HomeMy WebLinkAboutProduct Approval (2) I M 7°�fid.[�s�. �`1��€ t� PSA ;��"�f 5�t���1 a''�"-a a�_7 �i���E {% ` a '�'.•'�.g2 ����-K,
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(Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
.L261 R10
Application Type Re
00
Code Version 201#""4`
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature )ens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
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
Summary of Products
FL# Model, Number or Name Description
26:1 d Mullions fog All;Doors-and-Windo Aluminum/Vinyl Mullions
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL261 R10 C CAC 16-0218.03.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL261 R10 II 16-0218.03.Ddf
(NOA)for product performance information,and mullion clip Verified By: Miami-Dade BCCO-CER
anchorage details. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back Nezt
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 mail 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:
•I®R9
E
Credit Card
Safe
�� yrs
NM IAM I-MA MIAMI-DADS COUNTY
=IMF PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCVS(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADDIINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy
PGT Industries,Inc.
1070 Technology.Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued tinder the applicable toles 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
Raving Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami-Dade County)and/or the AHJ (in areas other than Miaini-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 inanner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, Nvith revision B
dated 10/10/14, signed and scaled 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 Sbetion,
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 Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion: of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shrill be available for inspection at the job site at the request of the Building Official.
This NOA revises And renews NOAH 144105.01 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.
cr
NOA No. 16-0213.03
i+11AMI DAD,GOUNTY Expiration Date: May 26,2021
IJ JlJ Approval Date:April 14 2016
'»ge 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Suhinitted corder NOA No. 10-08.19.0
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
. through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test, per FBC 2411.3.2.1, acid 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
L Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5rh 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.
V1anue e ez,F.R
Product Cont of is xarriner
NOA No. 5-021f�.03
Expiration�D o: iYay gib.�,3?
Approvsil Daie: Apt ii 14206
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying With FISC-5"' Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and seated 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
"TGT" Clipped Extruded Aluminum Tube Mullion L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel P.E.
Product Contx I E. in 1'.ic r
NNip 02OA -0213,03
Expiration Date; May 26'202
Approve Date; tspril 14 Vi6
SUITABLE,FOE ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALLi)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
MISSILE IMPACT.-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION 15 UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER.FOR THE BEST INSTALLATION METHOD.OPTIONAL iX OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................i
MOST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1
ELEVATIONS. ......•......i
FIGURE 1: THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLT02XWOOD........................2
.MULTI?LE 0 HIND WiDTH FOR VERTICAL MkIU_ ARCHES TO 13E MULL TO IX&MASONRY 2
MULLION P" INSCRIBED INSIDE HAVE BEEN TESTED AS*FREE-FLOATING*AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL
SEE DETAILSINSTALLATION NOTES...................2 LL
RECTANG NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL 10 MASONRY- 3
A-DC.t; SHAPE MULLTOSTEEL STUD................ 3
SHEETS 24 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL ......................3 CO
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NOMORE THAN 1.1180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS a U) ru
z
IN THIS ANCHOR EVALUATION. 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, ALTERNATATF 4 U)
DAY MULL INSTALLATION ..........4 0
I X2X.125 MULL SP S............_5 -1
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE I X 2 X.376 MULL SPECS6 rjJ
UJ
INSTRUCTIONS. I X 2.76 X.37
.375 MULL SPECS.-_-I (y
z
if c
W 0 a
SEE DETAILS I X 2.75 X.65 MULL SPECS—- _8
PRODUCTS TO DETERMINE PRESSURES AND I X 3A26 X.500 MULL SPECS _0
T 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION I x 4 X'125 MULL _io
A.HROU; SEE DETXL,� I UNIT CONSIDER - "' (n
DO
SHEETS 2-21 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULT PLE S, X 4 X.375 TUBE MULL SPECS 11 (C)
A THRO G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1X4 X.376 Ir MULL SPECS _11
I" III SHEETS 2.3 PRESSURE OF MULTIPLE MULLIONS Oil PEN ESTRATION PRODUCTS SHALL APPLY. 1.25 X').188 X.265 MULL SpErs...'12
OPENING 1.25 X 125 X.1 OD
IULLSP5CS.....I3 = UJ
H61GK 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UPTOTHE NEXT SIZE SHOWN ON THE TABLE(S). I.2SX12SX 424MULL SPECS 14
U, FOR n
1.25 X 3.94 X D24 MULL SPECS 15
HORIZONTAL :D 2 12
LL 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 . 2 'Uj
< 1z
SIESDETAIL E, 2 X 6 X.25 MULL SPECS.-.......... 17 _J
SHEETS BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT < (1)
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26 X 2.11 X125 MULL SPECS 19
I 1-- 5
30 X3 BAYMULLSPECS 9 z C,4 0
REACTIONS. 45:111-2255 BAY MULL SPECS 20 < Oz to 2z
MULLION&CLIP DIMENSIONS 21-23 z w
FENESTRATION 6)REFERENCE:TEST REPORTS:FIL-6,143;ELCO ULTRACONIAGGRE-GATOR NONS EXAMPLES I e 2..............................24 _J Z6 10 4;0-
MAY LOADING EXAMPLES 25 co
BPRODUCTS OF ANY TYPE• LU
9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 121_ uJ Y_ y
MUST BE 0) (n
CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH FL z
MANUFACTURED LLI
PGTv
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 0
< 0
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. go
SEE DETAILS
111 QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
.0
ao
ONTAL A•0 G.H:
MORIZ a
MULL SHEeTS 2•a )NIOTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
LENGTH
HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: I)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING USING THE ASCE-?STANDARD.
.-,,MULL I—HORIZ.MULL LENGTH---( 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR-OR-TRIANGULARITRAPEZOIDAL.
BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. FRODUCr REVISED
:77 17
-:HOT"
OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT-1 FROM TABLES IA THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
as C..plyi.g�hh 0he F1
kz�
HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
F F ENT fLBS/FT2)FOR THE OPENING OBTAINED IN
MULL HDR17 MULLION CAPACITY(LB�IM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREM
txida
HT MUL MULL STEP 1)�
oprLIN V
t3vftG[n Coda
W:G LENGTH f
LENRGTTH
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LES THIS VALUE BY
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE
OPENING WIDTH S4NULF771J1 Jot; G;NGILE NAuLLION 6)FROM THE ANCHOR CAPACITY(LES)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE
L ANCHORISUBSTRATEIANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
-4FOORPV�ENIRNTI�CWALIDtTiUHLL QAPACI
TY IS MET.
:O.9RHSPCNQING DETAILS MULTIPLE MULLIONS •
7)IF THE MULLION CAPACITY(LBSIFT11 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT, FOR THE N..-,8705 5�
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 FOR THE SAME SUBSTRATE 7--.
0 ",
STANDARDS USED:
• s'
-20t4 FLORIDA EUA-DIMG CODE(FBC),STH EDITION ANSVAFt�PA ND-S-2012 FOP.WQCD CONSTRUCTION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %P C .• TE F
CAPACITY(LBS/FT-)OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
4ontV
I-
*IALUIMIN,11 4DESIGN MANUAL,AOM-2010 PRODUCT ASSEMBLY. ' V,
i A{51$1; 07152.2u10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. ��101
A.LYNN P.1#41R.,"�\E.
FL.P. 58705
DETAIL A: DETAIL B: MULLION a o
MULLION TO 2X WOOp BUCK MULLION ON ATTACHED TO 3X E-A-K.
KSTRIP TYP.ANCHOR o ° w
OR WOOD FRAMING WOOD BUCK AND MASONRY AND /—PER SUBSTRATE, pY z o
T SEE SEE TABLES IB-16B
_(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN)MULLION EET t. - - V) Y"I o CCf
Z wN UI
i ! SEE SHEETS 'a 4 t MIN 2.7 K51 ":• EDGE 11J
EITHERTHE ,a I 1 I 21.27 FOR HOLE d 1 I I CONCRETE OR CMU J 171
'��bISTANCE,
STANDARD OR n ( LOCATIONS a t. i .y SEE SEE TABLES =
OFFSET MULL a EDGE a 1t ! I � 60GE 18.168 Lu IL'8 U1
CLIP MAYBE DISTANCE �/'/ m a n 1 ^ ANCHORS Lu Q arS
INSTAtIED 8Y ° d I I
FORWOOD 1 I •° ANCHORS m O H
THIS METHOD. A SCREW$ 260•MAX FOR a°d I I I SIDEVIEW � z IWO sn
y ALL MULLIONS da 0 J
- 4 a ° .�^ n EITHER THF
SThNDARD U m
OFFSET MULL Z a
CUP MAY BEsU~S1 .
d EXTERIOR u , ^ NSTALIEbBY ] F
°d `•..a�M1Y. �.. THIS METHOO.� _j Z rcZ
d EDGE n� Q r r
OISTANCE
FOR .- 4d Z 0 c•( O
° MASONRY
° THE OFFSET CLIPIS ANCHORS _ y¢-• V—px fso EO
RECOMMENDED FOR (� �f�'
EXTERIOR '4. FtN-FRAMED to a o
Y/IND WJS,BUT I.IAY W
AI.SD BE USED FOR f— c
OTHER FRAME TYPES. U Z �; �:
o
UQ
TYP.ANCHOR TYP.ANCHOR ggPP S�
TYP,ANCHOR PER SUBSTRATE, -PER SUBSTRATE, ti 6 Ia 6�rc�
/-'PERSUBSTRATE, //' SEE TABLES 18.188 SEETABLES MASS ,-
/ SEE TABLES IB-168 /I SDG IENO
/ DISTANCE /', / BUCKSTRIP
�"•'—
SEE
TABLESATTACHMENT
EMBEDMENT BUCKSTRIP 78.180
^ BY OTHERS,
AND EMBEDMENT•-- � � - SEE NOTE I,
ATTACHMENT I ,'.
SHEET i.
0Y OTHERS. ..
SEE NOTE i, '
SHEET 1. .. .
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW PRODUCT RBVISED
SIDE VIEW as comptyi-g wa the FlOCIIN
j FRONT VIEW Acceptmc�eNo •off
EX imtinn I3atc
INSTALLATION NOTES: 13y
- - MiMBi do Fmdud C106b'PI
+• T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
- 2j OI;ANTITY OF ANCHORS AND MULLIDN SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \``LL
CNLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ti� lk\O.•`; Ent SF'•.�F�
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
FOLt v'!NG S},E£TS.FCR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, i:: N0.58705
3`ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
j 4)Wd�)Q SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ;F}'•, �f `v•:•{�'U_'
S CI 6.CF a
5iFO..^,MASQt83Y APPLICATIONS IN M IAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED "'•.?PWittD.;•' Com`
i ELCO ULTF.AC{lN OR ELCO 1114"S,S.AGGREGATOR MASONRY ANCHORS.
III .� '.S(Ultih,1.•�.•
A. P.E.
FL P.E.#58705
DETAIL E: e �
DETAIL C: —1 .120•MIN. MULLION TO MULLION
'MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: �' a
MULLION (U-CLIP W$ u
MASONRY.STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR'CROSS' V o
(STANDARD CLIP SHOWN) INTERSECTIONS. � 4
VARIES of u
y _ 2)MAY BE INSTALLED HORIZONTALLY R'
i I (SHOWN)OR VERTICALLY,
I TYP.ANCHOR L ja�EITHERTHEI1PER suBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21.235>mSTANDARD OR BEE TABLES ID-13B vOFFSET MULLTOP VIEWFOR CORRESPONDING MULLtON.CLIP G+AY BE I EDGEDISTANCE MULLION INSTALLEDBY \ II ' FORAORS THIS METHOD. I I A oFl MAS VAAIES -----'j 1112 STEEL SCREWS.
SELF-ORILLING OR PRE-DRILL �MULLION AND USE SNIS ❑EXTERIORd° L+uu1DN EDGE DISTANCE - THE OFFSET CLIP IS " m FOR MASONRY RECOMMENDED FOR ANCHORS ° �„ - F7N•FRAMEDINTERSECTION yd
WINDOWS,BUT MAY v dZALSO BE USE.FOR U•CLIP 4d Ol'HER FRAME TYPEB. EXTERIOR �-'TYP.ANCHOR '.d .d d NPER SUBSTRATE,SEE TABLES 18-130 a �TYP.ANCttOR SEE HOLELOCATIHEETS 21-23 NS i0BUGKSTRIP PER SUBSTRATE: HOLE LOCATIONS� 1 SEOTABLE510.138 FRONTV{EW EDGE _ pY Y
ATTACHMENT DISTANCE �`I---' }
., BV OTHERS, 5EETADLES ?
EMBEDMENT + SEE NOTE 1. i8-t30 Q Z Q0 0
* SHEET 1. .•.' ...:.a; ,° a E Z..0 0
1 I -�—D SGTANCE
MIN 2.7 KSI CONCRETE OR CMU SEE TABLES SIDE VIEW sl e�im
MIN 2.T KSI CONCRETE OR CMU 10.130 p ❑ ¢
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES,
STRUCTURE -
TYP.ANCHOR
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. /—PERSUBSTRATE,
P' \ l SEE TABLES U1439
2)QUANTITY 6F ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS PRODUCT RBVISCD
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 2i-23 FOR m—oplyleg with the FI-64
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Code
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Acapiallcc T.IDt(a•'C"JL 1$•63
' � Cxpi�tl nUala �Z�
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. •� -MULLION
BY
ilem
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. / �� et
5)F(:A MASONRY APPLICATIONS IN MIAMI•DAOE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED t.
DISTANCE ltti�t 4YS•!+V;q
ELCOULTRACVNORELCO174'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEELBWDSTHB9NERTIM -Ell
J��Cjt . '_"•'••<<�;n
FRONT VIEW III GA AND COMPLIANT WITH THE FL BUILDING 16.138 �t • �C,GDlSC i
- CODE,A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS.
EXTERIOR USE WOOD ANCHOR SIDE VIEW r NG u
NOTES: Lu Z
Qry�
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �) "Lpf-��: j::
ANCHOR VALUES MAY BE USED. (n;;, S'LOPt01",•
2)SEE CORRESPONDING MULLION TABLES, 8�jt•')) fG,\`
SHEETS 5.20,FOR QUANTITY OF SCREWS. 'A.�L'YNNIty�(LLE 1H,P.E.
. . FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION d a
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o
sEe DETAILs a.E, 30'OR 45 gz6� "
/ SHEETS 2 AND 3 FOR INSTALLATION BAYMULL
/// TO SPECIFIC SUBSTRATES. N
/-MULLION $T S m h
O 0 Z 2 to
O O
O O 0 O O OILI
O 0 TOP VIEW N
SIDE VIEW i LU U o O
SHOWN WOR I'X 4-X.125- TOP VIEW 1
MULLION I I ) I h Z —I
I I y t TYP.ANCHOR O
EXTERIOR I I I 1 PER SUBSTRATE, U m
F SEE TABLES 15's'
1GB Z = $
ce
4 TYP.ANCHOR
STANDARD MULLION CUP I i—PERSUBTRATE, ,.I� EXTERIOR j rj 5 �z
MODIFIED TO FIT FIELD SEE TABLES 1B-145 `LI Q z '--
CpNDTTIONS. r
I I �I TX 5•ANGLE CLIP. h Z Q 6) p
t 2 PER MUWON END.MUST BE (� N
1 Z
1 1 I I I INSTALLED INSIOE OF BAY MULL. F h @� � z-- -
' MULLION 1 ; �_- C1? ,,` da u 0 R
I N J� _
I 1 1j I I
j I I I I O LU
2•X5•X.125• N co In
II 1 I� ANGLE CLIP, -"' () Z Q Zr
Q \ I I I 1 2 PER MULLION END, -�`" ¢ '- Z 4
I I I MUST BE INSTALLED (L c y.N w
I I INSIDE OF MULL. 2'- m 0 5;0
'\,,�_TYR ANCNOR b
PER SUBSTRATE,
SEE TABLES 1p-140
INTO WOOD.
l.--C STEEL,ALUM
OR MASONRY JE,�
INTOWOOR STEEL, STANDARD CUPEL BE EXTERIOR ~ EXTERIOR
ALUM.CMU OR MASONRY MODIFIED IN-FIELD.
em�RIOR OB.
OF�/ / HOOE a I5yp4 „�C•7 l rWXIUCT REVISED
pEP � ns cmnplYing with thu Flmidn
Q-• -l� Building Cod z
/ F
fL- Attvpin xc No(Co'421$
INTO WOOD,STEEL, .0r., lion MW Z
I
l'Yi ALUM,CMU OR MASONRY EDGE O I
' �
DISTANCE BY
PER Mium tilde Prod ct
• .. l
ANCHOR
t
DISTANCE—�—_�
PER ANCHOR 1 NOTES FOR INSTALLATION OPTION.G 8 H: `���1 {-YW.N
�� 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUSI BE INSERTED INSIDE OF MULLION. .t; �tGENSZ� r ;r%Y
NOTES F::R fW?Ttt L ATION OP'PONS
2)DETAIL G SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE NO.58%05
iIDETAIL IS PI7TS?z LICABLE F:OR THE BAY OR 1.25'X 2.11`X.125'MULLION. LOCATIONS. _
2).^E `.• ^
. — C2),-E-.T ALES 1B-1b8 PORANCt MOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. :.„ t
ov
�'
f 3)DETAIL H:SEE TABLES 158 OR 158 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS.
OLE 3)THE 2::5 CLI?IS NOT SUITABLE FOR THIS APPLICATION. '(�
III I A. E.
FL
�,�� FL P. 58705
_ 1
TABLE 1G, 9
Mullion Capacity Table Ibse Y �x
Opaning Nlidth(tor vertice(ty-sparr3tg mutons)cr Oponing Haight{for lnrixonla6y-spamlrg DVAI xl9)
501n 6014 70 le 80 In 901n IOD In 1.in 14014 160 1n
Reciang la Tmprniang. v
Reetangotar ttaprRiong. RectengAar Tmp'Tdeng. Reclengum Tteptitiang, Rectasgxar Traprrdang. Rwfloter Tm4JTdaiq. Roetangoter TrepTrdeng. Reciangutar TmpTnteng. Rt actepv Tmprideng.
1x2xA26 Loading Loeding Loading Waring Loading Loadng Loading Load-ng Loedng Loading Loeding Loading LeAbIl Wedng Loedntl Loading Loading loading si U
Alum.Tubo 3• & .` .0 & .& t & .&' .�'� .S £ k- .F F b• � 8 LL
Mullion 1 f
R t3 til TgyT g 9 } 3 3 z ryr t3 Ry b 3 3 gk¢ 13 c3 yip 3 g 9¢}!7 g3 Sy 3 33 8 a ti �p g�gg c3 s�T}yy¢ � S e (3p S 3 3y8.1
- m
did .5 d` fi f ' d z �tt W
O LU
4214 111,9 IOC 129.6 332 93.2 406 115.5 325 79.9 l08 107.$ 321 69.9 408 104.4 319 e2.1 408 104,0 319 55.9 408 104,0 319 16.8 d08 t04.0 319 79.8 408 f01A 319 35.0 4D8 504.0 359 J W
W
48 In 74.0 312 83.0 268 62A 312 7JA 262 67.6 312 67.0 218 46.8 312 872 246 41.6 312 81.3 244 37.6 312 91.0 244 31.2 312 61,0 244 26.8 312 61.0 244 23.4 312 61.0 214 a U)
N
60,625 to d},9 281 70.6 214 63.2 281 65.6 728 45.8 28t 65.7 224 39.8 281 52.1 272 36.5 Z61 60.t 720 J1.9 281 i8.3 219 28.6 2Bt 49,3 218 22.8 285 49.3 25H 20.6 265 t9.3 219 W p o Q
m5161 52.6 247 51.5 207 43.9 247 49.8 202 37,6 24T 44-0 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 t91 21.9 2lT 38.1 19] 18.8 247 38.1 103 16.4 247 38,1 193 m O �'
M0 J
e 601n 38.4 2DO 41.2 170 32,0 200 35.4 166 27.4 200 31.5 163 24.0 200 28,9 160 21.3 200 27.1 159 10.2 200 25.9 157 18.0 200 25.0 156 F-
'�
63 fn 37.1^ 181 35.3 155 21.8 181 38.3 152 23,7 181 M9 t49 20.7 tet 24.5 146 18.4 181 22.6 144 16.8 18t 21.7 143
6614 2040 IS$ 30.6 142 24.0 t65 26.1 179 20.0 165 23.1 536 16.0 165 2LO 134
72 M. 22.2 139 23,3 120 18.5 139 19.9 118 15.9 179 17.6 116 CL S
Tal.- 18.9 125 19.7 109 15.7 125 16.8 i07 o rcZ
78 in 17.4 118 16.2 104 Z- J
:D
TABLE 1E ANCHOR CAPACITY ADJUSTMENT FORMULA: I¢. I O
Anchor Capacity Table ibs N d �O ar
ANCHOR CAP.,,,,,,,„, g o
Sobehete: 2.7k Oot.,alo 3,5k Cont. HWl-CMU Filled CMU PT Wood MOM {DP,n)X( }=ANCHOR CAP.,,, 'r;
MULLION CAP.,F,,,,,x
Anchor Type: 3t10"Eko Ulasson iid'Eko UlBeton ytb'Eko Yt6'Eke WOacon tM'Eka Ul9etan 114'58 Eko Y/8'Eiw ir4'sS Etta 5506tea p12 Stall 512 Sled m X Y
Anchor Clip Patteme UIUmon AgOmCal" Ultwm AggreGolor s-(G5)so-(05) 9v"1o5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Nin
Edge Dslme CAPACITY REQUIRED'CORRESPONDING TO AN >--• }�
On): 1^ 2dR' 1' 2-1Q' }t!8• 1' 2d2' t' 2-i R' 2' 3-ttff 2' D.I6' 0.54• 6.324' U X
Emtaanau Mi 5•34• I-XV $-YV. 1.314- T 1-114' 1-tr4' 1-114' 1-114• I.V,%* IAN- 7 1,318' tare• 191194 ACTUAL PRESSURE REQUIREMENT FOR THE Q r Q Q
2Arrhom4�4.75'MIn.O.C.1SlandNd or OBset Op(Flo.11 390 m, 390lbs 450 lb, 890lbs 16441bs 270 tbs 260 lb, 35a los 740IC.s 314 ac 664 ft 946 Ms 31I nu ,421., 5W Iba OPENING,WHEN IT IS LOWER THAN THE MULLION D.a 2m0�0
4 Amhom Q i iF MIn.O.C.I Slendxd L f 02set)C5p(Fig.21 4801bs 700ibs NIA WA WA WA -3801be WA WA WA WA WA 682 lbs a851b4s 1120 IM CAPACITY{FROM THE TABLE)OF THE SELECTED H oma
4 AmhxG QT Min.O.C.112)2x5 Angle Olps r(Fig.31 760:bs 7901bs 080 Na 1560165 1898Iiq SIO IW 560 r1» WA 7601bs 74816, ee01b, 002tbs 662 R>s sa5lbs it201bs MULLION.IT WILL YIELDAMINIMUM ANCHOR u i
2 Amite.{8 OAT V-Q.C.t U-00,Nto.i25'M1Sim.(Ftp,41 WA WA WA WA WA WA NIA WA WA WA WA WA WA WA Tib ib, CAPACITY WHICH MAY BE USED TO QUALIFY
1 Ancnor I FCup(P0.51, 195Ibe t95lbs 22510, 445 F., 822 C3 135 r. 140Ibs 577 Im 370 me 10716, 33210, 473 Ib. 57o r". 22uM 280Iw ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anehm Q t.tS'Mtri.O.CJ F-0I¢vg,611 240 Res 35A ms WA WA 1 WA WA 190 lb, WA WA NIA WA WA 341 isxi 4421D, 500 T09 ANCHOR CAPACITY TABLE. -
NOTE:FOR THE 0FF8 ET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
�pFIGURE-•---1: �•---------��� FIGURE 2: -------III TABLE NOTES:
PR(onUCS I' RW With
the i)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES ANp SHEET 25 FOR INFORMATION ON LOADING. as anmPlYinq wial the Fluids
Ir
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. UURdIag Code
--t t.000" ;•-
Ac4cpiailcet3a '021
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r Bx Mi°Dal° '
FIGURE 3: I By
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miam"1 do Product
a� # HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
•125 \��nt�{�Y1�1FJ•))11.(FP
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREASED t `r�Y`, �Gr,;t•15[
FIGURE 4'. FIGURE5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THiCK(18 GAUGE).STRUCTURAL STEEL TO BEAT t'X 2'X.125"MULLION .1.; Ho.51,705LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
� H � THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY 8E STEEL,1&8 S.S.OR 410 S.S.
`"-
�1 tt•Uv
ERN E. '
FL P.E.#56705
TABLE 2A oh
Mullion Capacity Table IbaREs j; z
Open IngWldth(forter0calry-spanningmJlora)orOpeningHeight(forhodzontarty-sparcingmlfbns) C Q
60 in 60 in 7014 001n 90In 100 in 1201n 14014 ICA ID 0'
O
Rp tangaipr T,apfndarg, R401-0001 Tmp7Tsian9. Reelaqulat TrapRnpng, Reclar0ular Ttapldotg. Reclanguler TMprTOorg. ReUargNat TmpTripre. Rxtangoler 4apTdeng Re0l.ngaaI TlapfTdatg. Ratangulal 7mpTrton4. °y
1 X2X,376 L.WDg Loacpi; loading Lcedln4 Loading 100Arg Leading LoadIN loading 10048 Lmd" LbAing LOWIrg LoDang Loading Loading Load1m Loadirg oY
Alum.Tube i 4!j w
., fig• .. '� .. a s..{fitP Mullion
co
b;T 1 dt'1O �� F141
170.0 620 170,0 435 151.3 602 170.0 478 129.7 662 170.0 506 1136 W2 169,6 516 1009 662 160.0 517 .J.e Cbl 166. 617 767 682 .p 517 64,9 662 100.9 1699 677 W
121.6 601 136.0 419 107.4 507 119.2 410 88.9 607 108.7 403 76,4 507 11726 393 67.8 507 99.8 3@7 80.6 807 89.0 390 60T 507 99.0 390 83.4 667 99.0 396 300 607 99,0 398 W
_s =
103.7 466 174,6 370 06,4 4w 89.9 371 74.1 456 90.5 361 64.8 456 84.6 360 57.6 456 01.3 357 61,0 466 90.0 356 432 456 80.0 356 31,0 456 80.0 35ti 324 450 lA.9 356 m to85.4, 406 93,3 376 71.2 400 809 326 81.0 400 72.7 322 53,4 400 67.3 310 47.5 400 01,0 316 427 400 62.3 314 35.8 400 81.8 313 30.5 490 61.8 313 28.7 4W BI.B 317 °00
623 324 E6.0 278 61.0 324 57,6 270 44.5 324 51.2 264 30.0 324 469 204 34.0 324 43.9 257 31.1 324 429 255 26.9 324 40,5 253 22,2 324 40.6 253 19.5 324 40.5 253 FJ 53.8 2e4 57.4 252 44.8 294 49,2 246 30.4 294 43.6 241 33,6 294 39.0 231 Me 294 37,1 234 Me 294 35.2 232 22,4 2D4 33.5 230 19.2 294 33,4 230 16.8 294 33.4 230
46.8 266 49,6 230 39.0 268 42.4 225 37.4 268 37.5 221 29.2 258 341 218 26,0 268 31.0 215 2x4 260 29,0 212 59.5 2fi8 28.0 210 18.7 268 27.7 269 14.6 269 27.7 209
721n 30.0 225 37.9 196 30.0 226 322 191 25.7 225 20.4 iiia 22.6 225 25.6 te5 WOO 225 23,5 102 18.0 225 221 100 160 225 2tk3 177 12.0 225 10.6 176 11.3 225 19,6 176 �, w
'78N 30.6 202 32.0 117 25,6 202 27.2 173 21.9 2D2 23.8 170 19.2 202 215 167 17.17 202 19.7 105 16.3 202 184 163 72.8 202 76.T 100 Me 202 15,6 756 8.8 202 15.0 16B J �o ¢Z
78ln 2a3 192 23.8 1'a 23.0 192 2S.1 165 20.2 192 2x0 162 17.7 192 19.7 159 55,7 192 1&1 157 94.2 182 16,8 165 11.0 192 15,2 152 10,1 192 74.4 756 119 192 14.2 150 Q J r 1'
931n 18.5 144 10A 12a 15,4 144 161 126 C 2 ` O
win 152 12T 15.6 173 }- t0 O
tf0 3I EC3 3r
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: fA 4? -
AnchorCa ac Table fibs) ANCHOR CAP.,,,,,,,, tV o2
sab4tnSW 2.7K Conuett 3.5k Car9, tto4ox cmu Fined CMU PT Wood Motet (DP,•,)X{ }}ANCHOR CAP.., to
5716'EMA 114'SS Elco 5'16'Etm 114'S8 EIC.
410 Sletl 012 511101 412511111 MULLION CAP. ,,,,,
Anchor Clip Patterns Ateta[Type: 7l15'Elco Uilmcm 114'Eko NVocOn 3716•EIsO Ultreco4 ltd•Elco t9/VocOn U X Q O
1111-n A*SS 19a t73va0on h4paG4mr auc r;GS)s4rew{651 sercw(t-.5} USE THtS FORMULA TO OBTAIN THE'ANCHOR
Edgo DISI-e 0nE 1' 2,112• 1' 2-1r 3-1/11' 1• z-92- 1• 2.12' 21 3-10• r 0.48' 0.54' o.3zr CAPACITY REQUIRED'CORRESPONDING TO AN pa•$r N [n
Emb d-pt thl 1-314' 1.314• i•314' tau' 7 1414• 1.114' 1474' 1-114' 1414' 1-114• 2- I've* 1x18'• -des ACTUAL PRESSURE REQUIREMENT FOR THE '0 m0
€d W
2 Anoba4 4.15'Mi,.O.C.751oMard 01004111 G1p(Fq.1}. 390 HIS 390IDS 450103 090 IDS 16141bp 270103 200 IDS E41bs 740101 Mlb, 664 8481111 N11bo 442771 sa9lbs OPENING,WHEN IT IS LOVlERTHAN THE MULLIONCAPACITY FROM THETASLE OF THE SELECTED480 @s 714As WA WA WA 3001azWA NtA 7UA 08224 885145 11291as ( )dAnctta4®3'Min.0.C./(2}2p5Anvicglpar(Fq.37 reo Ina Tlq las am Ibs 1580 w4 199611m 5+01bp 5601as wn Teo Iba 189211sp sexIbseeslbsMULLION.IT WILL YIELD A MINIMUM ANCHOR
2 PnOhols OAS•MIn.O.C,7 U{21p,N1o,125•Alum.(Fq.4}; WA WA WA NIA N!A WA N/A wA tt7A WA WA N+A 715 As CAPACITY WHICH MAY 8E USED TQ QUALIFY
tAnchor!FC1Ip(Fig.S}: 785105 195W 225145 4451.5 8221W 135 ft 140105 177145 3701DS 473144 170145 22110.1 2DO Ibs ADDITIONAL ANCHOR O PTIONS F ROM THE
2 Ancaae 1.15'MIn.O.C.1 F Gi Fq.6: 240 W1 350 mz WA WA N!A WA 190105 WA NIA WA 341 Ibs 4427aa -Co bs 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: r-R00UCT RF.VISBD
as to.'Piyin8 with 72ro Fk k%
® 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. nuilding Code
r♦ 1.000" Ac...... cN9l -0'L •D�
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, '1 F" Enplralion Dalc /LD7ji
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. DY
FIGUP.E3: pliemi de7t0dudt
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. I 1 I I f I
000'
� � � • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2. � !�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i \\�t�t,QN{...... 1,114e r��J
ANGLE CLIP MUST BE USED IN PAIRS. _._L 4tCE7 qC (o
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDL 375" 4
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 11' h4.53'705 7'
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUM!NUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125" -
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,04V THICK(16 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
t I _ I THE MATERIAL.910 ANCHORS INTO WOOD MAY BE STEEL,18.8 B.S.OR 410 S.S. `� S A
me U.^li_-_-_J LL�J_�I '-„p s,:rr t• ���
Al
A.LFL P M#587 1P.E.
FL P.E.#50705
FT�ABLE 3;-. Mullion CapacityTable(lb97R2)Opening WIdth(for verHcetly-spfircirg midpons)or Opening He lit(for MdzoNelty-spanring mtt110n9)
60:n Min 70 In 601n 001n lee In Vain 1401n Ia0 In kl o
d
1 X2.7b X- Ra.:an9r:ier Trrp'idwq. Rec4enpUar Trap?dan,7. RecianW7or t7eptaalq. ftacta:gUaz Traytr0ang. Recten9uter Tra}yTdanp. RaatanBUar Trepttdang, Raatanpatar Tta7yTdenp. Rect6ngUar TteprTdang, Rectangntat Traptrdang. Bbl{ ¢
L<adnp LQednp Lwdnp Loadnp Loedrq Loadrq Loadrq Lwdn9 Lpadnp Loedng Lwdnp Loading l.oedn0 Lo ng L.Ing Loadng Loednp lnadllp �Y u
376
Ab14i17, 5., ,. a .. .,. s • "'141.. '� .. .. .-
*-1" 1'7 E - E E E E E E E EMullion
�. € ap �� g• s &� ., � a �m fi € g g• �, pow�� o 020 170.0 435 170,0 744 170.0 4T8 170.0 868 170.0 508 170.0 BB2 170.0 619 170.0 1116 170.0 521 170.0 1240 170"0 621 148.7 U(It 170,0 621 127.5 1301 170.0 621 111.5 1301 170.0 521 7 A 170.0 524 170,0 050 170.0 584 170.0 092 1700 630 170.D 1133 1TDA 661 161"9 i119 170.0 077 138.8 1139 170.0 680 11J.9 1119 170.0 MO 87.6 1119 170.0 660 145.41139 170.0 680o (7y
747170.0 663 170,0 8A8 170.0 63t t87.$ 1032 170.0 684 148,8 1032 170.0 723 130,5 1032 170.0 747 117.4 1032 170.0 756 97,9 1032 170.0 766 83.9 1032 170.0 756 714 W32 170.0 756 w 0 O
797 170.0 012 161.3 007 170.0 $91 135.2 907 164,7 730 120.9 907 152.6 720 107,6 907 145.0 714 96.8 907 141.1 710 ff4.1
7 14D.0 709 69.1 907 140,0 709 60.5 907 140.0 709 (1] O 735 1516 625 117.8 735 130.3 Oil 100.8 735 118.D 509 88,2 715 106.2 690 78.4 735 02,6 663 70.5 735 95.1 678 5 91.8 574 50.4 735 BLe 6Ti 44,1 735 91.8 514 LG8 130,0 570 101.8 663 iii.5 567 87A 668 08.9 547 76.2 Me 90"1 638 87.7 BM 63,9 531 69.9 666 7&8 ff286 75.6 52t 43,6 669 75.8 $21 38.5 860 75.6 521
U
06 MR 108:) IAT lltt 522 58.3 M1 98.1 511 75.7 607 85.0 601 68.2 607 77.1 483 50,9 607 71.5 4M 53.0 807 67.8 461 7 &tA 478 31.8 607 827 474 33.1 607 62.7 474 Z
LN m
_ 0_
72 in 61.*. 5114 85.8 413 58.G 510 73.0 434 58.3 340 84.3 426 51.0 610 57.8 419 45.4 5t0 51.3 413 40.8 510 50.0 40810 15.0 402 29.2 510 44.1 399 25.5 510 44.3 199 i $ �W
c 761n• 69.4 458 72.5 400 57.6 468 61,7+392 49,6 455 54,1 385 43.4 456 4$8 '378 38.6 466 44.8 373 34,7 4% 41.6 36855 37.7 362 24,8 456 36,0 359 21.7 458 35.1 958464.2 435 67.0 351 63.5 435 58.8 373 45.9 435 49.8 3M 40.1 135 44.7 JM J5.7 435 40,9 355 32.1 135 38.1 751 ]5 SIU SIV 22,A 435 328 341 20.1 435 32.2n 41.8 32t 43.1 290 34.8 327 38.4 265 29.8 327 31.8 280 26,1 327 26.3 275 23,2 327 25.7 271 20,9 127 23.7 26827 21.0 262 14.9 327 19.3 256 4 7Z961n31:1 287 35.4 251 25.7 '267 2Q.9 362 21,e 287 26.0 2l8 21,6 267 23.1 244 19.1 267 20.9 240 17,2287 19.3 21787 10.9 212 uy x R 9Qr--
t0811 21.2 227 24,7 206 202 227 200 201 17.1 227 15.0 190 15.1 227 lee 185 W �th
it it in 223
w
215 22; I£4 -11,1 21, 19,1 191 /49 215 16.6 188
1201n 17.8 16{ 17.9 167 U X d O O
TABLE 36 ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 Y '`^;;U)
Anchor Capand Tabletb9 ANCHOR CAP. " € m�
8_oSs.;a1e: 2.7k Cancreta 1.5k Cone. Hot-CMU Fined CMU PT 1Wa1 Mehl (D w)X( )=ANCHOR CAP,
51t6•Eko 1114•S5 Ek:a 5116•Eico 171'85 Eko olosIlai 0125tee1 pi26led MULLION 14'3 rc�
Ancb*rCiip Patlarne kvuT.TyX VII Elco Ulla it4'Eko tntraclm Ullrson &tC Eico unracw ita'Elco Uaracm ApprcGalV U1.0. Aggre0elor Sc-(05)Sc (G5) a""IGS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge aalance 00. 1• tare I' 2-1r2• 3.170. 1• 2-itt• I' z-1n• 2• Sara 2- 0.48_ 1 0.54• o,lza• CAPACITY REQUIRED'CORRESPONDING TO AN
•Embedment tht, I-374" t-3/r 1-FV• i-Y+• 21 1.114• 1.04• 1-1/4• 1.114' 1.114• t-10.• 1. iarr lye• i ACTUAL PRESSURE REQUIREMENT FOR THE
-' !.2 Atwhor,�" .7f'h��n.o,c.rslw'.del mUasel0.p lny.q: 390 the 390154 1459 Ns ee0 lbs 1644IW z7010s x80 tee 3m Im 740 V. 3141M 564 1b. 940Ibe. 341 be 442 IM 5e915s OPENING,WHEN l71S LOWER THAN THE MULLION
A Amts -s t 1.15-Mm.D.C.t Siende7d(orae eb C,tp fFig.2T 490 ms Too ms WA WA WA WA �140W
lbs NIA WA IgA WA WA M2 ibe $Bs im 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AI;Mrs¢4 3"Min.O,C./(x17145 Anpk IXps 7(Fy,3): 780 780 Ih 6801bs 15601m 1896 w 540 INIm WA 760 lbs ?48 lbs 8W lbe 1892 lbs 082 Iba 8851m 1120 mos MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Arehors:* D-16'Min.O.C.tUt7t9,R9a.t25'Aktm.(F-q.4y' WA WA WA WA WA WAA WA NIA WA WA WA WA NTA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anctor!FLlip p+b,5p 105Iba 19s IM 2251m 44510, 6221ts 1351bs 1771be 3701m W71m 3321bs 473(m 170 IDs 2211m 290 ro, ADDITIONAL ANCHOR OPTIONS FROM THE
_?Amt,grs�1.15 Min.U.CtF47ip•Ffp,by 240 tbs 350 @s WA WA WA NIA 1901bs WA NIA WA NA WA 341140 4421m 5M 7014 ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, ('•`""1 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, pRMUCT RF,VISF.D
`••��-.•.••fir m complying wilh lb.FIDrlda
13.0d1ilg Code
Acaplmice NO ZOO'
FIGURE 1: FIGURE 2: Cxpimtioll Da1c 72021
TABLE NOTES: ---� 1,000•
_
By
• i)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. NSi6 ri do hdl.Cgnlrn(
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�.� { LY,�!IV 0
;t11f 77���
FiGURE 3:
tt(�� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,750" ` Z,.•"•t tCtN�F••'�F)if
Bl ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ' Flo.56105
ANGLE CLIP MUST BE USED IN PAIRS.
1 SPECIFICATIONS.HOLLOW AND GROUT-FULLED
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 30 375'
FIGURE d; FIGURE 5: FIGURE 6; CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED C�••, `^J/� �.�j ;• !
11(117----rr(�17 77.**•• YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF,125" `%(,�•- S 7 1E .I:
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.SHA L ERTEN GAUGE},STRUCTURAL STEEL TO BEAT 1;X 2,75'X.375*MULLION ���•'.•A'T•OR1DP,.•' \„�
ICIIL LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ��C is� ,,,... 1Cj�•
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-0 S,S.OR 410&S. p')
AtL>Irl (v1' ER,P.E,
FLA '#68705
TABLE 4A 6
Mullion Capacity Table Ibse �3
Opening Width(forverUceily-sparring mJGor>s)or0paning Holghl(far h3rizontely-Spercirg mJrwns)
501n BO In TO In BO In goIn 1001n 1201n 1401n IBD In b
R«Ivnpllar Trap Tne v- Raclarquler Treprrf. Rectangular TWTAeng. Raga
1X2,76% npJer TrepTdeng R«Ienp4lm Trep'Tdeng, RaclangJer TrBpTdenO Ralen@Irler TreplTrlanB• ReclenOJer TreplTdanp, R«lenpular LeplTdenA•
Laadlnp Loednp Loadnp Loadnp Loednp LoadW Loadnp LoaAnp Loadulp Laednp Loadnp LoaAne Loedu,g Inedng Loadnp LoadnO LoadnB Loadrg o2i u
.660 Alum.
TubeID
4! 1-11
oMullion �uo�� to � a Oo: �42In -170.0 175 170.0 744 170.0 478 170.0 866 170.0 508 110.0 892 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 110.0 1488 170.0 521 158,7 1820 170.0 521 178.8 1620 110.0 521 J W
W
461. 170.0 706 1 170.0 1 624 170.0 850 170.0 SBR 170.0 892 170.0 1 VO 170.0 1133 170.0 601 170.0 1275 170.0 077 170.0 1417 170.0 880 141.7 1411 170.D 680 121.5 1117 170.0 680 100.7 1417 170.0 680 U)
�e �
50.6251" 176.0 747 170.0 563 170.0 ON t7o.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 162.8 1286 170.0 747 146.3 1288 170.0 756 121.8 1268 170.0 758 104.5 1288 170.0 750 81.4 1286 170.0 756 W a 0
541" 170.0 797 170.0 612 170.0 858 170.0 BBI 170.0 1116 170.0 754 150.7 1170 170.0 803 133.8 1130 110,D 637 120.6 1130 170.0 858 100.5 1130 170.0 881 M.I 1130 170.0 881 75.3 1130 170.0 801 0 ~
W J
BON 170.0 885 170.0 701 148,5 815 102.3 781 125.5 915 141.5 716 108.8 815 1323 735 07.0 015 123.9 726 87.9 015 118.5 720 77.2 015 114./ 715 82.8 815 114.4 715 5d.9 815 111,4 715 i--' J
= 8361 151.8 '838 101.8 710 126.5 OSO 138.8 694 108.5 630 123.2 681 94.9 030 1122 670 84.4 830 104.0 602 75.9 030 98,4 656 03.3 630 94.5 649 54.2 63D 94.1 649 47.4 830 94.1 049 W m
Ta BBN 132.1 767 140.0 650 110.0 757 118.6 630 84.3 757 105.9 824 82.5 767 88.1 814 73.1 757 80.1 800 88.0 757 81.2 800 65.0 767 TB.O 607 47,2 757 78.2 691 41.3 757 714.2 SDI Z d g
C m.F €�
„j 72 M, 101.7 678 106.6 552 64.8 ma 91.0 540 72.7- 630 80.1 530 63,8 OM 72.2 521 56.5 838 88.5 514 50.9 830 02.3 SOB 42.4 036 57.I 500 78.3 870 55.1 197 31.8 836 55.2 197 W
m J Z
3 761n 86.5 571' 00.1 408 12.1 571 78.6 466 6. 571 07.4 479 54.1 571 60.6 471 46.0 571 55.5 464 43.2 571 51.6 459 30.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44,5 UO Q wD .t
`781n 80.0 542 83.1 174 68:7 542 70.8 465 57.1 542 02.1 4S6 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47,5 437 33.3 542 42.9 429 26.0 542 40.6 425 25.0 542 40.1 423 1--
2 Q ps o
BO In 52.1 407 53.7 361 43.4 407' 45.4 355 37.2 407 39.8 34e 32.5 407 35.3 343 28.0 407 32.1 338 28.0 407 29.6 334 21.7 407 20.1 327 18.8 407 24.1 322 18.3 407 23.0 319 Z Cn
aa In 420 358 44.1 320 35.8 350 37.2 314 30.7 358 32.{ 300 28,8 350 28,6 JO! 23.8 756 28.1 300 21.5 356 24.0 280 17.0 358 21,0 268 15.7 158 19.2 284 U2 x. Slo
" '
S08 In 70.1 2aJ 30.8 265 .25,1 2a3 26.9 251 21.6 263 22.5 247 16,6 283 18.0 244 16.7 203 18.0 240 15.1 283 16.5 237 W �
r< Y Y
111 h 27.8 287 28.3 242 23.1 287 23.6 276 IB.e 267 20.8 235 17.3 287 18.0 Z11 15.4 207 18.5 228 U x Q V) U) -
1201n 22.0•-228 22.3 209 18.3 229 18.0 205 15.7 229 16.2 202 d r Z O 0
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 s.0
Anchor Capacity Table Iba ANCHOR CAP.,„,,- F� ��a�
Subsllale: 2.7k Ca+eMa 3.5k Conn Hallow CMU FRIM CMU PT Wood MBIU (DP,")X( >=ANCHOR CAP.
,,, o•--a
Y16'Eko 114'SS EIC 51W Elco 114'SS Eko 910 Skat 812 Slecl 612 51ed MULLION CAP.,K,,,,,,
Anchor Cllp Patterns' Ancbw type: 7110 Elco Uarecon 114'Eko Ulb- NVtton V16-Eko Olu«on 114'Eko Ull mon Ag9reGalor Ullmcon AppreGator s In (Os)Suao(Gs) Screw(O51 USE THIS FORMULA TO OBTAIN THE"ANCHOR .�
Ed0e[Wa«e(in): 1' 2-Ird' 1' 1 2412' 3.1/6' 1' 244 1' 2-IX 2' 3.118' 2' 0.48' 0.51 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN -
EmbeGnmt M): 1-314' 1.314' 1-314' 1-314' 2' 1-U4' 1.114' INIA
4' 1-174' 1-114' _1-Ur 2' 1�ra 1-ve' _ SAPS OPEN ACTUAL PRESSURE T IS REQUIREMENT
FOR THE
THE MULLION
2 A«Mn Q 4,75'Min.O.C.I SlerMard a 0ffw Wp(Fig.1): 390 1h 390 lbs 450165 8901bs 16441. 270 an 2:1:1 Ibs Toa 1m 3T4 lbs 664 ib, 94616s N1 ros 4421bs 580 tbs
4 A«hors Q 1.15'61N.O.C.r Sl,r4wd(or Olbel)CIIp IFq.2): 480 ros T00leg WA WA WA WA Seo lbsA WA WA Wn WA 682 lbs 9851 1120165 CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anclas Q 3'Mln.O.G.I R12a5 Anpk Glps 1(FIp,7j -700 Ws 180 U. BBO Ibs 1580160 1898165 640 ros 560165A 760165 748165 BBO IDs 1B921Ds 602 ros BBs os 1120160 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Anol,umg0.45'MN.O.G 1U�ip,Nlo.125'AWm.(Fip.4y WA WA NIA WA NIA WA WA WA WA NIA WA
NIA TIS IDs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor l F-0Bp(Fig,5): 195 be 195 As 225 lb. 4451bs 822165 135 lb. i40lbs465 370165 157 lbs 332 lb, 177165 17016s 221 IDs 2B0IDa ADDITIONAL ANCHOR OPTIONS FROM THE
2 AnclamQ1.15'.MN.O.GI F{yl (Fq,eT 200 ros 350IDs WA WA WA NIA 1.- A N/A Nln wn wA 301 ros 4/2160 560Iba ANCHOR CAPACITY TABLE,
P110DlJCT gREVISED
cn
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. ;a n+ptyin6 svithilh 1.Flt+rkh4
Duilding Code b2lrj,
FIGURE.1: - FIGURE 2: TABLE NOTES: Acceptance NO
1.000' Eapintion Dale
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. D
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A1,nin odc P { t
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. N
FIGURE 3: :1���••'•• ••1.<<<,n�:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Q `tGf:i•I;�;
® e • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •'.%f
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 41u.58705
ANGLE CLIP MUST BE USED 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' -
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED '� ; J //!
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 J25' /U'• S'All OF ;'.`tj-
�I THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND 945"THICKEN GAUGE).T 3 SCREW T STEEL B Y AT !LC...I... (�7•
1I f LEAST.125"THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND X 2.75'X.650'MULLION tS
THE MATERIAL.Hi0&912 ANCHORS INTO WOOD MAY BE STEEL,16-85.5.OR 4105.5. 1�`r I'•)AL
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 5A a$N
Mullion Ca ac 7ablo I1ge#1T � �x
Oponln®Wkith(for wNcaly-spwWrgmJllons)orOp9nln0Hoipht(for horimrtelly-spemlrymdriions)
50 In 601n' 70 In 1 00 In DO In %oD In t201n 1401n 1001n p
Ra:leng.Ax Trep'Oiorg. RnlangNar T1ep Tdeng. ftecleng4ar llap'Tdag. Aeatargdor TrnpfTdelq. RoclangNar hap77deng. RealengNeI TrepfThnO. Realenp4ler hop7Tdeng. Reclanguler halJi9eng. Realengulor hepfideng. a;l
1"x3.126"x Lcadng Laedin9 Loafing Loading Loedmg Looding Loading Loading Loeding LoBdng LoadnB Loadn9 Loadnp LoDdnO Loafing Loafing Loadng loading c=
.500"Alum p %_ a r .. -a r .43 ?• �' .F r .F r p a 2s Z. r t• 27
.Tubo Mulls
ua u U Uv Uv U u U u v U
b. IS ts L. �. r $. b. m
Z u)
42 fn 170.0 820 170.0 435 170,0 744 170.0 476 170.0 808 170.0 508 170.0 992 170.0 518 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1480 170.0 521 170.0 1735 170A 521 1544 1802 170.0 S. 'D W
481n 170.0 708 170.0 524 170.0 850 170,0 684 1700 992 170.0 630 170.0 1133 170.0 081 170.0 1275 170.0 677 170.0 1417 170.0 050 157.7 1577 170.0 660 MA 1577 170.0 080 118.2 1577 170.0 BBO � Y
60.6251n 170.D 747 170.0 503 170.0 098 170.0 631 470.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 17D.0 1494 17D.0 750 141.7 1495 170.0 758 121.5 1495 170.0 758 108.7 1485 1700 756 W )o O
64 In 17D.0 707 170,0 012 170.0 050 170.0 691 170.0 1118 170.0 754 170.0 1275 170,0 003 188.1 1401 t70.O 817 149.8 140{ 170.0 658 t24.8 1401 17D.0 881 100.8 1401 170,0 801 03.4 1401 170.0 801 co I-
ch
601n 170.0 085 170.0 701 170.0 1003 170.0 797 158.5 1156 170.0 078 138.7 1156 167.0 928 123.7 1150 156.5 011 111.0 1150 148.7 810 02.5 1158 144.5 003 79.3 1156 Ita.S 00.1 00.4 1158 1{4.5 903 F- J
631n 170.0 070 170.0 745 158.6 1049 170.0 B50 137.0 1049 155.5 880 119.8 1049 141.7 518 105.5 1049 132.0 636 05.9 1049 125.5 828 79.9 1049 118.3 820 08.5 104g 118.0 819 50.9 1040 118.8 619 � U) �
a W 6 y
p� 661n 1804.3 055 170.0 789 118.0 055 151.3 801 118.1 055 137.7 708 101.2 055 121.4 716 91.6 BSS 112.8 785 43.4 055 100.4 767 e9.6 055 08.e 740 69.6 055 05.7 746 52.1 955 86.7 710 Z m
j 7211 128.5 EO] 131.8 697 107.0 803 11/,9 882 fj
101.1 879 80.3 803 91,2 859 71.1 803 87.8 610 61.2 8153 78.6 612 57.5 BOJ 721 632 45,8 803 69.8 626 40.1 507 89.7 027 (n iW
2 TB In 100.2 721 114.1 629 61.0 721 97.0 619 65.1 805 88.7 721 70S SBS 00.7 721 70.1 586 04.6 721 05.4 570 45.6 721 59.4 589 39,0 721 50.8 504 34.1 721 50.1 503 Q J UZa,
J
76 In .101,8 681 105.4 599 61.2 8U 80.4 55T 70.4 670 63.1 864 70.4 567 50.1 664 04.4 555 50.5 604 50.9 651 42.1 681 54.1 541 36.1 664 51.3 SM 31.8 604 50.0 531n 85.6 511 87.9 458 54.8 614 51.3 448 50.0 NO 41.1 514 4{,0 437 38.6 514 40.5 427 329 614 37.3 421 27.4 514 33.0412 23.5 511 30,4 400 20.0 611 29.0 103 Q u7 Z98In 54.7' 452 55,7 404 45.2 452 47,0 300 40.8 390 W.0 452 78,4 13M 452 32.8 JTB 27.1 452 30,3 JTJ 22.0 452 28.0 305 18.4 452 2<.2 369 10.0 452 22.5 755 X �O108 Y. 38,1 157 36.0 322 31.7 357 327 317 26.4 312 23.8 357 25.2 357 22.7 303 19,0 357 20,6 2BB 15.8 357 18.0 203 �12
287 11.8 757 15.0F211 WN III Ir. 35.1 JJB .JS.d 308 29.2 338 30.1 301 8 20.1 2Be 21.8 ]JB 23.1 338 20.8 286 17.5 338 19.0 284 14,8 370 16.5 278 378 14.8 273 11.0 338 13.8120 N 27.i 289 26.2 287 27.1 160 27.7 259 9 20.5 250 17.3 260 18.1 289 16.3 249 13.0 209 14.8 240 11.6 289 12-8 240 260 11.4 230 0.T 269 IOA O
TABLE 5B
ANCHOR CAPACITY ADJUSTMENT FORMULA: �a� Z•.� �
_ m0
Anch6rCe eUry Teble Iba ANCHOR CAP.,,a,,,,,
SODSUaIe 2.7klb
Te reMe 3.51, m
Cc. Nocow QAU FIB.^6 CMU PT WOW Meld (151,,,,)X( )=ANCHOR CAP.,,,
5!167 EIw N3744
5'1T Eke V4'SS Elco 010 Sled 012 Steel 012 Steel
Anchor Cll P6lteme_ Anchor type 3116 Elco U6 mom 114'Eko Uaracon UM12con Y167FiteUllman 1)4'Eko UM1racon UNatm A reGatcr Steer Ch Suety G5 Scrcv G
P 99 ( ) ( ) ( 5) USE THIS FORMULA TO OBTAIN THE*ANCHOR
E Cislercc Or.) 1" 2-1vT V 2-112• 3.115• 1• 2.112 1• 2-112• 3116• 21 0.48• 06C 0.324' CAPACITY REQUIRED-CORRESPONDING TOAN
- Embe tml n 1,74" 1,'C 113141 1,'4• Y 1-114• ow 1-V4• 1-174' 1-114• T 1.8x6• I'NT vrks ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anclion®4.7r Min.U.C.)Staroanl tr onset Cl 1 3W IDs 7 IL6 450 ms WO lot t644 IDS 2701os 200 Its 361 IDS 7401D5 661 IDS 816 ore 341 IDS 44260 560 es OPENING,WHEN IT IS LOWER THAN THE MULLION
- 4TM ®1.15'Wn.U.U.I Slalom(a IXkcO Clip(11g 2) 4DO IDs 700 R6 IAA WA NIA NrA 300 IDS NIA MIA WA WA ER2ms Bfi51� 11701hs CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcltars 00 TMIn.U.G.I M 215 Angtc cops 0(993) 760105 7B)as fie01DS 15M les 70061155 540 roe 6602c NIA 7601Oo 880 lbs 18921DS 6829 awm 112DIta MULLION.IT WILL YIELD A MINIMUM ANCHOR
3ArcIno�0.45'MIn D.C.IU-0rp.lrno.l2VAlum.(FIg 43 NIA wA N/A WA IIIA Nrn WA NIA LLA MIA NIA NIA Ian - 1073M CAPACITY WHICH MAY BE USED TO QUALIFY
1 Arctw/F47Ilp(Mg 105 W5 w5 vD, 225105 445 IDS 822 ke 135IDS 14160 177 les 310100 167 IDS 332 IDS 473 Ins VOIDS 221 IDS 28D IDs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ancto.0 l.IJ Min,o.C7 F-C pg.6) 2401D5 9'15Im NIA wA Nrn I N/A trots NIA WA II/A MIA wA 311 IDs 442105 1 560 IDS ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISBD
ns complying wilD the Flbrida
1-1.001-4
FIGURE 1: FIGURE 2; TABLE NOTES: 000'-4 Ac!pI.rcoCoda
nuildiatde Cp
I $218.O13
E uaaliicm D.I. Z(
i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dy{f/'
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mies Dodo Pt ct
11L1111II7j
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" l\� 'II'1�/
FIGURE 3:. 0 ,...
e,F,l....•'.�6;1� i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. �. •e)-
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. < ;c
�'� • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ NU.56705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ '500 _ a Iq (11Z
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4; FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" -'r) •'. �` --- /��
all+1I:JF
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT V X 3.125'X.5'MULLION
LEAST.125C�1'•. rRIU
�.'.,,IO .'�••�("�;.
® UUU III III - „I 'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION)
® � � THE MATERIAL.1110 ANCHORS INTO WOOD MAY BE STEEL,18.0 S.S.OR 410 S.S.
A.LY1VN11v1ILLER,P.E.
FL P.E.#56705
TABLE 6A
N
Mullion Capacity Table IbsV
Open)ngWldih((orvarticalry-spanrungrnJllorvs)orOpen)ngHalOhl(Pornorfzon)a)y-Sparv9ngmllfiore) 2�5�-H,
I 55 in Win 701n DOin 901n IODI. 120h 1401, 1601, 9., p
rt c'ka ler Tr 1.n0. Rectangular I'm den. Realm ler Trap1Th Reeten dor Tre den. Reaten oo
gi ap77� WT B W &+g• A p7i 9 gder Trap/aimg. Rectengdar TrepRden9. Recleng3lar TroplTdang. Ractangdet TroplTdeng. ReclmAilar 74epRd e,g. c;
I x4x,125 LcBdlr�g Loed,O Load' Londng lnAng Lowing Load' Load' Loading Lowing Loadng Lowing Leading Loading 1.09d19 Lo.dng Loading Loading
U
A!um.Tutee
I'. I Mullion $.. € _ € € € F €_ F LL
aS7 ^
s.G a�3 a8} $g s� g� jgt� �} _a� a3 8 ,S s yca )-
111I14k
O LU
42 n 170.0 675 170.0 473 170.0 744 170.0 476 170.0 868 170.0 506 170.0 992 170.0 518 170.0 1116 170.0 621 170.0 1210 170.0 621 170.0 1166 170.0 521 145.8 1489 170.0 521 127.8 1489 170.0 521 J W
48 In f70O 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 f70,0 1275 170.0 677 150.3 1503 170.0 600 130.3 1303 170.0 660 111.7 1303 170,0 600 97.7 1303 170.0 880 _
60.625 h. 1'70.0 747 110.0 563 170.0 590 170.0 Of 170.0 1046 170,0 861 170.0 1195 170.0 723 150.1 1235 170.0 747 140.5 1235 170.0 700 117.1 1235 170,0 766 100.4 1233 170A 756 87.8 1235 170.0 750 - 0
5411 170.0 797 170.0 612 170,0 958 170.0 691 troll If I6 170.0 754 154.4 1158 110.0 800 137.2 1158 110.0 O7 123.6 1156 170.0 650 102.8 1188 170.0 eat 662 11156 170.0 681 77.2 1150 170.0 861 m O F"
Sets 170.0 085 170.0 70f 186.7 1042 170.0 797 1429 1042 161.1 832 125.1 1042 148.7 615 111.2 1042 136.8 001 100.0 1042 130.2 791 83,4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125,1 782 F J
J
Oen 170.0 930 170,0 745 151.2 692 163.6 1116 129.8 992 144.4 798 113.4 992 131.0 7B2 100.5 992 121.4 768 00,7 992 111.8 738 75,6 7192 100.1 745 B/,B 962 100.0 741 66.7 BB3 106,0 744
66 in 165.4 947 170.0 769 137.0 947 148.0 768' 111.1 947 130.3 76B 101.4 947 117.7 752 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94,0 711 51.7 947 94.0 711 Z m
IM.
55.". 819 14[.7 737 113.2 619 121.6 722 97_0, B49 106.9 708 84.9 849 90.4 6% 75.5 049 68.7 600 67.9 640 B2.7 675 68.6 649 76.3 659 48.5 849 725 652 42.5 849 72.4 651 2 LLI
d F �, �"W
15.5 702 120.7!663 96.3 762 102.6 052 62.5' 762 90.0 640 72,2 762 80.9 629 84,2 762 74.2 620 57.6 782 69.2 813 46.1 702 62.6 002 41.3 762 69,9 597 56.1 782 69,4 595 J uZQ JV.g 724 111.4 674 89.0 724 94.0 621 76.3 724 D2.9 009 00,8 7N 74.4 699 58.4 724 60.1 691 63.4 724 O.4 SO 44.5 724 57.3 673 38.2 724 64.3 607 33.4 724 63.5 565 9.0 M13 71.6 403 68.0 643 00.7 474 49.7 643 62.0 486 41.6 615 47.1 458 38,6 613 42.8 452 34.8 643 39.5 446 29.0 645 34,9 436 24.6 543 32.1 430 21.7 543 30.7 426Z7.1 ,7C 52.9 ,27 47.6 475 49.7 419 40.0 478 43.2 412 35.8 478 38.5 406 31.8 47a 34.6 400 28.7 475 320 395 23.9 470 26.1 386 20.5 478 25.6 380 17.9 478 21.2 ]70 CJ 21
0.3 377 41.1 141 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 26.6 325 22.4 371 24.0 321 20.1 377 22.0 317 16.8 777 19.0 310 14.4 377 1T,1 3047.! 1151 T.8 723 30.9357 31.6 310 28.5 357 27.6 313 23.2 537 24.4 JOA 20.6 757 22.0 JOS 16.5 557 20.1 701 15.4 SST 17.4 281 �29.3 358 29.0 214 24.5 300 25.1 271 21.0 306 21.7 270 18.3 300 19.2 267 16.3 308 17.7 263xQ17.6, YI2 17.2 196 Q 6- Z O O
Q. cn cn
TABLE 66_ ANCHOR CAPACITY ADJUSTMENT FORMULA: ��� m-
Anchor Ce ace Table(be ANCHOR CAP Lill
o &-7�-1
sow!m10, 2.7k Conarele 3.5k Cone. mil-CMU Filled CMU PT Wood Metal (DP")X( )=ANCHOR CAP.,,,
5116'Eko 114"SS Eko 5118'Elco 114'SS Elco SIO Steel k12 Slee) 112SI, MULLIO'C CAP -
An<har Type: 3/16'Eko Ulbecon 171'Eka lN9econ 3116'Eko UlUecm 114'Eko UlOecm
'Anchor Cllp Pat)arne'_ Innon AglimGolor unmcon Agg,aGata Screw(O5)Saw(GS) Set-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
RIX Dalanoe(Ink 1' 2-712' 1" 2-1rz• 3.116' V 2.16• 1' 2.11• 2- 3416- 2' 0.48' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
En.Lvdmml(alk 1.314' 1.314• 1.314" 1-314 T 1-114' 1.114' 1-114' 1-114' I-1A' 1.114' 2' 136' 1310' We, ACTUAL PRESSURE REQUIREMENT FOR THE
2Amho.Q04.75'Min.O.C.I St..d.d or Met Z;b(Fla.1621 399 roe 390 m" 456 ma 800 foa 1644 me 270m, 2WIbe ]54 ms 7401bs 31416. 664 Ib. 0401;6 341 m. 1/21bs 560 ms OPENING.WHEN IT IS LOWER THAN THE MULLION
4 Anctmra®2.2Y MIn..O.C.I StaWwd(v Oftel)Cilp(Fig.3): 700 too 700 foe 1101ba 111016, 0521;5 WA 6601b, WA 630100 WA 6601b3 WA 682 1ba SOlce I1201b, CAPACITY(FROM THE TABLE)OF THE SELECTED
8 ArldnmaI.IV Min.0.C.1 Slandara!6r Orsa8 Clip(Fl.4). 960 ms 1400106 WA NIA WA WA 700th. WA WA WA WA WA 13113 lb. •770166 22401;" MULLION.IT WILL YIELD A MINIMUM ANCHOR
4A-W..g3"i71n.O.C.1(2)25 AnOk Clip.I(Fig.5): 780x. 700@67 680@6 156010, 18909x. 5401;. 560 lbs N!A TW94s 7461; Me lb, 189210" 682 lb. 085166 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY
6 nl.drNs(3-Min.O.C.1(212a5 Ang!0 DIN;(Fig.6); 11701;. 1170 lbs 1020 V. 2340 1o1_ 2814 b. 810 nn e4D m" WA 11401;. 1122 ma 1320 Ns 2a38 lb. 1022lb, 1321166 1600 Iba ADDITIONAL ANCHOR OPTIONS FROM THE
! 4 A.:1e.rc;10.45.501.0.1,31.1411:.Into.12Y A13m.(Fig.It WA WA WA WA WA IUA WA WA WA )11A WA N/A WA NIA 14301b. ANCHOR CAPACITY TABLE
2 tun::wR C 2 25•ISN O.CJ F-aft,LF13 et 350 m. 350 m, 290103 705 ma 470 E" WA 2B01b. WA J151bs WA 4401bs WA 511 ms N21Ds 36016. PRODUCr REVISED
1 4 Atw;wrs C 1.15'M!n.0.07 F-Qlp(Fp.91 400@6 TW @. WA WA WA WA 511010. NIA WA WA NIA WA 682146 am lba 1120 ms 0.comp!yiad sri7h urc Florida
----- AI iIdin9Code} b�Ia,O
I NOTA:FOF7..THE OFFSET CLIP.USE THC SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -� 1.000' )-- Acstiptancc M.
i Expiration Dale
!1 TABLE NOTES: 13y
i I r°iGU:@E i. PiGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: AS!amr do Pro�rtlp"or4pi '
I - !6 m 5 • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE
l )7 I • • F.
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \��',�,.1, ••• r,%� iii
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS.411000.4➢LE. w �� ,• -
r !_-__S.'!__Li i___ B ). __e�)` •
U. • 4.000"
- 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 1!71}� -_
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW --
i FIGURE 6: FIGURE 7; SUGGESTED,APPROXIMATE HOLE LOCATIONS. _'(1 a• r' i J 1 6 O.'-
"(�
j ; - �'• - S • • h • 0 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED '•)'} SD1TF.)r C1�
l :• a ao f !!!! CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125' •.,/ct C11Y417 P, "
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL 4� ••' \.
STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK \'•�
7 1 ..... i,F�JiGlir.c:51ib}AJST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& r• l t'11
1 1 X 4'x.125 A.LYNN e(ItLER,P.E.
C I _ fl12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. � ,MULLION
FL P.E.#58705
TABLE7A o HqqA A
Mullion Capacity Table ibsile xax
Opening Width(forverticagy-spading mullions)or Opening Height(for h rlwrtaly-spalYilng m1lkns) �C$x C a
41
501n 801n 701n BD in 90100In 1201n 1401n 1601n o
1Xd X,378 RzclanLJaaz Aopfideng. Rtctangutar Trap:riong RtttanWtar Tra�idang. Rtetengtifer TrapRdeng, ftectengNer Tula iang, RaetenWt.1 TrepRdang. RWangalai TreprTneng, J
Tmpiidsnp. RectanWrer imp"'TrianO. q
Wading Loodmg Loading Laadai9 Loading Lowing Loafing Loading Loading Loading 'Loading LoednB Loading Lowing Lowing Loading Wading ay
Alum.TebU
8 v �' u.. a o.. i., o.• 5s rs .. a.. • A D a•-• $ a
Mullion s G +� �� � d s g� g a a 91 � � $ .,� m
`°gai I xg 0421n 170.0 520 170.tl 435 170,0 744 170.0 478 170.0 688 170.0 606 170,0 092 170,0 619 170.0 1110 170.0 521 170.0 1210 170.0 521 170.0 1168 170.0 521 170.0 521 170.0 1967 170.0 521 _j W
48in 170.0 700 170.4 524 170.0 850 170.0 }04 170.0 992 170.0 630 170.0 1133 170,0 651 170. 1275 176.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 B60 151.0 2024 170.0 660 2
60.62}{n 170.4 747 170.0 663 170.0 696 170.0 611 170.0 1048 170.p 684 170.0 7191 170,0 723 170.0 1745 170.0 747 174.4 1491 170.0 766 170,0 1783 770.4 760 158.0 1974 170.4 756 730,5 1019 170.0 7W � a a
UJ 0
NIn WILD 797 1700 612 170,0 050 170.0 691 170.0 1116 170.0 754 170.0 1275 1700 803 170.0 1434 170.0 037 170.0 1594 170.0 856 159.9 1700 170.0 861 137,1 1700 170.0 661 120.0 1799 170.0 861 co QG 1-
3
601. 170.0 885 170.0 701 110.0 1053 170.4 767 170,0 1240 170.0 678 170.0 1417 17010 944 170.0 1694 170.0 998 155.5 1019 170. 1031 129.6 1819 170.6 1063 715.0 1019 170.0 1003 97.2 1619 170.0 1063 J
631n 170.0 930 170.0 7A6 110,0 1116 170.0 650 170.0 1702 170.0 940 170.0 1466 1700 1016 156.7 15{2 174.0 1076 141.4 1542 170.0 1122 117.5 1542 166.5 1168 100.7 5642 167.9 1167 88.1 1542 167.9 1157
11In 170.0 974 1700 769 1700 1169 170.0 903 170.0 13U 170.0 1002 160.6 1472 1700 1006 142.8 1472 166.0 1148 126.5 1472 158.0 1130 107,1 1472 147.6 1108 01,8 1472 146.0 1104 00.3 1472 146.0 1104 2
721. 1700 104 1700 570 170,0 1275 170.0 1009 150.8 1120 156,2 1101 132.0 1320 149.9 5002 117.3 1320 137.8 1005 105.6 1320 t2&8 1049 Me 1320 117.0 1024 75.4 1320 112.8 1013 66.5 1320 112.5 to12
161n 170.0 1122 170.0 937 149.6 1184 159,4 1071 128.2 1164 139.9 994 t12,2 1164 125.7 978 BB.7 1184 115.7 964 89.8 1164 107.5 952 74,8 1184 97,6 935 64.1 it 64 91,1 827 56.1 1181 92.3 925 Q
J
79 In 166.1 1124 170,0 961 138,4 1124 147.0 985 116.6 1124 120.8 947 103.6 1124 115,6 931 02.3 1124 105.0 010 63.0 1124 96.6 906 69.2 1124 89.0 890 50.3 1124 84.3 881 51.9 1124 83.2 878 1" �-
� Q rT O
401n 106.1 844 111.4 760 90.1 844 04,3 730 77.? 844 82.1 724 67.8 844 73.3 lt2 50.1 84{ Sb,d 702 S4. 8N 61.1 891 id.4 bit 54.2 670 38.6 844 50,4 668 31.8 Bit 47.7 662 2 N r
801. 89.1 :42 91.5 EB] 74,2 742 77.? 652 61.8 712 67.2 641 5S.7 742 59,6 837 40.6 742 SAA 622 41.5 742 49.6 614 37.1 742 43.6 fi00 J1A 712 39.6 600 27.6 71? 77,5 584 N J _C O
00§r
r144
62.6 588 '7.9 Slg .52,1 561 63,8 52i 44.7 588 46.6. 513 39.1 566 41.4 505 34.0 686 77.3 498 31.3 506 74.2 192 28.1 566 29,6 461 22.3 568 28.8 472 19.5 566 24.7 466 �
57.9 555 we 543 48.0 655 49.5 '4% 41,2 66S 42,0 487 36.0 655 Me 480 320 655 34.2 473 2&8 555 3L3 467 24,0 555 27.1 457 20.6 555 24.3 448 78.0 $55 22A 442 a X `� 52
45.0 473 464 431 36.0 4r3 39.0 428 12.6 475 33.7 120 28.6 R5 29.8 414 26.] AT6 28.8 {09 22.0 173 21.5 404 19,0 476 21.1 395 16.3 475 18.7 767 14.3 475 17.2 S61 Q
x
264 '010 26.7 301 22.0 330 224 301 We 330 19.3 2W 16.5 310 iT.O 293 o'- �',--� 0
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: 10
Anchor Capact Table Ibb ANCHOR CAP.,,„„�, �8
Substrate: ?.7k Corcrate 3.51 Cmt. F{o[tax CMU flOad CMU 4T Wood Mttet {OP,,,)X{ )=ANCHOR CAP.,,,,
5'16•Eko 574'SS Eko 5/78'Elco trr ss Eko ate steel a1x steel 012 sled MULLION ,,,
Anchrr Clip Pattem, Anchor TYpa: YIfi'Eko ulUacon 1/4'Ebo OareaM Ulbaeon SltO•Elea Ul9ocon v4•Eko Unracm Aggracala UBraccn AggreOator So-tos)sarewiGs) smt 0) USE THIS FORMULA TO OBTAIN THE"ANCHOR
_ Eax aslanae(n). 1' 2-trr t' 2.112' 3-118• 1' 2-112• 1• 2.12• 2' 3.116• 2' 0.48 0.54• OA24• CAPACITY REQUIRED'CORRESPONDING TO AN
Emhdmrn4(m): 5-YP 1-Y{• 1•Y4• 1-174' r t-ua• idt4• 1-114' 1.114' 1.114• 1414' 2' taro' 1318' wdes ACTUALPRESSURE REQUIREMENT FORTHE
--'- 2Anchor g44,757''n.C.C.7Stantledda Oilsei Cdp{F1J.1621 390109 390 lbs 450 lb, 890 Na 1644 IDs 2701. 280164 354164 74-0164 374169 064189 645IW 741189 4421bs SIAM OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors 44 2.25-Mtn.O,C./SI.ndrcd I&Ofatn Clip(Fig.31 700 411 70D lbs 560 IM 14t0lbs 952164 NrA Seo lbs WA 630lba w4- Cleo IDs w4- sez IDs 685 To, 1120164 CAPACITY(FROM THE TABLE)OF THE SELECTED
8 A11chotsQ IT Min,O.C.l 3lardard1o403et1)Cfp(FIp.4): 060@s 1400@9 NfA WA WA WA 760169 NIA WA WA WA WA 13639. 17701bs 2240164 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anorrora @ 3-Ma.O.C./(2)2.5 Angl1 Clips r(Fig.5): 700 Nss 780164 680lba 1560164 1896 Th 540 lbs 5w M WA 760 ibs roe lbs BBO lbs 1682164 682 lb, 695164 1720 lba CAPACITY WHICH MAY BE USED TO QUALIFY
eAoc:lorsa 3'W9.O.C.I(2)215 Angie C11"I(Fir.8), 1170103 517oibs Iwo 959 234o cies 2644@9 010 IDs 8404`1 NIA 1110164 1722 tM l320Eas 2838164 102291.9 13271bs 1680 lba ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchors,�0`45'Mb.O,O/U471p,Into.125'Am.(Fig,77 WA WA WA WA WA WA WA NIA WA WA WA WA WA NM 1430 ros ANCHOR CAPACITY TABLE,
2A-Ws 44 Z2Y fAh,O,CJ F-Vil,[Fig.87 350 as 3509. 2901bs 705Ibs 4761bs NIA 280!64 WA JI51M WA 449189 WA 341 ties 442 lb, we I. PRON JOT REVISED
as complying with Iho Florida
!.Anctroro Q L 15'Mh.D.C./F471p(Fk1 0146011ia 700164 WA WA L WA WA WIG 1b, NIA NIA WA I N/A I WA 602 ros 005164 7120 Ns Building Code Z} ,Q
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -'-{ 1,062' r'- --j 1.000' )-•- Acceptendt ' )(,`
B piml x1 DON 2d2�
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE @: FIGURE 1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION hiiam'DD a Product Cow
• • • • • • ° • • ° • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. }'\t,,{k i;i l l ir`jJtt�7r J
t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • ' '
• • • • ♦ • ♦ • ♦ • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4.000' 4. 1- y .4
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - :7
FIGURE 5: FIGURE 6: FIGURE 7: _ •'./"n• l� fr,
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 305 SPECIFICATIONS.HOLLOW AND - - t ttt
iI • ° ° • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE •xl _:�-I
• e i ♦ ��
PRESSURE-TREATED AND
YELLOW SOUTHERNPINEELTHANSGOF0A ALUMINUM SHALL BE y _ - -•:^+`., rL...... , fy
♦ • 6063.75 AND BE A MINIMUM Or.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' ,375^ ,375' � .-�••�•
THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125'THICK AND A36,ALLANCHORS -p '.Jr�•S�{)j-,)(;��\i`
ANGLE CLI1(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.1150&012 r X 4-x.375- i 1^X 4•X.375 A.LS i4N'MILL�F P.E.
ANCHORS INTO WOOD MAY BE STEEL,1B-8 S.S.OR 410 S.S. 'T'.MULLION MULLION
FL P.E,fr 58705
TABLE$A a�n
Mullion Capacity Table lbs7R2
Opening Width(torwrticelly-sparningmMYons)crOpeningHalght(7arhORwrdelySpanNrgMuions) xy�WW�><� <
50 in. 501n 701n 801. 9010 1001n too in td0 in i60In P 0
1.25"X Rxlenguler TraplTdan9. RaNanginal Trep1V no. Reclenguler TraplTdan9, Rectangder TreplTdeng. Reolanglier RapTdanQ. RectBnDutar Trnp7Tdang. RectenBulor YrapRdang. Re'M,,oU nr IN. ong. Rle-111111 Tl* -0, qag m
Lowing LOadng Laedng Loafing Loading Laadng Looting Loafing Loadhg Loading Loadng LmAng L6adnp 49adng LaednQ toadn0 t.oadng Laadng
3.188"x u
.266"Alum
Tube,Null a s g x �.� g a 4 a s >q s G c.t
o aV a a ao a a a s a� as a � a d e o a� a � a a e ad
a s7�sy �p fi� � � s e� €gyp �� a1D s ural a €� 5 sy� ry Ncv W
9 � �o ¢ � � �c S K f c �IX � K � � � 'S �E �� �� �C 3 �ft �� �� �� �� � 9$ g Z <-•C
42In 170.0 620 170.0 435 570.0 TM 170.0 478 170.0 888 170.0 508 170.0 802 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 621 151.0 1769 170.0 521 J W
W
18 to 170,0 70$ 170.0 524 110.0 850 170.0 $84 170.0 992 1700 830 170,0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 ISa 1548 IlaO 680 132.7 1546 170.0 680 116.1 i546 170,0 660 S
50.6251n 170,0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170,0 723 170.0 1345 170,0 747 107.0 1468 170.0 756 139,2 1468 170.0 756 119.3 1468 "0. 758 104.4 1488 170.0 766 '� 73 c 0
'3 0
iia In 170.0 797 170.0 612 IT0.0 956 170.0 601 170.0 1116 170.0 754 170.0 1276 170,0 803 167.1 1376 170,0 837 118.6 1378 170.0 058 122,3 1376 170.0 861 104.8 1376 170.0 861 91.7 1376 170.0 881 CO ca
O
to
601n 170.0 885 170.0 701 1700 1083 170.0 797 158,9 1158 170.4 878 139,0 1158 167,1 930 t23•e 1158 166,8 Sig 111,2 1158 150.0 912 92.7 1153 144.0 905 79,4 1158 144.8 905 69,5 1158 144.8 905 F Ul j
J
831n 170.0 930 170.0 745 160.1 1051 170.0 050 177.2 1051 155.9 382 120.1 1051 142.0 846 106.7 1051 132.7 837 96.1 1051 125,7 830 00.1 1051 iig.5 822 68.6 1051 119.1 621 60.0 1051 119,1 821 = S
CS In 167.1 957 t70.0 7eg 138.3 057 151.8 805 HeA 857 134.0 780 1040 857 121.8 771 92.8 957 112.8 767 37.6 957 108.6 759 69.8 957 100.0 760 59.7 951 9B.B 746 52.2 957 98.0 74B Z J i m 4`
72 IN 120,7 W4 135,2 698 107.3 604 115.2 884 91 9 814 IDL3 871 80,4 884 BL4 660 71.5 804 84.1 630 B4A 804 76.8 843 53.6 804 72.3 831 48.4 004 89,9 829 40.2 804 b9.8 828 = sW
_ 761n 108.4 722 714.4 630 81 2 722 97.2 018 70.2 722 85.3 SW 68.4 722 76.7 695 60.0 722 70,3 688 54.7 722 65.5 580 45,0 722 69.6 570 39.1 722 68.7 685 34.2 722 56.2 564 J � �Z
3 Q 78 In to 707.2 685 105.6 800 81.4 685 69.6. 588 72.3 883 78.5 577 63.3 1182
8 56.2 683 84.5 580 50.8 685 80.1 553 42,2 605 64.7 547 38.2 665 5{A 537 31.6 665 50.7 538 F- N
90 In 65,0 51S 88,0 457 $4.9 515 57.5 449 47.1 515 50.1 M1 41,2 4 36,8 515 40.6 428 330 515 3T,4 422 21.5 515 33,1 413 23.5 545 3D.5 407 20.6 515 29.1 404 Q DC N O
ee In 54.3 453 55.$ 404 45,3 453 47.1 337 38.6 463 41.0 391 33.0 5 30.2 453 33,0 379 27.2 453 30.4 774 720 453 26.6 366 19.4 457 24.7 Jb0 17.0 453 22.0 ]S6 00'^� m p O
a481n 36.1 356 39.0 323 31:6 358 32.6 318 27.2 359 26.4 513 23.8 6 21.2 358 22,7 304 t9,1 358 28.6 304 fS.9 358 13.9 293 W _l3 o Q
CO
111 M 35,1 330 35.3 306 20.3 376 30.1 301 25.1 738 26.1 207 22.0 3 19.5 330 20.9 289 17-6 336 19.1 285 ?{ `
120 In 27.8 29p 20,3 264 23,2 290 27.8 260 19.9 290 20.8 258 170 7 15.1 200 18,4 249
t44 to to" 201 16.3 186 z T(J) �
TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: ' m
AnchorCe act TabI01b3 /ANCHOR CAP.,„,•,•,,, o oa rca }
sub6tmle 2Tk Corcnie a5XCmc. tacaox OMu FIWCMU PT WOW Mala (DP,}Xf }=ANCHOR CAP,,,,
yi6-Elco V4*SS Elco Nt6"FYo tr4•ss Elco alo Sled alz steel ai261.1 \\\MULLION CAP.,�,,,.y
Anchor Cllp Paltema1id'Type. 3116"61co Bardm t74'Eko Uar6con 5'16'EtcO Unracm V4'Eko UAacon
uamcon Aggreeaor uaracm Ayl88 Ea scm.(G57 sate.{G5) Scrcw t351 USE THIS FORMULA 70 OBTAIN THE"ANCHOR
Edge t2siame n 1* 1 241T t• 1 2417 airs 7" I z-1rr I• 2-1(z r I 3ir8• x 0.46' osa• 0.324 CAPACITY REQUIRED'CORRESPONDING TO AN
Emlkdnenl n 1a74' lard taro• ty'4• 7 484• ldra• t-va' 1-t/4• taro' 1.114• z tyre• tare vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amfois 04.75'Min O.C.t Standard a OEM CCD g1X Sas ros 304 Ito 454 ms MWO 16441tn 270 tbs 280m 351 row 74o1b6 374 inn 664 wn sis los 341 ros 4az ic6 660 m: OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors Q 1.15'Mtn O.C.I Standard(or0o el)Up ft 2s 4801n$ 700 me, NIA WA N/A Win 3BO Rs NrA wq N/n wn wn ee2ws ares as 1120%S CAPACITY(FROM THE TABLE)OF THE SELECTED
4Archo 03•Min.O.C.I M 295 An31eCIOSI g.3) 703%3 7a3 ms. soma t5liD lcb 189610' 640 as n"'S NrA 7601ts 748 IM UQ WS issz,� 832 Ins 8851% 1123 as MULLION.IT WILL YIELD A MINIMUM ANCHOR
a Alk"00.45•Min 0,C.I U•01p,lnlo.125 Alum. Ig.4 NIA NIA" H!A WA NIA NIA IUA WA WA Nrn 1UA IUA NIA WA SaJo ws CAPACITY WHICH MAY BE USED TO QUALIFY
4 Arciwr F•CBp 001 1951M 196 ks 725 tM 345 Ho 822 MS 135@5 140118 177@5 37010' 587 332 ids 473 its 170 It's 2211tH 28084 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors 47 tIV Min,G.CJ FLED g6) 240 qe 350 to NIA IUA NIA WA 5031ce NIA WA NIA }VA WA Sat lbs 442 Rs 560lbs ANCHOR CAPACITY TABLE. PRODUCT REVISED
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as c-p{yind with the Flofkh
Buildingcnde 1fp-02!$.4x3
AcMptmca
i-•-1.254'{
FtGURE T. No
_ TABLE NOTES:
F1GUR i' expiralionDale 262.1
• « 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION DY
ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mieln(hdc Product Con
tttuutl7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: .:��',.•'tv.;(:v,s`,° ''`F'P !,
ANGLE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188"
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r ph,.5u1r,5
tit { 205" /� •-
INPAIRS. 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND J. _ ...
(,A'
��'] �y•
FIGURE 4: FIGURE S. FIGURE 6:
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL v0 �1n t # 77
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.05,ALUMINUM SHALL BE r (.7`,•, A'� '`;r,•{�
• 6063T5AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND .046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL 1.25'X 3.188'X.285'MULLION %`•P; ,.,,,,..
LO-01
(1-114'VF MULLION)ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. �rlr; t
" ( 7(10&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. � 5 A.LYt4N IM1LL'9R,P.E.
FL F.E.#58705
iTABLE 9A-^ �
Muillon Cap.al T9t1te(fbetR)
rOpgn op WidSfi(ioev@dic9ly-Spa Tellrp:7rtU$lona)4r:D�.Gail"g.Heip'hf{5nrfwdzoMsgy-Bparrdiip-tmlllore'}
5014 Goin lot. web le- - Halo 100 le 520 kI 140 le ISON W� p
52fi`x•3.?b kactenp.W Trprrdnn; R.I.ecul i, TneV d So. Raetanpulir Tmp Te,4. Raetengda Tmp7id4.ng Re4impriu TmpTMrq. Reetm94tar Tmp(To g- R"I'Milula7 TuorTtime. R.IIW1;11 T'Wgdanp RW-Netsl TRP(Tn41q. q
L.a&g Lwdeg I.-In Loadmp Loadnp Loedw L.cimg Loe5np Losdiq Loadng Losdieg Loldup Loadng Loednp Loading Loadir,p Loadnp loadnp Im,yr U
x,500' o �
Atutn:Tubs a± P „ -
N
hM���lr11 � qqyhg � �� !.!
4!M
z4!4S."!
2co N421n 170.0 020 110.0 135 . , 110.9Me 170A SOB 170.0 992170.0 17a.D 11 163.3 521 187.7 1118 170.D 621 76B,5 1110 110.0 527 95.0 1118 170.0 521 Q ~
J
d0 in iTAO 700 170.0 524 170.0 850 ile.0 504 167.8 911 170.0 Size 146.7 ale 170.0 Blit 130.4 978 570.8 677 111.3 978 170.0 am 97.8 970 t70,P 680 931 978 170.0 a80 733 078 170.0 888 � _
;Ty091257n. 170.0 747 170.0 603 170.0 890 170.0 631 150.7 027 170.0 85441531:=-927180.5 706 117.2 027 150.1 099 105.5 927 156.3 896 87.9 927 158.3 69S MA 827 156.3 895 65.8 127 158.3 605 '� Dm U)
SAin 170.0 797 170.D 612 154.6 869 170.0 691 532.6 860 153,9 683 1 W $69 we 689 103A 869 134.0 660 92.7 869 1R9.B 051 77.3 069 ttO.B 6S2 60.2 069 120.8 652 51.9 889 128.8 652 11J O� d
rA Br 1d3.2 7d6 151.8 634 119.4 748 132.3 6'19 102.3 746 MA 608 09.5 748 107.8 $99 79,8 748 101.0 692 71.8 746 96.8 587 59.7 716 93.3 583 St.R 74d 01.3 58'1 4d.6 768 93.1 583
631n 181.7 077 132.0 519 103.1 077 113.2 566 BBA 077 100A 555 77.3 BTT OIA 618 80.7 677 $5.2 539 61.9 077 81.0 531 51.0 611 71.tl 624 14.2 Bii 16.7 529 38.7 817 70.7 529 h' J
W J
94 in 107.8 Bit 114.7 830 83.7 617 97.6 SO 76.0 617 Sell 504 57.3 817 78.3 60D 69.6 617 72.0 494 53.8 617 88.7 409 418 817 04.4 483 38A etl 83.7 d82 33.8 057 8].7 682
a a
72h @28 87.1 450 0.1 659 74.2 410 59.2 SIB 1 05.2 432 61.9 610 $0.8 115 48.1 $10 64.2 119 IIA SIB 50.7 111 315 S78 40.0 100 24.0 510 45.0 4P5 76.8 610 45.0 405 .��- o
J
Tel. 70.5 i 465 73.7 406 58.7465 62,8 398 50,3 485 64.8 500 44.1 465 49,4 3B4 39.2 465 45.3 37B 35.2 485 12.2 371 2BA 485 36.3 367 25.2 465 3S5 361 22.0 465 38.2 363 T W
70 ie 603.2 M! 58.0 387 54.3 447 87.7 370 45.8 441 50,$ 372 40,8 Ut 45.4 368 30.2 415 11.8 360 32.6 417 38.7 338 27.2 445 36.9 349 13,3 441 33.5 J46 20.d 4l1 32.7 385 ¢ � V �
901n 42.1 132 430 2'35 35.1 332 J7.tl 209 30.3 332 32.3 291 26.5 332 2B.a RBO 23.8 932 R6.1 276 11.2 332 21.7 272 17.1 372 21,3 268 15.2 312 10,6 262 13.3 7]2 10.7 260 <'• .-
I- O
96in 35.0 -297 35.9 280 Ze 295 34.3 256 25.0 297 28.4 252 25.9 201 23.5 2db 19A 295 21.3 244 17.5 281 543 241 H,8 291 i7.t 236 72.5 28M1 15.6 23R Q N
70814 34.8 1270 25.1 2ve 7.0.6 230 21.1 205 11.5 230 18.3 201 15.4 230 1..2 190 X
qQ S
III to Y[.8 -2fE ?3.i fbl to.a 210 ti.4 144 10.2 21tl 10.8 let 14A R18 14.9 188 N In O
M
12tl in 17.9'!�197 '18.2 170 ia.9 161 15.3
V N
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: ; ma
Anchor capacity Table libel ANCHOR CAP., .,,,-.
SUbttrete: 2.7k Concrete 3,5k Cono. i40Mx GpiU F6Ied CMU PT Wood Metat (DP,,,)X� }=ANCHOR CAP.,,,
5710'Elm 1/4'SS Elco 5/IC Elco 1/I•SS El. R70 Sleel 1.11ed p12 Sled MULLION OAP.,,,,,,,...
Anchor Clip Patterns Arches Type 3116"EIw ultmwn v4"Eko ulbe4on 3'18'Elco U-04 174•Elco U9mmn USE THIS FORMULA TO OBTAIN THE*ANCHOR
Utt7awn AgpmOatc4 UlLacoR AgOreOatgr Screw{^u3)Sprexr{05 SOrow;GS)
Edge DTII-e 9n) I. 2.177 V 2-172' 3.178" 1' 2.112• 1' 2-1R' 2- 3.116' 2' 0.48 0.54' 0.324' CAPACITY REQUIRED••CORRESPONDING TO AN
Embedment MT 1-314• I've 1.374" t-we r f-114• 1.114" 5.174• 1.114• t•S»• t-57§' z• rata' ta+a• +cries ACTUAL PRESSURE REOUIREME14T FOR THE
"2 An0til-M 4.75'Mm.O,C./S19rdaW N 01150Up(FIp.1): 390 fo5 3BOIM 450 @s 890164 1844 foe 270 Ms 200164 35110& 740165 314164 6041be 946160 341 to$ 442ISO 560Ibe OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhom @ 5,15'MIn,O.G.T StaMazd(b700ae1)UP(F39.27 Alto 1w TCO to$ WA WA NIA NTA 380164 WA NIA NIA WA wn ee2 ro, 845lbs 1120 iba CAPACITY(FROM THE TABLE)OF THE SELECTED
4ATOWS03'Min.O.C.1(2)245 Angle CIO l(Flo.3) .7W the 781164 Balbs 1560)bs 1590 IW 540the 500 Im WA 7$0160 7481bs am Na iW2Im wz lbs 885 ft 172016.1 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Arch-@ 0.54•MIn.O.C.IU-CHIP,L 10,100-Alum,(Fq.4) WA WA WA WA NIA WA N/A WA NIA WA WA N1A WA NIA 0501bs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Awbw 7 F-CBp(Fig.. 195 ibs 183 ib, a2S tbs 445 IM 522im 1-2516.1 tilt itre 177 fOs 3TO1M i8T IDs 332 ibs 4731be 170 ma 2211bs 28010, ADDITIONAL ANCHOR OPTIONS FROM THE
2Ar¢M4s®1.16'Min,O.c./F.aip IS Iii.B) 21P IW 35016.1 WA NIA NIA WA 190 Ws WA N/A WA WA WA 341 toes 442164 560 ibs ANCHOR CAPACITY TABLE. ^RP.4JUC't REV ISBD
¢3 cont plying with at.FloddAt
NDi)d ng Cc, x-41•)9 O
FIGURE 1: FIGURE 2: A.plwion Dm
TABLE NOTES: 1'250 13xpilalinn Dmc'�- X104 t
® � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 111 Dode Produet
111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. y��ll,`(LY i E;',l?�
FW^URF:3: 3.250'
::`:(; ••l�Gl��!,
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE .. •��GF.h!iL• r
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` ;r
® i • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ' 140.5gi n5`
BE USED = `'
IN PAIRS. y
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100"
FiGUR':'4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL {.•
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �- S7!,
+ i 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND
® ` .045•THICK(III GAUGE).STRUCTURAL STEEL TO DE AT LEAST.125THICK AND A36.ALL 1.25'X 3.26"X.100' ••• `I
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION
I 1110 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A•LYNN:MILLER,P.E.
FL P-E.#53705
TABLE 10A
MuiBon Capacity Table @bvR)
Opening Width(forveAicaryipeminO mtillons)or Opening Helght(for htdzorte8yspendng muillore) - �'xw' ¢
SOS. : to In 701. So in 40 in 100 iI, 120 in 510 n 160 In }F?1 o
126x325 Reclurpular T,.0ieng. Reclengular hepfrriarg. Rec1an04ar Treplydmg. R4curgulu TrOpTda.q. Ractarpalar TtapRdar9. Ractanqulx Tmpllrianp. RaclanQulx TropTdanp. R4dangular Trap`Tdang. RacSanqular Traprtriang. 0 oz
%.OZA LOadirrg Loading U,dnq L.a64g L.61 taadnq L.&q LOa3ng taadng LOadng taadhg LO9d(ng LO.&I LO fSq tnd'nig tn&p LOadn9 LOedinp �x U
Alum.Tube .L .S.- & .E.. -5 U.,. E ,• E... .0 .S� ,3.. •a `.. & -5E.. 'S ,. •E '9
Multlon SS a 3S " SS a GX 6 6.
s �a a � eii ��, e s "s a ro U >.1 a
u u u u u u u" u" u a. u u e is u" u u u u 6 11. 9 u u u o Q
d`a �C�. $a xn c, dre E d`� g d`¢ f�. dam`¢ $€ 8a. f d`c � $a` f "@ Em" 2 fir} d`rc A 2s`c 2 � �
/21n' 170.0 620 170.0 135 170.0 741 170.0 410 170.0 660 IT0.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 Vol) 521 170.0 1400 170.0 521 170,0 1735 170.0 521 170.0 1983 170.0 521 O w
d@Yn 170.0 708 LLJ
170.8 524 170,0 850 170,0 584 110.0 932 1700 630 U0.0 1133 170.0 661 170.0 1275 570.0 677 1706 1411 1709 680 170.8 1700 570,0 680 169.7 1979 170.8 600 i48,5 1979 170.0 660 a S
50.625.1, 110,0 717 170.0 567 170.0 096 1700 631 170.0 1016 170.0 684 170.0 1195 170.0 727 1700 1346 17D(I 747 170.0 1494 110,0 756 170,0 1793 170.0 756 1625 1877 170.0 756 133.5 1877 170,0 766 a (A
S0-,
64 in 170.0 797 170,0 612 170.0 956 110.0 691 110.0 1116 170.0 754 1100 1276 170.0 603 170.0 1434 170.0 817 170.0 1594 170.0 856 1S5.4 1759 170.0 661 174,1 ITO 170.0 061 117.3 1759 170.0 1161 ca p I-
211,
1700 065 I7Q.D 701 179.0 1@63 110.0 797 1704 1210 170.0 ST@ R0.0 1417 170.0 944 151.1 1511 170.0 496 tlS.D 1511 170.0 1073 120.8 1551 170.0 1063 Y03.6 1511 170.0 1063 90.6 !Sit 170.0 1013 F1- ;C CIO J
67 i. 110.0 970 170.0 746 170.0 1 1116 170.0 850 170.0 1302 1 1700 1 940 156.6 1 1770 170.0 1016 139.2 1370 000 1076 125.3 1370 1 164.0 1082 1044 1310 155,9 1012 893 1370 155.3 1010 78.7 1 t370 i55.7 1 1070 1 2 w
{ d
m 661. 170.0 974 170.0 789 1700 1169 170.0 903 166.6 1248 170.0 1002 t36.2 1248 158,6 1013 VIA 1210 14T.1 1000 105.9 1218 134.0 989 908 1218 170.4 978 TT.B 1218 124.0 975 EB t 1248 129.0 975 2 6!)i m
121n .161.6 1019 170.0 810 179.9 1049 150.2 942 119.9 -10/9 132,1 $16 104.9 ID49 114.1 060 912 1049 109.7 848 03.9 1043 1927B39 64.9 1049 34.3 026 58.4 1949 91.2 820 b2d 10{9 41.1 824 � �� � ��
3
0 Thin 112.7 941 149.1 B22 118.9 1 941 126,@ 1 805 101.9 -941 111,2 191 88,2 941 100.0 177 79.3 941 91.1 766 711 941 85.5 761 69.6 941 7t.6 144 51.0 Mt 74.0 T37 44.6 941 73.3 735 pZ
78in 1720 8% 137.6 783 110.0 841 5169 757 94.3 eM 5021 753 82.5 dM 911 140 73.3 894 8{.i 739 664 894 78.3 721 65.0 BM 70.7 707 {7.1 894 679 TD1 41.3 831 66.1 699 Q „f- Y
90 in 85.9 671 89.7 596 71,6 611 1 71.9 555 614 671 657 575 577 671 68.2 566 47.7 671 52.9 555 47.0 671 /e.e 551 35.8 611 43.1 679 70.1 871 79.1 571 26.9 671 37.9 526 Z (Np
06in Me 690 728 527 58.6 5
` 599 190 fii.i 618 90 7,4 609 94.3 690 5 47.6 602 34.7 690 17.0 194 75.1 590 39.6 IB9 29.6 590 M.J 477 25.] 590 31.6 169 22.1 690 29 0 IW
itla in 49.7 466 50.6 421 11./ 466 l2.0 114 76.5 466 37.1, 400 31.1 466 32.9 /02 27.6 466 24.7 796 Id.9 156 27.1 335 70.7 466 73.5 352 17.9 /b6 212 375 15.5 45fi 14,6 }70 NI
iii In 45.0 441 46.7 dOp 70.2 411 39.3 397 37.7 U1 74.1 767 20fi 441 30.2 702 25.1 Ili 2T.T 776 77.9 {11 24.9 ]J2 19,7 441 21.6 767 t6.d Mt 19] 356 34.3 4d1 f7,8 ]i1 W M
Of 1201. 36.3 378 36.1 344, 30.2 '376 31.0 334 25.9 375 2fr.8 331 22.7 378 23.7 }28 20.1 379 2M1.3 325 t8.i 378 19.5 321 16.1 378 16.7 314 In (fl U)
1{d I. 21.0 262 21.2 242 17.5 262 17.8 239 15,0 261 15.7 236 Q N 'd Q Q
xmO 5:G
TABLE JOB ANCHOR CAPACITY ADJUSTMENT FORMULA: rY
AnchorCepeclty Table()be)
ANCHOR CAP.,,",,,,,, 1- o
Subslate 278 Mmreie 3,5kcmc. HMO*CMU F8!eOCMU Y7 Wad MH3 (DP)X t ,=ANCHOR GAF.,,,
fJ1S Oto Y/'S9 Fha 915 EYo ifd'S5 EI[o 1110 5189 012 Steel 612 Slcel MULLION CAP.,.,.,,,.
aKMJf Type 3715 EIto UBmcm 1/4'Ek0U9raCOn VIS'Elt0 I18Ram tl4'Eko UBTfiton
Anchor Cllp Pattem5 unracort Agg'cGSW Untacm AOx•GHa Stee (L5)SCIVII(G5) St"(wry USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge clsiame Dn) 1• 2.Or I t• 2-112 1710' 1• z•vz t• 2-trr r 1115 z 0.46' 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN
EmWdneil#r), 1374' 1,5 d' 1314• 13'4• 27 1-114' 1.174' t-tf4' 1-1f4' 1-114' i-ild• r 13B' I T vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2Anciwim6 75'MiR O.C.I Stan7em cc OOset Up ft 1) 300 ib9 ago its 450 lbs ODD IDS 1644 Ib3 270ms 280100 :1171
6 740Im -3T41D5 6641m HIlb, 111110 1129x :60 Ra OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amnas 1,15`Mln o.0 r s13nmla(a IxeeO Up(Mg,27 480 bs 700100. H1a WA Nm NIA Seo Ira wa RM Wa wa So 9» 865 m6 tt201ro CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Amh-aT Min.G.C,I(Y)2,6 AtayteC6ps I ft 3) TOO eas 7m 106., 660i1s 1560 its 1896501 buttes SW 106 760340 746 lbs 680Va 1eKt lin 632101 805]be Itzoloa MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Amtnn R 0.51'Mkt O.C.I U-00p.1.10.100'Alum.(Flo 4) HIA I4IA NIA wA Nrn N/A WA '-
It NIA Wn WA NTA IYA Deo ros CAPACITY WHICH MAY BE USED TO QUALIFY
tAmhxi FC6p(Flg 5) 195 Lb 106U 225 lot ddSt. 822 ca 135tbs 14086 1 37011, s6T bs 3321as 17386 170W 2211th zit Oa ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ancton 01.15'MIA O.C.1 rzop(170 210 b6 350106 IYA WA NIA NIA 1901te WA ANCHOR CAPACITY TABLE n;(O,DUC(REVISED
us cn,VIying with the Fllxitta
Building Code
FIGURE 1: FIGURE 2Acceptance look)
TABLE NOTES: 1.250'- Ex imlial Da1c A
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
IMJo Product
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. M6nr' Coatr
,V61ttI!I17
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: 3.250"
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE *- •:` ' V)GI IJo( r
ANGLE
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
Q' ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 1`713 50175 _
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND --T
FIGURE 4: FIGIURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL 4' :'3T
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE ,( %�i�'-, So IF
6063 TS AND 8E A MINIMUM OF,140"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND - �'Lt3R10':-'C=;\.
i .045'THiCK(18 GAUGE).STRUCTURAL STEEL 70 BE AT LEAST.125'THICK AND A36.ALL
® I ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25'X.624'
#�
910&7712 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION AILYNNiMiP.E.
FL F.E.#58705
TABLE{5
Mullion Capacity Tablo gbvMe) � i
Opening Wolin(forvorllce9yspenning ridlors)or Opening Helght(forhotlzonle"pannilg mt11ions) �G! a
60 in bale 70 in 65'. 90 in 100 in 1261, 140 in 160 in 1n o
1.26x394 RacingWar 1rgJNtemJ. Reclenguler T"P/Tdenq ReWengely Ttapn'deig. Rectengal�l AepTdeno. Reclengaw Tn.pR'Ing. R9c6nng01ar T18p(r alp. Rec48nqu411 T+ep'Tdang. Recta pW TopfTdeng R4ctangWar TrBpTTrbng.
'LOc9n taaS LOOS, toed-vi LOed t0edi L01& LOadt 180 10,06 LOOdn t,Mng LOBS, LwEd g Leading LOedng LoaBnq U.ding
x.1324 9 »g P 9 1^9 ^9 ^0 O0, 6O9 M 0 B S Y U
Alam-Tuba •� 'r5�.. .., 3 '� :+ 'E .-. - 'w •5.. t3..
MU11Ion .. a u"s
US
II:�� ,�� `� 0,'a >°� :,� �� t� `� 2.0, ='� �g �'� �'� ^� �� �§ � B;� �a bt �� ��' t'; �� %� �� s'< d� �'� �� g� &� �e �'� •s0, � �`rvly w
$a` IE `�a Fc du`« 2 .�`'« 'z'� $« s''3 $a ZO
d21n ,�110.C1620 170.0 <]5 710.0 744 1700 470 170.0 868 17x0 506 110.0 992 170.0 619 17D.D 1116 170.0 621 170.0 1240 170.0 571 1700 1/88 170.0 521 110.0 1775 110.0 521 170.0 1997 170.0 621I'll W
46 in 170.0 700 170.0 524 trap 854 Iwo set Iwo 992 770.0 610 170,0 1137 170.0 667 40,0 1276 170.0 ST7 176.0 5477 170.0 600 170.0 5700 170,0 680 itOA 19$3 179.0 686 170.0 2267 170.0 680 LU
50A25 I,., '17.,Cyj•747 170.0 5E7 170.0 896 170.0 631 170,0 1046 170.0 601 170.0 1195 1700 727 17 q.0 1316 170.0 747 170.0 Ia91 170,0 756 170.0 1193 t/O.tl 756 170,0 2092 170.0 756 iTaO 2791 110,0 756 LL o �
64 in iT6,D) 797 170.0 612 770.0 956 17a0 691 170.0 1116 I 170.0 154 V0.0 1 1275 170.0 j B03 510.0 1 1434 1 170.0 877 170.0 1594 1 170.0 856 170.0 1913 170.0 061 770.0 2231 170.0 061 160.2 2403 170.01 OGI I m O
SD in '70.0 885 '10,0 Tet 170.0 1063 170.0 TST 170.0 1240 1700 878 1740 5417 170.0 944 440 +698 170.0 995 '70.0 177/ 170,0 1033 110.9 2725 40.0 7963 1483 2163 1740 7063 124.8 2567 t70A tCb3 1=- (MO
53 in 170.0 930 170.0 745 1700 1+16 170.4 850 170,0 1302 40,0 940 170.0 1408 170.0 1015 170,0 1677 170.0 1076 170,0 1859 170.0 1122 156.9 2060 170,0 1169 like N60 1700 1171 117-7 2060 170.0 1171 W J
Z)
c681, 170.0 914 176.0 Tag 170.0 Iles 170.0 903 170,0 lost 170.4 1002 1700 1550 170.0 1095 570.0 1753 1700 1755 +70.0 1946 170.0 1210 183.0 1964 170.0 1275 1226 1966 170.0 Iles 107.2 5966 IWO 1256 z w m
•j 72In 170.0 1063 170.0 078 170.0 1715 170.0 1009 170,0 1408 1700 We 110,0 1700 170.0 12ZB 151.1 1774 170-0 13 t5 178.7 !734 1698 1306 115.6 1734 156.9 1344 94.1 1771 160.1 1352 86.7 1731 7482 1]52 S
76 in (•170,0 1122 170.0 937 +70.0 Me 170,0 1080 160,5 1558 170,0 INS 147.4 1656 165.2 1285 131.1 1556 1615 1268 117.9 1556 14 17 1251 98.3 IS% 120.3 1229 84.2 1556 122] 1279 77.7 1556 121.2 1216 ZA c`3 z
2 761n t 174.9 1131 170-0 967 176,0 1381 570.0 ills 155.9 1477 169,3 1245 136.4 1477 152.0 1224 1212 1477 139.1 1206 109.5 1477 129,5 1191 90.9 NR YY59 1169 77.9 UIT 150-8 til@ 68.2 147T 109.3 1154 Q 14 __ ;r
9G In 142.0 11:0 146.5 EGG 1184 1110 123.9 968 101.5 1110 107.9 951 BO.B 1110 96.3 936 T8.9 1110 27.5 922 71.0 1110 ea.? 910 592 1110 70 891 50,7 1110 65.6 BTB ZZ
44.4 1110 62.7 810 z d O
96 in 157.0 t1�975' 1203 672 53.5 975 Ye{; 656 83.6 975 B8.] Bd2 q�5624
75 T6.5 029 65.6 976 N.2 BfT 50.5 975 658 807 4p.g 916 67,4 781 111
1.0 975 52.3 776 36.6 975 49,3 76T F x02
104 in 82.7' lil 01.0 '496' 64.5 711 70.7 605 Sa.T 771 61.] 674 71 64.3 661 45,7 iI1 49.0 655 41.1 TTt 1/.9 W7 ]0,.3 711 35.9 W2 .4 771 35.0 621 25.7 771 326 SYl 1� "T aptiiir, 175.7 7:3 77.15167' "a5065054.1 130 56,7Me 30 49.9 631 42,1 730 45.0 622 77.3 770 41.1 614 71.5 730 35.6 600 ,0 730 71.9 SB9 27.7 770 79.5 581 W c)
120 in 54.9 1621 61.0 559 19.9 626 SS2 460 42.8 624 4;.] 552 392 544 33.3 624 35.3 617 30.0 624 32.2 53) Z5.0 s21 21.7 519 27.4 824 24.6 509 {8.7 624 22.5 SOS X V)
t4din 1 34.1 833 35.1 100 28.9 433 2SA 395 24.0 U7 25.4 390 33 22.1 385 19.7 477 20.0 ]el 17.7 473 19.2 376 Q N Q 3 O
T 8 "7 B n Y 10 .o
ANCHOR CAPACITY ADJUSTMENT FORMULA: ,' D~Ew
Anchor Capacity Table(Iba)
sutatrale ncZACtele 35kConc. Nch-Glu Fg cmu PT Wood M1191 (DP,)X(ANGHOR CAP„w_.,•„)_ANCHOR CAP_ E
976'FICO 714'SS EkO 916'EkO 114'SS Elco 010 Sled 412 SIMM 052 SIeCI \\MULLION CAP.,,,.._
hor Cllp P.01'e rtle AtrOr. Type 3'1C Elco UDrsrn 1111'Fxouamron UK-on a'1s Elco Ulraean v4*Elco Unracon AooneGy01 UalaCrel Awraa
RGscree(G5)Sc m ps) I,.-(Go) USE THIS FORMULA TO OBTAIN THE'ANCHOR
^Ea4• Y• 2 1- r 2•1ir 2- r H . REQUIRED'CORRESPONDINGTO AN
yc O5larcc n '
Emta:mi6n1 n lara' 13'45 1,V4- 1.Nd• r 1-1/4' 1414* t-114- t-17! /-v4' 1.114* r 1-are• tare' vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Axirm.,4.7.far-,t3.C.r sia 3wo o,(Z
Cap Alin IT 3W zn 3mics 4%lbs Wlas 1644 MS 21ows zeota �a1Ds 1aD1is aidtts 664 tra s16 tm 3d11tis ad2 Y1s 0601w OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archccs 73 1.15 Min O.G l slw4am(a'gaeh CPp pig 21 460 Ibs 700109 NIA WA NTA NIA -los I NIA WA NTA 1UA WA 682 ms 685 mo 1120 I I CAPACITY(FROM THE TABLE)OF THE SELECTED
an•rt9as4 G,SMY7.o.c.r Frj acfi Alpte crpl:14,37 78D IM 71;0 we tm oz t5037ns 1@361os 5401b5 �111A
U¢e NrA 7o`IM Tae ms BGO Rs 5992168 wziDs a95 ras Y/2Ci 106 MULLION.t7 WILL YIELDAMtNIMUM ANCHOR
4 AM 1`01:�-MV.G.C.7 U-U,Into.IW'A6+n1 F'g dy 77rA wA WA WA wA NTA NIA WA 111A tuA WA 711A 1Ua 12671W CAPACITY WHICH MAY BE USED TO QUALIFY
tAttirx7FLBpIg sy 195ms 195 Ito 225 IM ads lbs @22¢e 135 las do aza 177 tas 370ica 107 nn 332 ita 474 los 17a'bz 2211116 280 itx ADDITIONAL ANCHOR OPTIONS FROM THE
2 AncMrs 1.IT MIR O.0/FLIT 067 24010s J'A 105 NTA tVA Pilo NTA 100106 N/A 7YA 71/A WA fUA 3111bs 442 tta rb0m ANCHOR CAPACITY TABLE. PRODUCT REVISED
u complying sviih the FlorWa
1.250' 13uilding Cade
FIGURE 1: FIGURE 2: Accepii'm
TABLE NOTES: CxpireYon Uma 202)
` • * 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, Mi Dade Produd
1111 tilttT
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. t
F1GUR=
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94•
ANGLE SHEETS 21-23.HOLES TO BE DRILLED iN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED MUST
• • • SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nn,5,706
LO BE U
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �-
Cr
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL •'-) •O �� t.J::'
FIGURE4: FIGURE 5: FIGURE 6: -') e;iAfF:OIS r,l.!/�•
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE -
6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND '024• (�:�''•• '
A ® • A45'THICK(10,GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THIGK AND A36.ALL �':���+� •• •" -C 1,
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • 11t1�
810 8 472 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 470 S.S. 1,25 -824' A.LYNN:MILLER,P.E.
MULLION
FL P.E.B 58705
Frl,,
_ 1
Mullion CapacityTable Ibse
Opening Width(tor veitically-9parvi gmtgllons)or Opening Height(for hori2ontetry-spefrirg mtJllons)
SOI. 601n 701n BO N 901n 100 in 1201n 1405n 1601. �$r'`
W
ctangular TIaPTri". Recicnguier Ttapmang R0eI6nOder TIryYRt" Rectangdu Tfat✓Tdam. Remanpalec 'roplTdalg. ReNulguler TnP'fdeng. Reclangu1. 1ft Td". Reclanoer Tlep'ldan9. Roclanevia Tiop?dang.
ooting Loadng Lading Loadn9 Laadng LoadM Loading Lowing Loedfng Lotting Load.O Loading L.diLuedn9 Ling I.oadn9 Lood.g Loadngs s sMuMon
se '� �� o�
�cc s .e x df rc 5G 0: f 20 d`, a 2 rc ce [n
42 in 170.0 520 570.0 435 170.0 7M 170.0 478 170,0 888 570.0 606 170.0 992 170.0 519 170.0 1116 170.0 62t 170.0 1240 170.0 521 I70.0 1486 170.0 521 770,0 1735 170.4. 521 STOA 1903 S70A 521 Q W
tB ki IY.3 708 170.0 524 170.0 634 170.0 $64 170.0 992 170.0 630 170.0 1133 170.0 681 170,0 1275 170.0 877 170.0 1417 170.0 600 170.0 1700 170,0 860 170.0 1983 170.0 680 170.0 2267 170.0 860 J LU
.625 In Woo 747 570.0 563 170.0 698 1700 631 170.0 1018 170.0 681 770.0 1185 170.0 723 170.0 1345 110.0 747 170.0 1494 troll 756 170.0 ITO 170.0 756 170.0 2092 170.0 758 570.0 2391 170.0 756 � _
541a 170.0 197 170.4 fit2 470.0 936 f70A 891 170.0 1116 570.0 764 170A 1275 170.0 803 170.0 5434 170.0 837 $Too 1594 troll 856 570.0 1913 170.0 681 170.0 2231 170.0 661 VU 2550 170,0 861 UJ p o O
DO In 170,0 065 170.0 701 110A 1063 170.0 -787 570.0 1240 170A 070 170.0 1417 170,0 9N' 170.0 1584 170,0 096 170.0 1771 170.0 1033 170.0 2125 170,0 1063 170.0 2479 110.0 1063 160.0 2660 170.0 1063 m
83 in 170.0 930 f7C.4 745 170.0 ilia 170.0 650 i70A 11302 170,0 940 570.0 1458 170.0 1016 110.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 57A,0 1169 160.7 2653 170.0 1171 145.9 2553 170.0 1171
661n 170.9 674 170,0 788 me ties wou 003 170.0 1364 1700 1002 170.0 1588 570.0 5086 1700 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1215 151.9 2431 570.0 1286 1328 2437 570.0 1266
� m
72:n 1700 1303 1700 615 117:0 1275 170.4;!009 170,0 1488 170,0 1126 170.0 1700 1700 1228 170.0 5913 170.0 1315 170.0 2125 170.0 1387 145.6 2181 170.0 1168 124,8 2164 170.0 1528 109.2 2184 170.0 1530 ZLLJ u
U3i
ka TG ie. 174.0 1122 170.0 931 170.0 1346 1700 7000 170,9(1670 170.4 t209 170.0 1794 170.0 1322 183.5 1960 170.0 5421 586.8 1960 1700 1505 123.8 1980 785.8 1558 108.1 1960 164.0 1635 92.9 5060 562.7 1531 0.�' rcZ
7B 1nz 170,2 1161 t76.0 907 170.0 1381 170.0./Ila i'fU:O 1611 170.0 1260 1700 1642 1700 1369 152.7 1661 170.0 1474 137.4 1685 1&1.1 16W 114,5 1561 147.3 1473 98.2 1865 139.6 1459 85.9 t861 137.8 1454 ¢ N
00M• 17C.0 1320 770.0 5144 149.1 1395 ISO.a 1218 127.8 1398 1311.0 1199 111.6 1398 121.3 1179 99,4 1398 110.2 1162 69.6 1388 101.6 1147 74.6 1398 89.6 1122 03,9 1398 62.7 1105 65.9 1398 78.9 1006 Z J r
J d 61 a
1 98'n 147.4 SPM 15t.5 1096 122.9 1229 127.6 5079 106.3 5229 tt5.2 feet 92 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1220 62.4 t0f6 61.4 1229 72.2 993 62.7 1229 65.9 977 46.1 1229 62.1 95T h s
1031n 103.4 171 505,6 877 a6A 971 69.0 882 14.0 971 77.2 849 61.7 971 1384 837 57.5 071 61.6 625 51.8 071 68,6 815 41t Olt 49.0 790 37,0 971 44.0 782 32.4 971 40.8 771 U) U)
its in 95.0 919 97.3 ail 795 919 81.9 510 86.1 919 70.9 me 69. 919 62,9 794 53.0 919 56.7 754 47,7 919 51.8 774 38.7 919 44.6 758 34.1 910 40.2 742 29.6 919 37.1 732 Ll.l x
}2CN 75.6 786 7E,8 TS6 629 768 6+.8 705 53.9 786 55.8 895 {7.2 788 48.4 608 411.9 788 {4.11 477 37.7 786 44.6 688 31.6 706 31.9 853 27.0. 1166 SSA 641 23.6 788 28.4 835 V C�l1
144 Ir. 43.7 548 M.'2 501 36.4 548 31.0 '190 31.2 546 Ell 27.3 516 28.2 18S 24.3 319 26.3 479 21.6 548 22.9 474 18.2 S68 19.11 481 15,8 556 17.2 A. 13.7 548 16.5 148 C-0 N d O O
ABLE 12B ANCHOR CAPACITY,DJUSTMENT FORMULA: .v Z mO s0
Anchor CS acity Table(Ibs) ANCHOR GAP.,,,„•„ " $oma
SubsVale 2.7X Conerde 36XCax. HWW CMU HIM CMU PT Wood Metal (OP..)X( )=ANCHOR CAP.,,, $ 13 e b
5'16-Elco 1118'SS Eko&115 Eke lle 55 Eim x50 SICU x52 BScei x12 Sleet MULLION CAP.,,c,,,,,,
Anchor Clip Patterns yt6'E¢o UBraat t7r£kovuac0n Brig'Elco Unmat ttd•£kuU,,econ
uamcon Aggecaor unman AggrcGaa Stoat IGS)sctc••(GSI St-(w) USE THIS FORMULA TO OBTAIN THE"ANCHOR
E 0elarcc n) 1• 2-tl2 1' 2-92 3-178• 1• 2-v2• t• 2-v2 2 3.518• 2' 0.46' 0.sd• O.32C CAPACITY REQUIRED'CORRESPONDING TO AN
Embeangni tln Ia/4' 1-314• iV4• 1014- 2• t-vt• t-v4• 1.114• 1-vr t-v4• t•v4• 2 t-aA• iJ'0- vales ACTUAL PRESSURE REQUIREMENT FORTHE
M3AMhO31,34'
MnO.C.l S10rl0ad Or016e1 Ca tb 300105 39017, d�Os WOlts 1644103 Z701os 280 IDS 3541bs 740105 374106 664+c5 Ot6 Rs 341 art 412106 5601 OPENING,WHEN IT I$LOWER THAN THE MULLION
rMh OC.tStatda70 ort,>ibel Gi 3740165 740105 Me m5 1465 rm 147A Volt NIA Sm bs NIA WS fa, NIA BOO las WA 662 PoS BBS Iftt 1720 ka CAPACITY(FROM THE TABLE)OF THE SELECTED
1'Mlrt 4065103 0"' 758 bs 1946105 NfA NIA 7111ocMULLION.IT WILL YIELDAMINIMUM ANCHOR
TMin.O.C.t 2s5A C6 r 18D£DS 7 600 iS67 Rs 1896ISn OfOs 5111 as NTA 7601116 746 Vas sA31w 5058 ias E02 ibi Bas ioa i12}iis CAPACITY WHICH MAY BE USEDTOQUALIFY
3'Mln.o.0.! 21SArgfeCq I p6k 117010s 117otts. 1020lbs 23891.! 2B44m3 e s B40 RA x/A 1100lta 1122®s t3201bs 2638 ros f0221M 53zr 105 lsao lm ADDITIONAL ANCHOR OPTIONS FROM THE
4'Mtn.O.C.?UC ,5nf0.i24'Alum. NIA t4fA ritA WA tunANCHOR CAPACITY TABLE.
4•Min.O.G lU-Cib,1.10.128 Num. .8 NIA WA NIA IUA N/A N/A rUA NfA WA urn WA IUA IIIA 100 21 0.'6 rRODUCTRLVISrD
2Amt- 263'Mtrt O.CJPL 3T0IPS 370105 356'x3 7431t>; 712 tt6 1710 2E70los HtA 348710 NtA 4-00 SM 5bA 37Y ws 842416 :fA Vas as Complying rridl She Florida
3Arc0a5 7.71'M1n.o.C.I FClip .10 103103 525 ma 379 bs 1 073166 NIA I NIA 3531M I Ouilding Code 121$-O
)Il NOTE:FOP THE UFFSE"CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acapto.cc No
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ft<pirnli nUatq� ��)
FIGURE 1: FIGURE 2:
FIGURE 3: FIGURE 4:
{ e 1 :• I • • o • • TABLE NOTES: 2,000' D4rimu 19.811 Product CaSuet"/
I ' i5ttillltl V
i ( 1--4� e • 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-M1 FOR 1 r 19 rr V
u I ) . Z�tC( 411.,
f 1 1 GENERAL INSTALLATION METHODS. ,}`,�•.•
�;� � � ILL • • e .,�rr.Nsi= •. P
H OUPF 5: FJGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
II F�-�. •
4.000"
o • `` iJcf.is(5705 :-
3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN .260"- -
1 1� THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23,FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _ l • I,•
• i; a aI t.;.r
LOCATIONS. jS '• {t.g !,r. .
FIGURE 7: FIGUR:B: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT :(%••
p-�- .•.l,!1}0.101;.-'•(�
�;I `i 0 e d (FIGURES 6&6j (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. �`•Sc •"" '••r':�'1
MUST BE USED ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 2•X 4-X,25'MULLION /((-)(sof 11111
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ALYt3N'OEIER,P.E.
FL P.E.7i 58705
THREADS BEYOND THE MATERIAL,910&412 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 450 S.S.
A.
TAELE AW,
•� Mullion Capacity Table[bale
}1 j
Opening Ndlh(for varticaly-spard inuIllons)or Opening Height(for horizoda sparringmullions)
57161 601, 701. aO In Dain 1001. 52016 140in ISO in
(angUar Trep'Td+mg. RNI"vlai Twildmig IRoclangul•r Trep7Td.V. Reclengdor Trnpffdeng. Roclangulnr TraprTda,g. Reclan9dar T. d'ang. Reclonpdar Tinpridang, Rodang,Aal .401TOne• Ro 'Awlar Traprrdeng. _ p
.1.081161) Loafing Lood,p toed.g Loading Loedu+g toedln9 toedFq Laadng LoadnO laadi,g LoBdng towing Losing Loafing L.ZZ a: w
FAl+irr:Taqu���y.'�. i•• � a T r a �y�•.• ,� n F a A b � a p• p a n p i• v z• r t �2
Mn,ifcn �.,• .a > i to '1) .-. a n ., n3a .. a.. a a a o T a LL
3 sNa
G 1) a s
i 3 49' 0 3 U 3 ? 3 v 3 3 9 u s� tl c ca�` c� 3 0 3 0 5 u 3 c� v i u
.3
� 5� a �� a Q� Is
ar �• �. gg _� � '1)g • �� �� � �;4 g� �•� � 3 '� b� � �` �� 's j�� �� �B �� � �� �g �� rn w
�:: <-- �rc �'a� s' �� z � �>� �� $<. �� s� ��" sC•, �� s� �o: � �� �� �� x �� �, d`a s�. 2a s� bac x .�& � a� �� �� Z ��� ~
42ie" .5760 620 -.iluo .435• 173.0 744 170.0 478 170.0 ON 170.0 606 170.0 9132 170,4 519 170,0 1118 170.0 621 170.0 1240 170,0 621 170.1) 1488 170.0 521 170.0 1738 170.0 521 170.0 18&1 170.0 521 W
.46n-' 770.0 "708 1 170.0 1 524170.0 1 850 170.0 584 170.01 9132 170.0 630 170.0 1133 170.0 1 081 570.4 1 5275 170.0 1 677 170.0 t4i7 170.0 SW 170.0 1 1700 570.0 880 $70.0 1083 170.0 860 170.0 7187 170.0 680 _
60,625 in 'I IGA 747 1 U0.01 683 170.0 1 666 170.0 631 170.0 1018 170.01 6134 170.01 1195 1 170.0 723 170.0 13451 170.0 747 170.0 1484 170.0 756 170,0 1793 170.01 756 170.0 2692 1 170.0 766 170.0 1 239t 170.0 756 a 0
t13
812 ima 9TS 170.0 6Bt 770.0 1118 170.0 754 170.0 1275 170.a .065 170.0701 ;10,0 1063 170.0 .797 170,0 124D 570.0 878 170.0 1417 170.0944 170.q 1504 170.0 9136 170.0 1771 170.0 1033 170.0 2125 170,0 1003 170.0 2479 170.0 1083 170.0 2833 170.0 1003 h J tTC.e 1333'�VGA 745 170.0 1118 170.0 850 170.0 1302 170.0 D40 170.0 1408 170,0 1015 170.0 1073 170.0 1078 170.0 1858 170.0 1122 170.0 2231 170.0 1169 170o 2603 170.0 1171 170.0 2975 170.0 t171 --(
�600.In�170.9 974 1'0.9 73 170.0 5189 170.0 1 903 170,0 1384 170.0 1002 570.01558 570,0 1 1086 170.0 175] 170.0 1155 170.0 1048 170.0 1210 170.0 2338 170.0 1275 170,0 2727 170.0 1286 170.0 3117 170.0 1268 z N i m
72.in 17L9�-1963 770.0 870 174.0 1275 170.0 5039 170.0 1488 170.0 S126 170.0 1700 170.0 t220 170.0 1913 170.0 1315 170,0 2125 170.0 1387 170.0 2550 170.0 1459 170A 2975 170.0 1529 170.0 3100 170.0 1530 W; o�
n 1 76 in 1A IQ2 17001 937 770,0 1 5346 .;70.0 1M 770,0 1 1570 1 170.0 1209 170.01 1704 1 170.0 1 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1629 170,0 3140 170.0 1094 170.0 3589 110.0 1705 J d 2Z
2'' 76' -;70.0 11af 170.0",967 t 70.0,1 1385 1 170.0 itt8 170.0 1817 1 170,0 1 1250 170.0 1 1842 170.0 j 1368 170.0 2072 170.6 1474 170.6 2302 170,0 1584 170.0 2703 170,0 1700 170.0 3223 170.0 1777 170.0 3083 170.0 1706 ¢ J r
~ Q o
0017. Pc3.1326.E 170.0 1144 1T(LO -1544 1700 1320 170.4 1059 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170,0 2856 170.0 1918 170.0 3586 170,0 2125 IWC 3413 170.0 2273 158.5 3413 570.0 2361 Q
IG-73170J� ''3'):/O.J '1730 170.0 1434 170.0 1883 170.0 1622 170.0 2287 170.0 1704 170,0 2550 170.0 1952 170.0 2833 170.0 2DD5 160.0 ]199 170,0 233a 137.1 3798 100.6 2470 120.0 3199 166.1 2428 F a0 e�
Cf} t)
` 7 N aT
_ 'F88Iilt. ;"r-4�3-1'2.9 tai*. -i?4P 1913 IJC.0 fGA 170.0 2231 170.0 1870 170.8 2550 170.0 2078 184.6 2761 170.0 2271 148.3 2781 181,9 2333 123.8 2781 140.4 2281 105.4 2785 726.0 2231 82.7 2781 156.0 2190 l
9Si J 17i1a�:. 770.8'1148 'te7.0 1 1:00 170.0 2283 170,0 1832 170A 291t 770.0 2140 151,E 2032 782.3 2245 138.8 2612 148.4 2218 113.8 2832 128,4 2f 08 87.6 2832 115.1 2128 05.4 2632 106.3 2096 � x �Y
70.01 1'"9. 70.0 i•(170.5 :859 154.4 2252 159.1) Igal 135.1 2252 141.4 1064 120,1 2252 127.2 19]13 100.1 2252 118.1 1816 80.1 2252 1)9.6 1872 77.2 2252 66.9 1676 87.s 2252 01.4 1808
t7 X d
i.i2a..,is 3.1La 0,,74+5 y21100.t 7115 E8.4 7584 91.5 7407 78.2 1501 80.7 5390 895 1564 72.3 1373 82.8 7584 65.7 1358 52.1 f5r✓, 58.0 1330 M.7 1561 44.2 1305 39.1 1564 44.d 1283 a dN a
_ T`FS Fti;,! ..___ ANCHOR CAPACITY ADJUSTMENT FORMULA: S ma m�
.v,.�•�......,.,..-.«�V_ Anchor Comity Table lbe
ANCHOR CAP,,,,,,,,,, y,
..wh0lu: 23k Conc,Na 3.5k Cone. "ll-CMU f14ea CMU PT Woo} Metal (DP,)X{ }=ANCHOR CAP..,,
1916,11111
114•SS Eico 5710'Elco 174•SS Ell. #10 Sled 012 Sind #1251ee1 MULLION CAP.,.;,,,„,
.i. Fxnrhar Uli[.Pett?+;�s .A.cS,:r'{yao: .918"Exo UUrecon tI4•Eko utuacp3 Uluocon 91s'Eko U7uxon 114'Elco Uluecon Ag9mGalor Ultmem A901eGe10r Sclm(05)S-05) Seres'(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
'_' T.'j..eai: ;:rw„Dn 1• 2-frr r 2-172• I 3Aa• r Zan• r tam 2• 3•Ve• 2• 914421n
4• 0.54' 0.327 CAPACITY REQUIRED'CORRESPONDING TO AN
• "'"r'y G:ntxdmm�(n): 1•.94' 1-Y4' 1 3/a• 1.314' T 1.174' MAI- 1.114' 1-114' 1.174• 1.114. r 1J78' wdac ACTUAL PRESSURE REQUIREMENT FOR THE
2nre;tsaa 'i4;7st;(�.-=. •�i�',>v a�cr.NGi2i- .1a2. 390 tis 39D1ros 45o�s 'e4oms ss449,s 27aIr 260In 354 ms 740 VA 3rasae 684 lb. 946 In 44z1bs 5so1Ds OPEMNG,WHEN ITISLOWER THAN THE MULLION
"'--" 4nnarora L6A L:ic.GR./sirnda'd ar CRsel C!b .31: 7B0I'a3 7130 Ne 9001Ds 17001M 3232143 540 N5 57.0163 TO6IW 1490Iha 7413 the 1272 In 1892163 605IM 1120 ros CAPACITY(FROM THE TABLE)OFTHE SELECTED
e9-e,
•' - BArwLa'S i.It'M�.O.C.IStcndrco or Oaset C(+vSR-q.4 7180 ibs 1400 tbs 101014.1 2595 i4s WA WA 849 In WA 1065760 WA WA WA fT7014s 2240@s MULLtON.RWiLL YIELD AM7NIMUM ANCHOR
4A.chae f93•MIR o.aln12a5 �.q� 1F .5: 790 In 7110 In 080 In 7560163 1896 In 540 ros 5130168 WA 760163 748In 860 ib3 1892 In 6&S lbs 1t201bs CAPACITY WHICH MAY BE USED TO QUALIFY
6A�chxd '3'k'i6.Q.C.t(2 2x5 Ar b pim l P.5k 1%0 In /560 ibs 13SOIW 3120IQs 3792143 1080163 §Ilbs 111.0 15201bs 149fi m3 1780 tbz 178d i6ss 1770 i>rs 7[30'63 ADDITIONAL ANCHOR OPTIONS FROM THE
($Ar.�.r:.`+,�ala off.�!2L2x5.'.ra r"srIFt37):, 16W164 21001M 1N0In 3780In wn WA 1320 w+ NIA 1500Im wA WA WA s 26511bn 33e0163 ANCHOR CAPACITY TABLE. PR(W)UCrRBVSS@D
4�A4hva p+7 t�t�MI�.O.G.t Ute.:: 125•Akra.Fla.8). WA WA WA WA WA wA WA Wn WA WA WA ILIANIA 1430 tbs os ctmplyin8 wm Ow Fhci,%
6Af..Ura C"w'.Min.O.C.I U{7i :nlo.125'AluM.F .9): WA t#A ILIA WA WA WA IUA WA WA WA WA WANIA 2 llM 11—2,000-1 Btl(Idhig code 1�_px1�r� t
��'�•" Rnc xa88'Mk,.O.CI rF-taa tF .to 3901bs 190{DS 450 qs 690 In t8f8tW 270145 260 In 3591Gc 740108 374 lbs 638155 048 Ws _341lbs 442149 WD In Acrel+ta+tcc T�Yt,Ta' p �21
4 cP�a3 f.7t'Mm.O.C;F-Ctl ff a; 590108 100 rbs 505 As 1208 Ibe WA WA 40163 WA 8371Ds WA NIA WA 68214s OBS Ite 11201bs R imlirlDaLc
�..�::� �:..�..,......_ .250'_
NOT:::F(h T;1E OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. t
TABLE NOTES:
FIGURE L• FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE f0: FIGURE 11: A4iem do troducCCeo�
.-_� • • • • • • • • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON .t f
• • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
I I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
1� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 5117
---.r L=•-. • ♦ • • ♦♦ • • • 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON •_.
i F:GIIA 5: FIGURE Q FIGURE 1: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Fr__.
ANGLE L••/"/^'T'j'�'jJ�
V4 v^ ' ! o' • s •,• CLIP 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT•F(LLED 3 1•,
I ♦ t r (FIGURES 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 606375 AND BE A MINIMUM OF,125" "•,t+t,,,'• .. •",-•,�
I MUST BE EE
THICK.STL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO ';'tY(t)E�n,�.<•,�
a' o • • • • • USED IN
I PAIRS. BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6"X.25 A.LYNN MILLR,P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION
FL P.Et168706
TABLE 14A An
Mullion Capacity Table Ibeffe x 3 =
Opening Width(lerverUcely-spandngmulllons)or Opening Haight(for hodzontely-sperrfltgmalons)
min 601. 701n so in 90 1n 100 to 1201. 1401n 1601n zYx •11 p
Rectangular Traprrdarg. Reclargular TroWTdang. Reclanguiar TreplTdarg. Redargulaf Trap+7darg. Reclangulof irelvidarg. Recla[gUlar Tr8pT0arg. Re9langular Trap''Tdarg. R4elarpular iwpTdang. Reclengular TfapTderp P °y'
1.28"x 2.11" Loabin0 Wadi,g Loading Loadlr,p laadirg tnad02 Loading Loafing toast g Loedre Loadrq Loadig L.Wng Loadtra Loading Loading L9adtno Lom'o pyr � u
X.126"Alum �• [.. _ �'• .e_ _ �S' ,., S }i "
Tube Mull g, �
b8 � � 0 d$ [3�'
42 in id4.2 626 i6TA -026 520.2 S28 148,8 '419 103.0 528 138.8 dtd 56T SM 134,8 411 80,1 S26 13d.1 417 T25 628 134.1 dtt 60.1 Sr. 134.5 411 51,5 526 134.1 41t 45.7 526 134.1 411 111
W
46 In We 403 108.0 333 80.5 403 94.7 325 69.0 403 86.4 32D M4 403 85.4 317 53.7 403 79.1 315 46.3 403 78.6 314 40.3 403 Me 314 34.6 403 78.8 314 30.2 403 Ike 314
m.62610 823 382 91.0 301 68.6 302 783 294 Baa 362 71.9 7119 51.6 362 67.2 286 467 362 1 64,8 264 41.2 302 63.6 1 2113 34.3 362 63.5 20 29.4 Yat 1 635 283 251 362 63.5 1 283 ,� c
64 In 67.6, 318 74.1 267 566 318 64.2 761 48.6 318 67.7 266 424 318 63.5 253 37.7 319 67.8 250 33.9 318 49.5 249 28.3 318 49.5 240 24,2 318 1 4ei 248 2t.2 310 49.1 248 W 0 a
,1 60 In 0.5 260 63.1 219 41.2 268 45.7 214 35.3 258 '40.7 210 30.9 256 37,2 207 27.5 258 34.9 204 24.7 260 33.4 203 20.6 258 32.2 201 17.T 258 32.2 2D7 15.5 258 322 2D1 v tp
3 631n 42.7 231 45,8 200 35.8 234 39.1 595 30.5 234 3d.7 192 28.7 234 31.0 189 23.7 234 29.4 100 214 234 28.0 iB4 17.9 234 25.8 1B3 15.3 234 265 ia3 13.4 234 26.5 103 W
IR -66 In 37.2 213 g3*43 31021333.7179 26.5 253 29.8 178 23.2 213 27.0 iJ3 20.8 273 2S.! f70 16.8 213 237 i69 155 253. 222 167 l3.3 -213 220 166 51.8 273 72.0768Z72 In 28.6 779 23.9 179 258 162 244 179 225 149 17.9178 20.3 147 159 179 10.7 145
761n' 14.3 181 20.3 181 21.6 137 17.d' 561 19.0 135' t5,2 161 17.0 13370 In 225 452 70.8 1 552 1 10.9 1 135 1 16.1 152 17.5 728 IABLd
E 14E ANCNOR CAPACITY ADJUSTMENT FORMULA: d
Anehor Ce ■cIV Table Obs) ANCHOR I' .-z mp eo
SJxlrata' 2.7k Concrete 3.5k Cak. ifollow CMU FmedCMU PTWoW "dal (DP..) }=ANCHOR CAP.,,, 4n rp
5tt6'Ek9 6S Eke 6116'EkD 114'SS
Ito #105,
1 Int SiaiMULLIONWAnellOrCllp pettem■ Archer Type: Y16"Eko Ullfa:m 1/4'EI[o Ugranm 3l16-Eko UA2Con 174'Ek9 UIU'acrnUnracm 7[ggeeata 'uurxm ngeaCiRo! 5) stns.(G6) USE THIS FORMULA TO OBTAW 7HE'ANCHOReg7a o[stanca r z-trr r 2•trz 3•tr6• 1� 2.7rY r a1rz' Y 16*EI Y o.3zr GAPAGiTYREQUIRED'CORRESPONDINGTOAN N EMbeanml Iln ta4' 7314' 1a4' 1374• 7 1.174' 1•U4' 1-174' 1-v4' 1•ir4' 1.174• 7 ratesCTUAL PRESSURE REQUIREMENT FOR THEUCVaecros sM¢.G.c.7 7caA C 7 1 76o1w 7m 0s s6Dim 1mR5 iB9b as 54os �ol9s WA 7mlbs Imm Egots 76821bs143a 105 OPENING,WHEN IT IS LOWER THAN THE MULLION d
_ CAPACITY(FROM THE TABLE)OF THE SELECTED CL Z c
MULLION.IT WILL YIELD A MINIMUM ANCHOR u ��s•,O
CAPACITY WHICH MAY BE USED TO QUALIFY c '4
ADDITIONAL ANCHOR OPTIONS FROM THE *y
ANCHOR CAPACITY TABLE. :M
•�' _ TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1. �
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. vRCOUCT REVISED
aN coniplyln8 wM the Flb[xA
i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Actylc�No 1&4x1$,eon
!I FIGURE 1: P
3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2123. nkp;[al;n9nate ab--I
{ ® ! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.118' By
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. MIR&ANGLE CLIP MUST BE USED IN PAIRS. 25'
1 _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED
I _ CONCRETE BLOCK UNIT(CMU)814ALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T `�`�U-.• E�.`.0 ��� ��
1 YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125' i
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 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)
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S,S.
•� 1cr� .
sit,,E
A.LYt`1NIMILLt`R,P.E.
FL P.E.#58705
TABLE 15A a �
_ Mullion Co pachy Table,jib ofe)
Oponing Width(forwt9calVsparrlirg mldliore)orOponing Holght(for I-ofi2ordatVspaMng mtdGoro) WWW�><0 Q
win 5044 7o In 60 In 90 in 15044 120 In 14044 Iw In 0
Re,:tengular TrepTdang. Reelsr�9dar Trepiumg. Reclenguler -it awv. Reclengdar TrapiTneng. Fact'guW. TreprTdsng. Recleno., TrnplTdang. Reelan9Wer Trep'Tdanp. ReclerryAdar Trep/Tdeng, Reclenguler TreprTdang. °y
3,25"30 UR-9 Ldedn9 Loodn6, Loadog .Leading Leadag Loadng Lowing - Loading L.oedip Lcadng Loading Lowing Laedng Leedng Lowing Lowing Lo.dn1 oY U
DEG.Al- ' .�- z _ _ p p p r p z z z z z r r .� F p n LL
BAY MULL , o .. '€ A o.. c $ ., •$ m 4.. 6
d uE 7 u"E[17..
dE6Td$ d3 of 8$ 6E d �� cY3u 33b ua � 3 �S 3a842H 170.0 620 170.0 /J5 744 170.0 470 170.0 888 170.0 506 170.0 092 170.0 510 170.0 1116 170.0 621 1700 1240 170.0Ila z
521 170.0 1488 170.0 521 IT0.0 1716 170.0 521 149.1 1740 170.0 521 J W
40In 170.0 708 110.0 624 650 170,0 564 170.0 982 170.0 630 170.0 1133 770.0 601 170.0 1275 170.0 677 170,0 1417 770.0 6110 152.2 1522 170.0 680 130.5 1522 170.0 600 114.2 1522 170.0 680 _
Mi
R m
50.6261n 170.0 747 170.0 503 170.0 890 170.0 031 170.0 1048 170.0 B64 INA 1195 170.0 727 170,0 1315 170,0 747 164.2 1443 170.0 756 136.9.144] 170.0 766 117.7 1447 170.0 750 102,6 1443 170.0 756 W o O
64 N 170.0 707 170.0 612 17D.D 056 17D.0 691 170.0 1116 1700 764 170.0 1276 170,0 807 160.4 1353 170.0 837 144.3 1353 170,0 856 120.3 1353 170.0 861 103.1 1357 170.0 881 90.2 1357 170.0 861 co c) ~
win 170.0 BBS 170.0 701 170.0 1063 110.0 787 187,0 1218 170.0 878 1441.1 1218 170.0 944 129.9 1218 159.8 938 116.9 1218 1521 924 0741 1218 146.1 B1J e].6 1216 148.1 013 77.1 1218 148.1 81] ~ U J
60In 170.0 930 170.0 745 170.0 1110 170.0 850 150.2 1150 168.8 073 131.4 1150 t63.0 014 116,8 1150 141.9 098 105,1 1160 134.2 065 67.6 U50 126.7 871 75.1 1150 126.2 670 65.7 1160 126.2 870 � W
win 1700 874 170.0 78g 152.4 1DIa 165.8 881 130.8 1048 146.6 064 114.3 1018 131,1 850 101.6 1048 123.4 509 81.4 1048 118.8 830 76.2 1048 109.4 821 85.3 1048 108.2 818 57.1 1048 108.2 818 z
m
C 721n 140.8 850 147.9 781 117.4 860 128.0 740 100.8 Bw 1106 T34 08.0 600 150.0 722 78.2 ON 92,0 112 70.4 080 88.2 701 58.7 800 703 693 50.7 800 78.fi 888 41.0 000 78.4 BBB g gW
S z
J
7610 119.7 700 125.1 690 98.8 790 106.4 876 85.5 700 B].3 893 7/.B 790 07.9 852 66.5 7Po 78.8 643 59.9 700 71.7 675 48.9 790 05.1 824 42.8 7410 82.7 618 3741 700 6I.S 617 Q �,
S 741 In 110.8 750 115.5 k-3 90.1 844 70.1 750 65.9 502 50.2 750 )7.f 621 07.6 750 70.8 012 5541 750 65,7 005 46.2 760 59.4 594 39.6 750 50.2 588 34,8 750 65.5 508 zF }Q
90 tri 72i 583 74.4 02.9 491 51.5 557 54.8 483 45,1 5W 18.9 475 40.1 607 44.4 488 36,1 603 40.8 462 30.0 563 382 452 25.8 507 33.3 445 225 603 11.8 442 Q z N '-
LUDB In 69.4 485 61.1 5 51.5 435 42.4 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 405 29.1 400 21.2 495 26.6 394 18.8 495 25.0 39D (0 W108In 41.7 J9{ 42.6 1 75.9 ]/B 2B.B 7Bf 31.1 342 26.1 791 27.0 377 27.2 781 24.9 JJJ 20.9 JA1 22.8 720 11.4 301 141.7 721 14.9 391 17.6 ]15w 0
1111n 384 370 39.2 70 33.0 370 27,5 370 28.8 325 24.0 370 25.3 320 21.4 JTO 22.8 318 19.2 370 20.41 312 18.0 770 18.1 JOS � Uj
120 N 30.4 317 70.9 17 28.0 281 21.7 317 22.6 200 10.0 777 IB.B 276 16.8 317 f7.B 273 U c) QOO
I/4 N 17.622017.8 _ d o Z (n (n
T BLE 15B _?✓ mpa a
ANCHOR CAPACITY ADJUSTMENT FORMULA: � €
Anchor Ca ael Table be ANCHOR CAP.,„,,,,`
6uo51rale: 2.71 Concrete 3.5k Caw. Hoilow CMU Filed CMU PT Wood Metol (DP,,,)X 1=ANCHOR CAP.
51f8'Eko IM'SSE1co 5/164EICO 114.65 to
a1D 61eel ptt Steel tl1261etl MULLION CAP.,.,,,._./
Anchor Cllp Pattems Andra Type: 3116'Elea UNacon 1/4'Elea 1.1dwon Y16'Eko UlUmon I//•Eko Ullreem
tn9econ AvvreGelor Unmoor AWreGemr Screw IGS)screw(GSI Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Oismnae(InY I• 2-1R' I• 2-1 . 3.118' 1' 2.12' 1' 2-12• 2' }118• 2' 0.18' 0.50• 0.321' CAPACITY REQUIRED"CORRESPONDING TO AN
Embedmml ON: 1-Y4' 1-314• 1•L4" 1-Y4' 2• 1.114' 1-114' 1-114- 1-114' 1414' 1-IN' 2' 1'18' t•JJB• wnea ACTUAL PRESSURE REQUIREMENT FOR THE
2 Am W. 5'Min-O.C./ )h5 Angk Cip,I IN.11 31011, 3Po Ibs 450 lba BBO tag 1700Ids 270 lbs 280 His 35411, 7401M 37418a T20 lb, 946 lb, 34116, 412lb, Sw lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amiwm®3.5'Mln.0.0.7 Q)?t 5 Angle Clip I(Flo.27. 750115 70011, 78011, 1870109 252511, 54011, 56071, WA 1120Ibe 7401ba w01b. 18Vlb. 68211, 69511, 11201be CAPACITY(FROM THE TABLE)OF THE SELECTED
6Anchors 2.71'M,O.C./2 2.5 to Cl 7 IFIg.SY 112016, fl201D5 950IDs 224616, 225411, WA 040115 WA 1059165 NIA 1320 ms WA 10221bs 027 Ws 1680165 MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. !'R(A)tJCr REV)SGD
FIGURE 1: m complying Milli dna Holm.
TABLE NOTES: Building Cod
Acoep(ance No
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 'vpimliar Date r-12D 21
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
By
. . Mian Dad.Pmducl
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ��, l I .711
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125"
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _30.� i`��•'tet C.C!•!3r; '••�'i
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250'
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 BEA MINIMUM OF.125" p�pl7 -_`
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30"BAY -'•U I D)1� !
-P IATGfOF
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ()`•.
• • THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. - ��.•'••,/I.OR10�•' �(�
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '��!r,' tl:;•)I•f� -;��
A.LIiNN MIL1!YR,P.E.
FL P.E.4 58705
BL ! � •.
Mullion Gapalty Table Ib971t' �+
Oponin9Wldlh(for wrtlesivsparw minions)or0poningHelght(f0rhorizonlAIVspamlgm111iom)
50Ln 60 In 70 In 80 In 00 In 100 in 120 In 1401. 100 in
Reclanpdar Ttop'Tdang. RaclenpsAar TraNTAe.g. Reclenpuler Trep+TAersp, Recle.gUar 7te1XTAenp. Pactenpdar TreplTdeng, Realetgdar TralJTdanp, Peelelprler 7re0'TAm@. Paclenguler Tmp/TAena. RoclNguiaz TtaplTAang. (! *a✓��" I
3.26+46 Load.g Loadna Loadn9 Laadng Loadks9 ..g Laadng Laadin9 Lnedrg LaedN Load.@ I..dn9 Loading Loednp Laednp Loafing loafing Losdng
DEO.AL r r t z:• p z F 8 cc
a L• k t r _ a z:
Fs �0 m o a_ a
BAY MILILL � � G ti a g 3g � a $ � N
t 21
8$ s sE �. g g x - g doh
47 In 170.0 020 770.0 A35 170.0 714 170,0 478 17D.0 888 1790 SW 170.0 992 170.0 519 170.0 1116 170.0 525 170.0 1210 1700 521 170.0 1488 170.0 521 170,0 1735 170.0 521 100.3 1871 170.0 521 W
45 to iloo I 708 1 170.0 $24 170.01 859 I 7TU.0 1 5M 510,0 902 1790 830 1109 1133 tTGA ties 118.0 1275 170.0 877 170.0 7417 170.0 880 i6J.7 1817 170.9 880 140.3 tell 170.0 880 172.6 1831 iTO.tl 880 2 Z
2 y i; U}
50.82511 170.0 1 747 7199 1 663 110.01 HIS I 570.0 631 170.0 1046 170.0 684 170,01 1195 170.0 723 170.0 1345 170.0 1 747 1790 1 1484 170.0 756 147.5 1 1552 1790 758 126.1 1552 170.0 758 1194 1552 1709 766 Lll _')O o
541n 1700 1 707 1 170.01 612 170.01 058 1170.01 691 170.0 11}8 770,0 754 170.01 1275 170.0 803 170.0 1134 170.0 837
r11,411 1455 6041 770.0 889 170.0 701 7709 7083 110.0 797 i70.9 1240 170.0 870 157.7 1308 170.0 9M 139.7 1302 170.0 008 7368 763.5 994 104.8 1309 157.1 882 89.8 1300 157.1 902 78.0 1309 157.1 982 i- L.)631n 1709 030 170.0 745 1790 1118 170,0 850 102,0 1247 470A 940 742,5 1217 184.5 083 1283 1247 152.8 915 1247 1M.3 952 95.0in 179.0 074 170.0 789 1790 1109 170.0 607 148.4 1100 163.7 005 120.0 11DD 147.8 945 116.4 1190 138.5 928 1100 12&1 914 NA IIDO 110.5 808 74.2 1180 118.1 an 64.9 1100 11&f 893 J2}n 18f.8 tOtd 169.9 877 134.7 5019 1N.8 859 715.4 SO}0 121,2 ei2 101,0 }Ot0 111,1 828 896 1018 105.8 8171010 9&9 807 87.3 1016 80.0 705 57.7 1070 87.8 700a:Z
76 In 137.4 000 143,8 792 114.6 908 122.0 775 90.1 908 107.1 7908Qb 791. 127.1 891 132.5 751 0. :1, 112.5 718 80.6 881 90.8 725 70,A 881 00.5 713 70.6 BB1 81.0 707881 75.1 861 53,0 801 88.1 881 45.4 061 81.5 875 30.1 081 &l.7 872ZWIn 62.7 C46 &i•4 574 72.1 504 59.! 848 -62.9 564 51,7 648 58.1 545 460 Ne 50.9 537 84e 47.0 630 34.5 848 ;t.5 510 28.5 848 38.2 511 259 Bib 38.5 507 Q ZW o o500 70.1 500 50.1 /09 40.7 588 51,4 491 426 588 45.8 481 37.0 588 I1 476588 3&1 470 28A Na 33.4 459 24.3 568 305 452 21.3 568 28.7 M7 U. �M[n47.9 4&8 405 41.2 3BB 31.2 /;9 75.7 393 29.8 M9 31.7 3B7 76.8 49 8.8 382 M0 26,1 377 200 449 2Z.T 388 17.1 NB 294 361 75.0 M9 10.8 158 LLI(45.0 185 37.8379 31.8 425 32.8 373 x7.0 425 29.1 397 21.5 125 28.2 382 425 24,0 358 18.4 425 2(1.7 350 iB.II 425 18.8 343 � N U)35.5 331 29.0 329 21.A 384 25.0 321 21.8 381 22.8 117 18.4 384 20.5 J13 J$4 18.7 J09 (.,) Q d ?
20.4 233 VA 230 a.� Z Tw 5:U)
TABLE 168 AN, STMENT FORMULA: - m�
Anchor Ca acl Table Iba ANCHOR CAP
substrata 2rk Caiwreia 3.sk+:an<. .0101 Ct4u F71ed cMu PT Wood Metal {DP,,,)Xt >=ANCHOR CAP.,,,
MULLION CAP.,e„�„
AncharT 5718'Eko 114'55 Eko 10'E100 1!/'99 Eko X1051.00 0261ac1 p1291ed I
Anchor CRP Patterns YPo: 3711'Eko Ulltncon tl1'Eka Ul9aopl Ulu%- Yt6 Ek.Ulhaeon tl4'Eko UWasm A97.0u for Ultmcon A9greGnta 3emw tG5}6crax{G5} sum(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Cislamo(In); 1' 2-112' 1' 1 24¢' 3-N0" 1' 2-11Y L 1' 2-112• 2• 3-ve' 2• 0,48' 0.54' 0.324" CAPACITY REQUIRED'CORRESPONDING TO AN
- Embedment tiny. 1.314• 7014- "4' 1.3147 Y 1-114' 1-u4' 1.174• 7-VA. 1014' /-ur r M3411hs
111. lades ACTUAL PRESSURE REQUIREMENT FOR THE
2 Assehore s•Min.0.0,r x tics Ante 1 .1 390 tea 380 ks 450IDs 690 loa 1700 IM 270 9s leo Lbs 350 ms 740 1b, 171100 7201bs 940 ms az IM 5601hsOPENING,WHEN IT IS LOWERTHAN THE MULLION
4 Arctwrs 3.5'Mtn.O.C./{2)2a5A 1e C9ps7(Fla.x): T8414s 788 ros 760101 ifl701bs 25251W 540104 580 Lbs WA i7201ta 7/Bits 680lbs 1692lb. B65IN 11207tu CAPACITY{FROM THE TABLE}OF THESELEO7ED
6Anchda 2.71'M1n.0.C.722s5An C4 1 f3' 11201bs 11201bs 658160 22461hs 2254 Ae WA 840lbs WA 10591ba wa 73zo ws Wa 1327100 1680 ms MULLION.IT-WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY III
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVlSCU,
FIGURE 1: as mIplyin8 svilh @as Flwkh
TABLE NOTES: Iluilding C9dc } 'c321$•03
AccePtancc No
` 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Bxtalon NIC 2021
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Bp
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCIOR OPENING WIDTHS IS ALLOWABLE Mint' lroduct
FIGURE 2:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" _45'-- C)`• """ '<<
• • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,C:
'.��•`J'"r'I
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' pica,"al'.�1I.z
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 BEA MINIMUM OF.125" ��=I }} O
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045'THICK{18 GAUGE}.STRUCTURAL STEEL SO BE AT 45"BAY :'SS:�" ' s v .�j jM1,
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ,1TP3•C Or
MULLION •-'
• • THE MATERIAL.910$#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. i %(•�,ti'•, t>,.', '"
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS, f` SS l 1)11\U
t()� 1.L•
A.I.YNMIM� LER P,E.
FL P.E.#58705
1.000' 1-- 1.06x•-i
I-1 '`'� 740" oa F A
..062 .385' 1
.062' rt 125" �
062' -^-11.125' C�C
.438'-
L000'
438' Itl
A.000' F -125'STANDARD CLIP Ria w
4.000' 4.000' o D
2.625' 2.000" 606348 ALUM. 2.125' 2.000, 2X5 ANGLE CUP �'
.125' X-SECTION U-CLIP 6083-T6 ALUM.
6063-TB ALUM. X•SECTION ,125' N
-125' -125'- - I -.125' I X-SECTION
.031- '- z "N rc� tt7
I .525' O
125 �[.. r CENTER OF ANCHOR HOLE MUST LIE WITHIN THE t13
.375` •155'J 375• DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE
-- T ANCHOR D.C.DISTANCE,MAXIMUM ANCHOR m lY a V1
i - HOLE DIAMETER:ANCHOR DIAMETER
ij18'. U7 p O
1'X 4'X.125' 1`X 4"X.375' 1'X 4'X.375- 5.500' m 1n ~
}�� 5.000"-
MULLION MULLION `63-TU ALN CUTHERETO 375, �' •375' p c0 Sn
6063.76 ALUM. 6063-T6 ALUM. 6463-T6 ALUM. ,375' 3.126'-------"1_CREATE F-CLIP,SEE MIN. ~ N J
X-SECTION X-SECTION X-SECTION MIN I DETAIL F,SHEET4
z �
1,250' •375" z w i m
_r------r I r--------1 c-------- -----1 -375' 2 c $
CENTER OF
f.250` �-1.254'-� I I I I I I ANCHOR HOLE j j MIN. J ao 'gz
I I ! 1 I MUST LIE WITHIN i i Q J r a�
I t i i THE DASHED .�..
F BOUNDARY.SEE I i z U <( 61 p
rr _ _A _..�_ _ SHEETS 5.20 FOR 1 _.-__•,___.-_i. Q O z
2'875' I I I E THE ANCHOR O.C. z- aC o
3.94' I I I i I F DISTANCE. ` ; z C1r-
i I I MAXIMUM I (n
3,250'R16201" 1-::j
3.250" I I 1 I ANCHOR HOLE I W O
i t t 1 4 DIAMETER: i i _ Y X
J
00" 144' .100L" -.L ______J L_-.._____J _.. ANCHOR s___________ _-__� (� ,4
1 DIAMETER t 1716'. _ Q � O O
.140' _ G.8 z m V7
624" 624' _ 2X5 ANGLE CLIP 3 O s.0
�C STANDARD CLIP U-CLIP 6063.76 ALUM.
---L --.1 6063-T6 ALUM. 0063-T6 ALUM. TOPVIEW "a
-•-1.620'1-- --1 •820'F^-- CEN TEROF ANCHOR HOLE MUST LIE TOPVIEW TOpViEW
WITHIN THE DASHED BOUNDARY.SEE
1.25"X 3.25'X,100' 1,25'X 3.26'X.624" 1.25'X 3.94'X,624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmorlalon Value(In) For Mullion! Dimension Value(In) For Mulllom
6005-TS ALUM. 6005.75 ALUM. 6005-T5 ALUM. DIAMETER ANCHOR DIAMETER+1f16'. F 3.687 i'X4'X F 1.96 1-25'X3.25'
X-SECTION X-SECTION X-SECTION G 1.000 .125' G 0.500 X.824'
3.459' 5,500' H 2,680 Aluminum H 1.435 Aluminum
2,864^ 375" 1 3.000 Tube Mullion 1 3.250 Tube Mullion
,L_1.377-� .125' '1.877" '•125' _ 375" F 3,187 I'X4'X F 2.825 l.25'X3-94"
I MIN. � G 0.757 .375' G 1.125 X.624'
I I H 2430 Aluminum H 1.500 Aluminum
!I _ _ -ezaucc RI:VtSrD
IQ
1 3.000 Tubo 8"T f 3.250 'tube Mullion m complying Wld,the Fledda
I I I I I F 2250 1.25"X3.25' F 2.813 30'no Mull Building Code
.525' 1 II i i i I G 0.750 X.100' F 2.875 45-Ba Mull Ac�:f>ta,ta No S�" !$,83
45'�-}----�_ 2.250" 1 I I 1 t (S H 1'500 Alundnum E pimN ITatc
30'-t--- 3.250 Tt6o Mutitgn D
I 1 I H y
1250"45.SAY MULLION I 3.250" I t 1 ', i TABLE O Mtn FigduC!
30`SAY MULLION 8083.78 ALUM. I I 1 POT Part
8063•TBALUM. I X-SECTION f `'--"""' - ----_ Mull Dlmandon 1�� (�{j!N nttJ fji
X-SECTION I (sheatA) Mullion 514.Clip DHecl Cllp U-Clip Angle Clip ti�`�,�ny y,�CN5J•--jC�'r:
1'X4"X.125'(70) 09384 6WI11M 6661122M 666241\4 866516M �.
i G OFFSET CLYP .� - •.''it. i,
.125'- 6083-T6 ALUM. 1'X4'X.375'(11) 60810 W8112M 6661123M 688242M 666519M '`y1705
II .228' II II
.228'' F.-,961"-� F•-.981'H 70PVIEW 1'XA'X.375'`P{51} 88853 $$6112\4 6681123\4 866242ht 688579\4 '
NOTES: - 340"-
Q 1.25'%3.25'X,100'(13) 20180 8881127\4 6661124\4 8682410\4 8865715\4 - �j 4[ 2t!��• .
824'(14) 20181 6661126M 6681125M 6662471M 6685116\425'X
25'X3. .
1)HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON-THIS SHEET. 1.
X3.94'X.824•(15) 20782 6661417\4 8881126M 666241\4 668517\4
2)SEE SHEETS S-2QFOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Deprea(to) 88&19 WA WA WA 66851101A ��X�'•.FLUR1��'••.\�%,;�
��'ij S,�`j}• r
3}SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 66650 WA NIA WA 6885111\4 A.LNN,t �y1�lI,LFR,'P.E,
FL P-E. 58705
TABLE E
Mall Dimension
PGTPart#
sheet# 125" I } :, ,,,•-I
2`"X4'X.25}('6) 6U6602 66 CIIp U-Cllp An01e CIIP 'I I" ' ` -^I j--.125' -^I I»-,125` I�; "•*I•',:
6261M 666271M 6665112M I � -
2"X6'X.25"(17) 68604 666262M 648272M 8855113M STANDARD CLIP U•Cl7P 2XS ANGLE
6063-76 ALUM. 6003-T6 ALUM. 6053.76 ALUM
2125'
NOTES: XSECTION XSECTION 2000" X-SECTION !I'
125' 12:i .t25"
1)HOLES 1'O 6E DRILLED 7N THE FIELD FOLLOWING . �•
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. -. 71
7_I .-�fs OjI I
2}SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE OII I T-
HOLE LOCATIONS. 1.490' I---1.490'•--I J� I .( j �
3}SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. T 111
5.500" ci :eii Im j
CUTHERETO t Lst i13,
2.000" 3.500" I CREATEF•CLIP, 5.000' 375' 00 •J1I oI� . 1
.375' IC `_SEE DETAIL F. .375' .375'
MIN. .--h .21 U1I
MIN. SHEET4 MIN. , !- �� LOI --d
a
r------ ---------------I-_T -------------
I I 1 L $ g?y
_jd U a°z
,.000' y^
�'----'----I
.250'-^ 2'X4'X.25' 3.438" Z Ce I I - h,CJ Q Of p
I I t t O N .r-
MULLION 1 I 1 3.438' I I a Z z 00
6063.76 ALUM, j i ! I 1 Q y o g-
X-SECTION t i t I I .375' Z o $
L"--"-----"----------d -.}MIN. LL! O
1L IX J cn rn
�- STANDARD CLIP _ 2X5 ANGLE CLIP C)
ENTER OF U-CLIP.6063.76 ALUM. Q
250'
WITHIN THE DASHED BOUNDARY.SEE R HOLE MUST Lit 60TOPY EW M /CENTER
OR 2'X 4'MULLION SHEET 16 WiTHiN THE 0 SHED BOUNDARY.'SEE TE� F ANCHOR HOLE MUST Lit s�TOFV EW M 2. Z m0 y Q
SHEETS 5.20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. �.8 a ma.
DISTANCE.MAXIMUM ANCHOR HOLE F ANCHOR HOLE MUSTLIE -DISTANCE.MAXIMUM ANCHORHOLEDIAMETER'.ANCHOR DIAMETER r 1116'. E DASHED BOUNDARY.SEE DVAMETER:ANCHOR DIAMETER a 1116'. _
SHEETS 6.20 FOR THE ANCHOR O,C.
-5.500" DISTANCE.MAXIMUM ANCHOR HOLE
CUTHERETO DIAMETER:ANCHOR DIAMETER.1116'.
.375" 3.500' � � CREATE F�CLIP. 5.000' (
-' MIN. _SEE DETAIL F, 375•
SHEET4 MIN. - .375"
MIN.
375"
----------------------
I 1 I t
t t ! I I I --'„---
I 1 ;t.01OCTRF:.'ISED
t 1 I I os tmllplY:`g with the Firm&
1 I I nuilding Calc
1 I i 1 A-pix-No t;•O-d'ri a'a.�3
/ I I 8 iPim!ian,Iklte ton 1
6.000' t L__- 4.688" - -----------I Mia Dada pm&cl'
.250" -I--- --I--'-----'I --t 5.A38"
t 1 I I I 1ti.t 111t7,
5.438'
zxe•x.2s 1 I t I i � � �,a'�,.'"1�cerrs�..''.:'n.
MULLION
8063-T6ALUM. I I I I I 1 ido.S6%OS •,
X-SECTION
I I t t I .375"
`_----`--"----- -`------' - -- -- L--------------`-------u MIN. ':.-ill .r r,.•-
STANDARD CLIP U-CLIP 2X5 ANGLE CLIPORilt : 4
.250" 6063.76 ALUM. 6063.76 ALUM. 6063-T6 ALUM. i�j 1/n""I
TOP VIEW USED FOR 2"X 6'MULLION SNEE717 TOPVtEW r' 1\
t
TOPViEW A.LYI/N h�IL!ER,P.E,
1=L F.E.#`_3705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH 15 2.114 THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01.64.0 PSF,
NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65',REFERENCING SHEET 25,THE COLUMN USING ® n
F--- - RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED '
��. DESIGN PRESSURE OF+60.01-60,0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.'x� ¢
-SEE SEE 31
I FENSTanrcw oeiEE 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 I5+1.58.3 PSF AND WOULD
I P1 GOucrs
SHEETS
NOT BE SUITABLE FOR THIS APPLICATION. 4 b
APPROVAL EE QZ O
� FROM SABLE 4A,SHEET 8,THE 1'X 2,75"X.650'MULLION(LENGTH-72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
tY' 1 OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MULLION - --.-- N
LENSiTH ) -- - `� DO
2}USE TABLE dB 70 FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE W000 SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)M72 ANCHORS AND THE 2X5 • s h
ANGLE CLIPS WITH(4)N12 ANCHORS HAVE A CAPACITY OF 805 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL ZSEE N N
//j DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL n
1 SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _j W
23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, u N
-�----- IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, Lll oo O
NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSP: ED
01
32' ULL 32'
--11—MWIDTH 636LBS ~ J
(60 PSF)X 72 =524.9 LBS (MAYBE USED TO QUALIFY P 10 STEEL SCREWS FROM TABLE 45) 0
!•^-- OPENING WIDTH---
Z
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 n AUJ
DESIGN PRESSURE OF 450.01-55.0 PSF. 1 u a
Q r b•
FOR THE VERTICAL MULLION:
Z Z
1}INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1"=105"AND THE OPENING WIDTH IS 36'v36'+1"=73'.REFERENCING SHEET 25, Q THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318"AND WILL 00
N in ;;o as
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 ASF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W 9--a o a"
FROM TABLE 3A,SHEET 7,THE t'X 2.76 X.375'MULLION(LENGTH=108,OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF
MULLWIDTH— _ Q U)
II'- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, !- 7
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 W Z O O
�-•SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. :E m�50
DETAILS, a
32 �F NE ESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36+2=74",NOT 73'AS PREVIOUSLY
PRODUCT'S 2.3� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPROVAL THE 73-DIMENSION(35-112"+35-1f2'+2"=73").
j - 2)USE TABLE 12D TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTICA;,I I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BETAKEN TO MAINTAINTNE FASTENER'S EDGE DISTANCE.
MULLION`---�SEE - 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
SEE
LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
g DETAILS, DETAIL E,
OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A Z'X 4'X.250*MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER --
HORI2. MULLION TYPE COULD BE CHOSEN.
MULLION 72 Pt2t1i)t7CT REVISED
1)THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT IS 32'+72"+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE l cp i,ig C i with GIa Flo"
USED,FROM TABLE 12A,SHEET 16,THE 2"X 4-X.250'MULLION LENGTH=42",OPENING HEIGHT=120"RASA DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE building N rp-osi$•03
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. r,pi.on Nip+
SEE I:pirnllpR Op1C �2(
DETAILS, 2)USE TABLE 12D TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMV SUBSTRATE,iNTHIS EXAMPLE,ASSUME THE CMU JAMBS ARE S' By
SHEETS WIDE,IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Mime W&!'r.&O
r 2a (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LDS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
�- ANCHOR CAPACITY OF 521 LBS.
30',MOR)Z. 1 36',HtltiiZ. '
----i�— 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR g`,•'t,LCGf'�E> P
MULL 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 MUtI ANCHOR TYPE IS A a12 STEEL SCREW.
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION; rr
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ;-(1 '-+ ` ;•t 1t•:'
+1.170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). {);•, i,i li O rJ J'
THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS, ,LO(tG)�;'••"•\(.:�_-
i,'
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION rrl:l�'Ofj(.'<L �•Cl�`
i PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. MILE
LYNI
IL._^. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. =L N W MI 58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING:
Oh
_ aN
1 PW. a
PW f. I PW - PEN
c
St7tDH SWDH- - --SWDN SHtON r Ll
PW `
PW a h
'- o! �v wl
j- oz! ! IT�IN.E LOADING OF VERTICAL MULLIONLOADING OF VERTICAL MULLION . cn
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONSINGED
�
SLID LOADING OF VERTICAL MULLION � rto }PW wLOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION - Q -1PW
II4 Pvv PW PW Ln
PW uj
SHIDH SHIDH aSHIDH SH/OH' SHIDH- C
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION �-
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION ; -_ PW PW rU\ HR
I
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION N. LOADING OF HORIZONTAL
1 MULLION
P HINGED t
DOOR PW PW I NOTES: c;4mum ki:,"ISCD
�'" - -_ t at camrtyiag:villi tF4.1'tceldn
. I 1)DRAWINGS ARE 10ilding Coda -
-- RERESENTATIONS OF TYPICAL
j PW CONFIGURATIONS, i !i i7a1c 2d2!
PW - -' CONFIGURATIONS NOT SHOWN ! >
-MAYBE EXTRAPOLATED FROM Miyn';M c.Product��'!�Dv:�!
THOSE SHOWN.
2)IF THE LOADING TYPE CANNOT
i BE DETERMINED,USE � , C/• i
_ PW RECTANGULAR LOADING. ''•L`'rl•"C ''•`'F
PW PW I
3)SEE PRODUCTS'APPROVAL.FO"t,• ! N;:,!'iu%U'">
ACTUAL ANCHOR UJCA•CION$. I- �_.,...=1"'•
OARING OFVERTICAL MULLION LOADING OF VERTICAL MULLION I L,✓
f PANEL CF h1iMi�EO DOOR is N07 CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j - U1 tL I(t._
.� - i SLID �'�;• S(nI�-JP ��'i;
LOADING OF VERTICAL LOADING OF HORIZONTAL l A.I �!�^� I 1 4•
+ MULLION MULLION A.�L r.f.#5,870
� FL F.E.#5S7Q5 {