.7 KSI '• EDGE W
LINSTALLEDDY
e I I I 21-25 FOR HOLE Q I I CONCRETE OR CMU
�I DjSTANCE, W
I LOCATIONS ^ I .1 SEE SEE TABLES
a EDGE o o I EDGE
MASONRYASONRY B
I EDGE DISTANCE 1B-168 = (n
DISTANCE
G c I I I FOR WOOD/ I I �� ° ANCHORS m Q O
. u ^ SCREWS I 2�MAXF� n ed I 1 SIDE VIEW Z � tJJo
q FALL MULLIONS d F 0 .I
ffi
�
o e S
^ ` n .G OZan EXTERIOR ^ IF
. T ,J N V Z
G EDGE Q Z
° d < a DISTANCE 4 F ~ e-
^ FOR Q 0 Z N O
MASONRY
° M-THE OFFSET CLIP IS ANCHORS u
-0:ENDEOFOR
EXTERIOR ^° FN-FRAMED U) $
WINDOWS.BUT MAY W Q Y Y
ALSO BE USED FOR O: F
OTHER FRAME TYPES. U Z Q ? Z
O O
o z mo vo
7YP.ANCHOR
TYP.ANCHOR PER SUBSTRATE, —EP RSUB TE,
PER SUBSTRATE, SEE TABLES IB•168 SEE TABLE B-16B
SEE TABLES IB-16B EDGVEND
DISTANCE BUCKSTRIP
SEE TABLES AND
1B-16B
EMBETTACKMENT
DMEM BUCKSTRIP .,`, BY OTHERS,
AND E61BEDh NT' .
ATTACHMENT .' SEE NOTE I,
SHEET 1.
• BY OTHERS, ..
SEE NOTE 1, ,
. •. SHEET 1. '
• ' MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW PRODUCT REVISED
SIDE VIEW as complying with am Flofldfl
Edflding Code
FRONT VIEW AcceploeceNo Orn X21
Ex inalion Uute
INSTALLATION NOTES By
Miami de NoduA
T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III 1 I
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `\�.�O��.I LYr4N,y,�(('�.,
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE •\LGL•N3B F.P ii
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE F;
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. _ /,I /L`—•�—•-
A)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. '•\� ('(
' S Li0- y
5)FOR MASONRY APPLICATIONS INMIAMI•DADECOUNTY,USE ONLY MIAMI-DADECOUNTY APPROVED �Fn^ '•..P(pli\O?:.•' (j���
ELCO ULTRACON OR ELCO V4"S.S.AGGREGATOR MASONRY ANCHORS. ��i�S ••"" r\•��
A.E%WMILLEA,P.E.
FL P.E.#58705
DETAIL E:
DETAIL C: -H .126 MIN. MULLION TO MULLION ® �
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:
MASONRY STRUCTURE MULLION i (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR`CROSS'
(STANDARD CLIP SHOWN) _ �� INTERSECTIONS. Al
VARIES sZ
2)MAY BE INSTALLED HORIZONTALLY
(SHOWN)OR VERTICALLY.
I
TYP.ANCHOR N
EITHER THE I 1 PER SUBSTRSTT ATE,
SEE TABLES I8-138 y
3)SEE U-CLIP DRAWINGS,SHEETS 21-23 S m
STANDARD _ I
OFFSET MULL I i TOP VIEW FOR CORRESPONDING MULLION. Z m ffi N
CLIP MAY BE I gQ EDGEOISTANCE MULLION
INSTALLED SY - tl I e' OFOR 1'••
THIS METHOD I I I
ANCHORS SRY VARIES+-� J W
I I I I 912 STEEL SCREWS. _
SELF-DRILLING OR PREZRILL n o
MILLION AND USE SMS LLIn
a /
m
TA to
EXTERIOR 4. B MULLION F— Z 1O
a
THE OFFSET CIS
EDGE DISTANCE RECOMMENDED LIP FOR Z U g
FOR MASONRY p,
ANCHORS n FINr LINTERSECTION g = +T 7
WINDOWS,BUT MAY U-CLIP �; r$i LLz
ALSO BE USEO FOR J Z a Z
OTHER FRAME TVPES. EXTERIOR Q Z
TTP. HOR '� I' Q
PER Sub RATE, d Q Q O Z CV
/ SEE TABLE 18-130 TTP.ANCHOR SEE SHEETS 21-23 FOR cn F,a ..00 SO
/
BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS J
AND
SEE TABLES 1&130 FRONT VIEW EDGE W
� 111
ATTACHMENT DISTANCE
BY OTHERS, SEE TABLES
EMBEDMFtI •• t• ♦ SEE NOTE 1. 1B-13B V Z Q
• SHEET 1. - Q Z 03 p
•• •• "•. .r �D STANCE ;a mp.0
W 2.7 KSI CON RETE OR CMU SEETABLES SIDE VIEW J
MIN 2.7 KSI CONCRETE OR CMU Isms -]
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES:
STRUCTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
A /--PER SUBSTRATE
\ / SEE TABLES 18-138
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °, SEE SHEETS Q PRODUCTREVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR 915TANCE,THE 21-23 FOR is mnlplying with Wo Florida
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Cod.
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LOCATIONS Acttplaac.Nolo 63
Bnp{Inti Dat. �Z)
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. `` MULLION 0
B
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ® MI Dodo cC
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE ELCO ULTRACON OR ELCO 11W S.S.AGGREGATOR OMASONRYANCHO SUNTY.USE ONLY IAMI DADECOUNTY APPROVED _EDGE
FOR STEEL STUDS THINNER THAN O (,
FRONT VIEW 18 GA AND COMPLIANT WITH THE FL BUILDING 18.138 � .•'��CLCISE '•,�
CODE,A 2 WOOD OACXER MUST USED. .T� �(
ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SPECSSIDEVfEW NO.5870� �!
NOTES: LU Cr
8' l6 :
1)FOR 2X WOOD-BACKED STEEL STUDS,WOODS
ANCHOR VALUES MAY BE USED. 0 ' E O
�tr'......•• ��\��
2)SEE CORRESPONDING MULLION TABLES, �/
SHEETS 5.20,FOR QUANTITY OF SCREWS. A`/L'YN�jM1�ILEf�,P.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION <�
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $' o
a
'g
SEE DETAILS A-E, 30.OR45' SY O
SHEETS 2 AND 3 FOR INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES.
04
MULLION ( E m
0 0 �
O O 0
O 10. O O O OO TOP VIEW
SIDE VIEW - 0
^� i m U C3
SHOWN WITH VX 4'X.125' TOP VIEW I , z m to
MULLION I I I z J
I I I j TYP.ANCHOR F
EXTERIOR - I I -PER SUBSTRATE, U m
I I SEE TABLES ISS OR 16B z
I TYP.ANCHOR I I �
STANDARD MULLION CUP 1 PER SUBSTRATE, I EXTERIOR ��77
MODIFIED TO FR FIELD Id SEE TABLES 1 B-146 m 1 1
CONDITIONS. I V- zi
I � I I 2'XS'ANGLE CLIP, r z zi
j I I 1 I 2 PER MULLION END,MUST BE Q Z N
I I I I I INSTALLED INSIDE OF BAY MULL. I-, FQQ,7Up op-O
-MULLION I I I I ��` O I J Ji CD$r
LU Q
2'XS'X.125' E
ANGCLIP, V ¢ Q
I I t 2 PERLE z MULLION END, -��
I I 1 MUST BE INSTALLED dq" z w
I I I INSIDE OF MULL. �'Q m0 m0
b - 0 �d�
I
I
\ TYP.ANCHOR
—PER SUBSTRATE,
SEE TABLES 1B-14B
INTO WOOD,
STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED INFIELD. 1 _
EXTERIOR
O EDOE;&0vt -C8�' `�� FRCAUCTREVISED
PERa1 complying with Ihu F1olida
Buialding Codc
®
INTO WOOD,STEEL, Acgaice No}fin—C2\8•p
® ® ALUM,CMU OR MASONRY EDGE O Expimticm Date Z)
DISTANCE By
PER Mlunll eProduCL
EDGE I ANCHOR
DISTANCE—} Q —�- —®
PERANCHOR I NOTES FOR INSTALLATION OPTION G&it.
O U'.• F
NOTES FOR INSTALLATION OPTIONS F: - 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. •'�1r, •' 'r
"L=
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11X.1125'MULLION. 2)DETAIL G:SEE TABLES 19-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _ VIO 51705 ::
LOCATIONS. _ t
2)SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 18B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LLI
�,�)•, 6 :�
K U�
LOCATIONS. Tg 1L
3)THE 2%5 CLIP ISNOT SUITABLE FOR THIS APPLICATION, �'� �'•.,rLOR1n�.r••'
A, P #�r� �P E.
FL 68705
TABLE 1A
Mullion CapacRy Table Ibaf e _ a
Opaning Width(for verticalty-sp15'rlirlg mtMions)or Opening Height(forhorizorlai y-sparNng muCom) Ed-C
60 In 601n 701, so N 90 In 100 in I 120 M 1401n 160 in p
Reclangllar TmpRdang• Ractergdar 11ep/l6eng, Rectangular TmprTdang. Rectenaleer Tlaprrd.ng. Reclangder Treplirlang. Racfm"or Tmpfff-og. RUIMpliar dung. Reclanpdef Treprelong. Rectengdor Tmp/Td4ng, q
1X2%.126 WetlNg Lmdln9 Loadng Lowing Lowing Lmdrg Lowing Laadeg Lmdna Wading lowing l,aedrg Loading Wading Laadn9 laadN9 Loading Loadng
Alum.Tube ,. g� .� g ung p & arg a$ gy$ til .� .zyg: p p xag ,. ..
Mullion g. C4 m
8�' � � fi $� fi �•g � _� �$ 5� °$ � 6$ fi fig fi� � fi� � fi� .� fi $g
42N 111.01 408 129.6 332 93.2 408 115.5 325 79.8 400 107.6 321 69.9 400 104.4 319 021 408 104.0 319 55.9 408 104.0 319 40.0 408 104.0 319 39.9 400 104.0 319 35.0 400 104.0 Me ,U W
48 h 74.9 312 83.6 265 S24 312 73.4 252 53.5 312 67.0 ?A6 49.8 312 632 246 41.6 312 61.3 244 37.5 312 81.0 244 51.2 112 61.0 244 28.0 312 01,0 246 211 312 61.0 244 � S
60.625 In 63.9 281 70.0 234 63.2 281 61.6 220 45.6 281 65.7 224 39.9 261 52.1 222 35.6 261 60.1 220 31.9 201 49.3 219 20.6 281 49.3 218 228 251 49,3 Me 20.0 201 49.3 21g W O O
641n 62.6 247 57.5 207 419 247 49.8 202 37.6 247 44.8 199 32,9 247 41.5 196 20.2 247 39.4 184 26.3 247 30.4 193 21.9 247 38.1 163 18.6 247 35.1 193 16.4 247 38.1 193 m M F-'
S60 in 35A 200 41.2 170 32.0 200 35A 166 27.4 200 31.5 163 24.0 200 28,9 160 21.3 200 27.1 159 19.2 200 25.8 157 18.0 200 25.0 158 F- � .J.1
631n 33.1 181 35.3 165 27.6 fat 30.3 152 23.7 181 26.9 149 20.7 181 24,5 146 10.4 101 23.6 144 15.0 181 24.7 143 7
65 In 20.6 165 30.5 142 24.0 155 211.1 139 20.0 163 23.1 1311 16.0 165 21.0 434 Z 1 �?
72 In 22.2 139 23.3 120 18.6 1311 19.8 118 15.9 139 17.6 fie LU
78 In 18.0 126 18.7 190 15.7 125 10.6 1% ic53
791n t7.5 110 16.2 I.
TABLE 16 ANCHOR CAPACITY ADJUSTMENT FORMULA: �.Z 00
Anchor Capacity Table(lbs) ANCHOR CAP.„,,,,,,, MCD a
8011roto 2,7k Caaslolo 3.5k Cane. Haa-CMU FEW CMU PTWOW Metal (OP e)X( >=ANCHOR CAP.,•, •N B 6
5H6'Eko 1/4.9S Eko 51116!Elco 174'66 Eko WO6teel Y1291aN 1112'ted MULLION CAP.,F,,,,, W
Anchor Type: 3f 1B'Eko U11ewn 1!4'Eta Umaom 3116'Eko to nocw 114'Eko UMcm (Y X Y `L
AnehorC.11p Patterns Macon AoG.Gelsr Unman Aggmtlelor Screw(G5)Screw(OS) screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR N N
Edea asNnce MT 1' 1350PA
1• 2-17 Mrr 1' Mir 1' 2-17 2' Mir 7 0.48' 0.54' 0.32P CAPACITY REQUIRED'CORRESPONDING TO AN U x Q
EmbW-nt M] 1.314' -I-V4' 1.314' 1-W4' r 1-114' 1414• 1-114' 1.114• 1.114' Me 2- 18f8' 14W lades ACTUAL PRESSURE REQUIREMENT FORTHE O O
2 Aoctnm®4.75'Min O.C./S1.Mgd or Offset Clip(Fig.17 390 ms 450lba 890 ms 1544 ft 2701bs 280 1b. 354 W 740 @a 3741be 664 tm 946 ms 341 ms 442 Ne 560145 OPENING,WHEN IT IS LOW ER THAN THE MULL{ON EL C s- Z r1I (n
4 Pnot o®1.15'Mtn O.C./Standard(a 011set)Cep fig.27 480Ibs WA WA WA WA 38016- WA WA WA wA WA 6821bs 665116 1120 W CAPACITY(FROM THE TABLE)OF THE SELECTED ;t � �
4 Anchors®3'MIB O.0 f(2)2m Mille Olps I(Ftp.31, 700 m, seo ma 150010s 1890 ma 5401bs 5601bs WA 750 Ws 748 iM 6901b. 1892 1b. 652 lbs 00518 1120 Jos MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anchors®0.45'Min O.C.f U-Clip.Inlo.12V Alum.(Fla.4) WA WA WA WA WA WA WA WA WA WA WA WA NfA 715 IM CAPACITY WHICH MAYBE USED TO QUALIFY
1 ArxMr/F-CUp(Fp.5L 19515o 225%1 4459n 522 ms 135 R. U01w 17rma 37a m9 18711, 1321be 473 m- no lee zzl ins Zea tOs ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchae 1.15-MN.O.0/F-0 .11. 240 to WA WA WA WA IgD lbs WA WA WA WA WA 31110e 1421De 51100» ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
• • • PRODUCT REVISED
• . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with the Florida
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .� 1.000• �- Building Codd
Accep1911m No '�8'�`
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. -� Ex Tran D3to
FIGURE& D
_ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. y
• • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000Miami o Troduct
'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. .125'
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED \> •• .[F
FIGURE4: FIGURE 5: FIGURE& CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED :i��••'�O,FI`1SE
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE6063-T5 AND BEA MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEATX.125! C:• r U5
• ( ) 1'X 2' MULLION vio,,787
THE MATERIAL.#KO S#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S S OR AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST
S3S CREW THREADS BEYOND _ r•;/)� I� 41
OF
r Cid^ rLOPiDA' �C9
A LYN(�'Aj R;A\.E.
FL P.E.#58705
TABLE 2A
Mullion Capacity Table Ibefft2 AIR
Open Ing Width(for wAiea"panning mullions)or Opening Helght(for horizonlatyspennI g mUlbns) I,,e
501n 60m 7019 801n 9019 I 100 in 1 120 in 14019 1001n a
O
Reclargulor I Ttap7Tdare. Re01mg for TmplTdano. Rmlagular Traprildong. Rectangular Traprida111 Reelangular TraprTnere. Reetalgular T.rdmg. Reclan9ulat Tnap?dang Recl4rell To Omit. Rxl.rgal5r 7raplydeng. u
1%271.378 Loadirg g$Laadlnga Loading LoWlg Loading LoaCirg Loafing i-.1ne Loa6ire Loadire Loadig Loading Loading LmM6g Loading Loedinp Lnedhag Loadire ox w
Ajum Tube I I!
Mullion
o � m �
421n 170.0 8.10 170.0 435 151.3 682 170.0 476 129,7 662 170.0 506 113.6 602 169,11 618 10x9 662 t6ag 617 99.8 662 16&9 517 75.7 682 168.9 517 S49 032 1099 617 667 662 1698 511 W
40 In 121.6 60T 136.0 418 101.4 607 119.2 410 80.8 607 100.7 403 76.0 507 1026 399 67.6 507 09.6 307 60.0 607 89.0 396 50.7 501 99.0 390 43A 501 99.0 393 300 607 99.0 386
50.626 In 103.7 466 1146 370 894 456 09.9 371 74.1 450 90.5 364 1148 456 04.6 See 57.6 455 81.3 357 51.8 466 80.0 355 412 456 80.0 358 37.0 456 60.0 350 324 456 80.0 356
5419 65A 400 93.3 338 71.2 400 60.9 370 61.0 400 72.7 322 53.4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 35.6 4D0 61.6 313 30.5 40.0 61.8 313 20.7 400 81.6 313 W p
6019 623 321 66.9 276 61.9 31A 675 270 445 324 51.2 261 3aB 327 46.9 280 348 32A 43.8 257 31.1 324 420 256 290 $24 496 263 222 324 405 253 19.5 324 40.6 253 hCID
63 in 53.8 294 57.4 252 40.6 294 49.2 248 38.4 297 43.6 241 33,6 294 39.8 237 20.9 294 37.1 237 20.9 297 35.2 232 22.4 284 33.5 230 19,2 294 314 230 16.6 294 33.4 230 7
'S se in 4aS 268 49.6 230 39.0 208 424 225 334 265 37.5 221 29.2 286 341 211 260 260 3t.6 216 234 268 29.8 212 19.6 268 20.0 210 10.7 268 27.7 209 14.6 268 21,7 209 �•
72 in 38,0 225 37.9 196 30.0 225 322 Jet 25-1 225 28.4 108 22.6 225 25.6 185 20.0 225 23.6 182 18,0 225 221 180 190 225 20.3 177 129 226 19.0 176 113 225 19.6 176 N W
76 In 30.6 202 320 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 151 17.0 202 19.7 185 16.3 2D2 15.4 163 128 202 'IS.7 160 10.9 202 15.8 150 9.0 202 16.6 150 Z
co
41.1
in 28.3 192 29.3- 168 236 7B2 25,7 165 20.2 192 220 162 17.7 192 tg7 159 16.7 1921 18.1757 14.2 182 16.6 155 11.0 192 1S2 152 10.1 192 144 150 99 192 14.2 150 ¢ 7 Q NC3
1918.5 144 19,0 128 16.4 144 161126 ZZyZ19 162 127 15.6 113 U, t �O
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N °?N c
Anchor Ca 0.o Tebte Ibe ANCHOR CAP.,,„,,,,,, _ X
Subotmte; ZRI)muele 3.5k Co.. HaaonCMU Filled CMU PT Wood Mewl (DP)X ANCHORCAP.,�, N N y
MULLION CAP.,�,,,,,,)
A
nchor Type; 7116'Elco U91aca1 111'Eke Ulha:on `•JIB'Eko 7115'Elco Ullrec0n IM•Elco l0hecon 114•S9 Elm 611W Elm, VV SS Elm 1110 SIce( h2 gleol 812 Sled (..7 K Q O (:
Anchor Clip PaltemUQmcan AggreGefa Uuewn A11Qrn0emr screw{G51 so,en(G5) scrnr(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Q
Edge Distmce Ont 1' aur 1• 2-11•r 3-tr6• 1• 2-Ur r 2-1rr r 3-116• r 0.48• 0.54' 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN a g Z�•O e
Embedment(hit 13,4` 1.314• 1-714' 1574• r 1-114• 1.114' 1.114- 1-114' t•114' t7 Y 1510- i:MV Lades ACTUAL PRESSURE REQUIREMENT FOR THE i �
2 Anohom a 4.75'Min.Oor 092el alp(Fg.1): 3Wlbs 39011. 450 ms 690 Is trio l4 270103 280 lbs 354 me 74011,1 3741b3 664 be 9451ba 3411bs 4421b3 56DIba OPENING,WHEN IT IS LOWER THAN THE MULLION
CAPACITY FROM THE TABLE OF THE SELECTED m
4 Anchors®1.15'Mn.D.C. 4ralsd)0.q(Fig.2Y. 46011,3- 700 Ow WA WA N/A WA 380 k3- WA WA WA WA WA 88213 06513 11201.3 ( )
4 Mdwf6 3•Min. US le aipe t(Fq.3t 160 lb. 700 lbs ON too 1560Ie 18911M 54011,5 560103 WA 780 lbs 740 lbs am" 1892Ie 6821D5 5861bs 1120 M MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 AnchZZAS•MIn.O. to.125•Alum.(Fig.4); WA WA WA WA NIA WA WA WA NIA WA WA WA WA WA 7 CAPACITY WHICH MAY BE USED TO QUALIFY
=hor/F-Cap(Ftp.5t 195 No 19611,3 225lbs 445 Ib3 6221he 135IM 140 I3 177lbs 3701b3 ten lbs 332 Ibe473105 170 Is 221 Ib3 290lbs ADDITIONAL ANCHOR OPTIONS FROM THE
2Amhar .O.C.1Fal F ,e; 24015 75011,3- WA WA NIA WA 190103- NIp Wq WA WA WA 111,3 M21be 680103 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: VRODUCT RBVMBD
. • • • as complying wi7ha9Fio7ille
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Deild'u7g Code
• Acceptance 7Vo I -OJL j
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000'
'� � ExptTetion Dale (
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. BY
FIGURE 3: Muunr 1!7adtcl
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 11 I I I)
• • • •
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 2.000'
-23. ( LY)Jfq
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I \�` t\ON.••• •••.n.ze
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED - 1i:• No.50705
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T5 AND BE A MINIMUM OF.125° - t
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2'X.375-MULLION
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND --0 b
THE MATERIAL.410 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. :�()'•, ST:ff F ��V�
UU��11��11 UU__..JJll__� '�E^''•.!�:CORK)�,.•'���',;
A.LINN M1411FI P.E.
FL P.E.#68705
TABLE 3A a Rl
Mullion Capacity Table lose) _� 72
Op th(for vertically-span rigmulllan9)orOpeningHelght(farbo92onaly-sparWrgmulions) tet
601. SO in loin 601n go In t001n 1201. 140In 160 in a. p
R4ctengaler TreplTrIang Reclanadar TmiaTfle R dmg. Roctengdar Treprtnerq. RectengNar TnpRdang. ReaerglAer TreprTdarq. Rectlnpder 7reprrdeng• Fiectengular irepTlsng. Rectenguler Treplydang. p
1 x2.75x Loafing
Load
Loaene Lnedng WAng loadno Lwdng Leadna Inadna Loading Loading Loading Loading Loadna Loafing Loafing Loadn0 Inadng Sx
.376 Alum. -
Tube L ,. .. & .. .. '� ..
Mullion 's g , 1 11 � � @ �� __ g s � � �� N
Tall
7� 1!
$ $ B E fi gy p+. fi yet E fi � � yet.$i�L[ E �p Eg fi� �{BqT $8�p7 }pt$$$ �I }fit��gg 8 6� $µ•@ g d d �0 3d G d8 d d i S d1 f 3i did �I d8 o did SSI did �€ ad 5� �� �� a �t__^� OWr
42 In 170.0 020 170.0 435 170.0 741 170.0 478 170.0 968 170.0 508 170.0 902 170.0 619 170.0 Hifi 170.0 621 170.0 1240 170.0 621 145.7 UJI
1301 170.0 621 127.fi 7301 170.0 627 If t.6 1301 170.0 521 7v'SV J �+yl jE
48 in 170.0 706 170.0 62! 170.0 050 170.0 581 170.0 B92 170.0 610 470.0 1153 170.0 B6f 161.6 1139 170.0 077 138.6 1138 770.0 660 173.9 7139 170.0 680 87.6 1139 170.0 Sea 65A 1139 170.0 680 {�r � cc �
50.625 In 170.0 747 170.0 683 170.0 888 170.0 631 167.6 1032 170.0 664 148.8 1032 170.0 723 130.5 1012 170.0 747 117.4 7032 170.0 758 97.9 1032 170.0 765 53,9 1032 170.0 756 7J.4 5072 170.0 756 /- 7 w O O
5{N 170.0 707 170.0 812 161.3 007 170.0 691 130.2 907 164.7 730 120.9 907 152.5 720 107.5 007 145.0 711 88.B 907 USA 710 80.6 907 140.0 709 69.1 607 140.0 709 60.5 807 1400 709 1/7� v m O f
so 141.1 735 151.5 625 117.0 735 130.3 611 118.0 Ell 68.2 759 106.2 690 70.4 735 89.5 503 70.5 735 95.1 615 58.8 735 91.8 67! aO.4 735 91.8 67{ 44.t 735 91.8 014 ,,,CCC/// F- (0 j
{{ 8301 127.9 060 130.0 570 101.8 668 141.5 657 57.0 868 8.9 047 76.2 660 90.1 638 67.7 659 53.9 631 60.11 666 Tall 526 50.8 668 75.8 52t 43.5 666 75.0 521 36.1 660 75.6 621 ?
b, 108.0 807 1124 522 89.3 607 08.1 611 7 65.0 601 88.2 607 77.7 493 56.8 607 713 468 53.0 807 01.8 461 44.2 607 11.1 470 37.0 607 82.7 !74 33.1 607 82.7 474 EL
ul E�p
721. 613 610 65B 443 66.0 510 73.0 ql 68.3 111 81.3 426 51.0 610 57.0 419 45.4 510 53.3 413 SD.6 510 50.0 405 34.0 1110 479 402 292 510 44.4 399 253 510 M.J J99 ? J rT �W
761n 69.4 458 72.5 400 67.8 458 61.7 322 49.6 450 54.1 363 43.4 458 16.8 '378 36.8 156 44.8 373 34.7 466 41.6 Sea 2&9 458 31.7 382 24.8 458 36.0 359 21.7 458 35.7 358 -J8. a�
11 In 64.2 435 87.0 361 63.5 435 58.8 373 45.8 435 49.0 388 40.1 435 44.7 360 35.7 435 40.9 355 32.1 4% 36.1 351 28.8 435 344 344 22.9 435 326 341 20.1 435 32.2 340 {--
20 M 41.8 327 43.1 200 34.8 327 304 285 29.9 327 31.8 280 28.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 288 17.4 327 21.0 262 14.0 327 19.3 266 -/ ' ZQ I- Z N O
Be In 34.4 281 35.4 257 26.7 287 RB.B 252 24.6 287 28.0 248 21.0 2117 23.1 244 19.1 287 20.8 240 17.2 287 10.3 237 14.4 257 18.9 232 ~ d m0 a�
rn x o
108In 2l.2 227 21.7 205 202 227 20.6 201 17.J 227 10.0 190 15.1 18.0 193 W
Ellin 227 215 227 1W 15.8 215 18.1 191 16.9 215 16.6 188 04 Y
1201. 17.6 181 17.9 181 UAfl X Q
TABLE 3B ANCHOR( ADJUSTMENT FORMULA: OL"� Z O O
Anchor Capacity Tablefibs) ANCHOR CAP.,-,- �� ko�
S.W.W. 2.7kConcrele 3.5kCone. H.1mO4U FI6edCMU PTYWsd Mehl (DP-)X� )=ANCHOR CAP- ^j 0=mg0_
5116•Elco 114•SS Eko 5116•Elco 114•SS Elco 610 Steel X12 Steel 012 Steel MULLION CAP.,e,,,a, gE g �8�
Anchor Clip Pa8ern6 anenorType: 311E Eko I9lraoon IWEI..UIt.- UlbaconPUS
o Ullracon WE UOmcm Agom0alor LAIratan Aggreeelor screw(G5)Se"L05) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Whinge(hik 1' 2-12' 7• 2-12- 3-116' 2-12' 1• 2-Err r 3.118. r o.46- 0.54• 0.324 CAPACITY REQUIRED"CORRESPONDING TO AN
Enbednent(h 1314 1-34• 1-311• 1-114 r MW 1-114• 1.114• 1-1N• 1.114• 2' 731E 731E %edea ACTUAL PRESSURE REQUIREMENT FOR THE
z Anclme 4.7EMIn.O.C.I SIWWdp Offset dip .1' 390®5 450I6a 690 lbs 1644 WS 260 W3 351 W8. 740 ba 37410s 664 n8. e4slba 341 We axles sea lw OPENING,WHEN IT IS LOWER THAN THE MULLION
4 anchaa 1.IS Min.D.C./Standard(or Olhel)Clip LFIO.27 4B0 700 W7 WA WA WA3EOIIm WA WA WA WA WA see t� s lm 1zo CAPACITY(FROM THE TABLE)OF THE SELECTED
6829. B851ba 11z0os MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anchor®0.15'Min.O.C.I U-alp.Into.125•AkIM.(Fla.41 WA WA WA WA WA WA WA WA WA WA WA WA NIA 7151ba CAPACITY WHICH MAY BE USED TO QUALIFY
I Anctarl F-Up(Fig.5k 195 Ds 1951bs 225 Ws 445168. 8221tm 140[be 1771hs 3106m 107[be 3321ba 473 W8. vo Ws z2t lm 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE
2A1cMre 1.15•M6n.aC I Fal Fig,6: 240 Iba JW Qn WA WA WA WA 190 W. WA I WA I 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
�/ m complying with Lbo Flarl&
BuildNg Cade O�Q•
Acceplmlcc No 16- 03
FIGURE I: IW)2)
ENOTES: BkpimttonDatc 2p$1
E SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE \ ���( IY;" :l/"
FIGURE 3: ••••..
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21 23. 2.750" a�\•'' \GENSC'••
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 `T
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FELL D
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -37y'6° •-0 / CL
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 -�Q•'� 8bAir F I'
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045°THICK(18 GAUGE),STRUCTURAL STEEL TO BE 1•X 2.75'X.375'MULLION '•�` F (+•.•' '�•.
• . LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYON •��`� •. (OR70• `�9;
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S.OR 410 S.S. �/,%S/•' A G�.`
Af 4�t ry)Mk4ER;P.E.
FL #58705
TABLE 441
Mulllon Ospacky Table Ibef e
OpeningWidth(for%si5ca*sparrlrgmtllom)orOpenlnpHalyht(for lnriznrlaYysparr rgm/Iare)
501n 601n 701n so In Do In I 100 in 1201n S/Oln Ie01n
R%tengder Tr Real Ire VA. pR Tmp7T mpfT g angular PR o ~
1%2.76x �°�' 3n9dar Fralan8 Reaten901ar 71ap/91eng. Reale r Tm den0. Rwleng/la dere. RederWler T don Rect9nguler Trep71%en9• Real Tm dale. Redengnder Trep/Men9• o� �
Loading LoeAnp Loading Loading Lo3dyq Loafing LoeAng Loadin0 Loading Load
Loading LoadDn9 lAed4n9 lneAng l.oedlrp Loading Loading Loading e; v
.96ttm. .. �a a„ n a.. a •�.. •rs a c'. .-. u.
U U V V C O C V V U U O U U Uv Sm F
U)
�. Ill
LU
421n 170.01 820 170.0 43S 170.01 7404 170.01 478 170.0 868 170.0 508 170.0 992 110.0 519 170.0 1116 570.0 521 170.0 1240 170.0 521 170.0 14U 170.0 521 156.7 1820 170.0 521 130.0 1620 170.0 521 J W
48h 170.0 700 170.0 624 170.0 850 170.0 5841 170.0 992 170,0 630 170.0 1133 170.0 601 170.0 1275 170.0 871 170.0 1117 170.0 680 111.7 1417 170.0 860 121.5 1417 170.0 000 105.3 1117 170.0 NO
S U)
SO- In 170.0 747 170.0 553 170.0 098 170.0 631 170.0 10,18 170.0 864 170.0 1185 170.0 723 162.6 1286 170.0 747 146.3 1280 170.0 756 121.9 1208 170.0 750 701.5 1208 170.0 7511 01.4 1268 170.0 758 LU o o Q
541n 170.0 797 170.0 012 170.0 B50 170.0 891 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 t70.0 537 120.6 1130 170.0 558 100.5 1130 170.0 581 88.1 1130 170.0 e81 75.3 1130 170.0 661 M N
50in 170.0 885 170.0 701 148.5 DIS 182.3 711 1256 816 141,5 718 108.0 915 1323 71S 17.6 016 123.0 728 87.9 915 118.5 720 73.2 015 114.4 715 02.0 015 114.4 715 54.0 015 114.4 715 J
U)
e3in 151.6 030 181.8 710 120.5 830 1348 894 108.5 530 1232 081 91.9 670 1122 670 81.4 030 104.6 602 759 030 BOA OW 63.3 830 94.5 819 54.2 670 81.1 649 47.4 830 01.1 649 Z W g m
t
ffi 00 h 132.1 757 140.0 850 110.0 757 110.0 836 8{.3 757 105.8 824 02.5 767 96.1 814 734 757 81.1 800 88.0 757 81.2 800 650 761 70.0 693 17,2 757 7fl2 SBt 41.3 757 78.2 501 ? ar
S 72In 101.7 036 100.8 552 84.0 038 OLD 510 727 070 60.1 530 63.0 036 722 521 58.5 038 60.5 614 50.8 030 02.3 506 424 630 57.2 500 30.3 636 553 407 31.8 030 SSR 197 §G
Jo oZ
P 781n 85.5 571 00.1 408 72.1 571 78.0 4eB 181-r. 71 07.1 471 64.5 571 60.6 471 46.0 571 55.5 454 43.2 571 55.6 459 30.0 571 47.0 451 30.0 571 14.0. 147 27.0 1771 41.5 M0 Q
2 711, 50.0 512 83.1 471r25.1
542 70.8 465 67.1 542 62.1 456 50.0 512 Sii 449 44.4 512 51.0 N2 1a0 512 17.6 437 333 542 42.0 429 211.0 542 40.6 425 25.0 542 40.1 423 z 4 N
901n 521 407 53.7 361 407 45.4 355 3T.2 407 39.6 349 32.6 407 373 343 2a.0 407 32.1 338 20.0 407 29.6 331 21.7 407 28.1 327 18.0 107 24,1 322 16.3 407 23.0 310 'qZ00
BB H 421 358 44.1 320 356 37.2 314 30.7 356 32.4 300 26.8 350 28.6 304 23.8 350. 26.1 300 21.5 358 24.0 280 47.8 355 21.0 268 13.3 356 19.2 264 N
XJ1 ffi�B
108 In 30.1 203 30.6 255' 283 258 251 21.6 253 22.5 247 10.0 283 10,9 2N 16.7 253 10.0 210 16.1 243 16.6 237 w LD
r Y Y
711 h 27.8 297 2fl3 242 267 23e 230 10.1 217 20.6 23s 17.3 207 19.3 231 15.4 267 18.5 220X719223 209 . 719 158 205 15.7 228 16.2 202 Q 0
� Z
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 �
Anchor C acl Tableib6 ANCHORCAP., ,'- -S{
9eb91mle: 2Tk Concrete 3.5k Comm NoII wCMU F/led CMU PT Wood Mete) IDP,)X( >=ANCHOR CAP.,,,
5`10'Eko 1/1'99 Eko 5118`Ek. 1141'SS Eko 910 64ml 012 310.0.1 012 SteN MULLION CAP. ,„,
Anchor Cllp Patterns Anat.rtype: 3118'Eko UlUaaon 114•Eko Ugocan Ulbacen 3/16'Eko UIUacon 114'Eko UNracan Ag9re0afor u9mcon A9peGalor scar.(65)6cmw(GS) Screw(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Distance(r,Y 1' 2-12 1' 2-IR' a4w 1' 2.1Q• I` 2-frr T 3.11 r 0.46` 0.54` 0.324 CAPACITY REQUIRED'CORRESPONDING TO AN
£mbedmmt MY fa14' 1.314' ta14 t-314` r /-1/4` 1-114' 1.114' 1-114' 1.114 1.114- r Ial6' tale• eadea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchore®4.7YMIn.C.C.I Standard or O0ael Clip lL 390ba 3901ba 45016s 6909. 1044 m3 270 to$ 2801DS 354 Iba 7401ba 3T41ta 6641. 9lsibe 341 IM 4210a 500 toa OPENING,WHEN IT IS LOWER THAN1HE MULLION
4Anahom0I.15`Mk.D.C.1Standard(a4OHe0CUP(Fla.2Y 4501bs 700 too WA WA WA WA 380 On WA NIA WA WA WA eatba sl 1t2oms CAPACITY(FROMTHETABLE)OFTHESELECTED
4 Andiora®3`Min.O.C./(2)245 An91e Cl"7(Fig.3Y 700 9. 780 the WO M 1560109 1B961be 640 ba 560lbs WA 7601bs 745 HIS OW Ibs 1692lbs 662 ma a0. 1120 ibe MULLION./T WILL YIELD A MINIMUM ANCHOR
2Anct.m®0,45`Min.D.C.I Ufl'p,I fo.12Y Alum.(FIB.4Y WA WA WA WA WA WA WA WA WA WA WA WA WA 715 We CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anabor/FC1*ft III: 195Ibs 195103 2261b3 445 me SM me 1351ba 140 Ora 1779. 3701b3 IB71bs 332lbs a3lbs i7o e. 221 tb3 280 too ADDITIONAL ANCHOR OPTIONS FROM THE
2 AncMm 01.15`Mir.O.C./F{71 (Fig.GY240 to$ 350 ib3 WA WA No WA 1901b4 WA WA WA WA WA 341 Bu1 4421b9 580 Y. ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT 9 D
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. v cnnnplyin8avwLthtlh9co Flt%ift
Boild'un9Code \(' !
-ib2A • 3
FIGURE 1: FIGURE 2: TABLE NOTES: Acceptance NILS?7l
-•� 1.000' '--- P.3piration DaI.
/
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r M+mn `\dep��Iffl 7!/7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. YNAI
FIGURE 3. ; *0 •%........�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" Q�~,•' ,CENS,
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •'.:T
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7c: No.58705 _
ANGLE CLIP MUST BE USED 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 5r�g• ;-13
41/1' f (Y'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED '� `..3•, �!( ` 7/J,
FIGURE 4: FIGURE 5: FIGURE 6; YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF,125' 7 STAT-OF 41/=
t�1I•��f THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT •'•.,F(OFt104'.•' (•�~�
® LEAST THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.e50'MULLION i�i5'p -••••'
THE MATERIAL.N70 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. it/7�./()IJA1-���•
frl11lt1`5
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 5A aRA•
Mullion Cap!cRy Table(­) � ##c
Opening VI(for vertleWspernigindlom)orOpening HpM(for la wrtelry-3paMlgmUllorls) lid'
A'gc
501n 80 N 701n 601n 90 h too N 1201. 140 In 1601n o
Roclan0.da haprT0arlg. Raotanguler he ftn9. Rootangular lltprniag. Ractwier Trapfideng RadW.pOa TrepROatg. Redortptaer TrepFTlarg. Reaangtler hepRdenp. RxWglter TrapR0elg. Raclen¢dar h�lidulg.
T, Loading
Loading Loading Loading Loading Loading loading Loading Loadng Loading Loading Loading Loeding Loading Wadine loading Leading Wading LoadFq a� U
600"A1Um % a 2- F Fc P Ps F a a P
Tu139MuR � "sB 8 � � ��' N
S m
Lg� ,,RR$d a }fit$5R dee�1 .g@¢ .g §e 9 �y�• yet$ n 5 ER 'Fti.ggy� fi SRS�C 95$ $ ¢ yip+,x�, & {fit @$$ o }t U) rn W
IL 1 d� F did dC Z d ,L N
42 In 170.01 820 170.0 435 170.0 744 170.01 476 170.0 888 170.0 We 170.0 992 170.0 519 170.01 1110 170.0 521 170.0 1240 170.0 521 170.0 1458 170.0 521 170.0 1735 170.01 521 1 154.E 1 1002 110.0 521 W
45 In 170.0 705 170.0 524 170.0 650 170.0 601 170.0 892 170.0 630 170.0 1137 170.0 891 170.0 1275 170.0 677 170.0 1417 170.0 880 157.7 1577 170.0 690 135.1 1577 170.0 660 118.2 1577 170.0 860 .. N
60.825 In 170.0 747 170.0 583 170.0 696 170.0 871 170.0 1OWN 170.0 664 170.0 1195 170.0 723 170.0 13{5 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.5 1485 17o.0 755 108.3 1485 170.0 756 W CD� Q
64 In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 003 186.1 1401 t70.O 837 149.8 1401 170.0 858 124.6 1401 170.0 Sgt 10B.8 1401 170.0 581 03.4 1401 170.0 MI m M ~
So In 170.0 085 Vile 701 170.0 1053 170.0 107 158.5 1156 170.0 375 138.7 1153 137.0 928 1233 1150 168.6 011 111.0 1753 140.7 010 926 1156 144.5 903 79.3 1150 144.5 903 09.4 1156 144.5 903 F Q J
831. 170.0 030 170.0 745 158.0 1049 170.0 550 137.0 1049 155.5 800 119.6 1040 141.7 816 106.5 1049 172.0 6J8 85.0 1018 125.6 928 78.9 1048 110.3 820 83.6 1019 110.0 619 50.8 1018 118.9 819 U
--
Be in 160.6 655 170.0 789 139.0 955 15%.3 501 119.1 955 133.7 758 1012 965 121.{ 775 91.0 955 112.6 765 83.4 955 100.4 757 69.6 055 99.0 749 59.6 B55 98.7 746 521 955 85.7 748 W v
72 In [27.7
603 134.9 087 107.0 503 114.9 662 91.0 803 101.1 870 80.3 803 81.2 559 71.1 SO] 57.9 819 81.2 303 70.6 612 57.5 003 MZ 632 454 503 894 628 10.1 BD3 88.7 927 Q J Z
781. 721 114.1 629 01.0 M1 97.0 616 76.0 721 35.1 805 86.3 721 73.5 395 80.7 721 70.1 536 64.6 Ml BSA 670 15.6 721 59.4 569 39.0 MI 58.9 591 34.1 721 53.4 633 J ccc777{
78 In 864 105.4 599 04.2 801 811.4 507 722 604 76.4 576 8&1 884 704 667 58.1 654 64.4 536 5o.5 084 59.0 551 42.1 684 54.1 541 30.1 664 51.3 538 31.8 064 50.0 534 Z Q 10
901n 614 67.9 456 51.8 514 67.3 448 47.0 514 60.0 440 41.1 514 44.0 433 38.6 514 40.5 427 320 614 37124811.6
614 33.0 412 23.5 514 30.4 400 20.8 614 29.0 403 h 2-2) Z G
08In 452 55.7 404 45.2 452 47.0 306 36.7 452 40.0 320 31.0 452 36.4 364 30.1 452 J2.6 373 27.1 152 30452 20.6 385 19A 452 24.2 558 18.9 152 220 355 to &C r
1061n 357 36.0 322 M.7 357 327 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 I9.D 357 20357 16.0 203 13.0 357 10.2 287 11.9 357 15.0 263 N
lit In 330 35.6 308 28.2 338 50.1 301 25.0 338 2B.t 295 21.8 333 23.1 282 19.5 330 20.3 266 173 336 10338 18.6 278 12.3 315 14.3 273 11.0 338 IJ.6 289 fh y "
120 N 299 2&.2 253 23.1 288 23.7 259 16.8 289 20.5 256 17.3 289 18.1 252 15.4 289 15.3 240 13.0 269 14269 128 240 0.9 269 11.4 230 8.T 299 10.4 232 Q X Q 1.9 O
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z yin' �.p
AnchorOe aG Table 1611 ANCHOR CAP.,,a„",sot60ale 27a tMrae 351,caI4. N ow WIU Faedcmu PTw0w Maid (OP„)XANCHOR CAP.,,, A
91a EIED 94.636x0 911;6k0 1121 SS Elco 910 Elea tl1251a1 N12 sial MULLION CAP.,m.,,,,
An6hotCllpP611em3 AnctwTfflar E111VA
000r4cm tlrEKOU6racon ulmon YtaElcouSmcm vd•ExoURracon AgpWatt USaxon Agg/cGaor Scam(05)Scre6(G5) Scrn(G57 USE THIS FORMULA TO OBTAIN THE'ANCHOR
E olslaaeO2-v2- 1• 2412- 31/a 1• 2-v2- r 2-1121 r diva r 0.48• 0.521 0345 CAPACITY REQUIREWCORRESPONDING TO AN
Emoeonad n taro 132-4' taro 2- 1-114' 1.114- 1-114' 1.114• 1.114' to/4' r 1.3111• lair vales ACTUAL PRESSURE REQUIREMENT FOR THE
2Anctem0 MIT 604 G.C.I StaNao orOmet (R 1 3900 450 MS 890165 1644103 270105 200 Ins MAI us 7401a 314103 6641m IDS 4425. OPENING,WHEN IT IS LOWER THAN THE MULLION
4Me0a1®1.15•Mas 0.C.191aIGaN(or0oSe1)C�(R02) 70D k5 NIA WA WA NIA 380 As NFA WA NIA WA WA 602DS 68.563 112D Ila CAPACITY(FROM THE TABLE)OF THE SELECTED
4"--@-.
Anclmn®3'Mtl.O.C.1 M 2c5 ArykCPls 109%3X 78096 9Bo lbS 15M 95 1806 kS 540IM 661 ISS NIA 760105 748109 e6Dna IB921W mD5 665 112085 MULLION.IT WILLYIELD AMINIMUMANCHOR
3Aate9a OAS'MIn.O.G.I UCOP•04o.12a Alum.a WA NIA WA NIA N/A WA NIA WA NIA WA WA NIAWA tOTJ 9Et CAPACITY WHICH MAYBE USED TO QUALIFY
1 ArcMrf FC9P MoeT 196105 225 as 445Im B22m %asks 14005 177 D5 370IbS 18711A 3321b5 47311. 170mS 2211011 0103 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Am"01.161 NIL O.CJ FC Otq� 240103 35D Ina NIA WA NIA N/A Igo 160 NIA WA NIA WA WA 3!795 452 Ds Its ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCT RGVIS61)
AS complying with the Florfb
H 1.000'�I R9ildillg Code
Acceptanro No 14-15 21$.03
FIGURE I: FIGURE2: TABLE NOTES: notion Dale fpsi
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1''u DadoPloOutt
11151111lr)7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 9125" Olay
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 'ti�,,-'�1GF•51Sp•'•�F'P`
• • • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ( •%E�:
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i. N0.56705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDI
Q
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE
FIGURE
-0'• IJ b /u!--
FIGURE 4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" %�� [- 1
1'X3.126'X.5'MULLION :i7t�'•. �_
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.SH THICK N GAUGE),STRUCTURAL STEE S B BEAT (, ) �" •Ar.OR14,r:•'�G .
1 VF MULUON
LEAST.125"THICK AND 430.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '�C s •••• \•
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /IIIq�0N1 M-
A.LYItIOWLER,P.E.
FL P.E.#58705
TABLE 6A x
Mullion Capacity Table IbaV �x� u
Opening Width(forvarticar"paraing muillons)or Opening Height(for horizonla*spanning muftions)
6044 Gain 701n 00 In 901n 100 In i2oin 140 In teoln a
Reclonpdnx TraplTdarg, ReclOnpiar Trap/Tdeng, Reciangofar Tlwrdatg. RoctangLiv TroprTdang. Reelanguiar TropRaang. RegangJnv TmplfdePa. Rectangular Trq#Tdarg. Ragangider Traplydan9. Rectangular Tr1pr111•g. rd
4
1 x4x.125 Loading leading Lading Loading 1.aodin0 Loading Loading Loading Loading Loading Loading Loading Loading Loading L.oadlnc Loading Leading Loading R>: '1'• V
'Mum Tube P
Mullion i#� $ � LI �a � � I � as I �g H m
z �is
o r
42 N 170.0 620 170.0 435 170.0 744 170.0 476 170.0 669 110.0 6014 170.0 992 170.0 510 170.0 1116 170.0 621 170.0 1240 170.0 521 t70.0 1450 170.0 521 145.5 1189 170.0 621 127.8 1180 170.0 521 W
45 In 170.0 706 170.0 521 170.0 640 170.0 681 170.0 99'1 170.0 630 170.0 1133 170,0 681 170.0 12m 170.0 817 150.3 1107 170.0 BBO 150.3 1303 170.0 680 111.7 1303 170.0 680 87.7 1303 170.0 080
d
50.0251n 170.0 717 170.0 56J 170.0 890 170.D 631 170.0 1046 170.0 861 170.0 ties 170.0 723 166.1 1235 170.0 747 140.5 1236 170.0 756 117.1 1235 170.0 766 100.4 1235 170.0 756 87.8 7235 170.0 756 W O o
641. 170.0 797 170.0 612 170.0 B56 170.0 8B1 170.0 1116 170.0 761 151.4 1158 170.0 903 137.2 1158 170.0 B37 123.6 1155 170.0 858 1024 1188 170.0 981 66.2 1165 170.0 981 77.2 1160 170.0 001 O (-
M
11 In 170.0 687 170.0 781 166.7 1042 170.0 797 142B 1042 161.1 832 125.1 1042 118.7 614 111.2 1042 138.8 Set 100.0 1042 130.2 791 83.1 1012 125,1 162 71.6 1012 IZ6.7 782 62.5 1012 126.1 702 F J
BSN 17D.0 870 170.0 715 1$1.2 992 163.6 816 12g.0 092 144.4 799 113A 092 131.0 782 100.8 Bpi 111.4 768 90,7 092 114.8 750 75.6 192 108.1 745 64.8 992 100.0 744 68.7 992 108.0 744 � J
p
66 In 185.4 047 170.0 769 137.0 947 148.0 788 115.1 947 130.3 768 103,4 917 117.7 792 91.9 947 108.7 738 62.T 047 102.2 727 814.9 947 95.1 713 50.1 017 94,0 111 51.7 047 94.0 711 Z U7 i m
F2w. C7 ez
J 7244 175,9 &9 1427 737 11J.2 619 1N.fi 722 87.0 819 100.9 708 81.8 819 984 698 76.3 819 68.7 686 81,9 BIB 82.7 876 6a8 849 75.3 859 16.6 819 726 652 126 a1B 724 dist ?
7944 116.6 782 120.7 665 98.3 762 102.8 G52 626 762 80.0 640 72.1 782 aD.O 628 84.2 762 7{.2 CM 67.6 762 89.2 613 45.7 782 82.8 601 41.3 762 59.9 697 36.1 7B1 694 585 J (73 Z
Q J r
Z 701, 108.9 724 117A &14 09.0 M4 94.8 621 76.3 724 82.0 800 66.8 711 74.4 699 6BA 724 68.1 591 53A 724 63.4 583 44.5 724 57.3 673 38.2 724 54.3 567 33.4 724 53.5 565 F J r
80 N 89.8 619 71.8 483 68,0 513 80.7 471 49.7 6q 62.9 468 43.6 613 47.1 158 Jag 613 128 452 34.8 513 39.5 416 29.0 BIJ 34.9 438 244 513 51,1 130 21.7 617 30.7 42fi Q Z N O
B8 N 57.3 47a 58.9 427 47.6 470 49.7 419 40.9 478 43.2 4l2 35.6 470 39.6 406 31.6 478 VIA 400 287 478 320 395 23.9 478 25.1 368 20.5 478 26.6 380 17.9 47a 24.2 376 N N� �O
IOBIn w] 371 41.1 541 33.3 371 51.8 335 18.8 771 30.0 130 25.2 377 25.6 325 224 377 21.0 321 10.1 377 11,0 317 18.0 377 18.0 310 14.4 377 17.1 Sd (n
1111n 37.1 357 37.14 523 30.9 357 31.8 37B 28.6 J67 27.6 313 232 351 24A 309 20.6 357 22.0 305 15.6 367 20.1 301 16.4 357 17.4 294 X
12044 28.1 308 29.6 V. 24.5 308 10.1 271 21.0 306 21.7 270 fa3 308 18.2 267 16.3 308 17.3 263 U V Q y
x _ ?
144 In 17.0 212 173 196 1
4d <o Z rA
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: a m a N
m�
Anchor C act Table ba ANCHOR
S.I.Inle: 2.711 Carnral0 3.5x cane. Hollaw CMU FWWCMU PT wood Mete1 (DP,)X( =ANCHOR CAP...
5116•Eko 111.69 Elm WISEl. 1/P 69 Elea ll0 steal 01261ee1 1129111 MULLION E2.-::-:f)
AnehorCllp Patterns 1i"hOf�'� 3//e-Eke uflraeon iN•Eko Uitreean Nnocan Yts•Eko UlBecon 114•Eko Utpecan AW.cator UK-on Agg.Gsl" screw(05)Sorew((35) ecrew(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge Oislanoa(lot 1• 242' 1. Fire sue• 1• 2-12' I. 2-VY r 3.1/8- r 0.48• 0.61- Oaz4- CAPACITY REQUIRED'CORRESPONDING TO AN
Emb2dip-d(ink ta14• 1.317 1.314• fad• r 1.114' 1.114• 1.1114• 1-114• 1-114• 1.1/4' r tare- tale- varies ACTUAL PRESSURE REQUIREMENT FOR THE
2Anxhom Q4.76'Min.O,C./Stmdend ar Cleat CBD(FIA.1823 500 b9 7801be 1•A ba 890Ibe 18141oa 270160 280Ibe 3511es 7401ba 57110e 0841b5 eta 106 3411es 44zbs 5601ea OPEN ING,WHENRIS LOWER THAN THE MULLION
4 Anoka.Q 2,2Y Mtn.O.C.l Slandard(of OOset)CBp(Fig.3): 700 The 7001ba 560 lbs 1001ba e52 be WA See be WA 630 we- WA 580 to. WA 682[be 885lbs 1120 ba CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Ambore(91.16•Min.O.C.1 Standard(orONei)ap(Fig,4) 060 we 140011,3 WA WA WA WA 760 IDS WA WA WA WA WA 1783 b. pro ba 27Aobe MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchors Q 3-MIn.O.C.1(2)2X5 Angle Clips I ft.5k 7801hv 780w 68o r. two ibe IegOBts 640 be 5601bs WA 760W 1481W awibs 1s921bs egg lbs mite 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY
0 Anchors a r Min O.C./ 2x5 Anglo Cape/ .Sk t1711ft 11701b0 1 1020 On 23401ba 2844 to 810 Ito 640 ba I WA 1140Ibs 1122 Ore 13201,6 28381oa 102211M 13271,9 1680 W ADDITIONAL ANCHOR OPTIONS FROM THE
4 Amnon;(9 0.47-MN.O.C.1 U.Cp,In1a,125•Aken.(Fig.73 WA WA WA WA WA WA WA WA WA NIA WA WA WA NIA 14301oa ANCHOR CAPACITY TABLE FROOUCT REVISED
2Anelw®(9 2 2V Max O.CI F121D(FI3 Bk 350We- 350 We- 290lba 7051bs 478 b0 WA 2e01ba WA 315 ba WA 440111. WA 34110.9 44Z 1ba 580IDs as C rnrlyi.8 with the norift
4 Anchors(9t.IV MIL 0.121 F-Wp(FIp.91 480 Its 700 VA WA WA WA WA 380@9 WA WA WA NIA WA 6029u 8851bS 1120 tea 17uilding Code
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -"1 1.000' r- Ac�:ptance Ny1(o-6ZIS,O-3
Expirafim Ua1e 240L(
TABLE NOTES: By
FIGUREI: FIGURE2: FIGURE 3: FIGURE4: FIGURE B: FIGURE 9: hbami de►�?�(11 5{
• • • • • • • • • 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. 0 - ;: 111��i1��
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
• • • • • • • 4.000° ••'it
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES lo.501105
BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOWFIGURE 5: FIGURE 0: FIGURE 7; SUGGESTED,APPROXIMATE HOLE LOCATIONS. a. s' TF -
TO
Sr 4 SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDSr,+ <U
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED YELLOW -.125' %�^�,.•'•.,1'LDR\OP.•,•\��`i
SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125•THICK.STEEL L -7- .S�t,. .•'-'•..STUDS To BE A MINIMUM \•,.
CK
ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO OMMETAL HALL EXTEND E 33 AND.045THICK AIT EAST 3).STRUCTURAL STEEL TO BEAT SCREW THREADS BEYOND HEM MATERIAL#10 1& i /1 j`1 r nn)/,�`P.E.t X 4'x.125 A.LYNN BILLER,P.
#12 ANCHORS INTO WOOD MAY BE STEEL,7&8 B.S.OR 410 S.S. MULLION
FL P.E.#58705
TABLE 7A • `
Mullion Capacity Table IbsMe n
Opening Width(forverticaly-spemilg mullols)or Opening Height(for hon2ontaly-spBming mu6ons)
So in 801n 701n SO in 90 In 100 to 1 1201n 14o In 160 in
Rectangular 'ftwff ding. Rectenpufer TrapRderg. Reclenpllar Traprrd.ng. Rectangular Trapfileng. Rectangular ReprTdang• Recta or Trep/TdenO• Raolarguler TraWd.ng• Rectangular TrapRdang• Rectangular TmprTrieng.
R Kw
1 x4 x.376 Luedng Loading Loedrg Loading Lwdtrg Loading Loading loading Loafing Loading 'Lowing Lowing loading Loafing Leading l,oe®1g Loading Leading �Y V
Alum.Tube a r a a p a S a a a �• 1145a
a a&"T'" v Illon
Mu
• 6� d@ rc 3 dda� d LD
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 688 170.0 506 170.0 992 170.0 619 170.0 1118 1700 521 170.0 1240 170.0 521 170.0 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 J UJI40In 170.0 706 170.0 524 170.0 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 f27fi 170.0 877 170.0 1417 170.0 680 170.0 170.0 850 170.0 1987 170.0 860 161.8 2024 170.0 60.623In 170.0 747 170.0 683 170.0 898 770.6 631 170,0 1048 170.0 SBI 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 110.0 756 170.0 170.0 768 166.0 1919 170.0 756 136.5 1919 170.0 766 � n 07 054In 170.0 797 170.0 gig 170.0 955 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 BDI 170.0 1434 170.0 837 170.0 1594 170.0 056 159.9 170.0 661 137.1 1799 170.0 601 120.0 1709 170.0 881 M MO601n 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 Woo 674 170.0 1/17 170.0 944 170.0 1594 170.0 906 155.5 1619 170.0 1033 129.8 170.0 1083 111.0 1819 170.0 1063 07.2 1619 170.0 1063 � to J631n 170.0 930 170.0 745 170.0 1116 170.0 550 170.0 1302 170.0 940 170.0 1468 170.0 1015 160.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 186.6 1156 100.7 1542 167.0 1187 86.7 1542 167.9 1157661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.0 1472 170.0 1088 142.8 1472 166.6 1146 128.6 1472 158.8 1130 107.1 117.0 1100 91.8 1+72 148.0 1104 80.3 1472 140.0 1101 (U�
m
721n 1740 1067 170.0 670 170.0 1275 170.0 1009 150.8 1320 168.2 1101 1320 1320 149.9 1082 117.3 1320 137.6 1088 105.6 1320 1266 1049 880 1320 117.0 1074 75,4 1320 112.6 1013 56.0 1320 112.6 1012 ? Wa
J 781- 170.0 1171 170.0 937 149,6 1184 159A 1013 128.2 1184 139,8 994 112.2 1154 125.7 978 99.7 1184 115.3 984 89.8 1184 107.5 952 7(B 1181 97.6 615 64.7 1184 93.1 927 50.1 1184 923 926 J to Z
F 70 In 786.1 1124 170.0 967 138.4 1124 147.0 966 118.6 1124 126.8 947 103.8 1124 115.6 931 92.3 1124 105.6 910 03.0 1124 98.6 008 69.2 1124 89.0 890 59.3 1124 04.3 691 SIA 1124 83.2 a78
1
90 In 108.1 644 111.6 760 90.1 844 94.3 730 77.2 8M 62.1 724 67.6 844 73,3 712 60.1 844 60.6 702 54.0 8M 61.4 693 /S.1) M/ 54.2 676 36.6 844 50.0 668 33.6 0M 47.7 662 7 ¢ N O
Q Z c O
98 in 89.1 742 81.5 683 74.2 742 77.2 652 83.8 742 67.2 641 65.7 742 59.8 631 40.5 742 54.1 622 M.5 742 49.5 614 37.1 742 43.6 SM 31.8 742 39.5 500 27.8 742 37.5 664 N LO
100 In 62.6 US 63.9 530 62.1 506' 53.6 521 44.7 566 46A 513 39.1 588 41.4 505 34.8 680 37.3 498 31.3 566 34.2 492 70.1 556 29A 481 22.3 568 26.6 472 10.5 560 24.7 488 M e+
1111- 67.6 555 66.8 $03 /8.0 655 49.6 496 41.2 655 42.9 487 36.0 555 38.0 480 32.0 655 34.2 473 25.6 555 31.3 467 24.0 653 27.1 457 20.8 555 2+.J MB 10.0 559 22.4 442 � x Y
1201- 45.6 475 46.{ 433 38.0 475 39.0 428 32.8 475 33.7 /20 28.6 175 28.11 414 26.3 476 28.8 409 228 475 24.5 404 10,0 476 21.1 395 16.3 176 167 JBT 14.3 476 17.2 301 V X Q y j
1441n 26.4 330 26.7 303 220 330 224 301 1S.9 330 19.3 297 18.5 3J0 17.0 2BJ 0.e�
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: mlJ
AnehorC eel Table Ihs m�
9utntrete: 23k CorcrMe 3,5k Cane. Hollow CMU Fled CMU PT Wood Metal (DP_)X_ANCHOR APP.,-,-,)_ANCHOR CAP... � �
3118'EIC. 1/4'SS Elco 511W Elea 114'68 Elca 610 Steel 812 Steel 012 Sled MULLION CAP.,,-,,,•„
Anchor Clip Patterns Anchalype. 3r18'EkoNuacon 1!d•EkoUnrecm U16xa1 3110'EkoUlbaan I..-Ul6econ A*SSaim Ullmeon AggraGatm Sam(G5)ScrewlG5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Distance tiny 1' F2'.
1• 2-1/Y 3-118' 1• 2-11r t• 2-1/t 2- 3.1x0' 2' 0.48• 0.54' 0.321• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment BnE 1.314' 1-14' 1.314' Y 1-v4• 1.1x4• 1-1n• t•v4• 1•iM• 1.114• r fare tare• 9erlea ACTUAL PRESSURE REQUIREMENT FOR THE
2 pncaasg4.75'Mtn.O.C.1514MerdaOffset Clip(Fig.162k 390 Me450100 0900. 1844160 ZJO 9s 2BOlas 354 IM 740105 3741he e641bs 94BM 911ba 4421ao 560 VA OPENING,WHEN IT IS LOWER THAN THE MULLION
4AWhoB®2.25-MW.0.C.I St=derd(cr06seU Clip(Fig.31 7009- 5901Ds 1410[be 952 ms WA 560]be WA 630 ms WA 890 lbs WA 602lbs 085[be 1120100 CAPACITY(FROM THE TABLE)OF THE SELECTED
0 A00mea I.15•Mn.O.C.I Strndard(or00ee0 Cop ft.4} 960 he WA WA WA WA 760 The WA WA WA WA WA 1J6J9s 11709. 22409- MULLION,IT WILL YIELD A MINIMUM ANCHOR
4 Ancien,a 3-No.O.C.I R)215 Anglo Clips I(Ftp.5); ?SOYA 6111)lbe 1560[be IBM 9s 540 Ms 56016. WA 760 91746163 Soo lbs 169210. 682!as 665163 1120 Ne CAPACITY WHICH MAY BE USED TO QUALIFY
6 An.lnre 19 31 Mln.O.C.I(2)915 AnOla CUp9((Fq.8); 1170163 I=las 7340 Me 2844 be eto los 840[be WA 11401ha 112210. 1320 9E 2838 i6e 1022 8x1 1327103 16BO the ADDITIONAL ANCHOR OPTIONS FROM THE
4 h.Mn®OAS'Mh O.G I U47p,kb.125'Alum.(Fq.77 WAWA WA WA WA WA WA WA WA WA WA WA NIA 1430 roe ANCHOR CAPACITY TABLE.
2 Arc.@ 225'Min.O.CJ F alp iFq,Or 350 93 2'.be 7051x- 476 f N/A 280168 WA 315 rM WA 440169 WA 341 1ha 442/6. 580 bs PRODUCT REVISEDithdw
4 Andras®1.15'Mn.O.C./F01p(Fig.91 450160 70010. WA WA WA WA 380163 WA NIA WA WA WA 6529. 05593 112093 ascomplyingiln5 with Yro Florida
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' 1.000. Building Coda /
-'1 � '� �"� AcoeptenceNol6-0218�21
E pi0-1 Delo
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mlani do Product
• • • • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. %01111111,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
11
1 11
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4.000" '1-'•
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" - .
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NG ,aUlO ,
FIGURE 5: FIGURE 6: FIGURE 7: ft:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND (j0.• I41• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE ;y1' t b DY +(!_
• • • • zz
PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0ALUMINUM SHALL BE �:. •••
6063-T5 AND SEA MINIMUM OF.125'THICK.STEEL STUDS TO SEA
A MINIMUM GRADE 33 AND.045' ,375" 373 i tC �''•.•.•.•.••••'
LS,
THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS
ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 1"X 4'X.375' 1•X 4•X.3751 A.LYNNIMILL�'F�,P.E.
ANCHORS INTO WOOD MAYBE STEEL,1&8 S.S.OR 410 B.S. 'T'-MULLION MULLION FL P.E.#56705
TABLE SA
Mullion Capacity Table Ibsf
Opening Width(forvedicaly-sperWllg mthotls)or Opening Haight(for hodm4aaly-spanning mU4on9)
50 In So In 70 In Be In 901n 100 in 120 In 140 In 160 in SL
Recten9ullr Teplraane- Reden9dar Treprlllen9• RectenyWet Trep/Td4n9• R.Wgul TreprtBa+p. Ralengd., Tnprelarg. ReelenVar Tapr7asne. Reatengul TepRaanp. Rxtaneda I'mWil4ng. Rectw2.1 7repn0arg. lea:
9.26"x Laaarg LOaang Loadn9 Lmang LOaaln9 Loearg Loean9 LOaan9 Loadhe Laaanp Loaane L.oaarg LaaanO Loeanp 1ltean9 ��9 IoaanO LwOne
3.188"X _ F _ .b' F LL
.286"Alum _ § ..
rubeMU11 a� � a a �g � a �� a �� N
a as a a s a a9 a as a a a a �� m
` b .6� 5 $ $� $ t? $ Y .$ a. 6¢' � 6Q• b� h� 6ff b•� fr� �- F-
1 1 � a II 11 41 IX� Ill 71 1� �� �� �� � �� �� �� �I �A �� I� II Ill 11 s� i� �� � �a I� z ��� N
421m 170,0 620 170.0 435 170.0 144 170,0 418 170.0 888 1700 508 170.0 982 170.0 619 170.0 1116 170.0 521 170.0 5240 170.0 521 110.0 1416 170.0 521 170.0 1735 170.0 521 151.0 1769 170.0 521 O
48 5. 170.0 708 170.0 621 110.0 650 170.0 581 170,0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 600 154.8 1348 170.0 680 1327 1545 170.0 660 116.1 1549 170.0 660
50.825 In 170.0 747 170.0 653 170.0 898 170.0 631 170.0 1018 170.0 694 170.0 1195 170.0 723 170.0 1345 170.0 747 107.0 1468 170.0 768 138.2 1486 170.0 758 119.3 t466 IWO 758 104.4 1488 170.0 756 W o$ O
64 In 170.0 701 170.0 812 110.0 958 170.0 891 Woo 1116 170.0 764 170.0 1276 170.0 803 163.1 1376 110.0 637 148.8 1376 170.0 856 122.3 1376 170.0 601 101.0 1376 170.0 Sell 91.7 1376 170.0 661 m O h
co
60 In 170.0 805 170.0 701 170.0 1083 170.0 797 15&9 1158 170.0 676 -1 Me 1158 187,4 830 173.6 1168 156.8 919 111.2 1155 IWO 912 82.7 1155 141.6 905 790 1158 144.8 905 89.6 1158 144.6 905 f'• W O J
631n 170.0 930 170.0 745 160.1 1031 170.0 650 137.2 1051 155.9 682 120.1 1051 1420 048 106.7 1051 132.3 637 96.1 1051 125.7 830 50.1 4051 t19.5 822 66.6 1051 119.1 525 60.0 1051 118.1 021in
661n 187.1 957 170.0 789 139.3 957 151.0 505 119,4 957 131.0 790 104.4 957 121.6 777 92.8 957 112.6 787 83.6 057 106.6 769 69.6 957 100.0 760 59.7 957 98.9 148 52.2 951 68.9 740 Z J
9 721n 1247 804 135.2 898 107.3 601 115.2 684 91.9 501 101.3 871 80A 801 91.4 680 71.5 804 51.1 650 64.4 801 Tore 843 53.8 801 72.3 633 46,0 801 59.9 829 40.2 804 69.8 626
761n 109,4 722 114.4 830 91.2 722 97.2 618 76.2 722 85.3 008 680 722 76.7 696 60.0 722 70.3 668 54.7 722 65.5 560 45.6 722 596 570 38,1 722 6&7 565 34.2 722 5a.2 564 J O
3 Q r
'� le In 101.2 665 105.6 600 04.4 685 59,6 588 72.3 88S 78.5 677 63.3 803 70.6 666 68,2 685 84,5 680 60.0 685 80.1 657 422 885 54.3 543 39.2 865 5fA 577 31.6 685 60.7 b38 f-• N
901n 65.8 813 68.0 457 54.0 51$ $7.5 449 [211.2
515 50.1 441 41.2 515 44.7 434 30.0 615 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 r
615 30.5 107 206 515 29.1 404 Q X Z N O
961. 54.3 453 650 404 45.3 463 47.1 397 453 41.0 391 33.9 453 380 385 30.2 453 330 379 27.2 457 30,4 374 228 453 16.8 368 453 24,3 380 17.0 4!3 229 358 p g
1061. 38.1 358 34.0 323 31.8 338 32.6 316 355 26.4 313 Me 358 26] 308 21.2 355 227 301 19.1 35b 10.0 300 16.9 358 15.0 293 WIII In 35.1 338 35.8 306 20.3 738 70.1 301 338 26.1 201 22.0 338 27.2 203 19.5 315 20.9 299 17.6 338 19.1 265 X 1201n 27.8 290 2&3 264 23.2 290 23.6 260 290 20.6 256 17.4 290 18.2 153 13.4 290 16.4 249 V N Q O O
144 M 16.1 2e1 16.3 169 d 2 Z VJ (A
TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA �� t�t
AnchorCa acl Table Ibs ANCHOR CAP. ,, , o a�a�
SMI.le 2.7K COMM. 358COnc. HOA9w U F9kdCMU PTWOOd Meld (DP)X( �=ANCHOR CAP.,,,
6116 Elco 114'SS Eko 1916'Eko ilq•65 Elco 010 Sled 012SieN 012 Sled
MULLION
AnehorCllp Pettema •1101 KNIA
w UArxm 114'EkouMrecon U9remn 116•Me l0r.. i/4'Eko UMM AeQeGdnr UAracoo A,r S.S la =1 (65)Screw(GS) Scwx(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dslance n2.11r 1• 2.11r 311a• t' 2-112' 1- 2-vr r 3119• r GAA 0.54• 0.1x.4• CAPACITY REQUIRED"CORRESPONDING TO AN
Erneednet n tme 1314' ta+e• 2 1.114' 1.114• 1.114• laid 1.114• t-tr4• r 1ya• 1;9a vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2AMrM04.78'MIn O.C.1StartladorOMdC t =NVAN/A
sn 89099 1644 bs 270MI 2a0 Me 354 ba 740108 W4 bs 66469 945 Me 1M9 4420- 650 We OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AMVM 01.15'Min O.Q I Standard(Or Met)C9p(R9$ WA NIA NIA $00I5a NIA WA NIA WA WA mens Sas 0- 1120 xe CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arct4fn®1Mn.O.C.I 216ArOOMP51 g.9' bs 1560 n5 IN6105 640b5 560108 NIA r6016s 748 lbs 860 be 7892M9 mins 865®s 1129 ns MULLION.IT WILL YIELD
4 Arcbong10.45'MIn0.C.1 Uc11p,Wo.125-Alum g.4 WA NIA NIA WA NiA WA WA WA WA WA WA W30 b3 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Ancinrl FCO (F1g 5) Ibs 445Ibe 872 oa funs 140ba 171 109 370186 597IDs 332 inS 473109 170 4280 b5 ADDITIONAL ANCHOR OPTIONS FROM THE
2Andma01AT Mtn O.C.1FLIP 9. 24044 WA NIA NIA t9D 158 NM WA NIA WA WA 311105 442 nor 560104 ANCHOR CAPACITY TABLE. PRODUCT REVISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as c.mplyin6 with the Florida
BnIf in6ceae►6-'021 0
FIGURE I: FIGURE2: f--1.250"--i P.i*il n Dal a• 3
TABLE NOTES:
X1621
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
BY.
ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. do rroa0n
17VIIIIrr/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS ISALLOWABLE, \\� ��(>rY
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEECLIP 3.188• ���,•'S�Gf:N) '•,FQ
ANGLE SHEETS 21-23•HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Alu.507G5
.265' �-
INPAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •:ICI-
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ./ / L• 7/
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T ST 1 L"
FIGURE 4: FIGURE 5: FIGURE 6:
• 6063-T5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND i. '•..`CO......•.j
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL 1.25'X-1186'X.265'MULLION ;�Vic,"•.,,,,.•• `�G
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.114'VF MULLION) '��� /01\[A%-.
ANCHORS
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN 1M)Lltt�t,P.E.
FL P.E.#68705
TABLE 9A
Mullion Capacity Table(lbdR') ry vl R€
Opening Width(for vericely-sparkling mullon6)or Opening H6lght(forhod2ont69y-sparring mi211ons) C! Q
60 N 601. 701n 80 in 90 1. 1001n 120 N 110 in 160 N �
R..I.Wul Tm don Ra�Un9uYr Tr 179 �° O
1.2g%9.20 g gJTdan¢ Wctm"lu TUORrYn9. RalmWar TrapRdang Pealm9ular TreplTdenO. (tact®INYr Tnpl7den0. Rectelqulor Tmpiniarp. ReclmrgiYr hapllmng Roele dor Tm dn0. 1-
laed"Mg Loadn9 Load.B LoedN9 L. Loedn9 Ladn Le 179 Londn9 Loodn9 InedN9 Loadnp Losdnp Ro�4 U
X.100 °� 9 ed'uq Ludiq L.&g L-d.9 Loafing Load
Alum.Tubo 2+
Mullion ti as z ca
a N
11 1 H ll 11 h42. 1 ITI I I 1
t„
/2l. 170.0 020 110.0 435 170.0 711 170.0 478 170.0 868 170.0 508 170.0 992 170.0 619 170.0 Ilia 170.0 521 153.3 1118 770.0 521 121.7 1116 110.0 521 109.5 1113 170.0 5x1 05.8 ilia 110.0 6z1 O W
401. 170.0 708 110.0 524 170.0 650 170.0 5l. 161.8 978 170.0 630 110.7 970 170.0 861 130.4 918 170.0 077 117.3 978 170.0 6110 87.8 97B 170.0 BOB 87.8 97a 170.0 6W 733 978 170.0 680 1
50.625N 170.0 747 170.0 503 170.0 898 170.0 631 160.7 927 1700 694 131.0 927 168.5 708 tt7.2 927 159.1 e99 105.5 027 156.3 696 87.0 927 158.3 695 75.4 1127 156.3 696 538 027 158.7 695 0 U)
64l. 170.0 797 170.0 612 154.5 089 1700 601 132.6 869 153.9 1183 115.9 BOB 141.6 669 103.(1 869 134.0 660 92.7 969 INA 854 77.3 889 128.8 652 68.2 869 126.6 652 57.9 689 129.6 652 W 0� Q
601n 1433 746 153.8 634 119.4 746 132.3 620 1013 146 117.6 608 89A 748 107.8 599 79.8 740 101.0 692 71.6 718 e8.e 587 58.7 l.8 83.3 583 St.2 748 eJ.3 593 11.6 14 1113 683 ? N
ppb 6JN 123.7 617 132.0 5711 197.1 1177 1132 566 88.4 877 100.4 655 77.3 877 91.4 618 69.7 077 85.2 539 61.9 877 61.0 534 61.0 877 77.0 529 41.2 877 78.7 529 38.7 871 76.7 629 1- (,) J
88 N 107.0 1117 711.1 530 88.7 617 97.1( 6111 76.9 617 60.3 609 67.3 617 76.3 600 S9.0 617 T2.6 494 53.8 617 88.7 489 44.0 017 64.4 493 35A et7 63.T 482 33.6 677 8J.7 482 � QW, �
g� 72N 82.9 616 87.1 150 69.1 510 71.2 110 59.2 516 85,1 472 51.8 SIB 56.8 425 48.1 518 54.2 419 41.4 610 60.1 414 345 518 46.8 408 29.0 518 15.0 406 28.9 618 15.0 405 Z N}Z6 ggg� yyg'�
6 76 M 705 485 737 406 58.7 ABS 92.8 398 50.3 405 61.0 390 44.1 465 49.4 384 39.2 465 45.3 378 35.2 465 42.2 374 28.4 485 303 3117 25.2 465 36.5 364 22.0 465 38.2 393
�i 76N 85.2 H1 68.0 397 51.3 141 67.7 3T8 d6.8 441 50.6 772 10.8 MI 45.1 368 38.2 411 11.8 360 32.6 4l. 38.T 758 21.2 M7 31.9 319 z7.] 4{1 33.1 348 20.6 411 32.7 315 d8
911, 12.4 33x 43.6 205 35A 372 31.0 289 30.3 332 32.3 254 26.5 332 29.8 280 23.6 331 28.1 T78 21-2 332 24.1 272 17.7 332 21.3 268 15.2 332 19.6 262 13.3 332 18.7 260 a 0 �
F- 0 a N
96 k, 35.0 291 35.0 2110 29,1 1111 J0.3 258 25.0 291 20.1 252 11.0 2BI T3.5 218 19.1 201 21.3 211 17.5 2111 19.5 TH 14.8 2111 17.1 278 12.5 291 75.6 232 Q a-• 0
feel. 24.6 230 25.1 2011 20.5 230 21.1 205 17.5 230 18.3 281 16.1 230 18.2 198 h X®Z 0
111 N 22.8 218 23.1 197 168 218 19.t 191 10.2 218 18.8 7111 11.1 219 14.8 1611 U) N 1/ 0 0-
LU Ili
120 N 17.6 461 18,2 170 14.9 167 15.3 187 X
10
U) (J)
U N Q 0
a
TABLE 98 � Z
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnehorCapec Table Ibs ANCHOR CAP.,„,,,,,
sIbslrel.: 2.7k Concrete 3.6k Cann. Hoi-CMU Filed CMU PT Wood Mehl (OP...)X( >=ANCHOR CAP.-
5110'Eloo 174'Ss Eko 5110 Elco 174'SS E1.0 a10 Steel 0I2 Steel 812 sled MULLION CAP,,,o,,,,,.
AnchorCllpPatterna Arch«type 318 Elcounme0n 1!/'EkoUlUaon UBUwn 3116'EkoUOecon 111'EIcoUBmcan AW.Golot Macon AOfteOet« Bee-(05)Sore-CGS) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Eg7o DYYrca 6nk
I. 2.11T 1' 24tr 3.178` t' 2.112• 1' 2-10 r 3-116' r 0.46' 9.54• 8.324• CAPACITY REQUIRED'CORRESPONDING TO AN
EmRtlment(m 1-v4• tali• N-AWA
4• 2' 1•i1C 1.114` 1.114• 1-111` 1-114' 1-114• r I-wr tare' `atlas ACTUAL PRESSURE REQUIREMENT FORTHE
2 Anchore®4.75-MN.O.C./Standard«o9ulaq(FI9.11 390 pie 390 r. W 16449re 2700. 280lb. 354lbs 7401ts 374Its am 1a+ 946 Me 3411bs 442[be 5801oe OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anctary®1.15•Min.O.C.l Stebdud for Oftel)CJq(Fig.21 48018.3 700the NIA *WA3881hsWA NIA NIA WA WA 6821bs B851bs 11209.3 CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Arch«°®3•MN.O.C./(2)2a5 An9N CIO I(Fq.31 78D lb. 7BO IOe W 11 OW self De WA 7801b. 7481bs 600 be 1W2 lye 6820e 8851bs 1f201be MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 ArchM®0.54'Min.O.a I U-00,N1o.100'Alum.(Fla.41 WA WA A NIA WA WA NIA WA WA N!A WA WA 950 0e CAPACITY WHICH MAY BE USED TO QUALIFY
t Archon F-aq(Fig.51 I951bs1951bs 1b9 022lb51400. 1171be 370158 187 lbe 332 me 47J ihs 17809 221 lb. 28009 ADDITIONAL ANCHOR OPTIONS FROM THE
2Arch«a®1.15'MN.O.C.I F-aq(FIp.B). 2/01bs 35019. A NIA 190 W. WA NIA WA WA WA 311 Wa 1411bs SBo e>9 ANCHOR CAPACITY TABLE. PRGDUCr REVISSD
m coin plying with the Florida
Buildu`g C {(o�dL1B•O
FIGURE I: FIGURE2: 1.250"- Acc!Bxpiml?on174nw
1e 40'11
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B
y
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI p9da hoduct
till
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1.YMf•;
FIGURE 3: -
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.25V `;; EN
CLIP
''•�Fl�
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '�•' j(`%
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i No,Ci8705 -_
IN PAIRS. A
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100, •• ��_
FIGURE 4: FIGURE 5: FIGURE 6; GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL :: r1•'.
8E PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %'j0 {{{ t; :•`{1
• 5083-T5 AND BEA MINIMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND
'011.1)•'•. F1.OR101�.•' f�_,.
• • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL ....• �-
1.25•X3.25•X.tOD' `ti
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION
1010 81112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S•S.OR 410 S.S. A.LYNN(v4LLPh,P.E.
FL RES 58705
TABLE M r
Muiiton capacity Table$balR1) �( y
Opening VNdth(forvadlce3y-gponaLng mUIlons)or Opening Height por110fizoT/e*Spendng mWiols) a G! <
so in 60 in 70 m so in 90 in 1001. 120 b 140 in 1601,
1$$%326 Rfcfan9alat TIWTI kg, Rfclangutar Twpfrdfng. R d.911-W Tr W&V. Rfet4n9etu To ptrd 6 taq" Tnipnfi g- Rfd tar Trf
Lfadot9 4Sad'ur Lfadn !1461. Lind" Lfadin Loafing teedinaq' Rt�y1 r Tta� 4n Rfc mgu 4'276..9. R4ttn.gniat TrapTrFngg. Reel"ea7 AaWriung. 4
%.620 9 9 0 n➢ 8 B a ad'ng Laaang landing Lfad,9 Loafing Loading In Loa6n0 LudmiL ��
AIum.Tabe Jfzl. .i ' am u i.. r� S� ,G 'S 5:
Mullion g, �.S 8G 'p @@ ASt C Sr �� P Ef k
ov 10
s g I --F (j) v ' w
z� a � �� s� �a �� �a s� fa ��. �� �� �3 �� �& �� Ed �� �a �$ ata �€ �a �� 80. �� �& �� �� �� � �� Ea �� •�� p r
421. 170.0 620 110.0 435 170.0 744 170.01 470 110.0 868 170.0 606 170.0 992 170.0 619 i7k0T ilIST170,0T 621 P70.0 1240 170.0 $21 170.0 1108 1700 522 1740 1775 170.0 621 174.4 1903 110.0 535 W
487. 110.0 705 170.0 $24 INA 850 170.4 581 110.0 992 170.0 630 170.0 1933 1170. 661 170.9 1 1215 1 170.0 677 170.0 1417 1760 680 170.0 1700 170.0 680 169,7 1979 170.0 No 1485 1979 170.6 600 a =
$0.625 In 170.0 TO 170.0 663 170.0 496 1100 631 INA INS 170.0 684 170.0 1193 170.0 123 17001 1345 1 t700 747 170-0 1494 1110,0 156 5760 1793 170.0 756 162.6 1877 170.0 756 1316 1017 1703 766
Win 1760 797 110.0 612 170.0 956 110.0 691 17010 Ills 170.0 754 17D10 1276 170.01 603 170.0 1434 IWD 037 110.0 1594 1110.01 956 INA 1759 $70.0 661 134.1 1759 17DD 061 111.] 1759 170.5 461
O F-
6010 1760 845 110.0 I1011710 1063 110.0 197 170.0 1240 Rod 478 RDA 14ti 170.0 U4 16111 1511 filed 995 M5.0 1511 170.01 1D33 120.9 15tt 170.0 1063 1016 1511 1700 t063 966 1511 111.0 1063 h tf) co to
Min 110.0 930 110A 746 170.0 1116 170.0 050 110.0 1302 170.0 940 155.6 1370 170.0 IDIS 1392 1)70 170D 1076 1263 137D 164.0 ID82 INA 1370 155.9 1072 59.5 1370 1553 laid 703 t3T0 1553 1070 W
e 66 fn 170.0 9T4 t70.0 769 170.0 it69 170.0 903 166.6 INS 170.0 t002 136.2 1248 168.6 1013 421.1 INS 141.1 1000 108.9 12;8 139.0 939 965 1218 130.4 970 77.4 1240 129.0 976 68.1 1249 USA $75
721n 181.81 INS 1 4700 978 1399 1049 150.2 492 119.9 1 1049 1321 575 101!.9 10119 119A 960 912 1049 104.7 B48 83.9 1049 1027 838 59,4 1049 94.3 f B26 69.9 INS 91.2 S20 USA 1049 St l 820 �
o T6 in 142,7 941 149.1 872 1189 941 126.8 895 101.9 911 1112 791 89.2 941 100.0 771 793 941 9I,7766 713 941 86.5 161 596 941 71.6 744 61.0 941 743 737 q.6 911 73,3 136 =
a z
P 78 in 132.0 844 137.6 783 110.0 89; 116.9 167 953 891 1024 1 753 82.6 891 41.5 740 73.3 894 81,1 730 66.0 091 78.3 721 SSA 846 70.7 701 4T.1 896 67.0 701 413 693 66.1 698
90 in 85.9 671 83.7 696 71.6 671 719 685 SIA 671 05.] 575 b7.7 511 58.2 %6 R.T Silt 529 558 13.0 671 48.4 651 35.8 tilt J3.t 639 30.7 671 39.7 511 269 671 31.9 626
961n 708 690 72.4 527 SSA 690 613 5fe 50.6 590 53A 509 H.3 690 47,6 502 393 690 433 494 36.4 590 39.6 458 29.6 590 34.1 477 25.3 590 31,6 469 221 590 298 464 M X
108 in 49.1 466 508 421 41A 46S 428 411 36.5 456 37"t 408 31.1 466 32.9 402 27.6 466 297 386 249 466 27.1 331 20-7 456 235 382 176 466 212 376 15.6 06 198 370 5>1 N a jir
1111. B.8 411 46.7 400 362 441 393 393 32.7 441 34.1 387 20.6 411 30.2 382 25.4 441 242 316 22.9 Nt 249 312 19.1 441 21.6 367 I6"4 Nt 193 356 14.3 111 17A 351 LU
tM 3n 36.3 37B 36,4 344 30.2 318 31.0 334 25.9 378 26.8 334 22.7 378 23,7 329 20.t 310 21.3 325 tB.1 37B 19.5 3I1 15.1 374 16.7 314 a X
144 in 214 262 21.2 1 242 176-1 262 17"8 239 153 262 16.3 236
d 4Y Q U) cri
p O
0. � in
TABLE 148 m0
AnehorcapacllyTable(Iba) ANCHOR CAPACITY ADJUSTMENT FORMULA: �`- M1O
ANCHOR CAP-,•,,,,,,,
5Wsirdt 2.78 Q7r41Bt0 35BConc. NtdOw tKtU FimedCMU pT WoOJ MHa7 (DP,,,)X{ �=ANCHOR CAP-.
Ula FRO 114.59E3c0&WE100 114'SSEI(o /105116 912 Steel 0125tee1 MULLION CAP.,.b,,,a.
AnehorCllp Pattema .074.027 type yts•ENotmmcm va•EkounMcon Uataca3t yta Elco USfam 114•EkoU4racOn ngg0Ga0r UNIDtp1 Ap}le(9a10r s22W tG5)Sam sccaf(OSI USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge c(sune r 2.1127 r 2.11r 3.114 1• 2-vx r 2.112• 2r 411.0• x 066• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Fm0ed0a0 tare• 144• 1-&4• 1314• L- I-14• 1-114• 1.174• 14114' 1414• 1-Ira• r 1330• lana Lams ACTUAL PRESSURE REQUIREMENT FOR THE
2Anctars 0475 MIrt
-().Qt Stan Ctlp 63G 17 0006S 390 MS 46009 890IM 164165 v665 2B0us 3W 6! 74010. 374105 664 Its 045 ms 341 R>s 4420. 550Ids OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AMWS@t.15•Min O.C/S(MMrd(W016t1) p(Flg 21 48D 65 700 ft NIA WA NIA NIA 380 as WA WA NOL WA WA 682®5 885 WS 1120M. CAPACITY(FROM THE TABLE)OF THE SELECTED -
4Arc"03•Mat O.C.f(A2t5A COpS1 Lgp 37 7006! 7001M 613065 ISM IM 10MIbS NO IDS 660605 WA 7601M 74865 aid las 1a9S10S 602105 8856s 1120105 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Arcton 00,641 Mn,O.C.IUC19,hlo.fOa AJtan,ff1043 NIA WA NIA WA NIA WA WA NIA WA NIA WA WA WA WA 9500A CAPACITY WHICH MAY BE USED TO QUALIFY
tArctsd'/FC (Fig.57 185 t5s 10565 2715105 445 ms B22 bs 1356s 140®5 177 p5 3701M toil bs 33288 4181bs 17092s 221 bs 260 IM ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anctm 01.117 MIA O.CJF 640 240 IDS 35065 WA WA NIA NIA t9D R8 NTA WA NTA WA WA 3216! 412 is 5601M ANCHOR CAPACITY TABLE. PRODUCT REVISED
as coniplyina with OA Fkhi&
Ouildin6 Cade S6�b ae'b
FIGURE I: FIGURE 2: A426
cclanc0111°
TABLE NOTES: t2W ED.
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION D
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0e
111111 171
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS iS ALLOWABLE. 1`• 1�(L iV r,J 2711
FIGURE 3: :
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3 2
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. No"5$705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND :.a•
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 4' 1
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 4 Sv TE6063-T5AND BEA MINIMUM OF.10TTHICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND ';'}i`�'•.">• f•.•'-'�
045•THICK 18 GAUL STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL r,�' .,tORtO„
( �• S
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 125"X 3.25 X.624' 272727`�J(}�.�
#10&012 ANCHORS INTO WOOD MAY BE STEEL,1&$S.S.OR 410 S.S. MULLION A./CYWW AILLih P.E.
FL P.E.#58705
TABLE 11A
Mullion Cepadty Table ObeA11) S
Opening MAddl(forvedlealy-spamingmdllore)orOpening Height(WholizortattspennIg mullions) to a
Gain GO in 7076 80m San 100 in 120 In 140 in too[.
r,f 0
726 x]bd Rammula TfWT,10". R4u.,QAa, Twp74Mnq R.0mCulm T,*Tda.g. R6N4ngdm TsoTdm�9. R4nang,46, T14pt7dm9- R0.1er uMr Trap/frfan0. R,.Iwq.W Trolifnno Ra044n90sr Tu 77danq. RetwSul4r Tavv"nq.
x.624 Lw�O Caad'np Cwd;Oq Loafing Laadtnq Lading LonSnq Loadtnq Loading taednq Caadinq Lo4d'eq Casdnq Loddnp Loucnq uld'im L.&q Le,dirp AY
A1Muinobt
2.Thk
u _ s�€ sg'E- r. _u IS Q) �Nk7i
m w
@& 31 $d $a .1a1 " 19 G B e3d
O
421a 170.0 620 170.0 435 110.0 744 1100 478 170.0 068 170.0 506 170.0 992 170.0 619 170.0 1116 110.0 621 170.0 IIID 110.0 621 1700 1408 170.0 521 170,0 1735 170.0 621 170.0 1983 170.0 621 J W
40 in 1700 708 1702 524,1700 650 1700 664 170.01 992 1170.0 630 1700 Lill 170,0 Set 170.0 1275 1700 677 1704 1417 1700 680 170.0 7700 170.9 680 170.0 1903 170.0 680 170.0 2267 1700 600 _j y
60AU in 170.0 747 110-0 567 170.0 096 110.0 631 170.0 1076 170.0 604 110.0 1195 1700 723 170.0 1366 1700 747 170.0 094 170.0 7S6 170.0 1793 170.0 756 170.0 2092 110.0 756 110.0 2391 1700 756 a m N
6410 t10,0 727 fI00 612 170.0 SSE 170.0 GSI 170.0 1116 170.0 754 170.0 1276 170.0 803 INA HA 170.0 837 IT0.0 1594 110.0 856 170.0 1913 170.0 661 170.0 2231 170.0 061 160.2 2407 170.0 061 m O c 0
601. 170.0 885 1780 701 ITU 1063 170.0 T97 170A 1240 1702 978 1704 1417 170.0 341 ITOA 1694 110,0 996 170.0 1171 1700 1033 tMO 2125 170.0 1063 14x3 2103 170.0 1063 129,8 2163 110.0 1063 h co
63 In 170,0 930 1701 74S 170D 1116 170.0 650 170.0 1302 170.0 940 170.0 1408 170.0 1015 1740 1671 110.0 1016 110.0 1059 170.0 1122 158.9 2060 170.0 1169 174.6 2060 1700 1171 11}.7 2060 170.0 1111 W
6610 110,0 914 170.0 739 170.0 1163 570.0 903 170.0 1364 170.0 loot 170.0 1558 170.0 1086 170.0 1763 110.0 1155 7704 1946 170.0 1210 143.0 1966 170. 1275 1I26 los t70.0 ties tOT,2 1966 110.0 Ina m
721n 1780 1063 170.0 070 170.0 1276 110.0 1009 170.0 1488 ITO.0 1126 170.0 1100 WU 1229 154,1 1734 170.0 1315 130.7 1734 1698 1386 115.6 1734 155.9 L364 99.1 1734 160A 1352 86.7 1734 150.2 1352 � J,r
a 7610 170.0 1122 170.0 977 170.0 7316 170.0 1020 168,5 1556 170.0 1209 H7A 1656 1668 1285 131.7 1556 1515 1268 111.9 1555 141.7 4251 983 1566 128.3 1279 942 1356 122.3 1219 73,7 1556 1212 1216 a.1 o Z
g781. 170.0 1151 174.0 961 170.0 1387 470.0 1116 155.9 1477 169.} 1245 USA 1477 IS20 122A 1212 1477 139-1 1206 109.1 1477 1295 1191 909 1417 116.9 3169 TV9 tilt 110.6 1168 60.2 1417 1093 it54
901n 142.0 1110 146.6 S06 1184 1110 123.9 968 101.5 11t0 tO7.9 951 030 1110 96.3 936 79.9 1110 87.G 922 71.0 1110 80.7 910 $92 lite 71.3 891 50.7 1110 SSG 876 44A 1110 62.7 970 2 Q p
90in ttLO 975 1203 872 97-5 975 101.5 856 83.6 975 88.3 642 732 975 78.6 029 d5.0 976 713 817 59.5 STS GSA 607 48.8 976 67A 709 tl.8 975 32.3 775 386 975 49,3 767 4 X '�.. C4
tee in 022 111 lifo 696 60.5 711 70.7 685 58,7 771 51.3 E74 SIA 771 64.3 651 45.7 711 d90 855 ;t,t 771 44.9 647 343 T!t 78.9 632 23A 771 35.0 621 25.7 771 32A 812 oO O
111 in 75.1 130A#4'.
631 130 650 650 63.1 730 56.3 640 47.3 730 49.9, 631 42.1 730 450 622 37.9 730 41.1 6N 315 730 35.6 600 27.0 730 31.9 509 23.7 730 29.5 set 69.9 624 49.9 ON 812 560 42.E 624 /43 SSY 31.5 621 39.2 544 33.3 624 35.3 637 30.0 624 37.2 531 26.0 624 21.7 519 21A 624 24.6 $09 16.7 624 22.5 501xQ1W(n 34,7 433 20.9 433 29A 395 24.0 433 25.4 390 21.1 433 22.4 385 183 433 200 391 17.3 433 112 376 .� N O
D m214 s.
AnchorCapealtyTe6le
TBE B ANCHOR CAPACITY ADJUSTMENT FORMULA: D:ma.
(Ibq /ANCHORCAP_ ��'�
suD4ltate 2.7xCUc1c4ge 85kCatc tidkwOAU F7Be0CMU PTWOcd mega
(OP<)Xl )oANCHOR CAP.,r,
516'EtCO 114'SS Eko 0118•Eko 11P SS EICo 01061ed 012Sten 012 Steel MULLION CAP.,,,,,,,,
An chorCllp Pellems pncl,arrype 3116-Elco Unman 94•EkUnmon ouerdton 3'1G Elco l4uaem 94•Eko Unrdcon
AggxGAar u664m AggmcAv St3Cw{GO}screw tG5! screw{.;3} USE THIS FORMULA TO OBTAIN THE*ANCHOR
EOX gslanxe 0n r 2.11Z 1• 1 2.921 33118' r I 2-9r t• 1 2.117 r 3.119' r OAS' SSV 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emtevnml 1414, tars' 1414• 1 141x• r 1-94' 1-921 1.114• 1-9e 1414• 4-114* r 1." tare' s ACTUAL PRESSURE REQUIREMENT FOR THE
2A0cUve 47&'Wr O.C.7S19nlaMwObetC i 390 its 39068 450 ms 800 m6 1644 fes 0b 2801m 354 ms 740101 374 les 664 ieb 946106 341 ms 442 me See,. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhas 1.45•lVa O.G 181m iGio v C (Fig 480 ms TOD RsUNIA .A
WA NIA 3e0 Re NIA WA N/A WA WA GS2VS 885106 SIM M6 CAPACITY(FROM THE TABLE)OF THE SELECTED
dAnetws 3'Mba 0.0.7 246Arpie / S 780ros 78066 1996 His 5401es 560 ms NTA 760 its 74669 Bea SO 16924.65 682ros 883116 112065 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AIx16rS 0.5;•MIrt O.G I UC Into.100'AlunL 4 NIA WA NIA NIA WA NIA WA WA WA WA NIA WA 126765 CAPACITY WHICH MAY BE USED TO QUALIFY
1Anehorr 95} 195. 193116 82280 13566 140Ra 11769 37ofts 19766 sszms 473 ms 17oms z218a 26016 ADDITIONAL ANCHOR OPTIONS FROM THE
2AN11013 1.15'H O.CIF-0tl a 2401es 350 MG NIA NIA 190104 WA WA NIA WA WA 341 ro9 4421e1 660 Its ANCHOR CAPACITY TABLE, PRODUCT REVISBD
as romrilyina with Wo FkxiAl
"250'_"
.250•- Building Code o
FIGURE 1: FIGURE 2: A..gW ncm No
TABLE NOTES.- Expi�Producl,
202.)
• • • • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2S FOR INFORMATION ByON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTAL ATION METHODS. Mi
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. .�� ly 1YNAll
FIGURE 3: 3.94'
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ti �•
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. '�' h1,J.5fl705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND y
FIGURE4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL
.,•j,•;�• FS 1ry�lt�
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE5:2101 f-.D• :/-'
• ! 6083-TS AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -624. <i•,'••,t=tURtt}I:'.••('ry��
i .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICKAND A36.ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
$ #40 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3.94•X.024' A.LYNN+MILL. R,P.E.
MULLION FL P.E.#58705
TABLE 12A
Mullion Capacity Table jiboWl e m
Y
OpenIngWldth(torwNcery-spanNngmuAonS)orOpenIngHelOM(torhorixoMe6y-spamllgmJllore)
601n 601n 701n Be in 901n 100 in 1201n 140 in 160 In
Rale. la! rT..
W 7tepr7den9. Racl9rpder Trep71gan9 Raelenpdar Trepll8erg. Reclerlg44er hapRdan0. Reclmrgute7 TnpRd•p. Reden9der Trepllden& Redengular 7rapfMarp. Redengdar helYldang Reclnp4er heplMeng. S
28411.28 laedng Loafing Loafing Loafing taadn0 Loafing LoedN9 I... towing Laadrg Loadn9 LoadnB Loading Loading Lowing Laadn9 Laedn9 Lsad� c a
Alum.Tuba x >: & F �' F :E' b• F i' Bt -,
Mullion
e 6 6 E § a � � s m
z �
42 in 170.0 670 170.0 435 170.0 744 170.0 476 170.0 ON 170.0 606 170.0 992 170.0 519 170.01 11111 170,0 621 170.0 1240 170.0 621 170,0 1488J'170.01 521 170.0 1735 170.0 521 170.0 1903 170.0 521 O W
461n 170.0 706 170.0 524 170.0 850 170.0 5114 170.0 092 170.0 530 170.0 1133 170.0 661 170.0 1276 170.0 OR 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 860 170.0 2267 170.0 680
60,6251n 170.0 747 570.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 T23 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1783 170.01758 170.0 2092 170.0 766 170.0 2391 170.0 758 = T.
541n 170.0 797 170.0 812 170.0 978 110.0 681 170.0 1116 170,0 754 170.0 1716 170.0 90] 170.0 1434 170.0 637 170.0 1694 170.0 856 170.0 1913 170.0 881 170,0 2231 170.0 861 170.0 2650 170.0 801 W 03 o 0
so in 170.0 089 170.0 701 170.0 1083 170.0 797 170.0 1210 170,0 678 170.0 5417 170.0 844 170.0 1$94 170.0 886 170.0 1771 17MO 1033 17D.0 2125 170.0 1083 170.0 2479 170.0 1053 160.0 2880 170.0 1083
631n 170.0 930 170.0 745 170.0 1118 17D.0 850 170,0 1302 170,0 940 170.0 1488 170.0 1015 570.0 1673 170.0 1076 170.0 1659 170.0 1122 170.0 2231 170.0 1169 768.7 2553 170.0 1171 145.9 2553 170.0 1171
66 In 170.0 074 170.0 788 170.0 4189 170.0 903 170.0 1364 170.0 1002 170.0 1588 170.0 1088 170.0 1753 170.0 1155 170.0 1848 170.0 1210 170.0 2738 170,0 1275 151,8 2437 170.0 1258 1329 2477 170.0 1238 - m
721n 170.0 1063 170.0 678 170.0 1275 170.0 11109 170.0 1468 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1485 124.5 2184 170.0 1529 109.2 2184 170.0 1530 Z m
9 W`
781. 170.0 1122 170.0 037 170.0 1318 170.0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1571 165.1 1880 110.0 1421 148.8. 1980 170.0 1505 123.8 1980 181.8 1614 106.1 1860 164.0 1635 929 1980 162.7 ifi31 ' d ° u` Z
f 76 in 170.0 1151 170.0 B6T 170.0 1301 170,0 1118 170.0 1811 170.0 1250 170,0 1(142 170.0 1769 152.7 1881 170.0 1474 IJ7,4 1681 187.1 1600 114.5 1681 t/i.J 1473 862 1861 139.8 1469 65.8 1681 137.8 1464
BON 170.0 1329 170.0 1144 149.1 1388 158. 1218 127.8 1398 1340 1198 111.11 1398 121.3 1178 99,4 1396 110.2 1162 68.5 1398 101.0 1147 74.6 13Ba 89.6 1122 63.8 1396 02.7 1105 65.9 1398 76.8 1098 Z J Q C3
981n 147.4 1229 151.5 1098 122.9 1229 127.a 1079 106.5 1228 5112 1061 02. 1178 88.8 1044 81.8 1220 69,6 1028 73.7 1229 62.4 1016 64.4 5229 72.2 993 62,7 1229 65.9 BR 48.1 1229 62.1 867 F ,•Z -C4 C
1061. 103.6 9T1 105.8 8R 06.3 871 69.0 882 74.0 971 R-2 849 64.7 971 88.4 a37 51.6 071 61.8 025 61.8 971 66.6 815 43l 971 49.0 796 37.0 971 44.0 782 32.4 971 40.8 TTI If) go y
III In 07.4 819 97.3 832 79.5 919 81.0 O1B 86.1 918 70,9 008 69. 919 629 784 53.0 019 66,7 784 47.7 919 51.5 774 39.7 910 44.6 768 44.1 019 40,2 742 28.8 Big 57.1 732 W d
X
120 h 76.6 746 78.6 716 1120 766 64.6 706 619 786 65.8 695 47.2 786 49.4 606 41.9 788 44.1 677 37.7 788 40.6 686 31.6 706 54.9 653 27.0 760 31.0 641 23.6 788 28.4 631 C y
1441. 43.7 648 44.2 504 36.4 644 37.0 408 312 546 51.9 491 27.3 646 26.2 465 24.3 446 28.3 479 21.0 648 22.9 474 181 SIO 18.6 484 15.0 516 17.2 455 137 546 15.5 446 Q N Q O O
BLE 12B AnchorCa aeI Table(16• ANCHOR CAPACITY ADJUSTMENT FORMULA: Z
ANCHOR CAP.,,,,,,,,,
SU89881e 2.7k Corcme 388 Cane. Nabs CMU FiSdCMU PTWo9U a.-
(DP..) )=ANCHOR CAP.,,, F ^' '
d1e F1co 114•Ss FJco BI6'Elco
UC SS Elco tl10 SIS M12Strtl MULLION CAP.,,o,,....
AnehorCllp Patterns AnctKr lYPe &18"0co uttmem v4'EaoUlracon uemcon 8118"Elco 11.1431. vT Elcou9mcan Aggecaar u9recan AggreOdo7 swan(06)5crer(G5) USETHIS FORMULA TO OBTAIN THE'ANCHOR
E Dslarce n 1• 2-117• 1• 2-117 3118" 1' 2-VZ 1• 2417 2• 3.19' 7 0.48• 0.54' CAPACITY REQUIRED'CORRESPONDING TO AN
Em0e0na90n 1314' 1.314' 1 14' tar'' 7 1-v1' t-v4• 1.114• 1.114' 1.114' 1.114' 7 1.116' 1-T8" ACTUAL PRESSURE REQUIREMENT FORTHE
2 Andras 4.79•Min O.C.I sleoaaa oronsel c 0 390 ms 390 98" 450 tog 890 Its 1644 los 2108"9 28D 1. 354 ms 74015 374 MS 664 me 9461. 341 I1. 4421. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ar[1Mre 2-W Mh O.C.ISIWMrd Oftel 9 7409% 7409. 630 ms 14651. 14x41. NIA 51.1.3 NIA 6951. NIA 0801. WA BUMS gas ms 11. CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Anchors UP Mh O.C.1 Sland3ro or ome � BBS 8"1 0501 758109 194615 NIA NIA 70515 NIA 79911s NIA WA WA 102215 13211. 1860 to MULLION.IT WILL YIELD A MINIMUM ANCHOR
4A n 3•MIn O.C./ 216.9 CO I 780 ms 1 6811 11 15601. 1B961. O D1 b®8"e NIA 76015 748IN 801115 160215 6821Ds Bas 1. 117015 CAPACITY W HICH MAY BE USED TO QUALIFY
6Arcro0 3-min.O.O/ 295 Angie C"/ 117044 1170 Be 1020 WS 234015 28441. 8113165 640 We WA 114015 1122as 137383 2536 as 102215 132115 168015 ADDITIONAL ANCHOR OPTIONS FROM THE
3ArchoO 1.34'Mtn.O.C.IUC Into.l2Y Alum. NIA WA WA WA NIA NIA WA WA WA NIA WA WAtINIA A4RIM
073 ANCHOR CAPACITY TABLE.
gArcron 0.64-Mh.O.O/U In1o.i7B A4um. WA WA NIA WA MIA WA WA NIA WA NIA WA WAWA 21 98" FRODUCT REVISED
2 ArKMn 268"MI6O.CTF4: 3700% 37015 5158"1 74915 7121. WA 28015 NIA 51815 N!A 44015 WA1115 ISM us as complying 4vilh 5l46 Fluid•
3Archora 1.71'Mtn.O.0.I F-8" F70.104419% 525MS 3'78 as 07315 NfA NIA 3YSI5 NIA DOB 15 N/A WA WA1144 840109 Building Codd '6216 O
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. AcapSnnoU.t O 'S
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expiration me ��)
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: By
• • • • • • • TABLE NOTES: 2.000' Mim1 I):+de Iroduct
ttllllll11 f1
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR 10
GENERAL INSTALLATION METHODS. lt\�•';tL;EFtSr•'•�F�P
FIGURE 5: FIGURE 6:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •':1
• • • • 4.000' -�'4'" NC.53705 -
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23,HOLES TO BE DRILLED IN •2��
• • • • � THE Fl ELD ONS.OLLOW LNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE til,• I:%'
LOC
FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT /•'-�' F(OR10p'•-•'
• • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �!•S�a•"•••• p'i't
:: • • MUST BE N PAIRS.ED ALUMGAUGINUM SHALL E).STRUCTURAL EEL O BE AT 3-TSAND BEA LEAST.125'THICK AND A36INIMUM OF.12F THICK. .ALL ANCHORS INTO MEEL STUDS TO BEA INIMUM GRADE 33AND.DW THICK(18ETAL SHALL EXTEND AT LEAST 3 SCREW 2'x 4'X.25'MULLION A. r/(ji'f,rLC sG 1 P.
THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYNNE.#58 0 P.E.
FL P.E.#68705
TABLE 1355
Mullion Capitally Table IbsW ® u
OponInp Width((orverdcaly-apannirg mullions)or Opening Height(fbr horizorllallj�span irg mullions) C#td
501n 80 in 701n so N 00 N 1001. 120In HO N ISO in M
Reclengidar TreplTdan9. Radan9ider TraprTdang. Ractorguler Trop/Tdang. Reclsrgular Tnp(Mang. Radengular TraafTAenO. Rectangular lhprtdang. Rectangular TrWrianp. RactonIM. Treprthng• Ractangutar TraplTdang. c; O
27c8x.46 Ia�90 Loading Loading Loafing Loading Loading Laading Loading Loedag Loading loading Loading Loading Loading Loading LaSdirlg LON&V Loading o. �
Alum.Tub• .-. a,. .. .. s b x a.. ZP
£ a .. e" 8Y LQi
MulBon .m o� = B 8 g gx B a >s� S
egg c7 d t9 e 3 S 36 u"e�S t3 rs�` i tPS der cg9 r���g 3 p 3 egg o B 8 ri }t
z m
e Z �m N
421n 170.0 O20 1170.01 435 170.0 744 17055 478 170.0 BBS 170.0 500 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1883 170.0 521 Q
48 In 17D.0 706 170.0 524 170.0 850 170.0 584 170.0 992 170.0 010 170.0 1133 170.0 001 170.0 1275 470.0 677 170.0 1417j17000 080 170.0 1700 170.0 080 170.0 1083 170.0 080 170.0 2287 170.0 650 1L
2
50A SIn 170.0 747 170.0 563 170.0 088 170.0 631 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 14840 756 1700 1703 170.0 758 170.0 2092 170.0 758 170.0 2391 170.0 758 11 �!
54 N 170.0 797 170.0 812 170.0 058 170.0 691 170.0 1110 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 15940 850 170.0 1813 170.0 861 170.0 2231 170.0 681 170.0 2550 170.0 681 m
6011 170.0 sas 170.0 701 170.0 1087 170.0 797 170.0 1240 1700 878 1700 14117 170.0 8N 170.0 1594 170.0 990 170.0 17710 1033 170.0 2125 170.0 1003 170.0 2479 170.0 1063 170.0 2693 170.0 1003 t�0 W
031. 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 040 170.0 14116 170.0 1015 170.0 1673 170.0 1076 170.0 18590 1122 170.0 2231 170.0 1162 170.0 2603 170.0 1171 170.0 2075 170.0 1171
66In 170.0 974 170.0 780 170.0 1189 170.0 003 170.0 1304 170.0 1002 170.0 15M 170.0 1080 170.0 1753 170.0 1155 170.0 18480 1210 170.0 2330 170.0 1275 170.0 2727 170.0 1256 170.0 3117 170.0 1286 Z N� gm •�
72N 170.0 7063 170.0 876 170.0 1275 110.0 1008 170.0 1460 170.0 1128 170.0 1700 170.0 1220 170.0 1913 770.0 1315 170.0 21250 1307 170.0 2550 170.0 1488 170.0 2075 170.0 1529 170.0 3400 170.0 1530 2 W {{ aLU
u 78 h 170.0 1172 170.0 037 110.0 1116 170.0 1080 170.0 1570 170.0 1209 170.0 1781 170.0 1322 170.0 2019 170.0 1421 170.0 224] .0 1506 770.0 2892 I70A 1829 170.0 31{0 170.0 1881 170.0 5569 170.0 1709 J Q 09 Z
78 in 170.0 1151 170.0 067 170.0 1361 170.0 1118 170.0 1811 170.0 1250 170.0 1012 170.0 1'a89 170.0 2072 170.0 1474 170.0 2302 .D 158{ 170.0 2783 770.0 1700 170.0 3227 170.0 1717 170.0 3893 170.0 1788
Q N O
901n 170.0 1328 170.0 11M 170.0 4591 170.0 1328 170.0 1859 170.0 1488 170.0 2125 170.0 1853 170.0 2791 170.0 1793 170.0 2858 .0 1818 170.0 7188 170.0 2125 I_.0 3413 170.0 2273 178.6 3413 170.0 2361 Z
00
g6 N 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 IBM 170.0 2207 170.0 1794 170.0 2550 170.0 1952 170.0 2833 .0 2095 160.0 3199 170.0 2338 137.1 3199 168.0 2470 120.0 3199 158.1 2428 S C3LLD
7118 in 1700 1591 170,0 1409 170.0 1813 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 21.8 181.8 2781 170.0 2271 146.3 2781 .8 2373 1260 2781 1{0.4 2281 106.9 2761 126,8 223{ 92.7 2781 116.0 2100 N111l 70.0170.0 1454 170.0 INS 170.0 1700 170.0 2291 17D•0 1932 170.0 2.821 170.0 2149 151.8 2832 182.3 2245 136.0 2632 .4 2216 11355 2832 1211.4 21 SS 0755 2632 115.1 2120 85.4 1812 100.3 2086x
3.120In 170.0 1775 170.0 1568 170.0 2125 170.0 1859 154.4 7252 159.9 1881 135.E 2252 141.4 1881 120.1 2152 1172 1936 108.1 2252 .1 1815 00.1 1252 90.6 1872 77.2 2252 80.9 1630 67.9 2252 51.4 1806 x U)1441n 125.1 1584 128.6 1445 161.3 156{ 108.1 1175 69.4 1`554 SIX 1407 76.2 1661 00.7 1390 89.5 1561 723 1373 all 1%47 1358 52.5 1564 58.0 1730 M.7 1584 492 1705 38.1 1581 44.4 1283 Q N Z�O �
a=
PH F IRR ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 m�Q.
Anchor Capacity Table Obs) S
ANCHOR CAP.,m„••„ ,� rc0-
9u1.1re10: 2.7k Cancrete 3.5k Cone. Nolow CMU Fred CMU PTWwd Metal (DPa)X( )=ANCHOR CAP.,.,
bl10'Eko 114'SS Eke 5116-Elco 114'SSEIeo D1051eel 01291eel 01281ed MULLION CAP.,,a,,,,"
Anchor Clip Patterns - Anchor Type: 916'El. Uilrecan 174•Eke Uanacan Ulbeoon 916'Eko Ueecgl ifd'Elco Ulaecan ApgrsGMor Urecon AgpeOeta screw(3
5)Sc (G5) a-(115) USE THIS FORMULA TO OBTAIN THE"ANCHOR
E DMtaneo(in), I• 2-1rC P 2.IW 3.09• I. 2-112• 1^ 2.111• 2' 3.118• r 0.48• 0.54• UP CAPACITY REQUIRED"CORRESPONDING TO AN
bemrmtM, 1.314• fop• taro• 1.94• 2' 1.114• 1.14• 1.114' 1-114• 1-114• 1.114• r tale• fare• vale. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchorf 4.75'Min O.C./BlaWa4 ar IXhN ( 182. 3901M 3901St 450 ga 0901be 164411. 2701bs 280Ih3 3541ba 740 ga 3741bs 6B41bs 9401be 341 Ibs 44211. 560 The OPENING,WHEN IT IS LOWER THAN THE MULLION
4 An4Mrs 4.60"Min.O.C./Standard or00fe1 C .3' 780 ms 760 ba 0001x. 17601bs 3232M 6400. 580165 706 IM 148011. 74811. 1272 Poo 189211. 682 1b. 88511. 11201x. CAPACITY(FROM THE TABLE)OF THE SELECTED
8Ambors 1.7i'Min.O.Q IStendad of Oftel CII (Fla.4 118011. 14001x. 1010 as 25951bs WA WA 94011. WA 105511. WA NA WA 1363151 177D_D5 22401x. MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Ancho. 3-Min.O.C./ 215 l. - f .S. 78011. 760" NO 1b. 156011. 18981bs 5401bs 50011. WA 760sw 14611. 80011. 10921bs 86211. 801W 112011,5 CAPACITY WHICH MAY BE USED TO QUALIFY
e Ancha4 3'MIO O.C./ 2.5 A.0%C11ml1Fq.6k 156011. 156011. 13M IN 312011. 3792 1b 106011. 11201be WA 152011. 149611. 176011. 378411. 1303IW 177011. 224o IW ADDITIONAL ANCHOR OPTIONS FROM THE
2 AroMra .5' la.O.C.! 2y5A / 7' 18001ha 210011. IMO NS 378011. wA WA 1720 Ne WA 150011. WA WA WA 11.511. 2850 I1. 338011. ANCHOR CAPACITY TABLE. PRlN3UC1'fUiV15[ID
Aralwre 1.34"Min.O.Q I U 0 into.125 Akan. .S: WA WA WA WA WA. WA WA WA WA WA WA WA WA WA 143010. as complyiug with d10 Fla"
9 ArIchar; 0.64'Wri.O.C.I U-0 NI0.125•Alum.(Fig.8: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2B61r. h-2.000•---"1 Buil
dalg Code
2Anckge 4.BB'MN.O.CJF F 10' 0901x. 1801ba 450 We 89011. 181811. 27011. 20011. 35411. 74010. 37411. 83811. 9481x. 311 Ns 11211. 68011. - AOceprarlmNo16' FS•p�
4Anchors VIP Min.O.CJF � .11 58011. TOO ibe 56511. 129811. WA WA 47011. WA SU IW WA WA WA B824t 88511. 11201D5 ,250^ _ B ifell0 DNe 71Q�,I
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: BY
Miem Product
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 - I 1 t I I r I I!/
• • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\�� l L. ;I /;./ �//�/
•• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��:,•''I}�`:MSC '••,'P
• • • •• • 8.000' � "t': '• .r+'�
• • • • • •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS r I9rr.;557705 '•
• 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. }(� L?'-
ANGLE -.-,,..a•' •
• • • • • • • • CUP 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •.(FIGURES CONCRETE) i .a,r\TE OF
( CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED <) r.
• • • • • • • •
5-7 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" �'•,'<<.�..•...O.....
MUST BE
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO , �
• • • • • • • • USED IN IT,, 111
PAIRS. BEAT LEAST.126'THICK AND 5536.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•)(8^x.25• A.LYNN'IiAILL�R,P.E.
THREADS BEYOND THE MATERIAL.#10 9#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 14A ® � It
Mullion Ce ac Table IbarR1 �
Opening Width(forwrtically-spanrirg minions)or Opening Height(for hod2ontally-spalxing mullions)
601n 601n 701n 801n 901n 1D0 In 1201n 14o In 160h O
0
Reclarguler Trap/Tdan9. ReclargUar TraprTdan9. Rectangular TrapRdare. Reclaigulu Tmprfdarg. Rectangular Tw0warg. Peclergalar TmplfwC. Rectangular Trwrdano Rectangular T.Pmlarg. Re tarpul. TMPrTden9 w )C
1.28"x211" loadire laamrg loading Loading Laadire laadre Loading Loading lmang Loadrg loading taadkg loadre Loadre Loadkg Loading laed0g Loading .yA CWi
x.126"Alum
Tube Mull
_
i) N
a z mU)
4216 194.2 626 167.0 428 120.2 528 14118 419 103.0 526 13119 414 90.1 526 134.8 411 80.1 526 134.1 411 721 528 134.1 411 60.1 528 134.1 411 51.5 626 139.1 411 4S1 528 134.1 411 -1 W
46 in 9d8 403 1080 333 00.5 403 94.7 325 69.0 403 80.4 320 60.4 403 61.4 317 63.7 403 79.1 315 48.3 AIM 76.6 314 40.3 403 78.6 314 34.6 403 76.6 314 30.2 403 78.8 314 J
60.82516 823 362 91.0 301 868 302 7113 299 68.6 362 71.9 289 51.6 382 67.2 266 457 362 84.9 284 47.2 361 636 263 39.3 362 83.5 283 29.4 362 W.6 283 267 362 63.5 283 N
o
5416 67A 318 74.1 267 6e6 316 64.2 261 4116 316 57.7 258 424 318 635 253 37.7 316 60.8 250 33.9 316 49.5 249 2113 M13 49.1 248 24.2 318 49.1 246 2t.2 318 49.1 243 m M O
8016 49.5 258 63.1 218 41.2 256 45.7 214 35.3 256 40.7 210 30.9 258 37.2 201 27.5 258 34.9 204 24.7 260 33.4 203 20.6 250 32.2 201 47.7 266 32.2 201 16.6 256 322 201 H U 0J J
6341 42.7 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 28.7 234 31.0 189 23.7 234 29.4 188 11.4 239 28.0 184 17.0 234 28.6 183 15.3 234 285 183 13.4 234 2S.5 183 5.... d
as In 37.2 213 39.4 183 31.0 213 337 179 28.5 213 26.8 176 232 213 27.0 173 20.8 213 25.1 170 780 213 237 169 15.5 213 222 167 13.3 213 720 1W 11.6 213 71.0 158 Z a)
721n 288 179 30.1 155 239 179 256 162 20.4 179 225 149 17.9 179 20.3 147 1S9 179 111.7 145 J d
J�a
=filo 24.3 181 254 140 2D.3 181 21.6 137 17.4 161 19.0 135 15.2 161 17.0 133 ? oZ
7616 725 152 23.6 133 t8a 152 19.9 131 16.1 162 17.5 128
~ r Q
N
O
E ANCHOR CAPACITY ADJUSTMENT FORMULA: Z
Anchor CepacitjTablepb6) ANCHORCAP.,�,, , X ao
SrEslrale 2.7k Cmaele 3.53 Cmc. 1,101a CLIU Flded cuu PT om Yelal (DP)X( )=ANCHOR CAP.,,, �
6716•Eko 1/e SS Eko Srt6'Eko 1W SS Elco N1051ed N125ta1 N12 Steel MULLION CAP.,,o,,.,,,, W (V
Anehor Cllp Pettema Arcna7ypr: 3'16-Ek.UI6xon 1/e:,o UAram 3/16•Exo VAmta1 114'Eko UlUacan
unarm Apgecalar muacm A®cGgor sclew(ra)scre4(cs) acrew(0.4) USE THIS FORMULA TO OBTAIN THE'ANCHOR Y `Jl
Etge OtsIme n t• z trr 1• 2-0/l 3•UB• 1• 2.17 t• z-1rr 7 3.116 z o.4a a.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN � to (n U)
Emboanent In 1314• 1m4• 13re t31e 7 1-179' 1.1)4' 7-114• 1-v4' 1-174' ave 7 taxa• taro vales ACTUAL PRESSURE REQUIREMENT FOR ME
U N Q O O
4Amfom Tmm.0.C.! 2,5A m / 1' 7801b1 7601Ds 600 IM 15B0D1s 1806 RM 540®1 05010s MA P50101 7469e BBO Its 18921ba 921bs 6115 ms 143D Iba OPENING,WHEN IT IS LOWER THAN THE MULLION Q„
CAPACITY IF-THE TABLE)OF THE SELECTED � ZI-Rowl
MULLION.IT WILL YIELD A MINIMUM ANCHOR F
CAPACITY WHICH MAY BE USED TO QUALIFY 11 aw'-2
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I-1,266'--I
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 .;wimpCT RBYIS[D
us culnplyillg wllh the Flo4idll
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Aucoe ng Godo t(o�2I .113
FIGURE I: P
BxDirmfm-15
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. 2,116• By
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M' Dade Prodi c[
ANGLE CLIP MUST BE USED IN PAIRS. 125• .4 4 r.1 I I I I I
4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `vvv ;�(lYi•li���� 7i��
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED T ; ,`�0..`�'';;E•��F
YELLOW SOUTHERN PINE WITH ANSG0F0.55.ALUMINUM SHALL BE6063-T6 AND BEAMINIMUM 0F.125' 1 ��,' E'Is '�
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11'X.125'MULLION Q _
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =7:: I,;a.58'105 _
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _
OF
1,r �
A.LYP WMILLt�!,P.E.
FL P.E.#68705
TABLE 15A cn
MulllonCapacity Table Ibsille) 't
Opening Width(for oedceltysparril mullions)or Opening Height{f47horlmrislly6pardrgmUPar15)
50 In soh 701n 6061 go In 100in 12061 Ito 61 16051 O
Reetitolw TrWril". Rech or 7mp-ft Rectangular Tmp(Marp. 8-111 nim Tmoldeng. Reetenijdir Trep7T4-v' Reofewfu Topn'derg. Rectanglar Trepniitang. fteetengutas * T7deng. Rectangllar RepflOffi!9. 4 a
3.26^30 Isaft toad" Loidng L..&a Loading Loading Loadng taading Loedrg Loading loading Woft toadrm LN&V Loading L-mo Lmdog 1.066" oY L�3
DEG.AL _a $ � a n r n 2: b
co
a W
42 in 170.0SM 170.01 435 170.0 744 170,01 470 1 170.0 660 170.0 606 1 170.0 892 170.0 519 110.0 11101 170.01 021 170.0 1240 170-0 521 110.0 1458 170.0 521 170.0 1735 170.0 821 149.1 1740 170.0 521 J W
48 In 170.0 706 170.0 524 170.0 650 170.0 SM 170.0 092 170.0 830 170.0 1133 170.0 661 170.0 1215 170.0 677 170,0 1417 170.0 660 162.2 1622 170.0 600 130.5 1622 170.0 660 114.2 $522 170.0 660
W0Mln 170.0 747 170.0 504 170.0 890 170.0 631 170.0 111* 170.0 604 170.0 1196 176.0 723 170.0 1345 170.4 747 164.2 1443 170.0 768 136.8 1443 1704 766 it7.3 1443 170.6 758 102.8 1443 170.0 756 W � Q
Mln 170.0 797 170.0 812 170.0 056 170.0 691 170.0 1116 170.0 1154 1700 1276 1740 803 1644 1353 170.0 937 144.3 1353 170.0 am 120.3 1353 1740 flat 103.1 1353 IT0.0 661 90.2 13M 170.0 gat m M in
6061 170.0 SM t?0,0 Tat i70.0 1063 170.0 787 107.0 1210 170.0 Ill 148.1 1210 170.0 904 120.1 1218 1.56.8 931 116.9 12111 152.1 924 07.4 12t0 14a.f 913 63.5' 1216 148.1 813 73.1 1218 146.1 913 i- V to J
63b 170,0 930 170.0 745 170.0 1116 170.9 050 1602 1150 169.8 833 IVA 1150 t63,0 814 011.8 1150 141.9 a9a 145,1 1150 134.2 885 67,8 1160 126.7 871 ?Ct 1160 1282 870 65.7 1160 12a2 670 W
6061 170.0 604 1700 789 152.4 104a 165.6 661 INA 1048 146A 854 114.3 1040 133,1 0S0 101,8 IW 123.4 839 91.4 INS 110.8 530 76.2 1046 100.4 821 81.3 1040 106.2 418 $7.1 1048 1082 618
72 in 110.0 880 147.0 ?N 117.0 860 128.0 740 100.8 0.80 110.6 734 00.0 880 100,0 722 78.2 000 92.0 712 70.4 860 08.2 704 50.7 060 793 691 611.3 880 78.6 bbd 44.0 080 78.4 1886 1z
•••i
W
78m 119.7 700 125.1 690 99.9 700 1084 076 65,5 790 97.3 683 74.8 790 83.9 6$2 66,5 790 7&9 043 59.0 790 71.7 8]5 49.9 790 65.1 824 42.3 790 02.1 St9 37A l90 61.5 817
7811 110.0 750 118.5 857 92.5 750 61.1 N4 78.1 760 85.9 632 692 760 77.5 621 81.5 760 70.0 612 05.4 760 65.7 005 48.2 760 69A 594 39.8 760 68.2 656 34.6 750 55.5 688 Z •��.
4 N a
901n Mt 593 74.4 500 60,1 581 020 491 61.5 593 64.0 483 45.11 M3 439 4115 40.1 687 44.4 468 381 583 4119 462 Sag 663 382 452 2&a 603 33.3 445 225 No 3t.0 442 Q co
H W eo Be in 68.4 495 em 443 49.6 496 51.5 435 424 495 449 427 37.1 495 389 421 334 496 38.1 475 287 495 332 409 24.4 495 29.1 400 21.2 495 28.8 344 10.8 495 25.0 390 rn 121
8
login 41.7 391 42,8 353 34.0 391 35.8 346 20,0 391 31.1 342 201 391 274 337 233 301 24.9 313 20.9 391 22.8 328 17.4 391 19.7 321 14.9 391 17.8 315
III In 39.4 370 792 330. 32.0 370 33.6 330 275 37d 28.6 325 24.0 370 25.3 320 21,4 370 21.6 316 14.2 370 200 312 10.0 370 58.1 304 x Y
p 4q co
120 In 30.4 ]17 30.9 289 26,3 317 28.0 204 21.7 317 21.5 20.0 19.0 357 19,9 276 169 317 17.9 273 V M Q Q
01
144 61 179 220 17.0 203 '0FILE 1513 Uj
ANC OR APACIIY ADJUST ENT FORMULA: X
Anch4rC aeI TableObs) ANCHOR CAP.,,,,,,,,, " •�
6ue11mte 2.74Cq icfe 3.514.CArw. Nohow CMU FdedCMu PT Wood WWI (Dp„)X{ }=ANCHOR CAP.,.,
5fir Eko 1/4'96 Ek6 5/18•Ek0 1/P SS Ek. 010 SkN Oft SIe01 N26teH MULLION CAP„y,,,,i
Anchor Type; Sl1C Etco Wlm m UV Eko Imm00n 3116•Ek.Milmon U4•Elco U6tsran
AnchorC6p pattems t0tr-w Ag9retiemr u6mcon AMM0emr Scm7(t3a)screw(GSI Screw(06) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E 13mmnce gnY 1• z•trs• r 2-1n• 3-108• r 244 1• 2-12• Y 3-U6• 7 0.40• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
EmSedrnent Lar tato• 1371 1.314• 7-314• 2 lata• 1.114• 1-174• 7-i/4• t-104• 1.110 2' late• 1.3+6• tadea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Ancflae 5.861.D.0./ 205 Angle C5p.I(Fq,t 390.Ibs 390 ms 4501m 190 kx 1700155 2T01bs 2 n0. 304150. 740W0 370.Ms72tl U0. MSlbi Mobs 442 the 560 me OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AnFAm 3.5•h6n.F.l 205 IfFlg-2k Mbs 780ms 790 W0. 1974160 3525 g0. $40 Ib. 560 the MA it201ba 748 ft 6W 1be 1892ibs 682 the 885150. ri266a CAPACITY{FROM THE TABLE)OF THE SELECTED
6 a 211 him D.O.r m 205 Anal.Ck./ .31 11201b5 1120150 156 fba 2248 Un5 2254@3WA S401ba WA to59W WA 1320 ft wA 10220w 1327013 1690916 MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE f•RODUC[REVISED
FIGURE 1: a1 complying with Iiia Flows
TABLE NOTES: Bull" Code Ir
Acaptalua No�DIoJ6• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pirefloSEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. MI DFIGURE 2:
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ,125'
• • • • HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ,�<„�- ^�`�,.•y pE!•!,^,S'' .F�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 9'250" t`U•1610 i -
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 BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE A7
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION } ti SATE Or [.•`
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
A.LVN MiL1Fi R,P.E.
FL P.E.#58705
ABLE 16A
M-1111"I Ca TaD♦ a
Opening yY[dth(for verpcelly-spandin viaiore)ofOpening Helght(for MriaoM%,spar"rQmUliDre)
50 in So In 701n 80 in 9p In 10D In 1201n 1401n 160 In
Rxt.dm Tn."9ng. Ra.Rdrfe: TrLoo to R4e1enp9ier Tr4piTdetg, Redmiter 17mp7T8vg. Rntanptar TrelyTd�p. Raetengder Ttspftdsnp. Reet6rgWar TfwTdm9. RsetenOftr T.P/Tdenp. ReciarVlar IWIlrfalg.
3,R6"46 tva laed7lg L..dng Loednp LoadNlp Lowing Loading I.ado9 Losdna Losdrg Ladng 4oadng Lmd9rg Lowing L6a4ng Lwdng I.O.&V L.Argl pfd
DE0.AL $b
BAY MULL {a� T
i.,c3 tf» eC t3aN
02 z42In 170.0 620 170.0 135 170.0 744 170.0 478 170.0 686 170.0 508 178.0 892 1700 st8 1700 1118 170.0 521 170.0 11.00 170.0 521 1700 1488 170.0 170.0 1735 170.9 521 160.3 1871 170.0 521 W
401n 170.D 108 170.0 62A 170.0 850 110.0 581 Woe 902 170.0 830 170.0 1133 170.0 001 170.0 1275 VaD 677 170.0 1417 170.0 Sae 163.7 1637 170.0 880 140,3 1537 170,0 686 122,6 1637 170.0 Sao
56.0251n iTOA 747 tt0A 50,'1 170.0 996 170,0 631 170.0 1046 110.0 804 170.0 1105 170.0 723 17011 1345 170A 747 1704 1494 170.0 768 147.1 1552 170.0 758 128,1 1552 178.0 756 110.4 1652 1709 758 � a� N
51 N 170,0 787 110.0 812 170.0 958 170.0 091 170.0 1118 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 637 1552 1455 119.0 058 129.3 1455 170.0 881 11011 1455 110.0 881 87,0 1465 170.0 081 O
So in ih
170e so 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 670 151.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1108 103,5 904 104.6 1309 157.1 982 88.6 1309 t57.t 962 708 1309 157,1 882 {,. � t0 J
0341 1700 930 17011 745 170.0 1158 170.0 850 162,9 1247 170.0 940 142,5 1247 LSCS 963 126.7 1247 152,8 985 114.0 1247 144.3 952 950 1247 1362 038 81A 1247 135.7 SM 71.3 1247 135.7 935 '.�� W �
6591 170,0 074 1700 789 170,0 1169 Me 903 146.4 1100 163.7 065 129.8 1100 147.0 045 11&4 1100 130.5 028 1W.9 1190 1264 814 86.0 1180 119.5 698 742 1190 118.1 6B3 84.9 flee 11&1 693
72 in 181.6 1010 169.8 877 134.7 1010 144.6 059 115,4 late 121,2 642 101,0 1010 1t4.7 628 09.0 1010 t05.6 617 60.8 loto 9&0 607 07.3 1010 00.8 795 57.7 1010 67.6 700 50.5 1010 67.7 789 -30;
�& W
� 7814 137.4 900 543.6 782 114.5 9C6 1711.4 775 98.1 906 107.1 787 83.8 8044 902 749 703 900 88.2 738 08,7 008 82.3 729 57,3 806 74.7 718 44.i 908 71.2 710 42,8 808 70.8 706 wi � � Z
f
7810 127.1 Set 132.5 754 105.9 681 112,5 738 846 801 99.0 725 70A Sal 85.5 713 70.8 861 61.0 703 63.6 801 750 094 $3.0 801 66.1 681 45.4 061 64,5 675 30.7 661 81.7 672 r }• "f
90 In 02.7 648 65.4 $74 60.8 648 72.1 564 Sal 646 62.9 $54 51.7 646 58.1 545 46.0 646 50.0 617 41.4 00 470 530 34.5 648 44.5 510 29.5 046 35.2 5tt 258 OSS 38.5 $07 Q m Z N
sob S62 581) 70.1 508 56.6 566 61.1 499 48,7 668 SIA 491 42A 580 45.6 493 37.9 568 41.4 476 3Lt Sea 3&1 470 28.4 We 33.4 459 24.3 Sea 30.5 462 21.3 566 28.7 447 Vy a 00SF
f- 47,0 440 48.9 405 39.0 449 41.2 399 34,2 449 353 39329.9 449 31.7 367 26.6 449 28.8 352 238 449 26.1 377 20,0 449 22.7 308 17.1 448 204 381 t&0 449 10.9 366
tit In 441 425 45.0 385 38.6 425 37.0 379 31.5 #5 328 373 27.6 425 28.1 387 24.5 425 26.2 362 221 425 240 358 t&4 425 20.7 358 15.6 428 18,8 943
120 Sn 344 364 35.5 331 28.1 364 298 328 240 364 25.6 321 21.6 304 22.8 317 11.4 364 20.5 313 17.6 384 18.7 309 Q Q744 In 20 .1. 230 d cO O
Z
TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Causclar Table Iba ANCHOR CAP,nv.", _
Suhaimte: 27k C.M.I. &5k Cann, Wow G4U Faed CMU PT cod Mete) {DF' )X( ANCHOR CAP.,,,
5118•E1co U4'93Eko 5rt6•ElcO 111•SSEko 410Sleet X12Stea1 012 Sled `MULL{ONCAP. �
AnchorTyPo: 3/ta•Eko tAtratan 1N'Eko UlOeoot 3118•Eko Ultr600n tt4'Etc*t}Puaem AppreGstar MOmca1 A99reGator Screw IGS)6cre (GS) Se (GS) USE THIS FORMULA TO OBTAIN THEANCHOR
Anchor Clip Pa1tOm9 Ut6exa
Edce Uatenco pnl: r 2-1rr r 2.1/1• 3.118• r x-1rr r z-12' r 3-tr8• r 0.46• 0.444• 9.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Emeedm4al 6nY. 1414• 14W 1-3x4• 1.3/4' r 1-714' 1-it4• 1.114- 1,114' -Ile 1-Ile r 1316' tote• wiles ACTUAL PRESSURE REQUIREMENT FOR THE
2 colas 5'Min 0.0,1121 / .i 3900n 3 0s 4500. 60010 1100 It. 27009 2601os 3540s 74006 314 tba 720Ibs 946In 341 ft 4421e6 IM OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors 3.6-Min.Q.C.1(1)205.0 SSpb ttFq.2X 7801es ream 7900s tela lb6 2525iea swms Seems wA itzOlrs Naitc &60106 1692Its 002%6 us m. 1120@s CAPACITY(FROM THE TABLE)OF THE SELECTED
O A.M. 271• 'n.O.G/22a6An C4 r .3 112016e 1120 the 85814s 2248160 22S41os WA 640 lea wA ta5BIW Wq 132086 WA 1 1022156 1 13270,6 16000s I MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:
ANCHOR CAPACITY TABLE, PRODUCT REVISED
TABLE NOTES: ns cn111plyin6 wilh Ow Flo"
B,dIA,I&Code Ifo-0218.03
AenptancN
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex i�_6Daaj_. ,202SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE Miu
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. ,126• qy C(
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1•' -;`��'`G••�gplg°v- '•.�'P ��
i.
4}SUBSTRATES:CONCRETE SHALT.CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• 1•IG.,ars"� _
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-TS AND BEA MINIMUM OF.125" r •//�; tt a.-_
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ='t'} $ tt 11x
LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45'BAY MULLION F) '•, g 11:1,O'.
• D-�J THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S.
f`�-•.f7.OlriOt':••�(j,•`
ANGLE CLiP(FIGURES 1-3)MUST BE USED IN PAIRS. ,,������'t• �$�tl �t1
A.Lvlf4E.
FL P.E-#58705
-+� 1.000" 1.000• 1.082•-I� 740" 5�aII
.063'- .385
.062' .125'
--(h-.125'
0
062' a
.438' I 14 ;ry
4.000' •125"STANDARD CLIP ppY YY U
4.000' 4.000' 2.625' 2.000• 8063.78 ALUM. I 2.125' 2.000'LIP 6
U•CLIP
.125• X-SECTION .
I I 6063-T6 ALUM. (V
.125' .125` .125' XSECTION L.
L'5 f7]
.031.1 Z m�a Lo
t 125' Q W
125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE W
-� .375' .155• 3Ri DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE Z
HOLE DIAMETER:ANCHOSTANCE.R DAME ER♦1IMUM H 6R � m
ANCHOR D.C.
1'X 4'X.125 11 4"X.315' 1"X4"X.37S 6,507 m fA p
MULLION MULLION •T'-MULLION 5.000' Z m
6063-T6 ALUM. 6063•T8 ALUM. 6063-T6 ALUM. CUT HERETO 375' Q f0
X-SECTION X•SECTION XSECTION '375 3'125'---{_CREATE FCLIP,SEE '375 - -` MIN. (O J
MIN. DETAIL F.SHEET4 M) Z O
1.250• .375' Z W g m
r--------� I
---------- r-------- -------' 1 ..
I 1 I I CENTER OF I I' .MIN,
1.250• 1.250•- I I I I I I ANCHOR HOLE I I MIN. 3 a A Z
MUST LIE WITHIN I I Q J a
THE DASHED f- U
I I I I I F BOUNDARY.SEE I 1 Q m O
SHEETS 5-20 FOR Z
2.875•x` --- ---- @ F 1- -------I Q Z
I 1 I I THE ANCHOR O.C. I I � F Z•- -C.4 o
i i I i I F DISTANCE.
3.94' rq z S a0 �
MAXIMUM I I COANCHORHLU O
3.250' 3.250" I I I i I I DIAMETER:
I IM J fD fn
.100' .100' •DO" i I I I ANCHOR I I F
_L __----J I L-------J
DIAMETER ills".
U Q Q .
Q Z O O
.100' `- 2X5 ANGLE CLIP 8gg Aq ,4Q
_L• • 56063.76 ALUMTANDARD . 008 TB ALUM. 6063-T6 ALUM. -^ E� �
--I ,820'F-� •i .820' h- -i .820' {+- CENTEROFANCHOR HOLE MUST LIE TOPVIEW TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE
1.25'X 3.25'X.100' 1.25'X 3.25'X.824' 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 D)meneion Value(In)l For Mulllon: Dimenelon Value(In)For Mullion:
0005-TSALUK 6005-T5 ALUM. 6005-75 ALUM. DIAMETER:ANCHOR DIAMETER 116'.
X-SECTION X-SECTION X-SECTION F 3.68 1 X4'X F 1.938 1.25'X3.25'
G 1.000 .125' G 0.600 X.824'
�1.1377'
�----��-3.469- 5.500' H 7 Aluminum H 1.438 Aluminum
2.861'- Q- 1
•375 375" 1 3.080 Tube Mutiion I 3.250 Tube Mullion
X3.94'F 3.187 1'X4'X F 2.825 1.25'X3.84'1.377'� .125' MIN. G 0.757 .375 G 1.125 X.824'
H 2430 Aluminum H 1.500 Aluminum ,_„F1E1Cl-REV15L'D
I 3000 Tube B'T I 3.250 IUDs Mullka :acomplying wilh UM FloridaF 2.250 1.25 X3.25' F 2.813 30'Ba Mug Bu9ding Code
.125' G 0.760 X.100' F 2.875 45'ee Mull AeaeplauceN.11.500 Aluminum B pimli Dald.125' 2.250" I i I I i I30' II 3260 Tube MWlion By
3.250.45•BAY M1 I i i TABLEDMi Dodelroduc30'DAY MULLION 8063.78 f -_--___ I _--_-j Mull Dimension PGT PartM \\6063-TB ALUM. I X-SECJ •\X•SECTION (ebeete) Mulllon SId.Clip Offset Clip U-Clip Angle Clip ' .
G OFFSET CLIP 1'X4•X.125'(10) 69384 SWIiIM 6681122M 666241M 666518M •'•v\GGNSf: .. ••1r�i
6083-T6 ALUM. 1•X4'X.375•(11) 66610 668112M 6661123M 666242M 666519M _' r•y701
.228'J �•.-,987'+, .228• 4-,981•-� TOPVIEW 1'%4•X.375••T'(11) 66853 666112M 6601123M 8882d2M 880519M - "• i•l0. I :•
.740'- 1.25'%3.25'%.100'(13) 20160 6661127M 6601124M 8682410M 8865115M
NOTES: - LY
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25•%3.25•X.624•(14) 20181 8881128M 8681125M 6682411M 6685116M =•p'. 0 Lll
1.25•X3.96•X.624•(15) 20182 6681117M 8681128M 866241M 66651TM
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(1B) 88869 WA WA WA W65110M '•���''•.FLUR10�:•'�.XCi\��
45 Degn:s(20) 86650 WA I WA I WA 16WSJIIM 4
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LHN, 1#ll �R;�.E.
FL P.E.N58705
TABLE E
e o3a�
Mull Dimension PGT Part# F
(Sheet#) Mulli°n Std.Cllp U•Cllp Angle Clip - I ^I r• •125" ` -�I- .125' --]r-•125•
2"X4'X.25"(16) 86802 666261M 666271M 6665112M I � °
7rI- d
2"X 6"X.25°(17) 66604 666262M 688272M 6665113M STANDARD CLIP I U-CLIP 2X5 ANGLE CLIP uz 4 Z
6063-T6 ALUM. 6083-TB ALUM. 8083-T6 ALUM.
NOTES: X•SECTION XSECTION 2.000'
2.000' 2.125' X-SECTION
N
-. I
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125' .125" L .125' N iN'8 m
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L T -- Z N
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE {-1 490'-I I O r
HOLE LOCATIONS. 1,ggD•� � W
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
5.500°
CUT HERE TO U N
3.500' CREATE F•CLIP, 5.00D° 375' m OG
2.000" .375" rY �_SEE DETAIL F, •375" MIN. Z c+�
MIN. r SHEET4 MIN. '375' �- O t° N
-------------- _____.�_ ___ __ _
Z j
�_____________________1 W mm
1 I 1 I I m
1 I
I I I I J 4. v Z
4.00D' j j I I -C J r ate
-•
.250._ -I--- -- ---I- 3.438' + 3.438" CC T----- ---j F-• C) Q O o
2'X 4'X.25• I I I I Z ❑ N r_
MULLION I i 3.438' ! I ¢ Z..0 .-
6063-TB ALUM.
X-SECTION I I I I j i •375" Z H 3
1 ____� __.._._ L_____________________J_ MIN. W O
L- STANDARDCUP 2X5 ANGLE CLIP U Q
YD'S U)
UCLIP,8083-T6 ALUM. Q
CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. SED FOR LI X 4"MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. n, Z�(0 N
•`" -WITHINTHE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW ZEN
THE DASHED BOUNDARY.SEE TOPVIEW
SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C.
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE -DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER*1110'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 41116'.
SHEETS 6.20 FOR THE ANCHOR O.C.
5.500" DISTANCE.MAXIMUM ANCHOR HOLE
CUT HERE TO DIAMETER:ANCHOR DIAMETER•1116'. SAW'
375, 3.500' I CREATE F•CUP, •375'
SEE DETAIL F, .375'
MIN. __SHEET4 MIN. rK MIN.
375'
I I I I
I I I I I I
I I .'ii000CT R1iV ISED
Ij j as complying vie.d�c FlmidO
I I I I Go Id1118 Code
I i ncceplancoNol�O'0x18.03
E pirnhm Dnfe 2oz 1
1 I I 4.686' I i I By
Ml
.250' 6.000• -i- --r-- --i �- r - 5.439" +--------I Mi rmdua'
1 I 1 I 11/14111 if
1 5.438• 5.438"
I i I `��.• 1�cerlsE •,F�
2'XB'X2S 1 I I I X•:'
MULLION
6063.76 ALUM.
No.58705 _
X-SECTION I I I I '
I 1 I I I .375'N.
I -------� L----------'----- MIN. �*�
STANDARD CUP U-CUP 2X5 ANGLE CLIP
.250"
6063-T6 IEWM USED FOR 2"OX 6"MULLION.SHEET 17 3W ALUM. BOTOPV EW ALUM.
TOPVIEW A.LYLLELR,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. �i
Sn
NO ANCHORS IN MEAD 1)INITIALLY ASSUMING THAT A i'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+3241"=65.REFERENCING SHEET 26,THE COLUMN USING ®3�2,
-'- 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 �a22
DESIGN PRESSURE OF+60.01-60,0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE.USE THE NEXT LARGER SIZE AVAILABLE.
E:PITAL
SEE 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+1.58.3 PSF AND WOULD o
DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. o.4wSHEETS gV 2.3 .-
FROM TABLE 4A,SHEET 8,THE 1"X2.75'X.650`MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+F727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72• OPENING AND MAY HE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MULLION N
LENGTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X6 �� DO 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 Tn
SEE 0 I—
W=J
etals, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL lL
HEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT SE INSTALLED IN ACCORDANCE WITH THE J W
2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _
In
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO B£72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, Ul C o'
NO IWCHOR9IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF SO PSF: (7 (A
3Z• 32' (— � J
--14—MULL
WIDTH 636 LES l
OPENING WIDTH (60 PSF)X fi 72 7 PSF/=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) Z m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318".THE OPENING REQUIRES A
DESIGN PRESSURE OF+50.01-55.0 PSF. r nn�
FOR THE VERTICAL MULLION: ~ Q N o
Z
1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105"AND THE OPENING WIDTH IS 36"+36'+l"=73".REFERENCING SHEET 25, Q Z m `-
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-318'AND WILL In U) C,kiCp
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 450.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W Ili� 0 0
OJ..
FROM TABLE 3A,SHEET 7,THE 1"X 2.75•X.375'MULLION(LENGTH=108',OPENING WIDTH=SO-)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF R Y Y
MULL WIDTH r— AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F N CO
Uj
'r FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108•,OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d• Z U) N
SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m0 -0
-SEE DETAILS. Wma
32' FENESTRATION 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
PRo0ucr5 2'3� ASSUMED.VERIPY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING,ALTERNATIVELY,THE
WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPROVAL
THE 73'DIMENSION(35-1(35-112"+35.112•+2"=73").(35-112"+35.112•+2"=73").
I ' ' 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 I i CONCRETE HEADER AND SILL ARE W WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W.CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION 7 - 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 REQUIRED ANCHOR CAPACITY OF 971 LBS.
S DETAILS, DETAILE,
OPENING SHEETS 2-3 SHEET FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2•X 4"X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
, O MULLION TYPE COULD 8E CHOSEN.
MULLION 7Y PRODUCT REVISED
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 321+72'+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE B ilc.ding iO with do F4xidlt
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 Ace timce No 16-0212).03
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. pimlion Uate 2OZ
SEE
S _ETs, 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 W By 1
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THEW,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mi Dade Product'
L �-24 (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 111 I I I!l
T — ANCHOR CAPACITY OF 521 LBS. `�.�o�,( LYNII fif,"17,
L."
a',HORIZ. I 'HORIL--14)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 1213 FOR THE U-CUP SHOWS THE ANCHOR •'\,\G `ULL LENGTH MULL LENGTH 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. I4u.(i8/05
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION; •11 ,�/l
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PSF FROM THE 38"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). (_)'• S Al O
THE LOWEST DESIGN PRESSURE IS+1•69,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. --'��.'•.,�=1 Oi 11D�;'.•-\l;y;
�, L�n".....• C.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION iii,?/oNAV.
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAN MILL�}2,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: W2
+ n*
®qN mryN
1
PW PW PW �;;7,z�
IDH
h j -
co
I
- _ o m
SHIOH SH - SHIDH SHIDH PW PW w N W
- i D
rn C2
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION1 M
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / ~ (D J
(L-{ HINGED
DOOR
1 _ SGD �._. Z ;.
LOADING OF VERTICAL MULLION W Z
PW
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION
PW Q Z o
N
§ W O
_ - I PWPW Pw �6 8-t—
/ fA
PW iij
SHIDH
SHIDH - SHIDH SHIDH d eO Z N 0
SHOH
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION1 I
I
_ PW PW HR
I
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
- I
PA HINGED I NOTES:
^eiGt]UCT REVISED
DOOR PW - _ PW asc—piyingwilh dw Florida
_ I I 1)DRAWINGS ARE Building Code
RERESENTATIONS OF TYPICAL Acceplaace No p
PW CONFIGURATIONS. "+imU Dm 20
- CONFIGURATIONS NOT SHOWN
D O / PW MAY BE EXTRAPOLATED FROM Miun' a hoducl
j / / THOSE SHOWN.
2 IF THE LOADING TYPE CANNOT ++ r
1 ) `�`"i}•; 1-Y)�.I ��r iii
I BE DETERMINED,USE �`�,��%,.•tTll^�.�((•• �i
/ PW RECTANGULAR LOADING. ��• .•' J'-••'F ' 'r
_ PW PW I
_ 3)SEE PRODUCTS'APPROVAL FOR No.5870:5 _
- - - - ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 a / '..�' t 6 fY'
1 -'CS ( In:;
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS "1 ,:
I
SG D ~'��(�'.• S L fL SIF
I -
LOADING OF VERTICAL LOADING OF HORIZONTAL A.L { I��kRi
•YNIi �•E•
MULLION MULLION FL P.E.#58705