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FL# FL261-R10 y
Application Type Revision
Code Version 2014
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 t� IV E
VE D
Product Manufacturer PGT Industries OCT 1 /,4 ����
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318 PERMITTING
druark@pgtindustries.com St. Lucie County, FL
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowskl
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
261.1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL261 R10 C CAC 16-0218.03.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: 1'es 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 Nett
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:
Cfedt Card
Safe
MIAMI.DAD E MIAMI-DADS COUNTY
EMIR -- - PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADIMNISTRATION 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 under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (hi Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as 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. 6300JK titled "hnpact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 16-0218.03
rtiuMi Dao couNTy ' Expiration Date: May 26,2021 x/11
if Approval bate:April 14 2016
Page I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-08.19.05)
2. Drawing No. 6300JR, titled "Iinpact-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'rest per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up-drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
.and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 10-0819.OS)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5"' 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.
ManuR6-10218.03 ez,P.E.
Product Contaminer
NOA N
Expiration Date: May 26,2021
Approval Date: April 14 2016
E- 1
1'(;T Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.F.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer,signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel .P.E.
Product Contr I E, miner
NOA No. —02B.3.5
Expiration Date: May 26,2011
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IY.IPACT OR LARGE AND SMALL •
MISSILE.MPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE -�
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES........._................1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 �$
ELEVATIONS................._................
1 k '
FIGURE 1: u
MULL TO 2X W000........................2 a w
MULTIPLE --OPeNING WID1H FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X&MASONRY....._....._2 o ai
MULLIONS - INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS.BUT SHALL INSTALLATION NOTES...................2
/ SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4•FROM THE CLIP. MULL TO MASONRY.......................3
/
AGA SHAPE
SHEETS 2J MULL TO STEEL STUD_.................J m
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.............-..............3
I DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U190.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS...................-_......J V)
ALTERNATATE CLIPS.....................4 Z In
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
BAY MULL INSTALLATION...... ..4
1 X 2 X.125 MULL SPECS...........-_5 J
Li
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X,776 MULL SPECS...............7 w
INSTRUCTIONS. t X 2.75 x.375 MULL SPEC3.......... a N
1 X 2.75 X.65 MULL SPELS__........6 Z o O
SEE DETAILS I / /1I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.500 MULL SPECS........9 Do O oo h
n TnaU.: 'Y _ _ I 1 I ____ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER -5 F- N
SHEETS 2-] 1 \ 1 X 4 X.126 MULL SPECS-_...........I I th
IJ_1� -- I 1 AIHRU G; tX1%.776 TUBE MULL SPECS....11 Q
I 1 1 _ ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN h
/ - SHEETS 2J 1 X 1 X.376 T MULL SPECS.......11 w J
1 1 1 1 / PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X J.1BB X.265 MULL SPECS...12
I .`III OPENING 1,25 X 3.25 X.100 MULL SPECS.....13 Z 1 j
PAU LLL. IIEI.IT Bl WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TAOLE(S). 1.25 X 3.25 X.924 MULL SPECS.....14 S
LENGTH HORIZONTAL 1.25 X 3.94 X.024 MULL SPECS.....15 Z; ..w
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS................16 Q e Z
SEE DETAIL E, 2 X B X.25 MULL SPECS................17
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q UJ
SHEET 3 1.25 X 2.11 X MULL SPECS..-10 zz
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT h
30'X 3.26 SAY
MULL SPECS.........IS Z h Q 01 O
REACTIONS. 45'X 3.26 SAY MULL SPECS.........20
MULLION&CLIP DIMENSIONS......21-27 H Z Z O
FENE37RAIION 8)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRgCONIAGGRE•GATOR NOAS EXAMPLES 1&2.............................24
PRODUCTS MAY LOADING EXAMPLES......................25 (n QK
BE OF ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 6 TEST EO TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING It Lu
_ MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Z (n in
MAHOTACr(1REo PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U w _Q C O
'Iii er POT. 1-9 O
-- — I I - 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL Z
g O>O
I_ HOR "rnl i- IETAI
/SEE'..LS i 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING — ASHEETS 2-J— WIDTWEIG14T OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOAL
LENGTH HORIZONTAL
ZU
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LSSIFT')FOR THE OPENING USING THE ASCE-7 STANDARD.
--HORIZ.MULL LENGTH--1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
MULL F---OPENING WIDTH _
"(tENOTH _� —— 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR-OR-TRIANGULARITRAPEZOIDAL'.
`' - OPEG __ / PR(IUUCI RGVISED
HEIGHT L. — 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LB EIGR FROM TABLES to THROUGH N IS SP SHEETS 5 THROUGH 20 RESPECTIVELY,USING nI anmpIvmPf wIN 111e Fluida
FOR I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGFIT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALL THE
OPENWO MULL Y �' ILuildinB.
HEIGHT LENGTH / HOR17.. VERT. MULLION CION
(LBS/FTa1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FTa1 FOR THE OPENING OBTAINED IN Acaplence 1•Ai D�`7>�•
MUILL i p ,A� MULL STEP 1). E Dirml n Dale 12D�
Iy+ LENOTII
B)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE D7
-- — 1 REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. &1iau� a hoJue(Cm
SINGLE MULLION INGLE MULLION �I IWIDOPETNINO WIDTH ANFROM THE CHORISUBSANCHOR (LB§j TABLE ON THE SAME SHEET AND USING YOUR ACTUAL ER �YFt;;
RATE/ANCHOR CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR TE CONDITION(MULTIPLE `;\OUB(
FOR VERTICAL MIII ` e1�`,.' \CEN$E '•�Q i
CAPACITY IS MET. Q'
. PONDING DETAILS MULTIPLE MULLIONS
FRO7)
FIGURE 1 ABOVE IF THE MULLION CAPACITY(LBSIFTa)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/M FOR THE = i':• No.58705
\_ M -
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS - � .•
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE •� / n.
STANDARDS USED; B)VERIFY THE DESIGN PRESSURE RATING(LBS/FT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION S TE F b •�4
•2014 FLORIDA BUILDING CODE(FBC),STH EDITION CAPACITY CAPACITY(LBSIFTa_1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �� p p �\
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION %(•` (DLIV•• C,J
•ALUMINUM DESIGN MANUAL,AOM-2010 PRODUCT ASSEMBLY. ,/L^�/ •i• '��a,,
•AISI-SIM-07/S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. r
A.Lh1N JM,I(q��1
FL P.E.p 5705
DETAIL A: DETAIL B: MULLION q
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR a w
OR WOOD FRAMING ATTACHMENT / PER SUBSTRATE, pY j
WOOD BUCK AND MASONRY SEE SEE TABLES
IB•16B
OFFSET CLIP SHOWN (STANDARD CLIP SHOWN) BY OTHERS, u
( SEE NOTE 1, �/��� N
1 SHEET I. ./L. / % E CO
1 1 MULLION IN I-
' I 1 2.7 KSI - EDGE o ~
I SEE SHEETS //`' I. I I 111
FTHIS
ERTHE • ' I i 21-23FORHOLE a - 1 I�h CONCRETE OR CMU I �OISTANCE. J UJ
DARD OR LOCATIONS I I I SEE SEE TABLES _
EDGE
• e 1 ' I EOGE DISTANCE 18.150
ET MULL • I FOR MASONRY
MAYBE I 1i F011 WORD"P4STANCE • CD Q V O
LLED BY 1 ANCHOR$METHOD. d • BCREw6 �So�MAx FOR s•d I I / SIDE VIEW Z J
° ALL MULLIONS d • • \� O to
J
\ EITHER THE F..
A e ° \ �\ BTANDARD 7 m
e e ° ^ OFFSET MULL
A • • e ° ° �Y • CLIP MAY OF
d d • " EXTERIOR �_.�_ \ e TAL ED'By
TH S MEDIOD. J to SZ
d
EDGE ___ _ _- Z r
`\` • d = DISTANCE _ 4 e — F Z r
e d FOR • V yl Z 0
Q OT O
_ MASONRY • �\ Q Z
HE O O
TOFFSET GIP IS ANCHORS 1"'
RECOMMENDED FOR � {r
p
EXTERIOR A_d - MNDw+s
FIN-FAMED
TMAY ILL! Y Y
ALSO BE USED FOR
U z Q U)
OTHER FRAME TYPES. f'-
io a
mo
TYP.ANCHOR
TYP.ANCHOR
TYP.ANCHOR PER SUBSTRATE, / 'PER SUBSTRATE. F
PER SUBSTRATE, SEE TABLES 1 B 180 SEE lABLE3IB-160
SEE TABLES I0468 EDGEOEND
Imo_tDISTANCEF.0
ANDRIF
SEE TABLES
T-- 10.168 ACHMENT
EMBEMENT BUCµDTHP EMBEDMENT r OTHERS.EE NOTE 1,
ATTACHMENT - 1 SHE ETI.
BY OTHERS. .• ..
' .. SEE NOTE 1,
• e •• SHEET 1_
• -_ MIN 2.1 KSI CONCRETE OR CMU
eD
SIDE VIEW FRONT VIEW PRODUCTi%h 0.
m m
coplying wiN Bx FkIfdIl
FRONT VIEW DWMine cods
Acceplmlcc No 021�.,
8>t InTlion UoIC
INSTALLATION NOTES: 11y
Mi 'd Ilo►niducl CuDBrI
1)ANCHOR--MBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I II I
2 OL;AN}R Y OF A14CHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \w o��l LYI�PI
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��1��,-•'LyGF.AISe •F'P
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE Q'
FOLLC WING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. No.
58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXREAD OR FLATHEAD. - vt
4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C,SHEET 3. }.l •
5)FOR MASONRY APPLICATIONS 1N MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED n^•'•FLOIIIop,
ELCO ULTF.ACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS. '��"�S. C`•�
��!C)NA1..�...
A.L{NNIMILL&' .E.
FL P.E.#58705
L._
DETAIL E: n
DETAIL C: —128•MIN. MULLION 70 MULLION x
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: C!-,
(U-CLIP)
MASONRY STRUCTURE MULLIONx+ _ /)MAY BE INSTALLED IN-TEE'OR"CROSS- o
1(STANDARDCLIP SHOWN) �^ INTERSECTIONS. � 4
VARIES 2)MAY BE INSTALLED HORIZONTALLY 2 F
I ` (SHOWN)OR VERTICALLY.
1 TYP.ANCHOR LV
1 EITHER THE 1 -PER SUBSTRATE
D SEE TABLES 1B-130 - 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 a s m
OFSET MUII I I FOR CORRESPONDING MULLION. N , W
UR MAY dE I I EDGE DISTANCE TOP VIEW / MUILIN Z N
F
�,ITANEIAFR
13TALLEOBY 11 W
THIS METHOD I I •-FOR MASONRY VARIES ---i J W
ANCHORS
N12 STEEL SCREWS. _
I s . jj
M
SELF'
OR PRE-DRILL LU f
/
MULLION AND USE SMS W C',
_ - m to
To
cn
a \ MULLION ~ $ J
EXTERIOR �=_
ANCE _ _ THE OFFSET CLIP IS
E ORE MAS NRY- • y, RECOMMENDED
ANCHORS -A FIN-FRAMED LRITERSECTION
WINDOWS,BUT MAV
ALSO BE USED FOR U CLIP a j \y J d
—+ _OTHER_F_RAI_1E TYP_Es. EXTERIOR \ Q Z V
TYP.ANCHOR ' Q j O Q m p
//—PER SUBSTRATE, A a Z zz
/ SEE TABLES 18.138 F D
/
TYP.ANCHOR
SEE SHEETS 21.23 FOR �y {- O"'-
PERSUBSTRATE, HOLE LOCATIONS N QJ
BVCARi -- I SEE TABLES IB-1Jfl FRONT.VIEW EDGE
ATTACHMENT DISTANCE F S
SYOTHERS, - SEETAOLES I— O7
Q
EMeEOMENT •
SEE NETOTE I, .I to-UD Q ? O 0
• SHEI. •. '• EDGE D. Z..N
-- '' •. DISTANCE •�Y. 'O wo
CONCRETE OR CMU TABLES SIDE VIEW y
MIN 2.7 KSIC -4w
TABLES
MIN 2.7 KSI CONCRETE OR CMU 10.138
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: -
"STRUCTURE
I
TYP.ANCHOR
E
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PER SUBSTRATE,
BE
TABLES 15.136
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION " SEE SHEETS d PRODI ICT REVISED
ONLY.3ECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ;13 complying with the Fl-id.
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. LOCATION"` AcnPlollce ND 1(o'17'Z•1$•63
.� c.p;lnu IUFIe RD21
MUILIN
3)ANCHOR HEAD TYPE MAY BE PANHEAO,NEXHEAD OR FLATHEAD. Dy
MIe1n'Dodo cl
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
v
1 5)FOR MASONP..Y APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �- DISTANCE LYNV'
ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES (j<.,.•• ^•••.,�(.;
FRONT VIEW 1BGAANDCOMPLIANTMTHTHEFLBULDING 15.13e A�'.•�1(.CNS@ S
- CODE.A 2X WOOD BACXER MUST USED. •�(
ATTACHMENT BY OTHERS. /0
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW = NG.JS
NOTES: 0,916
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ?`
ANCHOR VALUES MAY BE USED. '•C��'•. T'LGP10P•'••��
2)SEE CORRESPONDING MULLION TABLES, it • /()
SHEETS 5.20,FOR QUANTFTYOF SCREWS. A.rL'YNNIKLEFZ,P.E.
I— -- FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H: xA _
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION kC 5
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o
SEE DETAILS ME. 20•pR 45'
sx
SHEETS 2 AND 3 FOR INSTALLATION
BAY MULL
TO SPECIFIC SUBSTRATES.
N
MULLION
O Q Z
O 0 Q W
O O O O O O J
O O TOP VIEW 31 N
SIDE VIEW m U o p
SHOWN WITH
ilx 41 X123' I TOP VIEWMULLION I I L•� I F Z
I I I 1 TYP.ANCHOR O
EXTERIOR 1 I I I PER SUBSTRATA V a
i. i SEE TABLES I3B OR IGS Z
TYP.ANCHOR I 1
STANDARD MULLION CLIP 1 i--PER SUBSTRATE, 1 I EXTERIOR Z
MODIFIED TO FR FIELD SEE TABLES IS 148 C6 Q ?
ZZ
CONDITIONS.
2'XR MNGLE ULLION N Z Z Q O
2 PER MULLION END.A415T BE Q O Z
INSTALLED INSIDE Of BAY MULL. F j ygyp
MULLION 1 i3O Q�
W
I I II I I 1 J
� H Y Y
0, j� 1 2'XVXA2S' >�> N
I ANGLE'LIP.
I i 1 I I 2 PER MULLION END. \\
MUST BE INSTALLED Z
I 1 1 I INSIDE OF MULL. mx �
I
_ I i
1
TYP.ANCHOR cb
--PER
BESUBSTRATE,
SEE TABLES IS.IQ
INTOWOOD.
STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM.CMU OR MASONRY MODIFIED IN-FIELD. `
j
EXTERIOR
CF) "'EODET CWDP _(•B-�! - 'fB- i !-R(',OUf'TRCVISE0
T / m c—plying with tha Florid.
UuRding Cock
/ ® INTO WOOD,STEEL. e/ Al.;',T No
® ALUM.CMU OR MASONRY 1 EDGE O F.%IArotio�rrdum Z)
DISTANCE DY
_ PER MIMni
ANCHOR
EU6E
DISTAN..E- 1- - E I
PER ANC P.tR O NOTES FOR INSTALLATION OPTION G 6 H: ```�L LYND;;19/t;�� '
V; •..........
NOTES FOR OPTIONS F: - G 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ��.1t�,••�LCENS�' I
t)DETAIL ISNOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 18-108 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE _ No_l;i1 T09
LOCATIONS. - C
1 2)SEE 1ACLES B-4B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
J)DETAIL H:SEE TABLES 15B OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ;-y)•,�` L/ g �6 � LO
LOCATIONS. tE t W
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. Of
() �.•.-' �';
j A
E.
58705
I FL P. 58705
r
TABLE!A
Mullion Capacity Table IbeNt° 14 JFS
_ Opening Width(fer veMcel7y-apaMrg mullions)or Opening Height(for tloriror9ay-spamllg RXl9ione) G! C! QQ
601n W In 701n do in 901n 10o k, 1201. 1401. 1601. O
fteclKgllY Tnp/Tdong. Reelang0s, T/epntlanp. ReclanVA., TnpfTdenO. R.11.0A., TepM.rV ReclargWer Tapff U" Rlclan9ular TnprtdYq. Reclenp9Y den0. Rectanpl4Y TlepllllmV Rae+an sr 7mplTdeno. p
7 X271.126 L.d1nO loed1.9 Lad.9 lnednp Li,"n9 leedno Leedno L-ling Loedn9 L9adn9 L-ding Lwdn9 Loadn9 Lnsdn0 Ladn9 Laedho LOedn9 LwdnO 1aY U
Alum.Tuba
Mullion
Nb CO LL
�8 Z 2 d8 ddd � 8 2 d8 I dd d dd S [ !� d �. ZdE Z FE, d Orc
421. i 111.0 409 129.6 332 07.2 406 115.5 325 70.9 406 107.6 321 89.9 400 104.4 319 1 62.1 400 104.6 319 65.0 408 104.0 319 46.0 408 104.0 319 79.0 406 104.0 319 35.0 409 104,01 719 J 11.1
J w
41 In 71.0 1 312 1,116 266 62.4 312 774 252 We 312 67.0 218 466 312 672 246 416 312 61.3 214 31.6 712 91.0 241 31.2 712 61,0 244 26.0 312 61.0 244 23.4 712 61.0 244 � S
_s N
60.52511. 879 261 70.6 274 632 291 61.6 226 456 tel 66.7 224 79.9 291 52.1 222 75.5 201 50.1 220 71.0 291 49.7 219 266 251 1 40.3 1 219 226 261 40.3 219 200 281 19.3 219lJJ oS 0
s m 1. I We 241 51.6 207 47.9 247 49.6 202 37.5 241 44.8 199 32.9 247 41.5 108 20.2 247 70.4 10426.3 241 38.4 193 21.0 247 78.1 197 19.6 247 38.1 193 15,4 247 38.1 193 CD O f"
7 to In
S 601n 36.4 200 41.2 170 720 200 354 156 21.4 200 71.5 163 246 200 28,9 160 21.3 200 27,1 459 10.2 200 26.9 167 16,0 200 25.0 158 H J
Win 37.1 lel 35.3 165 27.6 181 30.3 152 23.7 111$ 26.0 149 20.7 lei 21,5 +46 18.4 181 22.6 IM 160 191 21.7 143
- z661. D.6, 165 30.8 142 24.0 les 26.1 139 20.8 les x7.1 Ib 10.0 les 21.0 IN y y
121. 222 178 73] 120 16.6 130 10.9 Ile lee 139 VA 118 ? NO � �Z
TO 1. 16,0 126 10.7 100 15.7 125 16.9 iW ¢ J
Z j ¢ rn o
791. 17.5 115 18.2 104dlL N
TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: H u2J JtZ b `0
Anchor Capacity Table ib6 ANCHOR CAP.,.,,,,,,` In N V .O��
Subinle. 2.7k Connor!. 35k 0. . H.4-CMU Fled CMU PT Wood M91,1 (DP- =ANCHOR CAP.., (� r'
MULLION CAP.,,,,,,,
5'16'Eke 1N'OB Eko 1.18'Elco 114'SS Eko Y10 Bleel Y+2 91aY Y12 sleel 11J X
Anchor Clip P8tt6m6 Anchor lypr 31+6'Eko B1keCon 171'Eko Uwaean UM1eedl 3116'Ek.UIVacOn 114-Eko Uluecon A99rt0eIa U9rtcen AppeO.,. Scow le SaM(05) sm (051 USE THI$FORMULA TO OBTAIN THE'ANCHOR D' (V
Edge a,lence 01.): I. 2.1r2' I' 2-12 31re' I. 2-ifr I' 2-+a' Y 3•ve• 2' _O.46' 054' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN U X ¢
EmbMnY,l(1. 1-X4' Idl/' 1-YP 1Y/' 7 1-1 H' 1.114' 1-1f1' 1-1/4' 1x14' 1-111' 2' 1J16' 1.118' rerb6 ACTUAL PRESSURE REQUIREMENT FOR THE ¢ O O
2 Ancien®1.15'MIn.O.C./SIeMYd or OII,N pq(F9.11: 390 1b, 3901b, 4501be 890111. 16441a 270IW 290 Ib, 3"Ite 7401G 314 V. e641b, 946 Ib, 3411b, 4421be -19N. OPENING,WHEN IT IS LOWER THAN THE MULLION 0'�� Z m W>.p
4 Anchor,C 1.15'MIn.O.0 I S1and•d I.O6e0 Clip(F 9.21 480 b, 700 we WA WA WA WA 3801be N!A WA WA WA WA 692 rob 555100 1120 w CAPACITY(FROM THE TABLE)OF THE SELECTED E�
Mln.O.C.I(2)245 Angle Olp,I(F9.31 750 ba 7901b, bell M 15M lb, 1890 IM 540 ee 580The WA Ido Ib, 74810, 6601b, 10921b, 062 rm MS lb 1120 b, MULLION.IT WILL YIELD A MINIMUM ANCHOR 6 e
a Anchors®OAS'W1.O.C.I Uaq,1.9.125'A4m.(F19 4) WA WA WA WA WA NM NIA WA WA WA WA WA WA NIA 715 b, CAPACITY WHICH MAY BE USED TO QUALIFY
I Anonm I FCllp(FI9.5) 195IM 1951b, x25IDl 44598 62216, 135b 140 The 1171w 370W +61101 332 lba 473 The 170 ba 221108 28010. ADDITIONAL ANCHOR OPTIONS FROM THE
2AmnQ1.15-Mh.O.CJF.Oipfrjq 11 240 FM 35010. WA WA WA WA I901b0 WA WA WA r WA WA 341 be 112108 5601. 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:
. • • • PROOI)CT REVISED
1)SEE SHEET1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. a,,plying the F MI&
de
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' (-
Building Co
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. B
Miemi do h0ducl
S • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r-125'
FIGURE 4: FIGURE 5• FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM r-90.WOOD SHALL BE PRESSURE-TREATED - IL j`\..�\Gti!•ISF '
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.1125" '1
� • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'TH1CK(16 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.125'MULLION _ 1.10.51,703
EAST,125"
THE MATERIAL•#0 9#123ANCHOR INTO WOOD MAV BE STEEL,18 B S.S.OR 4410 S.$.CREW THREADS BEYOND -_
AND A6.ALL ANCHORS INTO METALSHALL EXTENDAT LEAST 3
14
-•� ! 1F of .•�Z
A.Y4YNy I`44ER;�,E.
FL P.E.#58705
TABLE ZA
Mullion Copecity Table bsMe APR
Opening Width(W 31erUce6y11panning mlAlons)or Opening Height(br hOrizonlaAy-spalHmng illone)
60 in 60 in 701n s01n W. 10D M 120 M 14010 1 W In S{'
RacWWI. Trtrnd.V. 11W.N0n Tnpr7d.rq Rlid.V0a T,tprid-V Rectatgula,I T,.prlrlerp. R.I.NA.r Trapri0ar0. Reeltrgular T.(lidwV. Reelanguler Trtp'Tdnq Red.n9ular Twp'NIV Rectaqular T',I.rg �¢ H
1 d 2x.376 Looding Leadllq L-0ii Lading L.Mrq 1.00% L..drq Lo.daq Ladrg LoOrq Lotrkg Leedig Loaar9 L..rq Lweing
Lee
Leeds g LOW o x G ydj
h L0
1311 1111111111 �II I IIAi� I ;III II II II II �I� I� i�
l o N
4Y In t70.G 670 170.0 473 131.J 862 170.0 476 129.7 682 110.0 606 1176 892 168.6 516 N1D9 092 1611.9 517 eo.e 602 1669 61T 76.7 662 1668 51T 81.9 882 166.8 617 667 662 1&1.9 d17
H k 721.! 601 136.0 419 101.4 607 119.2 410 85.0 607 1011.7 40J 76.0 601 1028 799 67.6 507 M.6 397 60 6 507 99 0 396 W 7 507 99.0 796 43.4 1107 80.0 J06 38 0 507 96.0 SRSUl
N641n
103.7 463 like 379 89.4 4% 99.9 371 74.1 456 806 361 like 456 64.6 300 ITS 455 81.3 357 61.6 466 WO 356 432 456 60.0 356 37,0 456 90.0 356 32.4 456 80.0 366 � Q'4 W
65.4 AOo n.J SSB 11.2 400 eo9 726 610 400 72.7 322 $3.4 4W 67.7 316 475 400 64.0 J16 427 40D 62.3 714 JSO 400 et.e 313 30.3 100 61.8 J73 26.1 400 61.6 317 W CD0
m023 324 14.0 278 51.0 71.4 57.5 210 4l3 324 81.2 281 369 324 46.0 260 346 324 43.9 257 31.1 324 420 255 260 324 40.5 733 222 324 405 2S3 195 324 40.5 233870 2B1 57.4 763 M0 2!4 192246 35.4 291 43.6 241 33.6 291 39.6 277 29.9 294 37.1 234 20.9 294 352 232 22.4 204 33.5 230 19.2 294 37.4 230 160 294 37.4 230 46.6 266 y.8 230S90 7611 424 715 33.4 786 37.6 721 29.2J4.1 716 260 268 31.6 215 234 2511 20.6 212 195 268 20.0 210 16.1 2611 27.7 209 146 288 21,7 209
36.0 225 37.9 IBS 30.0 226 322 101 26.7 273 26.4 166 22.6 275 25.8 is6 20.0 225 236 1112 190 226 221 160 13.0 22S 10.3 177 129 226 19.0 178 11.3 225 19.6 176 2 uJ 1, {{�
76 in 30.6 202 32.0 111 26.5 202 27.2 173 71.9 202 23.0 170 19.2 202 21.5 161 1T.0 202 19.7 156 15.3 202 154 167 72.6 102 15.7 160 10.9 202 15.6 758 9.0 202 15.6 158 J � W
Z
1.In 211.3 19! 29.5 168 73.6 M 251 165 202 102 210 462 17.7 192 197 1W ti7 191 16.1 7S7 14.2 1n 168 155 11.11 192 162 132 101 702 14.4 160 69 192 14.2 150 Q ,J z V
901n We 111 10.0 120 15.4 IN 41. N O
001. 152 127 15.0 113 WQ Z y�
tn
TABLE 2B - AN HOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca aotty Table libel W
ANCHOR CAP.,,,,,,,,` N N �
SWtIMt: 1.IY Wnatte ].SY Carc. VIa1oS pA Flkd CMU PT Metal (DP,)X( 1=ANCHOR CAP.R, tY N
P3-118'
1M•3s Eke 5.19 Elio 1l4.68 Eke 910 Sleel 012 SItN NU SIM MULLION CAP.,,,,., f;-
Pteha Type; 119 Elco U6reca IH'Eko UI9s.a116'Eko Ulnea IM'Elea Uerecon L) SC Q
Anchor Clip Patterns AnmGela tn9r-on ApOaO.w1 screw lG51 6an!9(GS) sennt(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge U..nce lin): 1' 2.02' i• 2drr -1' 2.Or 1• 2•l/r r 3U8" 7 0.46• 0w' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN DaZNEm bedroom nt 1-314• 1.94• a94• 1.314' 1-U4' 1.914• I-OP M141 1414' 1-04• 2' 1-Ire• 1-3R• lents ACTUAL PRESSURE REQUIREMENT FOR THE � 40a
2 AM" 4.15'Min.O.0 I Stenderd o1 Osa11 L7q Fp.1). 790 M 7 IW 450M 890'. 27060 210 u1 3541a 74011■ 3741tn 661 bawe Ib 341 M 4421b3 56020 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 At.haJ 1.15'Mm.O.C.I511r109d(a(Noel)tlq(Fq.2} 4B0 M 7009. WA WA WA M WA WA WA NIA WA 692 M e85IM 11 M CAPACITY(FROM THE TABLE)OF THE SELECTEDrMn. R)tai Anq.a .I Fq,3 Ie0 M 1101ea 660 ltn 1560 Ne 5406» SWM wA rW la 7411 to 880 Wt 11192 M eBi 1a s I W 11 MULLION.IT W ILL YIELD A MINIMUM ANCHOR
Min.O.C.I U4a ,Into.125'Alum.F .4: WA WA WA WA WA WA WA NIA WA IIA WA WA NIA r15M CAPACITY WHICH MAY BE USED TO QUALIFY
I Amhor l F42q Fq.51: 19560 1956E 2251b4 A45les 1351. 140M 1771a Siolfw fines 3721. 4711b7 17011A 2211a 21101. ADDITIONAL ANCHOR OPTIONS FROM THE
2Amhaa iAV MM.O.C•1 F42t F .6 240 ba SWM WA WA MIA WA IW IM NIA WA WA WA WA 1 a 4421a 580Ib. ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGL'FE,1:. FIGURE 2: TABLE NOTES:
r•RGcOm47UCT RF.VLTBD
{-.�. m plyin6 kith do Flortt3e
( sf O ntdlaing GOa4
1�• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Acceptwxe Too I -OZ •D3
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TI 1.000' ("'- Expir.liun Dalc /LpAy(
- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r Dy
FIGURE 3: I Aliami do Frodu0l
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2 000" 1 I I I
-� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. s, r7
L'__��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `, \ON I LY101 X17 1��
f ANGLE CLIP MUST BE USED IN PAIRS. -� t t•'•`10E2:•$C''�<<';p
V 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" P,•
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90,WOOD SHALL BE PRESSURE-TREATED
FIGURE 3: FIGURE 5: FIGURE 11: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0063•T5 AND BEA MINIMUM OF.125• ,'o. ,
S I . THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT I'X 2'X.315'MULLION
( I, I LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND --Of_A! 8 6 rt•`
THE MATERIAL.010 6 R72 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �V'•. sY:ff F �t
11
r liii,illl �=,.�
A.LYNN MIIZEF(,P.,E.
FL P.E.d 68705
TABLE 3A z 6 �
Mullion C■ ac Table Iba17t 2y2.7�x
Opening Width(for verecely-sperving md1lom)or Opening Haight(for Ironzonlaly-sporpirg mullom) y c;g e
601n 00 n 701n 001n "in 100 in 1201n 14 In 160 In O#Q �' 10
1 X 2.76 Je R4clenguler Trep27denD. R<clenpAnr 7rsp11d.rq. Reelslpdai 11.dTdenp. Re<IergWsr TreprTd.ng. fteclenpdy T,.paderq. Racl.ngO T,.pnderl. Reetenpul. Trel✓MenB. Recterlpler 7rop7Tnarq RKl.nguler TrepRrlMD L° 1-
.176 AIUm. Loadrq L-11no L.dnng Lowing y UmIng yt L..drp yq L-Ing L-Ing
tq Lo.dnp lnedng Lowing Losd1D Loednr9 Leering rQ L.dng FLosdng L-Ing L-Ing s Y A v
li
Mullion
Z a
/2 b 170.0 020 110.0 435 170.0 711 170.0 478 170.0 966 170.0 508 170.D 99x 170 0 519 170 0 1116 170 0 621 170 0 U40 110.0 621 148.7 1701 170.0- 521 127.6 IV 1 170 0 621 111.5 1101 110.0 521 O LrLI
10 In 110.0 706 1700 524 1700 650 170.0 551 170.0 097 1700 O]0 1TO.0 1173 1700 661 161.9 1139 1700 677 1]0.5 1150 170.0 680 113.0 1179 170.0 680 078 1139 1700 880 054 1179 170.0 680 J W
506251, 170.0 711 1700 563 170.0 1168 170.0 831 167.5 10]2 170.0 SM 118.6 10]2 170.0 723 130.5 1072 170.0 747 117.4 1032 170.0 756 87.9 10]2 170.0 756 57.9 1072 170.0 756 73.4 1032 170.0 750 0 U)
51 In 170.0 797 1700 812 161.] 907 170.0 697 13e2 007 161.7 7]0 110.0 907 152.6 770 107,6 907 115.0 11 06.6 907 141.1 710 00.6 007 1{OA 709 69.1 007 140.0 709 60.5 907 110.0 10B m CD O
N
60'111 r11.. '3S 1515 625 117A 735 170.7 011 100.8 1).5 118.0 600 86.2 737 106.2 690 761 7]5 91.6 681 70.5 775 05.1 618 See 735 01.6 571 90.1 735 91.8 671 11.1 735 01.8 Ili-
53
11
531n 1218 866 1300 570 101.6 605 111.5 557 67.0 on 911.0 S47 762 We 00.1 510 07.7 bee 63.9 631 00.9 666 708 526 50.8 660 75.8 521 435 Me 15.11 521 39.1 658 75.a 621 � � J
g
5r 65147 -10601 eol f 1x.11 sn 66.3 507 98.1 $11 75.1 807 a5.0 501 66.2 607 77.1 493 56.9 007 71.5 166 5J o 007 07.6 181 44 2 667 63.4 476 37 9 607 02.7 414 13.1 607 62.7 174 Z w g �'
CL
72147 61.6 $IO 05! N3 68.0 510 71.0 171 711.1 510 6/.] 128 510 610 57.9 419 151 510 57.7 113 10.8 510 500 106 310 610 45.9 102 291 510 11.1 389 15.5 510 11.1 SOR (n YZ
18 M 89A 158 72 5 100 57.6 /Se 81.7 392 19.6 158 51.1 185 {J4 166 16.8 379 16 8 166 4.0 173 34.7 150 11.8 380 76.9 150 37.7 381 21.9 156 b.0 359 21.7 156 35.7 750 J E
J J
701n 64.1 435 b7.0 381 67.5 433 M6 173 45.9 435 49.6 366 40.1 435 41.7 360 35.7 435 10.0 355 ]1.1 435 36.1 ]Si x6.0 175 11.1 311 22.8 IJS ]2.9 ]I1 I0.1 135 72.2 310 Q = d
90M $1327 11.1 190 ]1.6 127 .10,4 x95 3BB 7x7 119 260 26.1 327 28] 275 2].2 717 25.1 271 20.9 32] 23.7 x58 171 127 21A 262 110 ]77 10.] 268 ZQ961n 354 x51 28.7 291 20.9 252 21.a 1117 16.0 748 21 8 287 x3 1 244 19.1 287 10.9 NO 11.2 2117 193 231 1 F"106147 21.7 206 10.2 727 2011 201 17.3 227 16.0 196 15.1 231 10.0 195 X�A W 111147 237 104 le.e 115 19.1 171 leg 215 16.6 7-
1N In 176 161 17B 167 fV
x a 3 3
ABLIE 38 ANCHOR( ADJUSTMENT FORMULA: IL Z O
Anchor Capacity Table 169 D.� O
OR CAP.,,, `7.7k Conmds 35E Gone. Holow CMU FRed CMU PTYA1od Mebl (DF„)XI CAP, d511'.'Eko 111.6SEko 5115'Elco VC SS Eko 910S1.e1 ■12sWI 812 9teMULLio IC11-S '
Anchor Cap P■8em■ 4M'*'T;pe' v1r Ek o ulroeon 1a•°ko mincen u16=en Ylr Elco Ulracmi IIP Eko lAreton AgpeGe1. InImeM Aggr.G.lm screw(05)screw(GS) Se-(Gs) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edg.Oi.1- (lnl. 1' 2-irr 1' 21rr 3.US" 1' 2-112' V 2-1p' 2' 3Vr 2' 048- 0.54' 0,321• CAPACITY REQUIRED'CORRESPONDING TO AN
Embednml h 1-Y4' 1-Y1' 1.3/4' 9vP Z 1.114. 1 V 1-114' 1114' 11/4' 1.114* 2' 111r 11/81 vmke ACTUAL PRESSURE REQUIREMENT FOR THE
2 A.hl 4.76'Mn.O.C.r Slydndm Mot Clip(Fig 1). 3m to 790109 450168 6901bs 1644 Its 2701. 2901. 3511. 740 bsP37441b$ 5641be 940169 341 W. 4421M 56016. OPENING,WHEN IT IS LOWER THAN THE MULLION{AllyG 1.15'Min O.0 191mdad(m O11ee1)Clip tFb.7) 480 Ds 7001M WA WA WA WA 3601. WA WA WA WA 6e21bf 88511,, 1120 I. CAPACITY(FROM THE TABLE)OF THE SELECTED
O.C.I(2 2x5 Anglo C1' I(FI9.]). 7801. ?So le. 680 IM1560164 1696 Ae $40 1. 5601. WA 7601. 880103 1892 1M set Ib. 6S5 IM 1120 D. MULLION.IT WILL YIELD A MINIMUM ANCHOR
n.O.0/U-0 ,InI.A25'Alum.(FID.13' WA WA WA WA WA WA NIA NIA N/A WA WA WA NIA TIS Ws CAPACITY WHICH MAY BE USED TO QUALIFY
1 AncnmlFLip pq.Sl. 195 bs I951. z25 be1451M an hd g51M uol. 1171. 7701. 3321Ma3iuo 1. 247 IM aeo i. ADDITIONAL ANCHOR OPTIONS FROM THE
350 As WA WA WA N/A 190108 WA NIA NIA WA 311 Rtf N21M 560■u ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUFS AS THE STANDARD CLIP. ID CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISF,D
cnmplyine wilh Q.Florkh
0.0d'ulg CM, 0249.
Fl Acmpl6nce No 16- 0
CURE 1: FIGURE 2: Cx W�Dw� ,�JqlTABLE NOTES:
1.000' -
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
iL SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. "\\, //1777
FIGURE 3: \ 1�7�( LY,:,iV
!f 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" �r�'�t•.•']1GEN��''.:Fr
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N17.5(liU'i rT
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r
CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 75' (r r[ !L
I I FIGURE a: FIGURE 5: FIGURE S: (CMU)
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8 GAUD AND BEA MINIMUM .125"
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEE L TO BE AT 1•X 2.75'X.175'MULLION ";v�( '•.�(OR1Op.' ,Cl\J•
lL LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
1 i J THE MATERIAL.910 6 012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S.
1 A:L.Y,n1A)v1�,4&R.P.E.
L_�- FL q 58705
TABLE 4A �y+
Mullion Capacity Table Ib11Re 44:0
OpeningWidth(forlerticaly-spanningmilions)or OpeningHeight(forhorizorta"parrirgmullions)501n 801n 70 in 801n M1. IM 1n 120in 1401. 160inRat.+ 40* Tr dW ."mg. R.O.,VAu T,.pl Td.na Rxleno. TaprTdrrp. RwergA., Traprrdng' Recl.npW TW7drq. ReclenpAer Trep7d.np R4eUnpAr Lap'Tdrg. R.alrpAer Tr.pr7d.n9. Rxlnpolar hprrtdmp.1%2.76>< Leedbq Lowing Loadrp Lo.Arg Ldw Lowing LdrgLadnp Loading Loadrg Ladng Lordkg Lo.*V Le.dnp Ladnp Ladn9 Loedn9 LoadnO garu
.860 Alum. .-
_
J10114.
MulllonTubaUaW CO In
121n 170.0 ego 170.0 0 744 170.0 478 170.0 "a 170.0 500 170.0 992 1730 Sit 170.0 11fe 170.0 52+ 170.0 1240 170.0 S21 170.0 1414 170.0 $21 IS8.7 tem 170.0 521 Ua.e 1620 +70.0 521 J_I W461. 170.0 7M 170.0 0 650 170.0 5w 170.0 192 170.0 em IMA 1133 1700 M1 170.0 1x75 170.9 en 170.0 1417 170.0 050 141.7 1417 170.0 Seo 121.5 un 173.0 ee0 lova 1217747 f7o.0o 6M 170.0 631 170.0 1046 170.0 MI 170.0 1105 170.0 723 1621 1286 1700 747 146.3 1216 170.0 Tse 121.3 12M 170,0 768 104.6 1211 170.0 Tse 17.4 1285 170.0 756W o p
s4n, '17cA 797 170.0 .0 ose 170.0 en 170.0 ilia 170.0 T54 150.7 1130 170.0 607 133.1 1130 170.0 e» 120.6 1130 170.0 150 100.s t0i) 170.0 881 80.1 1130 170.0 861 n0, 1130 70.0 651 t-ellh 170.4 5ss 1730 .5 016 153.] lei 1255 ws 141.6 741 109.1 915 172.3 713 %.0 015 1x38 721 17.0 ols 116.6 Tm 73.2 016 414.1 716 62.6 115 111.4 715 51.1 015 174.4 715417!7M ISt[ 170 101.05 0.70 171.0 ew 1015 e3o 123: 561 wA 370 1122 5m 14.1 6311 1w.e M2 759 170 90,4 155 e7.J 330 w.5 w9 K.2 670 11.1 M0 47.1 170 0,.1 0,o WMh 1J27 761 110.0 .0 757 119A e» 9/.] 757 105.0 e21 12.6 761 96.1 eN 73.4 751 8041 501 M.0 767 w.t 100 65.0 767 71.0 SOJ 17,2 757 742 SIl 41.7 757 7/.2 591 a �$l �
72% 101.7 an 106.6 65Y w.6 675 11.0 $10 72.7 176 90A S36 03.0 n 722 621 54.5 636 00.5 414 50.1 &W S27 5M 42.4 030 57.2 500 30.3 0]6 35.3 497 31.5 036 55.2 497 _7 i LU
LU
751n 88.5 Sri 00.1 106 7x,1 ST1 Ta.e 461 a, 571 67.4 479 541 571 00.6 471 48.0 671 55.5 464 43.2 571 file 459 36.0 571 47.0 461 30.1 671 44.8 447 27.0 S71 44.5 M4 Q j � �
701n 60.0 542 97.4 474 40.7 w2 70.9 463 61'.1 612 32.1 4% 50,0 512 357 M0 44.4 812 51.0 442 40.0 542 41.6 437 333 512 42.0 120 26.0 w2 IO.a 425 25.0 wt 10.1 127 Z Q N
MM 52.1 107 57.7 351 43.1 107 /S.1 335 77.2 107 708 SIO 72.6 107 ]3.] 717 23.9 407 72.1 775 m.0 101 29.6 731 21.7 401 20.1 777 19A 407 11.1 312 163 /07 27.0 719 Zco
0
Min /2.0, 753 w.t ]m 75.1 768 37.2 711 30.7 759 72.4 300 m.e 756 21.1 7w 23.1 756 m.1 J00 21.3 751 24.0 206 ITA 756 21.0 xeo 15.7 3S0 11,2 twlee In 70.1 237 70.0 255 75.1 241 25.1 251 21.6 247 22.5 217 1141 243 11A 2N 16,7 207 18.0 210 15.1 267 10.6 277 W r
111 h 27A 1ST 20.3 N2 27.1 267 27.1 230 10.0 201 mA 23S 17.7 217 11.7 231 15.1 267 16.3 723 nl fn to
fmh n.0 229 22.7 m1 1843 220 18.6 205 15.7 721 16.2 lox Q X Q O O
TABLE 4BZ
ANCHOR CAPACITY ADJUSTMENT FORMULA: Q' m0 O
Anchor Capacity Table Iba ANCHOR CAP.,,,,,,,, H� �¢w
5',. Ve. 2.1%Cowrde 3,5k Conn. Kok.CMU F11*d CAW PT Wood M.Ie1 (OP,)X( J=ANCHOR CAP,,,,
d"'Eko 1//'99 Eko 5110*Eko 111 SS Eko 11091M P1281"I 812 Sled MULLION CAP.
Anent type. Y1r Eke UMacan 111'Eko UMeoon UlYacan Y16'Ebe Ubaca. 171•Eke Uhee9n AWeGna UnWM AW.Gaw Sem?335)30, (Gs) 5-(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Anchor Clip Patterns
Edp Onmme(F) t- x-t0*! I" 2-1Q' 3-Ur 1' 2.172' t• 244 r 30,/r r 6.49• asi• 0.724' CAPACITY REQUIRED'CORRESPONDING TO AN
EmMdnM1 Mb 1-314• I-Y4• 1-W- 1-114• r 1-ve 1.114' 1-UI' 1-124• 1.114' ave r +arr I-"- ark. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anot-a 41.76'Mk,O.C.I SleMrd 0,r 011.a(qp 1Fq.I). 3M a. 3901ba Iso ws eM R. 16441. 270 a. 2M Iba 75113 740lb, 3 41M VA ft e451ba N+ke 4/2111 Seen. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AMM-®1.15-Mk.O.C.I SIeMrd la 067.0 Cip(F10.2) 4M bs Too b, WA WA WA WA 3M Ib. WA WA WA NIA NIA 6921W 51 11203. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Awlw.® ••kin.o.c./P)0,,s Arr01.cAga I(Fig 3): 700 a. leo W. 660 0* 1560 Iba 019510, 640 At 5501. WA iso Iba T4e lba ae0 ms 149210. 602 Na t. 1120 kt MULLION.I7 WILL YIELD A MINIMUM ANCHOR
2 Awhm®0.15'FAll.O.C,I U42p,Inlo.125'Alim.(Fig.4), 10A WA WA NIA NIA WA WA NIA WA NIA NIA WA NIA 7161b. CAPACITY WHICH MAY BE USED TO QUALIFY
1 A10w I Fc (FV.5' 195 nS 1951. 2250. 4455» en ft 135 V. 1401be Ill In 3701be 157 lb. 33 lb. 413lb. 170 e0* 22+les 260IW ADDITIONAL ANCHOR OPTIONS FROM THE
2 Awtm 1.1.5'Min.O.C/F{0, (Fle 0 24016. 350 be NIA WA WA WA 160101 WA WA WA WA WA 341 t. 442 be SM N. ANCHOR CAPACITY TABLE.
NOTE:FCR i HE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, rITOOUCT REVISED
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. m amrplyint with Slo Flbridlf
Onildina Cale ��D7•,(rj,p3
"KiURE 1: FIGURE 2 TABLE NOTES: A=[Am"Ne20211
I � • • • -� i3Opp• � Eapiralim Dnte 1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
13Y
SEE de 1 A,�
y11f1�1Tl Ili/
s 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FrluiE! i'lt\�• (
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750" ?,•
j HOLES TO BE DRILLED 1N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. a'' Nu.58705
r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES'CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED r
t,6 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED '�- �, ' �F,"'JH_4- F7GUHE 5: FFIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' JS'A :•`V.`
1 Fill ( THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ,�jC'•.•FL Of110P.•••(
I I r*) ' �.�� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75'X.650'MULLION •.....
(�p�� THE MATERIAL.910 6 912 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.OR 410 B.S. 'FFFISiS��)(•J/�`..
I L.L.
t A.LYNN MILLER,P.E.
FL P.E.p 58705
TABLE 5A gg�
Mullion Capallity Table Ib9A18Ri�
i Opening Width(for verticaksperti g mJllons)or Opening H9lphl(for hod2ortaksperr4rg mJ6aro) 111Cddd�c'
Sd M 601n 701n 00 h W In 100 In 1291. I I01n IN to y O
Rec4np4r Tenn". R4tlmpUer haplTdenp. R.1.1;Ur RWriiinp. R.Ongd., TnprTdang. II.Wp,ls TrWTd.N Naelengd.r T.WTA r9. Realanpllr 'hWTdeng. It"tegh, nplldsn9. ReolengU,r IVWRden0.
1"61.1 Y6"s Lo,dnp Loadnp La4dnp Loednp loedn/ Loednp Lmdn9 Loednp L9edlnp LoadnO LadnO LoadnO loednp Lead"'g Ladrq Lwdtq LosdnO Loadrq uY
.600"Ali, f r_ r r r r_ _ r_ r_ t _ .F .F_ r L r r_ r _ r ,g_ _ P t_
I uh.Mull k" a �_ FJ 1 o,. fig• g _ to
0 u u� u u t u u u u u u u u u u vo u u m
y5.ry@ Ly Iy �s} l¢py g{Qt €1 4y yi$1 g@¢ a6 jqE �y 9E ' 01 1 q6 S 1
i6ld d 3 ddg i ddd !I d � d8 d i 5� d¢ s� d 5YR I d 1� d`z Z i dd � d Z ��
4t In 1700 620 1700 175 1700 7" 170.0 470 110.0 600 170.0 We 110.0 M 1700 S19 110.0 file 170.0 521 170,0 12.10 170.0 621 170.0 ilea 170.0 521 170.0 1735 110.0 521 1541 1002 170.0 521 OJ W
40H 170.0 701 17ol) 524 170.0 650 170,0 664 170.0 992 170.0 630 170.0 1133 1700 eel 170.0 1275 170.0 677 170.0 1111 170.0 em 157.7 1371 170.0 NO 113.1 /STI 170.0 690 110.2 %577 170.0 560 7 It¢ =
50.6251. 170.0 747 170.0 503 170.0 Me 170.0 631 170.0 1040 170.0 664 170.0 1115 170 0 723 170.0 1715 170.0 741 570.0 1194 170.0 756 141.7 1193 170.0 769 121.6 1495 170.0 756 108,3 1495 170.0 756 W O d 0
64 in 170.0 717 170.0 012 110.0 Ve 170.0 001 170.0 1115 170.0 764 170.0 1275 170.0 507 160.1 1401 170.0 877 140,6 140t 170.0 658 124.0 1401 170.0 Set 106.6 1401 170.0 661 17.4 1401 170.0 401 co O ~
WIn 170.0 565 170.0 701 170.0 1053 170.0 707 156.5 1166 170.0 070 136.7 ILIN 167.0 925 123.3 1150 156.5 017 111.0 1166 I{0.1 910 02.1 1165 IN.S 003 70.3 4165 1N.6 903 50.4 1150 1{IS 007 1-
631- 110.0 130 170.0 745 WA 1049 170.0 660 137.0 1049 155.5 060 119.0 1040 111.7 60 106.6 1049 132.0 SM 95.1 1016 125.5 825 10.9 1010 110.7 820 08.5 we flee 619 69.9 1019 116.9
Be 1n lose 055 170.0 700 130.0 055 161.3 804 110.1 955 133.7 790 1013 065 121.4 775 02.6 935 112.6 165 63.4 06 100.1 767 09.6 956 01.0 740 59.0 563 91.7 748 52.1 056 40.7 748 Z W
2 LL
7261 128.51 603 131.1 091 507,0 503 114.9 662 51.0 803 101.1 670 60.3 W3 91,2 859 71.1 003 63.9 010 61.2 003 76.5 612 61.5 803 723 032 45.1 603 00.9 6211 10.1 007 60.7 527 fJ p y Z
711",-106.2 721 114.1 620 91.0 721 111.0 016IN
66.1 We 68.7 721 70.5 $05 60.7 721 70.1 See 51.5 721 85.4 579 45.6 721 59.4 569 39.0 721 58.0 554 31.5 721 56.1 563 Q ?d 00 a
7891101.0 661 t03.4 590 04.2 661 60.4 58770.4 576 63.1 N61 70.4 567 55.1 661 84.4 6% 50.5 084 50.0 $31 42.1 640 54.1 $11 30.1 404 $1.3 536 31.6 661 50.6 534
Z
0040 65.0 6p 0L0 lS6 61.0 611 Sie N9 60.0 NO 41.1 511 Ne 413 76.6 61I 40.6 127 ]21 6H 37.7 RI 27.4 SN ]J.0 112 215 SN 30.4 106 205 611 29.0 403 ¢ Lo Z
901n I et.2 452 IS 7 404 45.2 452 47.0 3" 40.0 300 31.9 452 30.4 364 30.1 452 12.1 NN 27.1 N2 30.3 377 71.0 452 20.6 b5 10.1 152 21.2 769 10.1 152 725 ]55 117 X
1061. 136.1 J!7 38.0 322 31.7 357 32.7 317 28.4 312 "A 351 25.2 308 21 1 357 22.7 703 19.0 357 10.5 251 15.0 731 15.0 203 13.6 357 18.2 107 115 331 15.0 263 W 04
film {35.1 ue 35.a 306 29.2 116 30.1 Ni 26.1 210 21.9 131 23.1 292 19.5 331 20.6 266 17.5 336 190 204 11.6 335 16.5 276 12.4 370 11.6 277 11.0 370 13 6 269 H M to (�
INN 2T.7 289 292 261 77.1 280 21.7 259 20.5 250 174 205 11.5 252 15A 280 16.1 409 13.0 269 115 240 118 269 12.8 210 9.0 259 11.4 230 0.7 209 l04 232 („) X Q 0 0
TABLE 58 Q Z
W N
ANCHOR CAPACITY ADJUSTMENT FORMULA: �'O kp
AnehorCa ad T0b16 11n ANCHORCAP.,,a,_ a
Sulam. 2 Caerge 3.5R Cot. No0mcmu Flsee CMU P Wom Mqq (DR- X( ).ANCHORCAP.,,. '�Z-7
Ylr E140 111-99 EKo YiG'EKo Ve53Elco COW" e1261e01 01231151 MULLION CAP.,.,,_
MehorCNp PelYne Ar611v 7y{+e 'Sig'Ek.U6 ram v4•EKoUNnton UN�� s16•E1touNrson vv EKouemton �10yor UNmtm AggrcOgw ste (05)511-(05) $I'M(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E aname . 1. 7-N7 1• 71127 atdr 1. 2.1127 r 2117 7 Sur 7 0.40• 0.51' azo CAPACITY REQUIRED'CORRESPONDING TO AN
Emlemlml . tyP 144* 1-Y4• 1.Y4' r 4-U/• la4' 1-11. 1.11r uta• 1.11- 27 1-Ye' 1yr .ones ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amnon /.7Y Mln U.C./s10re1e0 a OSset Ch 3NO" J M 4W th 890 as t644 an 2701os7iW
06 7401M 314I0s rob 66 l los 44 660 Ea OPENING,WHEN IT IS LOWER THAN THE MULLION
/Aram®i.t.•Mrt O.C.ISIn0ar0(a muq Glp(F'92) 400 IDS 700 to Nu wA NIA NRA NIA wA 141A WA WA 2M 665 roe tta6 cs CAPACITY(FROM THE TABLE)OF THE SELECTED
4AncMn B^.^.'Min O.C.1 m 2X6 A Opt I(TI n 7m lbs 78D FA Sm los tom pa 1896106 5401bs M.
7m I0a 740 101 60D Ns 092 IN 952 Nn 9mm ft 1170 Ita MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Amc a 45'Min o.c/Ucap,960-12Y AW.IF,; NIA WA NIA WA N+A NIA NIA WA NIA IVA WA WA WA t CAPACITY WHICH MAY BE USED TO QUALIFY
1Antlor/Fc (n 196 an i93u 225106 Ns oe 572 Ke 135W 1T7 e» 370116 167M 332105 473 Its Ito 076 2211b6 OIM ADDITIONAL ANCHOR OPTIONS FROM THE
2 AntMn®1.tY MIR OCJFc In 67 240 p1 350100 NIA WA NIA NIA NM WA NIA IUA WA 311 Is 412Im .60 Ns ANCHOR CAPACITY TABLE.
P '
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCTREVISEI].e-plyin5-11i
M 5-000'^1 nuI'""Code
FIGURE I: _ FIGURE 2: TABLE NOTES: AtoeplentnNI((O�Z18.0�
E iralI-Dale �.Q21
' - i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By_
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mir Uade Product
� 15u1,11IIr1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� y •1 1#
NGUREec 3.125' ; CN,..•• ••..;
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. •tir;'•vSGF•hl cr: •. T I�,
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 4 ' •-1r
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -• NO.56705
4I ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -500. -
I I - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED "O'• S j
1
FIGURE 6; FIGURE 5: FIGURE 0, YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0003-T5 AND BE A MINIMUM OF.12Y :•f5 su'xc.. F 131
1 I THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.015'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT X 3.125'X 5'MULLION :i7 '•, ��
I{ + (I VF MULLION) �. '.�7.OR\l].,.•�(%
LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
( 1 ( _ • THE MATERIAL.810 d 012 ANCHORS INTO WOOD MAY BE STEEL,1b6 S.S.OR 410 S.S. t t
tv. A.LYNN11v1ILLER,P.E.
j i _ FL P.E.0 58705
` TABLE 6A
Mullion Capactty Table Ibse • 7,P,�`
L_ Opening W With(for veniicaey-spannyntg mullion)or Opening Haight(for horizonlalty-sparring mUlons) C c
601. 60In 7013 1 00 in 9oln 100N 1201n 1101n 1001, p
I Reele,9elnr D*Trllin,,. Rea.rpl4sr TlwTdenp. Reclangeler Tr.prrdanp. Rect.noJer TnpRdanp. R4alsnpulr hp/Tlrq, R.M.n04. TwrTli.no� Rector TrWTA.V. R.ctang4sr TraplTd.rq. ReclanPdr T,omitn9. lid
1114%,126 L-ft WMnp LoWr1a Le.dr10 L..drp Le.d n9 L.ednq Le.dnp Le.dnp Lad. Lo.dn9 Lo.dng L.eding L..dng LoadnO Loadng Loadnq L-Ing ae G
�.Mullion 6 l y � _ 6 10
LO
sY L
Z 0L �
42 In 17oll 620 170.0 475 110.0 7U 170.0 478 170.0 S66 170.0 500 170.0 9M 170.0 610 170,0 1116 170.0 621 170,0 1240 170.0 521 170.0 1466 170.0 521 145.8 1459 170.0 521 127.0 1469 170.0 621 O W
W
P17 708 170.0 6N 170.0 050 170.0 651 170.0 192 170.0 630 170.0 1133 170.0 661 110.0 1275 170.0 677 150.3 1303 470.0 600 130.3 130] 170.0 680 111.7 1303 170.0 680 97.1 1303 170.0
747 170.0 503 170.0 096 170.0 031 170.0 10/6 170.0 661 170.0 1195 170.0 723 156.1 12M 170.0 117 140.6 1235 170.0 756 117.1 1235 170.0 166 100.4 1236 170.0 750 87.1 1235 170.0 756 8
11, 170.0 1112 IT0.0 956 110.0 691 110.0 1116 1700 161 154.4 1160 170.0 103 137.2 1160 110.0 637 123.6 1166 170.0 0. 102.9 1165 170.0 861 N.2 1155 170,0 861 17.2 1158 110,0 851 m O O
165 170.0 101 IM.7 10/1 170.0 797 112.9 1012 161.1 0H /25.1 1012 116.7 615 111.2 1012 1N.6 80l 100.0 10/2 130.2 Tel 13.1 1012 175.1 712 11.6 1012 126.1 7.2 62.6 1012 175.1 702 F J
0 970170.0 745 151.2 91, 163.8 110 129.1 91, 144.4 709 113.4 992 131.0 102 1008 902 121.4 708 90.7 092 111.877615.6106./ 745 84.8 M2 105.0 74466.7 992 108.0 71/1 i 717 170.0 769 1]7.0 947 IIS.O 715 116.1 941 1]0.3 701 103.4 1,7 117.7 732 91.9 947 108,7 736 82.7 1,7 102,2 727 86.9 9/7 1,.1 713 69.1 911 91.0 711 71.7 947 91.0 711 Z (f)0 $49 142.7 737 113.2 619 121.6 722 97.0 049 106.9 700 84.9 049 M.4 606 75.5 549 U.7 660 6711 849 92.7 677 86.6 819 76.3 659 40.6 60 726 652 426 819 72.4 651 2 W S pw
76N HL.6 763 120.7 (rt5 1,.3 76x 102.8 662 62.6 782 90.0 610 12.3 782 BOA 629 8l,2 782 74.2 620 67.a 762 69.2 613 48.1 78i 02.1 602 11.3 762 69.9 691 30.1 762 69.4 SM J N l56 u iZ
Q J d
' I 2 T8 in 1;06.9 7:4 111.! 634 MA 724 9411 621 75.3 724 02.0 609 66.9 724 74.4 699 594 724 6SJ $91 63.! 724 63.4 583 44.6 724 57.3 673 30.2 724 61.3 507 33.4 721 63.5 565
#•
90 In i 09.6 543 71.6 463 61,0 641 80.7 474 49.7 643 62.0 466 43.6 643 47.1 456 36.6 613 42.8 452 34.8 613 39.5 446 29.0 613 34.0 436 24.8 613 32.1 430 21.7 643 30.7 425 Q N O
o
MN 1 67.3 416 909 427 47.0 411 49.7 419 4011 476 43.2 412 3611 470 366 !04 31.8 478 34.6 400 26.1 476 320 395 23.9 470 28.1 366 20.7 !10 25.6 300 17.9 478 24.2 376 N N Cam
10613 i 10.7 371 41.1 N1 33.6 377 34.8 336 26.6 377 30.0 330 25.2 371 2611 326 22.4 377 24.0 321 20.1 371 22.0 317 18.0 377 19.0 310 14.4 371' ITA 301 � •-
1111n 37.1 357 37.0 723 3011 357 31.6 318 20.6 357 2711 3l3 23.2 351 24.4 30 20.6 357 22.0 305 16.5 361 20.1 301 ii.4 351 17.! 211 a. x Y
120 b 20.3 306 29A 210 24.5 306 26.1 274 21.0 306 21.7 270 16.3 306 19.2 261 163 306 17.3 263 1- X ri N
1441 17.0 212 17.2 196 Q Z O O
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor C 161 able Obs) ANCHOR CAP.,,.,,,,,,
S.h.lnls. 2.73 Ca.rela 3.66 Cao. lklow CMU FYed CMU W.eO Meld (Dp,)% :ANCHOR CAP.,,,
916•Ek. 111'6S Eko 511r Ele. 111'SS Eko 410 3ted 0125teel 012 SWI MULLION CAP.,,,,,„
Anchor COp Patterns Anchor type: 3116'Eko Ulneon 44'Eko llbaeon Ullrseal 916'Ek.UYaea 11,'Eko lNlr.con AWOGG a Unr..on AgonloaW 80-(G5 91"(05) Sm (GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge OWl.me(N), 1' 2-Irr 1' 2-lrr 1Vr 1' 2-In3' 1• 1 2-lir r 3.1fr 2• 0.48• .54- 6.324• CAPACITY REQUIRED'CORRESPONDING TO AN
EmeedneM(N1 1-94' 1.3rr 1.940 1-940 r t-vr 1.1140 I•V41 1-U4' 1-114' lair 2' 1 1v ides' tack. ACTUAL PRESSURE REQUIREMENT FOR THE
AncMn 4.15'Mn.O.C.16WWrdaORel CB lFlp.123 $1,1. 390 D. 450 In 00 10. 1644 k. 27016. leo lb. 354 bn 1401W 3741. 6641a 9469» 3/IM 1421be 560 bs OPENING.WHEN IT IS LOWER THAN THE MULLION
4 Anch.n C_2Y Mn.O.C.I Sirldrd I.Oftel)Cllp(F10.7): 700 It. Too Ili, 560 In 1410 the 652 n1 WA 560Ib. WA 030 Na WA $80 lb. WA eel R. MS The 1120 k4 CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Amhon 0 1.IYW.O.C.I Sl6Wrd(a 011eq Clip(Fig.43 9509. 14001. IIA NIA WA WA 7601D. WA WA WA WA WA 13831. 17701. 240 R. MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 An.1 �J'Min�O.C./212.5 Angle CSpa f(Fig.51 7601. T60 Ab ON M IWOlb. 16901. 5401. 5a01a NIA /609. 7461b 0601ea 18921bs 66x la 6651. t 120Iba CAPACITY WHICH MAY BE USED TO QUALIFY
d M 10, y Min O,C.12 215 Angle U"I b,6y. 11701b. 117011, 10201be 2]/o IOa 2614 as 810 An MO M WA 11401. 1122 D. 1720 as 2e781w 1522 M 1321 r. 161,q. ADDITIONAL ANCHOR OPTIONS FROM THE
!Anclxvr 015'MM.O.0 f Utlp,Talo.125'Alien.(Ftp.12 WA WA WA WA WA WA WA WA WA NIA WA NIA WA
NM 1430 66 ANCHOR CAPACITY TABLE PRODUCT RF.VISEU
_ 1AcAo,s 8x25'1,11.O.0/FCIp(Fq.61 350 Sa 350 W. 21,b 703 Ws 470 pa WA 21,10. WA 3158. WA I/OIb. WA NI Da 442 th S601W
II` 4 Anchors 01.76'Min,O.W F-C6p(Fq.9) 450 Na 70010. WA WA WA WA 380 M NIA WA WA NIA WA
087 9a 8861bs 1120 A. fluat i lding OB wiUl the FlOridO
- 1.000' Aeft o-ee a 0
I NJTE�FOR T rE Of FSeT GDP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 'I I` nceepWnce Nn
expbm1o.D41c wm
TABLE NOTES: Ny
P!33UQF ft.7URE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: M'""" do hoj6l Q.ohd
I ,i 1 • • a • . • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 3111
• • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \�� •�T� vie
` ! F '•. P
r! , • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. e`t`•'•�10E-Ng •'(F
1 - `�} '- -1 • • . • • • i.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES
4.000, 50'70
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE 0: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 11 �. I'i J (Y_
I • II • • 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
i • a 3 • CONCRETE BLOCK UNIT(CMV)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW I 125' ,'•./i ORLVH-•'`�
I 77 • • SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL -1 (,,�' ••••-'
�--. STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK
i n, -,_;.•(;,G:;Rr>6.w5)MUST PF USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.410 61 f7j 1 r r 111111,
1•X 4'X.125- A.LYNN 1v LER,P.E.
912 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. MULLION FL P.E-ffi 58705
k(
TABLE 7A
Mullion Capacity Table Ibs1R1 • �� Yk
Opening Width(forler6cey-spanning mullons)or Opening Height(for horizontaly-spanning m176ons) C�� 1
so In 601. 701, still so in Ip01n 1201n 140 In 1611 In
Pe<lenpla '.rsp/Tdanp, Re<I.n la TnpRdenp. Rec16n Ler TrepRden Reclen O
1 a/x.776 0' w 9 win Traprrden0, Ret tzgUer TrapfTd.n9. Recl.n•d.r TnpfTd.n6 I%W.n9uler TrwIll.n9. Reu.npular TrepRauq. RW.n9d.r TreprTdM9. a
Alum.Tuba Wading L..dng Lowing L.1.2 Loedkq L.dnp L..dno L0edha lee6h9 Loadna La6dno Leedn9 Le.dn9 Lewin/ Loedh9 Loadn9 Lo.en9 Ludnp 12 y, tY
^T^ r _ r r _ t r¢ Ota r_ 4 t9a• 3111$ ppj_ gr} Q_ L ;a�^ _ 31011 yip r r i_ r_ i _ VpyQ i_ 1b"o V:
Mullon m
13
Z � U)
421n ITO.0 670 170.0 435 170.0 711 1700 116 170.0 Me 170.0 We 170.0 Oe2 1700 510 1700 1110 170.0 571 170.0 1240 170.0 521 110.0 1/64 170.0 621 i70.0 1735 170.0 621 170.0 196) 170.0 521 O W
1111. 170.0 700 170.0 524 170.0 850 1Too Set 1700 OD2 170.0 630 170.0 1137 170.0 651 170.0 1276 17OA 577 170.0 1417 170.0 BOO 170.0 1700 170.0 NO 170.0 1913 170.0 5a0 151 a 2024 170.0 660
50.025 in 170.0 717 170.0 5N 170.0 806 170.0 631 170.0 1046 170.0 664 170A 1195 170.0 723 170.0 1345 170.11 747 170.0 1104 170.0 756 170.0 1793 170.0 760 166.0 Isle 170.0 756 136.5 Me 170.0 766 � �1� U)
W 'pp
'6411. 110.0 797 170.0 612 170.0 956 170.0 6/1 170.0 1116 170.0 751 170.0 1276 170.0 603 170.0 H34 170.0 137 170.0 1594 170.0 551 139.1 1799 170.0 161 137,1 1T" 170.0 681 120.0 Use 170.0 861 00 p O
so in -170.0 MS 170.0 701 170.0 106) 110.0 717 170.0 1210 170.0 171 110.0 1117 170.0 911 170.0 1694 170.0 Oea 165.6 111• 170.0 1073 129.6 1119 170.0 tpN 111.0 1819 170.0 1067 07.2 161/ 170.0 1063 F a0 J
Nin 1100 970 170.0 746 170,0 1115 170.0 650 170.0 1302 170.0 010 170.0 1166 110,0 1016 156.7 1642 170.0 1076 141.0 1512 170.0 1172 117.6 1542 168,6 1164 100.7 1612 167.9 1161 51.1 1612 167.! 1167
66 In 170.0 976 170.0 719 170.0 11N 170.3 b] 170.0 ISM 170.0 1002 160.1 1672 170.0 1085 1/2.1 N72 165.1 1711 126.6 1172 166.6 1170 107,1 N77 117.6 1101 91.6 1172 148.0 1101 80.3 H72 116.0 1101
72 in ,I70.0 load 170.0 S71 170.0 1275 170.0 1 1001 150.8 1320 166.2 1101 1310 1320 149.9 1082 117.3 1720 137.1 loss 105.6 1320 1206 1649 U. 1370 117.0 1021 73.1 1320 112A 1017 56.0 1320 112.5 1012 � GW.
7611. 170.0 It22 170.0 077 149.8 11M 1561 IOU 126.2 11 130/ 1164 112.1 1164 125.7 076 99.7 1164 115.3 964 62.8 1194 107.6 952 74.8 H64 97.6 935 64.1 IIM 911 927 56.1 list 62.3 023 J VI u Z
168.1 1124 170.0 067 136.4 1124 147A 9e8 Ilse 1124 126.6 647 103.4 1124 116.6 931 92.3 1124 105.8 916 IAD 1124 96.6 906 69.2 1124 60.0 600 59.1 1124 54.3 N1 61.11 1124 62.2 670 J
90 in 164.1 644 117.6 760 901 811 91.3 136 71.2 MI 611 724 67.6 644 73.4 712 60.1 644 666 702 54A 664 61.4 091 16.0 641 64.2 676 36.6 644 60.0 668 33.6 564 41.7 662 Z N O
9611. 69.1 712 01.6 647 71.2 742 77.2 6!2 63.e 712 67.2 641 N.7 742 60.1 N1 49.6 712 64.1 122 44.6 761 19.6 611 37.1 742 12.0 600 J1.4 712 30.6 5" 27.6 712 37.6 SM h cD
co
lot In 62A 508 634 $30 62.1 564 03.8 521 44.7 516 46.6 313 39.1 5H 41.4 505 34.8 664 37.7 418 31.3 S86 34.2 492 211A 566 29.6 411 72.3 648 20.6 472 19.5 580 24.7 961 N In
III In 57.0 355 58.8 107 48.0 SS6 49,6 106 41.2 666 42.9 1117 38.0 665 360 180 32.0 N5 34.2 473 28.1 658 31.3 487 24.0 555 27.1 457 20.6 555 21.3 146 15.0 SIS 22.4 411 U.1
X Y Y
12011. 46.8 176 16.1 177 76.0 116 39.0 !26 72.6 173 37.1 120 21.6 175 79.8 414 25.3 475 25.6 409 211 175
24.5 464 19.0 476 21.1 395 163 176 15.7 387 11.3 176 17.2 711 h
x
1/411. 26.4 330 26.7 305 22.0 730 22.4 701 We 330 19.3 297 16.6 170 IT.O 207 Q �- Z R �
TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: k�AnehorCa tel TabN 1,9 HRCAP.,,�,,,,` $
ubinlc 2.7k Concrete 3.5k Cana Neaow u F61ed CMU PT Wood Me41 (DP,,.)X 1_ANCHOR CAP.,,,
3118•Eke 111'88 Eke 5116'Elco 111'68 EI<n 610 SUN 812 61.01 91261ed `MULLION CAP.,.,.,.,,
Anchor Clip Petlame Ancha\1'pc 31te-Eke Ulucen 1/a'Ebo Ullraaan Ull naal y18'EbO UIVeaon //1'Eka U6ncen
P AppnGeta UOneen Appraonor 1.e_IGS)bcr.w(Gs) senw(O5) USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edr..D.W1e.(,7 1• 2.Ifr 1' 24f2' 31 Ila' 1• 2-If7 1' 24fr 2' 51(8' 2- 0.41' 0.51' ,324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(`,), 1.311' 1-311' 1.314- 1-31I' r 1-1N' 1-1/4' 1-1/4• 1-1/4' 1414• 1414' r IY8' fa/e' wft, ACT UAL PRESSURE REQUIREMENT FOR THE
2Anch,,n,a I.IS-Mk.O.C.f Swtd•d a Mel CUP(Fig,1677390 tw No Its 150 b. st0 a1. 1644 R. 270 b. 20016. 3541e 740 n1. ]741b6 664 All 6466 341 b. 442 Me 560 a1. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 A. ®215 Min.O.r,,I51er1d.rd(a O6.tl)Clip(Fq.7}: Too bt loo b. 58011,6 141D Me 952164 NIA 5e016. NfA 630[b& WA bill)be WA 6821E3 511. 1120 IG CAPACITY(FROM THE TABLE)OF THE SELECTED
I Anchor.4'4 1.15'Mn.O.C.1816rq•d(a Oftel)Clip(Fig./7 960 ks 140016 NfA WA WA WA 7801w NIA WA WA WA WA 1363 be 17701. 224D V. MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 An,IW&Q 3-Min.0.C.1(2)205 Angle dip.I(Fq,Sr. 790 9n Iso p1. 8609» 15601be 1896 an 510 Ilt 560111. WA 780 pt 74811, 68016. 1892 tie 652 IM NS It. 1120 a1. CAPACITY WHICH MAY BE USED TO QUALIFY
6 Amin..®3'Mn.o.C.f(2)205 A,pU C1g6 I(Fq.8). 11701bt i 170 b. foto b. 2640164 2644611 a10 91. 810164 NIA 1110166 1122 a1. f Y70 au 2N61W 107111,1 1J271W 166,a t ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchor.®045'6rm.O.O f Vllq,bio.125'Abm.(Fig 1T WA WA WA WA WA WA WA NIA t0A NIA WA WA WA NIA 1130 be ANCHOR CAPACITY TABLE.
2 A.twe Q 12!'Mh,O.Ol FL11D 6q 3i 350 ore ]l0 b. 29061 70616. 4766x NIA 26011,. WA 7ls ore WA IaO b. WA 74101. 112111 5601,1 PROUI ICT REVISED
4 Anel-I Q 1.16'Mh.O.C./F,01p(Flo,9), 1601W 700 b WA I WA I WA I WA 38011,1 WA NIA I WA I NIA I WA 1 602 b. so,"- 117n A1. ns<nmplyin6 with M.Ploeide
BW .g de
NOTE'FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --I 1.062' �--- ---I 1.000' I- n<ceP. ra716-40708.0.3
E pirnl pale 'Lo21
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mie.'Md.Ihoduel
• • • • • • • • a ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111 I 1 1 t 1
• • • 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� �(LYNN
• • • • • • • • •
Is
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE
SHEETS 21-23.MOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4.000'
Na 5pT('5
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ -
FIGURE 5: FIGURE 6: FIGURE 7: ry
4)SUBSTRATES:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS.HOLLOW AND ---1'•,L�' D 6
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE -; '•• ,51 .l f;
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE _ -1.
`% /'LUR\01'.•-•
• 8063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' -- .375 _ .376' �i�:C`,r•........ ' �•:
THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS 7' -7
ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.N10&612 1'X 4'X.375 I 1'X 4'X.375' I f �'I t l�'� 11
ANCHORS INTO WOOD MAYBE STEEL,1B-B S.S.OR 410 S.S. 'T--MULLION MULLION A. FII P'MILLB 0'P.E.
_ FL P.E.p 58705
TABLE BA
Mullion Capacity Table Ibs7Ra x
Opening Width(for ver6celq•sperrinp mAtolls)or Opening Height(for hod 2ordely-/pervinp mU1ons)
5o M So in 701n 60 In 1 001n 1001. 120 In 140 in 160 in
R.I.rg,Mr MeptTdanq. Redwid47 DeprTdang. ReclargAer Tnprrdang. Rxlanpdar Tl.prrdwq. Rectangular TrapRdang. RaelanpAar TnprTdanq. RaelargAar hap/Tdan9. Rx1n0Mr Tuprtd-11. Rectangular T,W7Tdnp. p
t..dhg L."nq Loadnq Leafing Loading Loafing Loading LeWdg L.04 LOadnq La4nq Loading Loadry Loading loading 1.0.4.0 Laing lea6ng o yr
7.180"z
.286"Alum
Tub*Mull
z In
421n 170.0 620 170.0 435 170.0 144 170.0 476 110.0 88a 170.0 506 170.0 992 170.0 610 170.0 1110 170.0 621 170.0 1240 170.0 521 170.0 IIN 1 170.01 52t 170,0 1735 170.01 521 151.6 1 1769 170.0 521 O W
48;� 170.0 703 170.0 52 170.0 550 170.0 SM 170.0 992 170.0 030 170.0 1133 170.0 661 170.0 1275 170.0 671 170.0 1177 Ins 440 134.6 is" 170.0 540 1327 046 170.0 660 116.1 1540 170.0 060 J j
50.6251. 170.0 747 170.0 663 170.0 IN 170.0 631 170.0 1046 170.0W 170.0 1195 170.0 723 170.0 1545 170.0 747 107.0 1466 170.0 756 139.2 1468 170.0 756 111.3 1460 170.0 766 104.1 145/ 170.0 766 0 a N
54 in 170.0 791 170.0 612 170.0 546 170.0 Got 170.0 1110 170.0 754 170.0 1215 170.0 603 163.1 1378 110.0 637 flee 1310 170.0 856 122.3 13M 170.0 681 104.8 1370 170.0 Sal 91.7 1376 170.0 661 m
O O
Win 170.0 MS 170.0 701 170.0 1093 170.0 707 156.9 1158 770.0 070 1".0 IIN IOTA 930 127.4 1150 156.8 019 111.2 1166 IS0.0 912 92.1 1151 111.1 905 79.4 1151 144.0 10! 61..5 1136 144.4 /06 � W � J
031n 170.0 030 170.0 745 150.1 1051 170.0 650 137.2 1051 155.9 eel 120,1 1051 7120 6/S 106.7 Wet 132.3 837 1 M.1 1051 125.7 830 00.1 1051 ilo.51 822 68.0 1051 119.1 621 60.0 1051 119.1 021
a61n 107.1 807 170.0 754 139.3 DST 101.5 105 119.4 "1 134.0 790 104.4 937 IVA 777 92.6 167 112.8 767 93.0 957 %08.0 IGf 60.6 957 100.0 760 59.7 957 16.0 154 b2.2 957 059 746 Z
721. 128.7 804 1]5.2 698 107.3 804 116.2 654 11.9 001 101.3 671 00.4 0 4 91.4 660 71.5 654 54.1 650 N.4 801 70.8 543 53.6 804 tt.3 633 46.0 604 OSA 629 10.2 801 69.6 926 ? ZEy� W
75 In 109.4 722 1 W 630 91.2 722 *7.2 SIG 76.2 722 63.3 We 66.4 722 76.7 596 60.3 7Y2 70.3 668 54.7 722 05.5 000 45.6 722 54.6 570 30.1 722 56.7 US 34.2 722 56.2 564 J
39 76M 101.2 NS 105.4 600 NA 685 8*6 SN 72.3 154 10.0 677 67.3 685 70.6 668 66.2 665 $.6 600 60.6 685 00.1 663 42.2 613 54.7 547 75.2 686 61.4 637 31.6 6Q 60.7 635 a �
I N
,. 901. 65.0 SIS 86.0 451 04.0 GO 57.5 449 47.1 516 50.1 441 41.2 515 54.1 1.74 36.6 515 10.6 429 33.0 at$ 37.4 422 27.5 513 33.1 413 27.5 515 30.5 407 20.6 615 20.1 404 Q X Z N
001. 61.3 U3 65.1 454 15.3 453 41.1 197 7e.e 451 It.O 391 33.0 457 30.4 365 30.2 453 31.0 779 27.2 163 30.1 374 22.4 453 26.6 300 19.1 453 24.3 360 17.0 457 229 756 pp .nJ
(n c0 y
too In 30.1 356 39.0 327 11.1 350 37.6 313 27.2 356 21.4 313 23.8 360 25.2 Me 21.2 356 22.7 304 19.1 356 20.6 ]00 15.1 336 11.0 M3 W o
07
1111n 35.1 338 35.6 IIN 21.3 335 301 301 25.1 336 25.1 297 22.0 336 23.2 293 19.3 331 20.9 259 11.6 770 10.1 265 d' X N
IZO In ITA 290 28.3 264 27.2 290 27.1 260 199 290 20.0 256 17.1 290 102 753 15.1 290 15/ 549 U N Q O 17
IN In 16.1 201 IS.] 116 Oa. Z N (1)
90
TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: d€ E 0.�o
AnchorC9 w1. ably(lbs) ANCHOR CAP._
Subllrsle 27R KIMe 35%Cont. Holm U FOed CMU PT WrA3d Melfi (DP,aa)X( =ANCHOR CAP...
5416'Elco V4*35E)c 5114 Eko III•SS ENO 0109ad 012 SIMM 912 GreatMULLION CAP.,,,,,,"„�
AnchorCllp Patterns '%"cam 31W El uRrcon Uf EkoU2econ Ullman Ylr Etto 1.111=011 v4•EKoulncon Agp40.1" Ullmn Algmfilla 3cme(05)stre+(G5) ScIm(Gm USE THIS FORMULA TO OBTAIN THE'ANCHOR
ECIM Clslarce n) 1• 2412' to 2-U2' 3-174 I• 2-177 I. 2-1Iz Z 34 2' 0.46• 0.51• O.mc CAPACITY REQUIRED'CORRESPONDING TO AN
Em0e0nm1 n 1,14• 19'1• 1114• 1J•P r 1.94' 1.114• 1-114• 1.114- 1174• 1-174• 2• 71'6• 11.4 wb5 ACTUAL PRESSURE REQUIREMENT FOR THE
Ancrois 04.74 Min O.C./Slarge0 v 0654 c9 i 3W lbs 3w im 450 os 990%.4 16441154 2701b: 29D Ros 35426 740 Its 31420 654 it. 946Ita 127 / 9e as OPENING,WHEN IT IS LOWER THAN THE MULLION
--4 AmrM®1.15•Min O.O I Standard(V C15e0 C6p g 2) 400 2s 70D M NTA WA NIA MIA 300111 NIA WA NIA WA WA 652 In 6eS gat Hid ri CAPACITY(FROM THE TABLE)OF THE SELECTED
4Ant"0 3-M1n.0.C.I 215 A c s r 0 3) 760979 760 are beg 9n 1506 b 1096 Ws 6400,5 500 Its ILIA 7so194 754 2s am on 199215 6022/ gee 1.r n oe MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AMMrs G p 46'Min O.C.I UC ,Olio.12b'Num b./ NIA WA NIA WA NIA NIA IVA NM WA MIA IVA WA NU WA 1 3D 1ki CAPACITY WHICH MAY BE USED TO QUALIFY
1AM11"If-U g5 11516% 105141 2251b9 44526 604111 $35 bS Was 17129 370105 161 fix 3321. n3%e 1700,9 Zit 24 280115 ADDITIONAL ANCHOR OPTIONS FROM THE
2AoaMn QIAVMIn O.CIFCAp 6) 24025 350 AA MIA WA NIA NIA 10010e IIIA WA NIA WA WA 31129 4421b SCA n3- ANCHOR CAPACITY TABLE. PRODUCT RF.VISOD
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, m complying seilh dm Florida
B.HaingOr le►6 6Z18•o
FIGURE 1: FIGURE 2: TABLE NOTES: F' 1.250'"-11 A eepl.nce No 3
B%piraNm Date 1202.1
. • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION D7
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mruni Map duct Cm
- //11111177
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 41
1:
I.j FIGUF:E3.108'
:_
1 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE •�� •'L1`vf:NSr: F•P ��
i 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. 205' - Nr3.53765 /�-
IN PAIRS. /y J-
1 I4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE FIGURE 5: FIGURE 6:
r �' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL _ -.• 0 1•� I'7
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T j'• SIM L 0 -
m j 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •��i,' >•(��e;ON,.•'�' -
7 •�'
(.� • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 3(1.114•VF MULLION)
.158'X185'MULLION
'i;
1 I ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 17 , C7(vA1..
1 I 1 II #10 6 X12 ANCHORS INTO WOOD MAY BE STEEL.16.8 S.S.OR 410 S.S. A.`LY' INIILL;��s,P.E.`
IS
t�- I FL P.E.#58705
TABLE9A
® A
Mullion Capacity Table(IbNR')
Opening Width 7hc -1pertnlrq mulooe)or Opening Height(for horizontaly4perdng mUlbn) d �
Win It 601n 1010 Sol, Po b +0010 1201. 14010 160 N
O
Ibtl T pIT0.9 R4eli is, TtWTdsnp R.Ilsn gi T.p'T&rg Reel T d4n9 Rsa1.nvi Ti R4el4n•2al.r hsp'ir4np. RecI*'V.In TndTdsnp Raercnpl4r Trspn Wig Foid.npullr Tnp'TderN d
1.26 a 7:20 Le laa. 1w41 Los61+ Le
%.100 170 g •4^q lesdnp La to I.
laanp lae0p Lesdinp to,
leadw Lwa.p lesAnp InM1n0 LeaanO LadMp RoY O
Alum*
uMug(onbe 7 6 s
� � Z 4'2
42 In !T0.0 620 170.0 435 110.0 111 170.0 479 170.0 661 110.0 we 170.0 Nt 1700 st9 1700 Il le I/0.0 S21 1676 Ilia 17oll 571 1777 1111 000 67 1005 1lg 700 52+ 95.9 Ilia 1700 521 O W
1 noo 524 1700 00 Ir00 561 +ere Ste 7o0 670 146.1 pe 170.0 got 120.4 116 1700 417 111`31 978 700 SW 976 271 170.0 Geo V.1 978 1700 ago ]1.J Ira Tea Na j L13
W07s1 70.0 )O 0 eel 170.0 Me Too fill IW7 121 1m.0 N4 171.9 077 IN.a )a6 111.2 11x7 Tse+ 099 105.5 It7 INT e9s 81.9 927 Ise] 695 15.4 9x1 Ise 6% 65.0 977 1661 60s = _
N
.-0.0 791 70.0 612 154.5 N9 1100 691 1325 SN 1539 663 75.9 up 141.a 669 1070 N9 131.0 600 911 669 1798 851 717 N9 178.9 652 66.2 689 1796 652 57.9 Beg 126.8 6S7 w O O
Nn 1:77 746 ISA8 631 1IVA 746 132] 520 102.] 146 1116 got 19.5 748 sole 599 795 746 tol0 697 It 749 Sea 5A 591 719 13 5" s1.7 746 973 561 445 748 9).7 Ill CO O ~
67 In 113 7 917 1120 519 107.1 67l 1137 5N NA 977 IWA N5 77.1 677 914 548 N.1 677 95.2 519 616 071 810 534 510 Sir 710 629 44] 617 76.7 529 78 7 677
IS
T 519
Uto
Nb Ione 517 ImI 6]0 N.7 617 976 611 169 517 N.3 We OF 611 78.3 500 596 817 72.6 414 534 ell 68.1 489 446 617 91.1 193 79.4 617 877 492 3]6 67 837 452 d
C 72:n L±I 611 071 Oso 69.1 518 742 440 517 518 N.2 432 510 619 N0 428 48.1 Ste 612 419 414 518 00.1 414 345 518 196 lee 26.9 Sig 45.0 405 76.9 516 450 405 Z _J
73.1 406 597 495 625 1N 003 IN 61.9 390 111 465 392 465 45.3 376 352 IN 472 311 214 495 753 367 25.2 465 ]8.5 364 22.0 455 38.2 363 J 3p
7910 65.7 441 0 387 $4.3 441 61.7 317 486 441 00.0 172 408 441 45.4 386 30.2 443 41.6 300 376 441 30.7 756 27.2 441 140 349 23] 441 33.1 316 264 441 327 345
J
0 Zvi Z
436 295 35,4 332 37.0 299 303 372 32.3 264 26.5 312 290 775 337 26.1 770 717 732 NA 212 171 3]2 27.1 2N 15.2 332 leg 267 17.7 332 107 260
F o `o
go I. ]s.0 291 366 260 19.1 791 70.3 2w 15.0 191 x0.1 252 216 lIl3.5 241 10.1 101 11.1 141 tiS I91 196 141 115 70I ti.1 776 1f.5 291 76.6 2]2 Z Q N
log, 746 230 251 703 205 730 21.1 20S 11.5 230 101 201 154 et IN � Z Oqx21 191 160 t19 :/.4 194 112 Ite tee 101 141 40 /N � N Ji ��
120 M 11.9 11: 11.2 170 11.9 191 I5.7 167 13J
(IC x
Q N a 0 C
Z
a� X050
TABLE 90 ANCHOR CAPACITY ADJUSTMENT FORMULA: m0
Anchor Capacity Table Ib1) 'E'
ANCHOR CAP.,,,,,,,,, 1- z
SUbtlrcle: 2.72 Conercla 3.5k Cann. Hp6ow CMU Filed CMU RT Wood Me1s1 (DP„e)X( =ANCHOR CAP.,,,
Silo'Elw 174'S9 Eko LIB'Eko il4.69 Ela, 810 S1e91 012 91W 417 SNtl MULLION CAP,,,, ,,,,,
AnehorCllpPaRarne Anho,Firr 3118'Flw Uftwon Ile Etaulbeoon IAIO000 Y16'EkoUnr.cpn IN'EkoUnrcew Ap9rnG.1a Ubxw Apd.Get. Sol-IGS)Serctv(GS) 8-1135) USE THIS FORMULA TOOBTAIN THE*ANCHOR
Edge Ditlawe e•9 1' 2.112' t' 2.174' 3.111' 1' 2472' I' 2-112' r 3•V8' 2' 0.46' 0.54' 0.724' CAPACITY REQUIRED"CORRESPONDING TO AN
Em14Mmen1(F. 1-11' 1.314• 7.114' 6374' r 1.111• 1-014' 1.114• 1.1/4• WIC 1174' 2tale' Iola- Mrw ACTUAL PRESSURE REQUIREMENT FOR THE
2 Align ®4.75'1AFi,O.C.I Slsnd ld n4'Wtel clip(Fig It 3900. 390 Ib6 IW 109 0901w 1611 lbs 270 b 280 Ins 754 lbs 7401b1 314 IM 864 lb. 9461(. NI Iw 442 roe 5001. OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arc!+ori 6 1.15'Min.O.C.(Stendsid lot ORsel)Clip(Fig.21 400 6. Rip 101 WA WA NIA NIA 300 lb. WA NFA NIA WA WA a821W 9_5 bs neo bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Aner-0 3'Min.O.C.1(2)225 Angle C iM 11FIg.3t 7W be 700 IN 060 e. 1500 Ib6 logo Ib6 NO lb. 500 1. NIA 7001bg 748 Im M 11,s 19971b1 662 9. 685 ins 1+20 Ib6 I MULLION.IT WILL YIELD A MINIMUM ANCHOR
7 AMI,M 0451•K:1 G.0 IUG11p,5110 100'Alum.(Fq.4) WA WA NIA NA NFA WA NIA WA NIA WA WA NIA WA WA 950 to CAPACITY WHICH MAY BE USED TO QUALIFY
I A7tdwr 1 FUq(Fq.5) 195 n. 1%b1 725 Ib/ 415 p. 822106 13S lbs 1401M 171 Ib6 3701 1B7IM 332 A. 47311. I701bf 721 lbs 2001M ADDIIIDNAL ANCHOR OPTIONS FROM THE
2 A1c;iw6 1.15'Min.O.C.r F-Gtip(Fip.o) 240 bs 350 bf WA WA NIA WA 1909. NU NIA WA WA WA 1 341 bf 1 442100 1 560 b1 I ANCHOR CAPACITY TABLE.
I c0mpl yina with U,a F1.11d.
Mild ng Coda
A-pin-Ne ''�'t a•O
' I 1.250-- P..,,jFvI .Dale X104)
FIC!JRE 1_ FIGURE 2:
i� ---r--�(- • • • TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION O
• • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4'i fhde troducl Cauro
i - I
�----�• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGUk3': 11'F!'ri I
ANGLE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'250
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ;r
I ; • CLIP MUST
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 14,3.nn7a5
'
1) 7 I IN PAIRS.
I _ _ _ 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
100'
GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.00000 SHALL -
F d1 h2E 5' FIGURE 6: (CMU)
BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
i y9• l i 6063T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND
1 •
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE LEAST.125'THICK AND A36.ALL ....
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X LLL X.100' •` ',�,. C
1 1710 b 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNN, P.E.
FL P.E.#58705
TABLE t0A �
Mullion Capacity Tab. b1017
Opening V51d61(for vedicefyspeming millions)or Opening Height(Mr holizorfellyspenNng m1111ons) C!�e EYYY
1 SO in 601. 70% 106 0 %in 1100 in 120 in 110 in 160 I '
P.eC,vvle T,prlri•,q., R•c4n/Aar T•pRrl•nq. TRW TnpTriwq. R•tlanpvlx Tnprrdwn. RHI•, ., Ti•pff6.g P•tlugdw Tr•prinmg. R•tlpulw Tnp1h q. RW an., Tnpr7dan0 R•cltrgdin TI•p'rriarq d
j I
1.269325- l•adn luedin l••en Le W' 1•.6nq al
x.424' 9 d d+'1 1 M d"'1 ,g d.q l..Q.q LoMng L..6,nq L..erq L•.dnq l..di, l..d.q Lasenq L•.dm{ Pl. u�
Alum'Tube,f If _ f- f _ !pi J f- F D_ -- f.. t f.- E E... 'r D_ E E-- f.- L f- 6 __ C 9_ S 3- f .E„ E f... bb
Mullion • M !i8 4d �€ € € @€ $€. E iFg $ a€ a ?€ 4€ 1'€ 1 to F �. i ?€ a ; 3€ N
Ci
o F
424. 110.0 620 17001 WS 110.0 744 170.0 lit 000 ON 170.1 506 110.0 192 170.0 511 170.0 1116 170.0 621 170.0 INO 1700 521 170.0 1111 170.0 521 1706 1135 110.5 621 170.0 1%3 110.0 621 J W
.411n 1 110.01 706 17011 524 170.0 950 170.0 SM 1710 192 1700 630 110.0 1137 110.0 sot 1700 1215 170.0 671 110.0 1117 170,0 600 1100 1700 170,01 560 169.1 1919 ilea NO 1165 1175 like NO '� 2
(0.626 M,110.0 711 1700 1 147 1100 196 7100 671 1100 1146 110.0 691 170.0 11]5 110.0 123 1100 1316 1111 711 110.0 1114 1100 /N 174.0 1/17 170.0 1St 15751117 110.0 166 1)3.6 Ill/ 1700 166 T
� (1)
Min 1100 711..110.1 612 .111.0 956 1700 691 110.0 1116 170.0 154 150.0 1216 1100 101 1100 1434 1700 071 INA 1514 110.0 956 156.4 list 170.0 961134.1 1769 170.0 NI 117.7 1751 1700 MI 711 $ Q
m
601. Ilea 105 1709 701 171.0 1063 1100 1!1 1?,.0 1240 Ilea 171 110.0 1111 1700 94 161.1 IS11 170.0 9% 145.1 1511 IT00 1013 120.1 1511 110.0 1067 10].6 1511 110.0 IOtl %6 1511 570.0 1067 F fn 1140 J
531n 1100 130 170.0 116 1700 1116 list 150 110.0 1]02 170.0 940 166.6 17T0 1100 1016 1312 1110 1705 1075 126.3 1710 164.1 1062 104.4 1370 155.9 1012 111 1710 156.3 1010 19.3 1770 155.7 1011 � W
Nin 119.1 974 1790 106 170.0 1169 1700 103 166.6 1241 170.0 1002 I%.2 1219 1596 1013 121.1 1211 147,1 1000 109.9 121/ 179.0 911 Sol 1241 130.4 911 Ii.t 1249 121.0 97S 011 1248 129.0 976 Z p�6 m
J 721. 167.9 1149 1706 914 135.! 1019 150.2 117 111.1 1141 1729 116 104.9 1149 119.1 160 77.2 1141 109.1 NI 17.9 1141 1027 111 67.1 IOl9 94.7 175 69.5 1041 91.2 9]/ 624 1069 91.1 129 � J 2 ��
s IS!" 112.1 061 +47.1 tt! 111.9 061 1141 $05 101.9 NI 111.2 191 911 111 100.0 111 723 NI 91.1 706 710 911 66.6 161 67.6 941 726 711 61.0 Nt 710 171 14.6 141 73.3 136 fZ
J
: 161. 171.9 114 131.6 Tp 110.1 NI 110.] 161 91.7 191 102.1 153 62.6 106 !1.! 740 73.7 191 06.1 770 66.0 914 71.7 121 65.0 114 10.1 101 11.1 1!1 61.0 101 41.7 IM N.I 690 Q
%In 15.9 671, N.7 6% 71.9 611 7/.! SN {1,4 611 157 SiS 577 {it 61.7 566 41.1 061 St.! 551 170 ell 18,0 651 ]51 611 43.1 631 30.7 611 31.7 571 46.1 t71 71.1 516 04
Z Q O
961n 70.1 6% 726 527 991 690 61.1 511 50.6 *Z&
44.3 690 47.6 606 37.3 610 13.8 406 36.4 SN 39.6 IN 296 6% 34.1 177 25.7 590 71.6 461 22.1 6% 211 461 Ia" X yZ00
it
IN In 40.7 406 061 411 414 066 42.0 414 36.5 71.1 IN 32.9 402 21.6 116 29.1 306 24.] 4N 27.1 391 20.7 406 23.5 062 170 406 212 316 16.6 496 19.6 370 In tn
111 in 416 441 46.7 IN 382 441 Its 393 32.1 21.5 111 30.2 312 25.1 111 27.2 376 22.1 441 24.9 312 111 441 21.6 767 16.4 141 193 ]S6 i4o 111 170 3SI W f�>
It01n 367 lie ]6.1 711 702 379 31.4 371 26.9 721 71. 27.7 ]2! 20.1 719 71.7 725 11.1 779 19.6 721 15.1 379 161 311 xIM In 410 263 21.1 064 17.5 261 111 206 15.0 Q N Q O O
Z�ul
TABLE 10B Anchor Capacity Table(1h6) ANCHOR CAPACITY ADJUSTMENT FORMULA: - go
0C a'
ANCHOR CAP.,._,_ $
Subilmle 2.73 Omelets 3.5k Cao HtOow CMU Fllkd CMU pT wood Mad (DR-)X( ).ANCHOR CAP.,,,
0616 Fko U4•SSEko Via Eko V4•SS EIto 010Sled *12Steel 02 Steel
MULLION CAP.,.,,,,,,
Arcaa lype Y15 EkoIAlem Ilf EkoUaraton UOrMon 7'15 E1t01191im 115 Et0Utratw e0da Ulr9ton A Ilan Stma•I16 SLIM S(rM
Anchor Cllp PMhm1 A4g 9DRO ( ) (�) l� USE THIS FORMULA TO OBTAIN 7HE'ANCHOR
Edge 00ame 6n 1- 2-Vr 10 2-vr 3115 1• 2-V7 1• 3117 r 1115 r OAA OW 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embrd.ex lair 14C 1314' 1yr r I.V4• 1.114• ave' ave• 1-114• N-A
r 1-vel 14T late, ACTUAL PRESSURE REQUIREMENT FOR THE
2Arkpon@4.75MI,I O.C.ISlar-eNaObet COplflg t) Zap lof 106 430109 NO Ie6 ISM III 2/0 b, 200 to 354109 1101% 3149- 046 to 341- 442 V. 56010 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arenas®1.15 Mtn o.e/slruam(a Oroe1)c6p pip zl 400 be 700 Its NIA WA RIA NIA 300 xs NU WA NIA WA 6021% 86510; 1120b CAPACITY(FROM THE TABLE)OF THE SELECTED
780 b, too me NB bs ISN IDs IOMMS 540 bs Wait NIA 760106 Toots 10021. 662 b, 855 as 1120 Ila MULLION.IT WILL YIELD A MINIMUM ANCHOR
NIA WA NIA WA NIA NIA WA I41A WA NIA WA NIA WA Or,O Ie CAPACITY WHICH MAY BE USED TO QUALIFY
10510, 105113 223 IN 415101 62210 136 m5 +4l)to 1Ti 9n 370110 117 bs 413 to ITO be 221 ex2001e ADDITIONAL ANCHOR OPTIONS FROM THE
2A0 bs 3509e NIA WA NIA NIA 10090 NIA WA INA WA 3119- 4@AS 560 ae ANCHOR CAPACITY TABLE ^RDOl1CT RFiVISED
. ,S c.mp4ying,,6111160Fbr1d11
FIGURE?: FIGURE 2: 11.0cling Code 16-b2t$6
Atcep1mcc No
TABLE NOTES: a250'-
y Ex im7ionDate iQp$1
.� �1• II • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B
"1 Mind Dar.P oducl
I I I ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11 t t l 1 1)p
L--- --- 2)LINEAR INTERPOLATION BETWEEN MILL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE.rIfjL FE LN
ANGLE
-- -- - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,25 t-
(' f + • • • CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.` nln.SN705
IN PAIRS. "Or
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPEGFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM G90.WOOD SHALL 'L)1-IGURE-1: FICURE 5: FIGURE 8: 4'BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE /,•�
0083-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND
I' I .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A30.ALL r ., ••• ;,t-;
1 (� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624'
""'i
110 8 012 ANCHORS INTO WOOD MAYBE STEEL 18.6 S.S.OR 410 S.S. MULLION A.CVNNIA41Lt�'R,P.E.
FL P.E.A 58705
TABLE 11A
Mullion Capacity Table pbotmt7)
Opening VMdsh(lorvedlesly spe166ng millions)or Opsning Height(ITT hod2olts"panN7lp mWlons) Tw
604- 60 in /0h Xh 90h 100 in 12011 I40h t60in LLO
114cl.ng14 TIWT14np. Reu4,gWn TnpRMnq R.denpula Tnpr7Mnp. RetlmqulM Tr.pftAmq_ Re N.WAer Tr.DRAmp Recl.ngW.1 TuwTMnq. Rettenqulu Ire M A dmg0m Tr/ Mn Rec1 0. h4p?rlmq.
118x3A4 M M M D ••1 vyL rc
x..424 Lwdlnq Lwdlnp Lwdrq 1..610 Ludlnq Leedp Lwdnp Le.d,q lwdrq lc ednp lwdmp Le4e.q Loed.p Uednp \wdinq Ue ding Lwdnp leedinp g'Y i' 6
Alum.Tube E §_ § §_ § §_ § F §'- 6 S § §.. § §_ 5 �- § §.. § & § § § § E_ § §_ § § J_ § §_ a
Mumon s€ $ V G€ $€ e € ? 4€ $ ?€ k �� C4
u d u! u 4 u u u u5 u
546 fi5 5 �b � P .T' 5 , 53 % 177 a?'m W
as fa aa �€ fa s€ fa z fn
4211 110.0 620 170.0 415 110.0 744 1100 471 170.0 SGS 170.0 $06 170.1 992 170.0 51! 1100 the 170.0 621 170.6 1240 1100 621 1700 Us$ 170.0 $21 1700 1715 1700 521 110.0 1911 110.0 621 O W
It In 1700 lot 110.0 524 170.0 150 1700 684 1711 991 1700 670 170.0 1177 170.0 601 ino 1116 110.0 617 110.0 1411 1700 660 170.0 ilea 170.0 660 170.0 1911 1700 610 170.4 2267 MA 660 _ N
60.62Sn 170.0 747 Ito It 567 in IT a96 1700 611 1700 1046 1700 164 170.0 IIN 1TO0 727 170.0 1116 IN.0 147 Use 1494 170.0 758 00.0 t193 170.0 764 170.0 MIT 171.0 756 1700 2701 170.0 766 �
11 in 170.0 791 710.0 677 170.0 156 woo set 111.0 1111 171.0 751 LOA 1215 170.0 107 116.0 IIN 171.0 037 170.0 Iset 110.0 m me tell 170.0 661 170.0 7211 1700 061 1X.2 2407 110.0 161 LU C
Goin IT0.0 XS 1710 101 170.0 $067 1700 191 170.0 1210 1700 176 ITOA 1111 too !11 Itoo 1591 1700 996 110.0 1111 1701 1011 Ina 2126 1700 1067 141) 2163 170.0 10U 179.1 2K7 170.0 1167 1=-• N (MO NI
671. U0.1 910 1700 1/S 1100 1111 Vito 850 170.0 1102 170.0 NO 110.0 1118 1700 1015 170.0 1173 170.0 1076 170.0 1159 110.0 1122 ISS.f 2060 171.0 1169 1346 2060 1700 1111 111.1 ZOX 1700 1171 V
� W �
fj 6611 170.0 971 I/o.0 0.
in 1700 ties 170o 901 170.0 1]61 110.0 1002 1700 IS58 1700 1066 1TOa 053 170.0 ties 170.0 1941 170.1 1210 1430 1966 +10.0 1215 1226 1966 170.0 UX 161.2 1766 110.0 +760 m
C
12 1, 170.0 1063 170.0 111 170.0 1775 11oo 1009 000 1411 170.0 1126 170.0 1700 1700 1721 151.1 1734 170.0 UIS 110.7 1134 let$ 011 116.9 031 16S9 13M 99.1 1134 1X.4 1757 60.7 1771 150.2 1752 � -J LA B 3W
3 76 in 00.0 1122 170.0 971 1700 1716 1700 Ino 161.5 ISA 170.0 Me 111.1 1656 166.2 1215 171.1 1556 1615 1766 111.9 1656 1413 1251 91.3 less 121.3 1279 66.2 1556 1223 1211 731 1556 121.2 1216 � �� � z
J
So 7811 110.0 1151 170.0 967 170.0 171 170.0 1116 1S50 1471 169.7 1245 176.4 1171 152.0 4224 121.2 tell 139.1 1206 NSA tell ins its% 609 1177 116.9 Iln T/.9 +111 111.1 Ilss 60.2 117/ 1073 IfA
9011 M1.0 Ilio 116.5 !86 1111 1110 127.9 961 101.5 1110 1079 751 111 1710 96.7 976 107 1111 11.5 971 710 1110 60.1 910 69.2 1110 111 bl 50.7 1110 656 OI IIA 1110 62.7 Il0 f" �
Z N
1611 IfI.D fif 1107 117 11.5 115 1615 660 67.8 1624443
M2 732 9/6 70.6 I7q 650 fii 11.2 111 X.S !IS KA /ot 191 0/6 f7./ 167 411 fif $]0 716 71.6 9/1 19.7 167 f X z C
1011„ 122 Tll 10.0 660 .616 711 70.7 106 61.7 671 SIA 711 60.7 661 45.1 111 490 See 11.1 711 44.1 641 34.7 771 719 072 294 171 IS.O 621 25.1 111 32A 612
Ili in 16.1 I7q It,) 661 61.1 710 65.0 650 64.1 NO 11.7 710 49.9 631 42.1 770 450 122 77.9 T 1 Sit 171 71.5 110 351 500 77.0 110 11.7 511 23.1 130 71.6 SII W M b �
1201n $9.9 124 61.0 609 49.1 124 512 SX 42.4 652 31.6 624 39.2 644 77.7 its 353 6)T 30.0 824 32.2 671 150 671 21.7 SI! 10.1 671 71.7 Sn 117 621 22.5 601 X
u)141 I. 34.1 437 35.1 400 28.9 117 27.4 396 Sea no 1 21.1 437 22.4 Iles 19.1 13] 700 711 11.] 437 U7 316 Q N Q O O
(L z In cn
ABLE 118 T ANCHOR CAPACITY ADJUSTMENT FORMULA: mC
Anchor Copecity Table(lbe) ANCHOR CAP.,,v,,,,
Su061rYe 27x(bl[n7e ask con". Hdb#Ulu FIIeOCMU PT Wood moll (DP�)X( )=ANCHOR CAP.,,,
510•Elto 114'99 Eke 914'Eko 114-35 Elto '"06140
#12 steel 012 steel
Qrleh6rCllp Pellerpo
Am hot Type .3116 Eltouele0m 1741 EKouAnton Utncon Vis,Elto UlreOon 171 EkoUxrMon AgpeGIIW Uamt4n AgpleOda 9t"(W)Sl"(G6) SIIW(" USE THIS FORMULA TO OBTAIN THE*ANCHOR
EoSp Oslame n) 11 2.117 1' 2-177 31t2 1• 2-v7 1• 2.177 1 7 3.12' 7 0.4r 05/• 0.321 CAPACITY REQUIRED'CORRESPONDING TO AN
Eftednml n 1141 14c 1J7r tyr 7 A-ve 1-11r t-1141 1-vr b11r 1-171 7 148• t yr wx9 ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors @ 471 MIR O,C.I SUrd/r0 or 0601 Cap itlil t 390 Ds 390 Too AM lbS NO Me 16"IDs 2/0 D7 200 x1 354 eM 7401t6 374Ibs 661 Da //6 to 341 NS 442101 760 to OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archin 1.15•MIA G.O IMarxism w 010,e1 C (1l 2) 480 IDS 70D to NIA WA NIA NIA 380 to NIA WA NIA IIIA WA 602 A» XS fa 112oft CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arctpn 3 Mh.O.C.I M 215 Argin CIpS/ 3) 7w cos 780 a 680 bs 1560106 logs ros 540 in 560 fa N01 760 its 748 05 Deo Ila 1S92Its 61020)s am to 1120 Aa MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Arcrors 0 51'Min.o.C.1U into.100'Aloin 4 4' NIA WA WA WA WA uu wA NIA WA NIA WA WA MIA IIIA U61 a1 CAPACITY WHICH MAY BE USED TO QUALIFY
I AnC11of1 FCIp p 1911m 196 ws las Ats Wsroa 172 to 135876 t/o los m17f 91a1bs tet Ds 3332 as 473 ka 1lo los 211101 200 Aa ADDITIONAL ANCHOR OPTIONS FROM THE
2 Antrors 1.161AIrt 0.0/F_C6 2.,o7 350 Its NIA 10A NIA NIA 1. NIA WA NIA WA WA 911107 442 to 1 560 Ga I ANCHOR CAPACITY TABLE. PROOIICT R6VISBD
m complyini with 100 Fkxib
FIGURE 11 FIGURE 2: 1,250'_- Ae-TAlg Cede
TABLE NOTES: c■rl7e'onu.le 202)
' • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi Dab 1700011
.517111111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1%:1 .YPA1,.'7�1
FIGURE 3: 3.94' 7'���,.. �GI:NS(: '•``
I- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ?
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS .. '
{{{ ` . • • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 711 f`170:>
�- IN USED
110 PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �. r•,-
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ;fl:l
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -624, ••,
O • 6063-TS AND BEA MINIMUM OF A00'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ` L�;'•, A'Lt,fTtpr• '�7 `
j I • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL '��LSSS, ••••••' (.C s\�
1 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 711 �f)�.)/�( l
t i I I
010 6#12 ANCHORS INTO WOOD MAY BE STEEL,15.8 S.S.OR 410 S.S. 1.25'X 3.04'X.824' A.LYNN MILLiR,P.E.
l ,J MULLION FL P.E.#58705
TABLE 1ZA r
Mullion Capacity Table Ib9IRs • 88
Op•ning Width(for verdcalysparR9rlg mthions)or Opening Height(for Inlizontsky-sparing mullions) N X
So In 'Nin 701n N in N in 10o In 120 In 1401n 460 in
Raelanpllar RWT4.q. Radangdar TlapTlen4 Raelengular TWTd-v Ra9langulrt Tapndarlp. Reclanpl1. TraprFA4ng. Recl-v,4-1 Tnpndang. Rectang isr TWtdanO. RaclangUar TlapnMng fiWanptar TepTdanp. O
271411.26 L..*v 'Lo dng Lagng Loadng LognO Losdng Leadng LOad41g L.dng Loafing Leadn9 Leafing leading Lagng Loafing Loading Losdinp lnadng l
Alum.Tuba
Mullion
to
421n 110.0 620 1170.01 135 170.0 744 170.01 471 170.0 1 bel 770.0 609 770.0 9112 170.0 519 170.0 life 170.0 521 170.0 1240 170.0 521 170.0 1166 170.0 521 170.0 1735 110.0 621 170.0 IB61 170.0 721 O
4691 170.0 7011 170.0 524 170.0 650 170.0 504 170.0 992 470.0 670 170.0 1133 170.0 NI 170.0 1276 170.0 1177 170.0 1417 170.0 680 170.0 1709 170.0 660 170.0 1883 170.0 660 170.0 2267 170.0 660 W
J W
50.625 In 170.0 717 170.0 093 170.0 896 170.0 631 170.0 1046 170.0 094 170.0 1495 170.0 723 170.0 1316 fTO.0 747 170.0 1494 170.0 756 170.0 1711! 170.0 709 170.0 2092 170.0 709 170.0 2391 t70.0 756 Q,s
51h 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1111 110.0 164 170.0 1216 110.0 111 170.0 1434 170.0 637 170.0 164 470.0 088 110.0 1913 170.0 881 170.0 2231 170.0 661 170.0 2650 17o0 Nf W Oa Q
Nb 170.0 665 170,0 701 170.0 IN3 170.0 797 170.0 1240 170.0 616 170.0 1117 1700 914 110.0 134 170.0 909 170.0 1771 170.0 1033 170A 2126 170.0 1093 170.0 1479 1700 1053 160.8 26W 170.0 1063 � Cl)
03 In 170.0 9311 Wtic 746 170.0 life 170.0 809 170.0 1302 170.0 NO 170.0 1109 1700 1015 17•.0 1673 110.0 1071 170.0 //L 170.0 1122 110.0 7231 170.0 1169 188.7 1653 170.0 1171 115.0 2157 170.0 1171
1b 651n 011.0 074 110.0 749 170.0 /fee 170.0 093 170.0 1364 170.0 1002 170.0 168 170.0 feel 170.0 1733 170.0 1155 170.0 148 170.0 1210 170.0 2336 170.6 1276 151.9 2437 170.0 1268 1329 2437 170.0 1209
721. 170.0 1053 170.0 578 170.0 1275 170.0 1001 170.0 1488 170,0 1126 170.0 1700 170.0 1728 170.0 11113 170.0 1316 170.0 2125 170.0 1367 14611 214 170.0 1484 124.8 214 170.0 1529 109.2 214 170.0 1530
y 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1610 170.0 1209 170.0 174 170.0 1371 166.1 ON INA 7421 IWO 1980 170.0 155 127.0 1909 1111.5 146 109.1 1060 14.0 165 1129 1960 162.7 1531 � W
761n 170.0 1151 170.0 097 170.0 1341 170.0 1116 170.0 1611 170.0 1250 170.0 142 170.0 1369 152.7 IN1 170.0 1474 137.4 161 IN.1 1600 114.5 1641 147.3 1473 09.2 INi 131.8 1459 65.9 feel 137.6 1454 Q N O
Nh 170.0 1321 170.8 1144 146.1 134 156.0 1111 127.8 UN 136.0 11N 111.6 1306 01.3 1179 19.4 1398 110.2 1162 We 1398 IOW 1147 74.6 1309 84.9 1122 63.1 13M 111.7 1105 66.1 134 71.11 Im Z J
05 In 111.4 1709 151.5 1084 122.9 1221 127.8 1079 109.3 1229 111.2 lo" 92. 1719 98.1. 1014 11.0 1220 84.6 1020 73.7 1229 $2.{ 1618 MA f2M 72.2 03 52.7 1229 09.1 977 46.1 1229 $2.1 097 h �.Z � .0
IN h 15.6 971 109.6 1177 09.3 •71 69.0 093 7{.0 971 77.7 40 4.7 971 09.1 437 67.5 971 61.8 1126 61.6 971 09.6 175 13.1 971 19.0 74 37.0 971 44.0 782 32.4 171 We 771 fn N p O
111 M 02.4 9711 97.3 6726 70.5 gig 81.1 411 "A 118 70.9 609 69. Ig 62.9 74 53.0 Oil 54.7 784 47.7 909 51.6 774 39.7 1119 44.11 76 34.1 019 40.2 742 02.6 910 37.1 732 1n '✓I
W �(
120 h 15.5 709 76.8 718 117.9 709 4.11 709 67.9 709 65 6 695 47.2 766 40.1 609 11.9 709 41.1 671 77.7 709 406 1109 71.1 766 31.9 653 27.0 709 31.0 41 23.6 709 16.4 631 V 1n
144 h 43.7 609 02.2 64 36.4 516 37.0 402 31.2 646 31.9 491 27.3 616 28.2 409 24.3 602 16.3 470 21.11 602 22.8 474 162 548 79.11 464 16.6 46 17.2 I6 13.7 SN 16.6 096 V X Q O O
11c"
Z
RLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: a E'O O
AneNor C6 1d T•W9 IDs
ANCHOR CAP.,,,,,,,, - Rin
DIY
subtlim 27k Cmrde 36RCak. 110.OAU F9kd CMU PT Woo6 Meal (DP„„,)X( )•ANCHOR CAP... � � 't
6115 IV 111•SS Eko HIS Ekg UI'6S Elco Mb Sita 412511109 MI2 Steel MULLION CA -�
Anchor Clip Patter• '°rKl10r TIP• Y16 Ekouar:m yr EkOuaracon ulncon yfC ENOU6rrm yr Ekouancan �•p 111111 Aggreodn scnwlotsl s-lc stre.(Gs) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E tlslame n 1• 2.117 P 2-117 3.111' i' 2-wt 1• 24R7 7 3-ffe' 7 0.46• o.34' 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN
EmOeane%(In 1_314' 1_3•4' 1_314' 144 7 1•v4' t-vr bv4' 741r 1-v4' IAN* 7 1-31• Imr vales ACTUAL PRESSURE REQUIREMENT FOR THE
ron 4 7S MIn O.C.I SI•IM Or 01601 C 16 390 Ds 309 Rs 450 lbs gel Igo 1661 los TIO IDs 280 Ria 34 bs 740 lbs 374 On 84 w6 46 as 341 gn 442 D6 560•e OPENING,WHEN IT IS LOWER THAN THE MULLION
1 Amts 269'Mh O.0 1510,10ro a Onset C1 3 140 bs 740 cs 6301bs 1465 Ab 1424 On NIA 5M" ILIA W510a NIA 609 RR WA 882101 1165 5s 11211110 CAPACITY(FROM THE TABLE)OF THE SELECTED
6Arenas 171•Min.0 a I SlalOeroa CMelc 4 1151bs 5o1 76 ba 10617$ N/A NfA 705 It6 NIA MIbs NIA WA WA 1002im 1327 as 1609 Rs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Areron 117 Min.O.C.1 215.8 s1 109 bs 7 Nobs 1500 IM IWRn Obs 5609. NIA 76o ib 745 bs ON lis 180296 882 bs aN Rs 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY
6Amron TMin.O,C.! 2 A feta r 6' 117obs 1170 Rs 1000b5 23/0 IN 28446s 6 s 640Rs NIA II401b IMMS 13211 a6 �INVA
10221bS 121 Its 16NIt6 ADDITIONAL ANCHOR OPTIONS FROM THE
3Are ron 1.3/'Mn.O.C.I UC In10.12Y Num. ti/A IVA IRA WA NIA NM ILIA H/A WA NIA WA NIA WA 1173ANCHOR CAPACITY TABLE.
8Arron 04-Mh.O.Q IUC ml•.178 Num. 0 ILIA WA NIA tVA NIA NIA WA HIA WA IIfA WA ILIA WA 21 Re pRODUCT RGVISED
2A-AtM 2.611'MIn O.C2 FC 370 4n 370 Rs 315 bs 74!IOa 712 b ILIA 2WsNIA 34a Ib I41A 4101134 311bs 412bs 560 ft as complying MCI,The Florida3A11'ras 171•MIn.O.C.f F 0 .1 443 ba 525 Os 3n Ds 013 a• NIA NIA 357105 N/A 309 Its NIA WA 511Rs 661 AY 4002 building Cale
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES.AS THE STANDARD CUP. Aaeptena No,6"0218.03
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Prpirnlf 17 Date
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4'. By
• • • • • • • TABLE NOTES: 2.000' 1am Unde Frodua Can
\\\11111 II Ir .'
• • • • • • •
GENERAL INSTALLATION 1 FOR TINS MET IONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR
FIGURE 5: FIGURE 8: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS LS ALLOWABLE.
• • • • - 4,000' : f+f iJo.657175
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN .250"
• • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE ' // f.•:.-
• • LOCATIONS. ,.'C •."_ A
��1Ii
FIGURE 7: FIGURE 8: FIGURE 8: FIGURE 10: 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT :(%•.•'-
ANURE CLIP ) F'.ORtOIj.'
• •
(FIGURES 5bT BE 6) (CMU)SHALL CONFORM TO ASTM GBO.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. '��!`s,'•••••• •'�;`.j�:�\
11 [. • • MU N PAIRS. G UGIE).STRUCTURANUM SMALL BE L SBTEEL TO B3-TS AND E AT MINIMUM
.125'THICK CK ANID A36.ALL ANCHORS INTO M TEEL STUDS TO BE A IAL HALL EXTEND DMUM GRADE 33 NATOLEAST 3 SCREW 45'THICK(18 2%4'X 25'MULLION 74'11�('.)(J
IEL II� THREADS BEYOND THE MATERIAL.010 b 812 ANCHORS INTO WOOD MAY BE STEEL,1118 5.5.OR 410 S.S. A.LYNN MILLER,P.E.
FL P.E.O 58705
TABLE i3A
Mullion CaPacky Table Ib$Me
Op•ningWldlh((oraertiuRy-sperrlrgmJeora)orOp•ning HH ht(brhorizonialispervirgmUlions)
SD In 60 in 70117 I eon oam 100117 1 12D In 1/01n Isom r~a <
Re^!e 04• Tr1yA'U q. Recl.ng.A., T•eprrdeq. R.clengul•r TlWr1•q. Recl.W., Tnp(Td.rly. ReclnWW Tr.prTd-g. R.clen9der TmprTdeng. RxlenPrl•r Tr•p/Tden9. Reclerqul.r Tmprid,n0. ll clen011er Tr.prld.,v
2 x 0 x.25 toodrq Lo.dng L"dng Lwdrq to.drq Loafing L•.dng Loeding toedrq LmIng Lo.dn9 L.dmg Loading U d V Lo.dng Leering LmdIrq Loring
Alum.Tub• gg qg_ _ _ qg _ 4 R i u
Mullion _ _ 3 d o 3 B B .. a e_ °B o u'S n a is ' d
to
s@ oty e co
ru
4230 17oa ego 170.0 435 170.0 712 170.0 128 170.0 eee lino toe 170.0 942 17o.o 5117 170.0 111$ 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 1735 17og 521 +7o.a 1907 17o.a 521 O F
LU
12717 170.0 704 170.0 524 170.0 $30 170.0 6m 178.0 902 70.0 630 170.0 1123 170.0 001 170.0 1275 170.0 $77 170.0 1417 17x.0 Seo 170.0 1700 170.0 ego 170.0 1947 170.0 eve 170.0 2267 170.0 $eo z w
3062530 170.0 m 1705 307 170.0 eve tro.o em 170.0 1016 170.0 664 170.0 LIDS t70.o 723 170.0 1215 170.0 747 170.0 1404 170.0 755 170.0 1707 170.0 750 170.0 2002 170.0 758 170.0 23e1 17o.o 756 a_ ((f)
um 170.0 107 1700 612 170.0 Om 170.0 $21 170.0 ilia 170.0 751 170.0 1275 +70.D 107 170.0 1434 170.0 a37 170.0 1594 170.0 $56 170.0 190 170.0 eel 170.0 2231 170.0 Dei 17o.0 2550 I7oo 301 w O$ 0
m f
6017 170.0 ees 1700 701 170.0 1067 170.0 7177 170.0 1240 170.0 670 170.0 1177 170.0 111 Iro.0 1$94 170.0 996 170.0 1771 170.0 1037 170.0 2125 170.0 1062 110.0 2470 170.0 1053 170.0 2833 170.0 1003 � � N
elm 170.0 930 1700 116 170.0 1116 170.1 850 170.0 1302 170.0 040 170.0 1406 170.0 tots 170.0 1673 170.0 1078 17o.0 1859 170.0 1171 170.0 2211 170.0 1100 170.0 2603 170.0 1171 170.0 2075 170.0 /17I
g fern 170.0 974 170o 789 1700 1109 170.0 903 170.0 1364 170.0 loo: 170.0 15M 170.0 loge 17o.o 1753 170.o 1155 170.0 1945 Too 1210 170.0 7338 170.0 1275 F70.0 2727 170.0 12M 170.0 3117 170.0 1210
7214 170.9 1063 170.0 e71 1700 1275 170.0 1009 110.0 140 170.0 1126 170.0 1700 170.0 1220 110.0 1913 170.0 1315 170.0 2125 170.0 1307 170.0 2650 170.0 1430 170.D 2073 170.0 1629 170.0 7400 17°.0 1530 Z o Yx �
70 In 170.0 1171 170.0 877 170.0 1346 178.0 1D80 170.0 1570 1700 1209 170.9 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.D 2692 170.0 1629 170.0 7140 170.0 1694 170.0 3300 110.0 1705 .=.1 U1 S Z
7830 170.0 1161 110.0 067 170.0 1307 170.0 1116 170.0 1611 110.0 1250 170.0 1612 170.0 1769 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2707 170.0 1700 170.0 7223 170.0 1777 170.0 3a57 170.0 1706 < J
001n 170.0 1728 170.0 1144 170.0 1504 170:0 1328 170.0 1850 170.0 1498 170.0 2125 170.0 1053 170.0 2391 170.0 ITO 170.0 2650 170.0 1018 170.0 3166 170.0 2125 150.0 3417 170.0 2277 175.5 3413 170.0 7761 Q Z N O
MIn 170.0 1.11 1700 1232 170.0 1700 170.0 1434 170.1) IfS3 OMIT 1622 170.0 2287 170.0 17D4 170.0 2550 170.° 1052 170.9 2873 170.0 2005 160.0 3199 170.0 2336 137.1 3109 188.6 2470 120.0 7491 156.1 2425 F ��yF 0 O
106 in 170.0 1594 1700 1100 170.0 1017 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 161.5 2781 170.0 2171 146.3 2761 161.9 23U 123.8 2101 110.4 2281 105.9 2761 126.0 2731 82.7 7761 118.0 2100 N N
111 In 170.0 tem 170.0 1164 170.0 1966 170.0 1700 170.0 2291 170.° 1932 170.0 2621 170.0 2149 151.5 2632 1673 2245 136.6 2532 148.4 2210 113.8 2672 120.4 2106 ILA 2672 +ISA 2126 85.4 2672 NO3 2096 � X
Y
1201n 170.0 1771 170.0 I I$ 110.0 2125 170.o 6660 154.4 2252 1501 IPoI 135.1 2252 111.1 1064 120.1 2252 127.2 I9m 105.1 2252 Ile.l 1►+S 90.1 2252 09.8 1172 77.2 2252 $8.9 1830 670 2252 S1.4 15oa N W
x 3
14 In 125.1 1564 126.6 1445 lot2 1581 1od.1 1225 eel 1564 Dts 1107 76.2
N. 60.7 1700 60.5 1504 72.7 1373 e2.e 1561 65.7 1758 52.1 1561 56.0 1330 11.7 1564 49.2 1305 70.1 1561 46.1 fI67 Q N Q O O
ARI IF I IR a Z to�o
ANCHOR CAPACITY ADJUSTMENT FORMULA: C
Anchor Cailacltv Table Ibe) ANCHOR CAPi
Anchor Cllp Patterns 'U1p^0f TY� y10'Elco 01I 1//'Eke Ubr.can Of
6u.k.le: 2.ib Conrad. 3.Ss carve. Holm U Fred CMU PT Wood MaW (DP..)X( }c ANCHOR CAP...
916-Ek• 1R•SS Eko 5116'Eke 141'SS Ek. "o 81x30 112 91,11 x12 5117 MULLION CAP.,,„,,,,,,
U9xan y1C Eko Ulnadl 1R•Eko U.__ n90reG.W Ulm. AM.O.tor strew(GS)Sera(G5) Bcrc«(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edg,Dia...1. 1' 2aa' 1• 2.112• 3116' 1• 2-VC 1' ata' 2' 3.11r 7 0.46- 0.64' 0.321- CAPACITY REQUIRED'CORRESPONDING TO AN
Embeftmi(m): I.Y4' 1.Y4' t-y1' 1-314' r 1.114- 1.114- 1.114' 1.114' 1.114- 0114' r 1-yr lye- 5.d.. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Arch- 1.75-MIn.O.C./Slend•a a Of.d Cl F .162: 390 ros 390 M. 1 450 IM 1 $90 ib5 1644 be 270 M. 2901. 3541.. __1401A 3141. 664 lb. 945 R. 341 k. 442 Ms Seol OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ansnon A 4.6r Mm.O.C.I SWr4ad for Oftel)Cl FW.1), loo Ibe 79414 1 goo S. 17501. 3232 R. 540 Ib. 5501. 700 N. t480 IN 748 lb. 1272 R. 16921. 6821. 685lb. N20Ib. CAPACITY(FROM THE TABLE)OF THE SELECTED
5 Ancl.n&1.71•Mm.O.C.I S1.1aatd.1 O1ee1 CISp il`ig 41. 11601. 11001. 101019. 2595 lb, WA WA s4o be WA 1065 lb. wA WA WA 13531. 1770 w 2240 Ib MULLION.IT WILL YIELD A MINIMUM ANCHOR
1 h-8 J•Min.O.C./22x5 bq./ : Too ib. .760 D. 680 I. 15601. 19961. 510 b. 560 i. N/A 760a 7461. 880 b. 18921. Sa21b 8e5IN 1121 I. CAPACITY WHICH MAY BE USED TO QUALIFY
8 Anchor. T Min.O.C./ 2.5 A lea / 57. 15601. 15601. 17601. 3120Ib. 3192 lb. 1080 bs 1120 Ib. N/A 15201. 1496 1. 1780 t. 7761 I. 1767 IN 17701. 7240 r. ADDITIONAL ANCHOR OPTIONS FROM THE
x Archon. 1.6-Min.O.C.122.5 / .7.1630 Na 2100 Ra 1110. 37501. WA WA 17201. WA 73001. WA WA WA 70451. 2664 roe 33601. ANCHOR CAPACITY TABLE. 1`NWnICT REViSBD
4 Ami.1. 1.34'Min.O.C.I U 01 No.625-Abim Fig.8) WA WA WA WA WA WA NIA WA WA WA WA WA WA N/A 1430 bs 175 cemplying rVI�Ilh[! PIf1f%Ra
Arlct.n 0.64•MIn.O,C.I'JCI 3010.135'Alum.F .0: WA WA WA WA WA WA WA WA WA WA WA WA NIA NU 2661 Rn h 2.000'--i Building Cade
2Anclo.04.W Mn.O.0/F F .10. 7001.. 3901. 4501. 500 b. Id Ialb. 21064I tag IN 1 354 roa 1 74064 1 3741. 63811,11 946 a. 711 ros 442Ib 560 lbs Acnpwloe Not _0218•n
/ 1.71'MIn.O.C/ 42' .11 590 ba 700 b1. SOS% 1294 b. WA WA 4701. WA 53365 WA N/A WA 662W Al1. 1120 b. 2�, __ A ir.Ii Ik.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: Dy
_ hliem 07'roducl Coo
FIGURE 1: FIGURE.2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE B:FIGURE t0: FIGURE ii: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON I I,.
• • • • • • • • • ) ,\1\1111
LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • \. ..i.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. �••' -O'rSC '.F�
8.000'
• • • • • • .. • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS - 14r; 5870!i
21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON t,
FIGURE 5: FIGURE 0: FIGURE 7. SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE
• • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �)• - S4.'a �!l:
I (FIGURES CONCRETE BLOCK UNIT(CMV)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED
MUST BE
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606370 AND BEA MINIMUM OF.125'
c•n •. •\
� • • • • • • • • USED M THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO _ �•;'�)� A, `x`15
_ BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW '7••1N'M•, 51`
_J PAIRS. 2'x 6'x.25' A,LYNN'M#5870 P.E.
THREADS BEYOND THE MATERIAL.010 0 6412 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION
FL P.E.M 5870.5
TABLE14A
Mullion CN ■c Table Ib91R' tttt;S;S"�
Opening wi a lh(for%mrVu!y Ulbro
-9pand mor Opening Help hl(forhDdzontely-9peMltp mUllons) y�7'� q
601n 6D 1. 701, 00 In 901n /W In 120 In Ito in 100 to LI O
Ree;■rou�r napTd■ro R.O.'VA. Tr9P'Tnaro_ R.lIuWls, Trap/Td.rg ReclerpUar T,.Prtnarp Ralerqulr Traa7fdarp. R.O.NNar Tr4PT■aro. Re<lanpsat TI.pfTdarp, Re0laroJr Twffftn9. Re<Uror Tnr✓Tm-v
0
G K
1.25"N 211'' Lediro Lodlrb Lwdrw Loaaeq Lodatp - L..dng L"dwV Ladiro loedro Lo.aro Loadiro Ladkq Lor)ro loadro Loadrq Laadkq LOdlro LOaairo �Y U!
x.125"Num _ _ $$$$ a6
Tube Mull ISE �' ggg � � � � �' 0�' � d � �' � a O �
IT M 144.2 526 167.0 470 12021 526 1 14801 419 107.0 52a 13e.9 414 901 S26 134,61 411 60.1 526 134.1 411 121 526 1134.11 411 60.1 1 526 13411 411 51.3 1 526 1 134.1 411 4S 1 526 174.1 111 0
111
461n 90.6 4W 100.01 333 60.5 1 4W 91.7 325 69.0 403 00.4 720 60.4 403 01.4 717 57.7 403 70.1 315 46.3 403 70.6 314 40.3 403 me 314 34.5 407 76.6 314 302 403 70.5 314 yy
E0.6251n 023 367 91.0 1 301 66.6 302 79.3 294 08.0 362 71.9 259 51.5 362 67.7 206 457 362 64.6 284 41.2 362 63.5 283 34.7 392 63.5 203 29.4 762 675 203 251 362 63.5 70.7 LU C of O
64 In 67.6 318 741 1 257 565 316 64.2 261 485 316 57.7 256 424 318 53.5 233 37.7 316 e0e 250 339 318 40.5 249 28.3 310 49.1 246 243 710 49.1 248 212 Ma 49.1 246 CO 1--
80M 19.5 250 63.1 219 .413 268 45.7 214 35.3 258 40.7 210 We 258 37,2 207 21.5 758 34.9 204 24.7 259 33.4 2W 20.6 250 32.2 201 17.7 266 32.2 701 15.6 258 71.1 201
63 N 12.7 231 45.6 100 35e 231 38.1 109 30.5 23/ 117 702 26.7 231 31.6 169 7J.7 ]3/ 19.1 165 71.1 731 70.0 181 17.6 234 26.6 143 15.7 234 26 6 183 17.1 734 26.5 +113 d _:J3
661n 37.2 I17 39.4 167 71.0 21] 37.7 17t 26.5 71] 29.0 176 77.7 713 27.0 177 70.6 717 25.1 110 188 2q 237 180 1S6 773 712 167 t3.3 117 720 166 11.9 717 22.0 16e Z UI &�'
e
72M Y0.6 179 70.1 156 A9 179 2s.e 152 2114 179 725 149 17.9 179 211.7 117 1111 179 1e.7 145 Jc y
78 M 24.7 161 25.4 140 20.3 lei 21.6 137 11.4 181 19.0 135 +3.2 101 17.0 137 =6 V Z
J
78 fn 715 1S2 23.6 133 780 +52 19.9 131 16.1 162 17.s 7]6 Q N
~ r Q N O
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor C■ ■cl T■bl■ b■ ANCHOR CAP.,,,,, ` ~ Z o '�
_ 9Wskate 2.7k Contrtle 3.91 Cve. Ho"CMU FRe9 CA61 P Woad Mdd (UP.)X( 1=ANCHOR CAP.", in X
MULLION CAP.,,,,,.,„, vi
5115'Eko 1f4'lS Eke 6/1C Eko ft
211-1.4rchv Type. J'16'EkoUIIcU1 1If E11o9111xm IlOarn 3/16•Eko Veracon IN'Eke Vllrerm AggmcuIn Inita<W )UIw(o5) anewto) USE THIS FORMULA TO OBTABJ THE'ANCHORxAnchor Cxp Pe1Mm■ CAPACITY REQUIRED'CORRESPONDING TO AN 1' 2.12' 1' 2-1? S» t2.1fY t2.72' Z 3.1IS0.54' 0.7]4• F. to
7• •vv 1-iN• 1-v1• 1-Hr 1-vrLYS vanes ACTUAL PRESSURE REQUIREMENT FOR THE U - Q O O
IN
WA no 10■ 745111 e�olOa 5e6Im 1170I0s OPENING,WHEN IT IS LOWER THAN THE MULLION d��� Zm0 �
CAPACITY(FROM THE TABLE)OF THE SELECTED
MULLION.IT WILL YIELD A MINIMUM ANCHOR g 0
CAPACITY WHICH MAY BE USED TO QUALIFY G 1'IL-7
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.266-1 t•IiODUCT ReVIS11D
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 01 complying wl9r the F MI&
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Acttptanc0
Ac"plIu Godo I(o••021b•423
FIGURE 1: F No
Capirelim Dat< lb�,I
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, 2,116' By
- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mia Dade Product
.125'
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `Ott i\(1.+:I...10:'1.
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �.��!. ry;f •.•F.P
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063.75 AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(IS GAUGE).STRUCTURAL STEEL TO BE AT 1.26"X 2.11'X.125'MULLION Q'•• _
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) - is p!.1.58705
•- THE MATERIAL,A10 E#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. .-
01
( A.LYPIiV1MILC��i,P.E.
' FL P.E.B 58705
TABLE 13A •�rt
Mullion Capacity Table Ib•fA1 *✓,' n'
Opening Width(for yeNca!y-sparring rydions)or Opening Haight(for horl7nri6kspemlrg mUliOro) ^�
ISI wt 6o 6r Tah •D 1n 90 In too 11 IN 11 Holm, loom o
fl x T:ep den Reclen9u er Tr
's%U 0 sp•Tdeng. Recl4npl., MWTdsng, ft.d.ngller Trsp2Tden9. Recinpdx Tnprtdsnp. Reclerydu I Tr6prtd4ng. R4e14npdx Trap7Tden9. Reclenp4n Tep71d4rq R<cunp0ler TrepRdsng e:+� K
1.15"30 a6ding L9s4rq Ladn9 Lowing Lnsdng Leedng lDadine Lading Loedln9 U.dng Lowing LadmO Lasting Lnedno Looting Lo46q L_bg L..&V ale T '�
PAY;MULL g 4^ $
DEG.AL g qq q
$E EEE $ 4 � g dg 5 � 3� B $ � JB d � ey7 m
LU
O w
I:k. t7u.0 626 170.0 '175 1700 744 170.0 416 1700 656 1700 506 170.0 017 110.0 519 170.0 1116 1700 621 170.0 1210 170.0 521 110.0 1166 170.0 521 1700 1736 170.0 631 119.1 1710 170.0 621 J W
J =
!6h 1700 736 1700 611 1700 650 170.0 561 1700 092 170.0 610 1700 1177 170.0 661 170.0 1775 170.0 677 170.0 1117 170.0 660 1622 1672 170.0 660 130.5 1532 1700 660 111.3 1573 1700 660 $ W
5n 826.0 1700 717 1700 563 1700 698 1100 eJt 1700 1016 1100 661 1700 1193 1700 721 1700 1315 1700 717 1617 1447 1700 736 1369 1111 1700 766 117] 1441 1700 756 102.6 III] 1700 756 '-'3(5 0
64 in 1700 797 1700 012 170.0 056 1700 691 1700 1116 1700 761 170.0 1275 1700 903 160.4 1353 170.0 677 10.3 1753 170.0 656 170.3 1357 1700 661 10]1 115] 170.0 661 90.] 1351 170.0 Mi m O ~
p V) I
61 Ir. 1700 US 170.0 701 170.0 1063 1700 797 187.0 1216 170.0 070 10.1 1 170.0 9U 129.9 1216 159.6 938 116.9 1219 152.1 924 074 1215 116.1 913 93.6 1716 146.1 01] [13 1210 146.1 917 1--
U, („) J
13 iI 1100 970 110.0 715 1700 1110 170.0 850 150.] 1150 1660 933 IMA 1150 1670 014 116.8 Ii60 111.8 196 103.1 1150 131.2 86S 87.6 1150 126.7 671 75.1 1160 126.] 070 1150 126.2 070 � W 0
N m 111 0 174 1100, 759 1121 1011 1111 111 1116 1011 141.1 664 111.7 1011 177.1 150 101.6 1048 127.1 979 91.4 1041 1166 630 762 1046 100.4 971 65 3 1048 1012 618 1046 1062 818 ?
72 to 140.1 ,;81 117 9 761 117.4 610 12601 748 1000 660 110 6 734 810 560 100.0 722 79.2 050 92.0 117 70.4 800 86.3 707 $0.7 000 70.2 697 50.7 600 76.6 666 800 75.1 586 J W
Is n 110.7 700 125 1 690 99.6 790 106.1 OM 85.5 700 07.3 867 71.6 790 87.9 861 66.3 790 76.0 617 50.0 790 71.1 07 15 z
5 19.9 790 85.1 821 12.1 700 62.1 010 760 61.5 617 Q r. ,a
1e in IW81 750 115.5 657 91.3 750 98.1 644 79.1 750 65,9 632 60.2 760 77.1 631 11.5 760 709 612 55.4 750 65.7 505 ;82 750 59.4 594 79.6 750 64.2 588 750 655 '568
901n 72.1 587 74.4 300 60.1 563 02.9 491 51.6 563 a9 487 45.1 %7 48.1 175 401 603 44.1 468 36.1 567 409 402 3D.0 667 362 112 26.6 587 11.3 445 IW 31.8 H3 Q lb Z o
H LU
9e n 694 495 GIA u1 49.0 105 515 415 42.4 495 44.0 427 37.1 493 799 421 770 40! 26.1 415 29.7 495 373 409 24.0 495 29.1 400 21.2 495 26.6 791 495 25.0 790 (/1 111�
C)
Me
0 0
IN In 41.) Set 12.6 151 319 381 75.0 116 206 1B1 ]1.1 312 26.1 ]91 718 337 2l.] ]01 740 U7 209 701 22.1 320 11.1 301 10.7 ]21 110 791 17.6 ]t6 W Ur
111 in 35 4 170 19 2 335 320 170 330 331 27.5 370 26.5 325 21.o 370 25.7 320 71/ 170 73 6 316 19 2 770 20 0 112 0.0 170 16.1 305 `1 Y
WQ In
120 k. 30: 111 301 269 25.3 317 760 261 21.7 311 22.6 280 11.0 317 19.0 276 169 317 17.0 217 Q c' Q O O
o Z m 1n U)
1L< 720 11.6 203 O s0
ABLE cE) - ANCHOR CAPACITY ADJUSTMENT FORMULA: a mw
Anchor C6 Ity Tableb6 ANCHOR -7
CAP.,, , '" ';
BuOelnls. 2.79 C-4 3.51 C-0 Hollow CMV F•ed CMU 9T S4o0d Me19t (DR-)X( )=ANCHOR CAP...,
•-- _ 918'Ek. 11/'SS Eko 5'16•Eleo 1r4•58 Eko #To Steel 912 SkN 112 8184 MULLION CAP,...,....
A.�Ib Type SLUT Eko Ulkseon 111'Eko U8leeon 3'16'Eko Ulu.. 111•Eko UOrsea
AneTlLr Gllp P65 tr11i � U11- AppeGekr UMca A99rcwla 9crcw 1051 Serew 1057 Screw(05) USE THIS FORMULA 70 OBTAIN THE'ANCHOR
pl•ncr(hl; r 2-1R• r 2"tn• 3"vee r inr2• r 2nn• Y SVC r 048• 0.51• 0321• CAPACITY REOVIRED'CORRESPONDING TO AN
" c Erebtt.W I.). I.V4' 1-311- INV 1-VI' 7 1"171• Ing• 1-v1• b1/4• 1,vv 1-VI• 2• IO7C Vim• 16064 ACTUAL PRESSURE REQUIREMENT FOR THE
2AO:ha 5�N5 A.'qk CIP6! q.11 3'AOIa J909n 4501a 990 b4 170060 2709u 2601b6 3541a 740 b4 ]/I Ia 1261ba 04626 341 br 442126 SBO Au OPENING,WHEN IT IS LOWER THAN THE MULLION
/Archon 3.5'M;n O.C.1(2)N5 An"Cope I IFq.21 726 9n 760126 TW 1a 1570126 2525Iba 5101W 5601a WA 1120106 701ba 860126 189z 674 682 bs hes lbs 1120 9n CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Anch ni 2'1.610 O.C./2 245 k I F 3 limbs 1120104 958 b4 2246 b6 2254 b1 WA e401a WA 10591a NTA 1720104 NIA 1022 b4 1327 W ISM r. MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. "RMIJCT REVISED
_ FIGURE 1: an cnmplyin6 wish 9m I'i01k)e
r (�� TABLE NOTES: RI I I C0dc
`oUll A4«lmnrlr791rsoLl$.o3
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. `pintlim DSIe
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, By
Mi Dade F ducl
FIGURE 2: - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t., 1 I t I I/
i3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125' �,` `(lYl,.J •1<� i�`'
t� • •-• HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _30.__ \1"6!'.;;c .Fi
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3'250• "•'.';3/0`'
FIGURF 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TRFATED .
• • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' f� / fr'_
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY �\ �TC
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i1-
MULLION (�`•.
• • THE MATERIAL.#10 8 N12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. �.• A'I,c n%C., (4
I1 ANGLE CLIP(FIGURES 0)MUST BE USED IN PAIRS. :�i i'. MlLl•`t'-\'1`
{ - - A.Ll/NfJ R,P.E.
L,_�_ FL P.E.q 58705
® �
Mullion CaDaoitv Table Ibstil'
Opening Y9ldth(for wrilmlly-spervirg tridiorri)or Opening Height(for honmrilely-eper70rg mAlons) te a
501n 00 in 701n 00 In 901n too in 1201n 1401. 100 In
Rxlrr9ul.r R.p/Tdsro. Rwnrodar 7nMnanO. Reelsrodor 7rWTd.V Reel.roder Tnp7Tdan9. Reeir104r TrWTd.n9. R.derodr TreNrd.ro. PatlenpAr 7r.p w" R.cWgtder Trap✓Td.n9. Reclm90 at Trap/Tdan9. R
Load Load losdn Lo.dn Lw Leadro Lad lad. Losd L.W.9 Load Lowing Loa
5.26"48 +q 0 1.q ro o ro ro dr9 Lo.dr,9 LaOnp ladnp Lo.dro Lo.dnp py,
DEO.AL $ a
BAY MU LL cl 1�• �' �- 3I I i5I �'
S V4
42 In 1701 ego 170.0 435 170.01 74 170.0 478 110.01 baa 1 170.0 506 170.01 02 1170.0 519 170.01 Ilia 1 170.0 6x1 170.0 1240 170.0 521 170.0 1408 Vito 521 170.0 1735 170.0 521 150.3 1671 170.0 521 O W
46 In 110.0 708 170.0 524 +70.0 4w 170.0 004 110.0 992 170.0 0.10 170.0 1133 170.0 Sol 170.0 1276 170.0 077 170.0 1417 170.0 880 163.7 1637 170.0 4M 140.3 1637 170.0 NO 1x7.a 1e37 iTaIt aso j =
50.825E 170.0 747 170.0 563 170.0 eo5 170.0 631 170.0 1040 170.0 564 170.0 1195 170.0 723 170.0 1345 170.0 147 110.0 1494 170.0 756 147.1 1552 170.0 754 120.1 1652 170.0 7511 110.4 1652 170.0 756 W
$4 In 170.0 707 170.0 612 170.0 055 170.0 101 170.0 111$ 170.0 154 170.0 1275 170.0 $03 170.0 1434 170.0 937 155.2 1455 170.0 066 128.3 1455 110.0 861 INS 1455 170.0 561 07.0 1455 170.0 861 m 8 1-
M
901n 110.0 au 170.0 701 170,0 1003 170.0 707 170.0 1240 170.0 676 157.1 1309 170.0 044 131.7 1300 170.0 9M 125.1 1300 183.$ 994 104.6 1300 157.1 007 511.9 +3011 157.1 992 10.6 1300 157.1 982 H U J
631n 110.0 930 170.0 745 170.0 111$ 170.0 650 152.0 1247 170,0 NO 142.5 1247 164.6 953 128.7 1247 162.0 905 114.0 1247 14.3 952 95.0 1247 136.2 M4 81.4 1247 135.7 935 71.3 1247 135.7 936 2 !L
0-d
061. 110.0 974 170.0 769 170.0 1169 170.0 003 1414 1100 163.7 005 129.9 Hao 147.0 945 116.4 1190 136.5 926 103.9 1100 126.4 914 96.1 Hoo 119.5 $M 74.2 1190 118.1 093 64.9 tion 116.1 093 Z U3 z
72 In tete 1010 149.1 677 134.7 1010 14.0 dso 115.4 1010 177.2 4x 10+.0 1010 111.7 eU eo.8 1010 IOS.a 611 M.6 1010 80.0 M7 17.3 tom M.1 7M 51.7 lots 07.0 TM $OS +oto 07.7 700 j =e W
761. 137.4 00$ 1131 TB2 +145 900 172.0 775 90.1 oM 1M.1 tel 65.0 006 M.x 749 71.3 00$ M.2 tae 61.7 005 12.3 129 57.7 901 74.7 7R Wd 006 j120 006 70.1 701 G Z
Q a
78 In 127.1 MI 131.5 164 105.1 881 Itis 731 M.1 MI MA 725 19.4 M1 U.6 717 70.1 851 11.0 1W 63.6 M1 75.1 d4 53.0 M1 804.1 MI 46.4 M1 7 M1 57.7 072 1- Q Q C
Min 42.7 640 55.4 $74 66.9 64 72.1 561 59.1 641 62.9 564 51.7 616 5$.1 611 41.0 64 60.0 577 41.4 646 47.0 530 34.3 941 41.5 $19 29.5 048 .9 64 31.5 507 QODMkr M.2 See 71.1 606 6$,e see 51.1 4N 41.7 666 61.4 nl 4x.1 sM 15.0 413 37.9 608 IIA 471 34.1 she 34.5 470 26.4 See 37.4 459 x4.3 5M 3 568 29.7 141 (� UJ4{�1081n 47.9 110 44.9 405 39.9 49 41.2 309 34.2 449 36.7 3Y3 29.0 40 31.7 347 1eA49 2a.6 382 23.9 49 2$t 371 20.0 49 04.7 311 17.1 49 0 149 11.9 356 CY
W L7111 In 441 425 4.0 365 30.6 4x5 37.6 319 31.1 425 321 373 x7.1 @5 21.1 3$7 24.5 425 x6.2 Set 22.1 404 x4.0 ase 164 125 20.7 360 15.1 425 w0 N
1201. 71.0 361 35.5 331 29.1 304 29.5 326 24.9 304 25.1 321 21.1 361 72.1 317 10.4 351 20.1 317 VA 344 10.7 SOD (~.2 1n Q
141. 21.2 x03 .4 x33 16.1 353 17.1 230 d -� Z y p�
mO4
T E 16B NCO CAPACITY ADJUSTMENT FORMULA: - � •It
Anchor Coco cl Table Ibal -3
SuhlnN: 21k m. 156 Conn. H01o+tlAU 7010 CMU PT Wood Metal (DP_)X CAP.
( JsANCHOR CAP...
5114•Eko IIP 88 Eka'3/11•Elco 114'S6 Elm HO Steel F12 61101 612 SIN MULLION CAP.,,,,,,,,,
Arrlror Type Yte•Eko Ulraeon 111'Eko UN.ea lnIt.. Y1$'EkolnBeea tf1•Eko U6racon A9pa0sla Mmtm AgreNim Bcmr(G5)6crM Z) Se (05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Anchor Clip Patterns It..
0W...On) 1• A171' 1• 2177 7.110• 1• 2-1/r in 2-Ire6 2' 34/e• 2• 1.4• os4• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
- Embedmenl Ont FYP 1-1$ 1-Y/' 1-YP r +-II4• 1-t R• 1471• 1-v4• 1-v4• 1-U/' 2• tJlB" tme' rnea ACTUAL PRESSURE REQUIREMENT FOR THE
xAnetae a 5MIn 0 C Im x.5 Angle Clip,I flo,t 3201. 3 1. 4501. 8901. HM1. 2101. . 20016. 3541W 7401. 37411 120let 9451. 3411. 442(be SO41m OPENING,WHEN IT IS LOWER THAN THE MULLION
4 ArcMd 3.5•Min.O.c.I 2.5 A I .21 leo lel leo Iba iM 1. 1670 The 25251. 1.o 1. SM 104 WA 1+20w. 741 w1. eeo I leer is %% Ms 1b4 1120 th. CAPACITY(FROM THE TABLE)OF THE SELECTED
11201. 1170Ibe 0561. 714616. 22511. WA 61020 -WA fON lbe WA 13201. WA 10221. 13271. mo ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT RRVISED
F13URc 1: ns complying 01h Ne Florid.
TABLE NOTES: Ruildin G+de
a 110.02)5.03
- Amplantt No
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex ifftlion Date
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. MiW1' ModuQ
FIGURE 2:
3)MULLION AND
HOLES TO BE DRILLED OL
LED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21ULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS ,233 .125'
• • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -•,��•.•'�1C`-N, ��
I I
i 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250'
;UR.-3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED
r! --�",' • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125" - 1y
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK 18 GAUGE STRUCTURAL STEEL TO BE AT
( ) - .4 K $ �� Jl.
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
MULL
UL ON A ;:4:71•U!' '
• I THE MATERIAL.NiO 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 0 '•�--
Vii•,•..r�1 n!riV!*,.•�7.;.
fAhvL'c Cl IP(FIGURES 1.3)MUST BE USED IN PAIRS. rr,rrLS�c! )n �.
f( A.LYNNIIyII�GER`�.E.
FL P.E.#58705
1.000' 1.062'--1
0631- f.385" 740"
• n
.062' E .125'
.002r' i �IIII"` ---11-.126' � C
' - I o
1pa rc
4.000' 4.000' 4'000' 19
.125'STANDARD CLIP
I`I 2.625' 2•�• 8083-TB ALUM. 2.125'
L26
LE CLIP
-'125" X•SECTION U''LIP 2.000' ALUM. If
6083-T6 ALUM. TION ,125• u
.125' .125' -.125• X-SECTION I _
.031'1 1 (n N m F
L a lL
-r .1 .126' O Fw-
1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J lL
1 125 .5" 155' 375• DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE _
_1 ANCHOR O.C.DISTANCE,MAXIMUM ANCHOR a W
.1 4'X.123' 1'X 4"%.375" 1'X 4'X.375 HOLE DIAMETER:ANCHOR DIAMETER•11181. lL m 'per$
MULLION MULLION 'T'-MULLION 5.5110 (a � O H
8063-Tb ALUM. 6063-T6 ALUM. 6063-TB ALUM. -CUT HERETO 37b'
I� 5.000'-- Z {+1
X-SEC71011 X-SECTION X. .375• 3.125"- .375*CREATE F-CLIP,SEE .375' I ��' O tO J
SECTION MIN. I DETAIL F.SHEET d j rC I MIN. y
I t12
I r---�----� I r---------� .375' q 375'
Z W
... 1 I
t25D* I I i j ANCHOR HOLE NTER OFr-- ---- - -- ------_-,- MIN. O W
I I 1 1 MUST LIE WITHIN I j J Q-
Z
THE DASHED 1 1 Q J
I I i j F I BOUNDARY.SEE
2.675'F-- 1 --- 1 - - t - E -SIHIEEEANCNOR O.C. F i____ -___-__...-_i-.. Q Z,Z o
3. 1 I F DISTANCE. I I y d.v O"0
3.250' I I l i I MAXIMUM (n Z
3'250 I I I I I ANCHOR HOLE 1 1 W O
.100• 100' 1 1 I I 1 DIAMETER. I I K J Y Y
.100' ANCHOR
DIAMETER•1f18', a Z N O
,100• 71 �_ 2X5 ANGLE CLIP mQ,�N1-6`4' ie' rt STANDARD CLIP U-CLIP 6063-T6 ALUM. R6�
-7 CENTER OF ANCHOR HOLE MUST LIE 6063'76 ALUM. 6063-T6 ALUM. TOPVIEW
-i.820' F- I ----I ,820'F••- -1 ,820'I+- TOPVIEW TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE
1 25'X 3.26•%,100' 1.25'%3.25'X,624' 1.25'X 3.94'X.824• SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
MULLION MULLION - MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenelon Velue(In) For Mullion: Dimension Velue(In)For Mullion;
e005-T6 ALUM. 6005•T5 ALUM. BOOS-TS ALUM DIAMETER:ANCHOR DIAMETER•1116'.
X-SECTION X•SFCTION X-SECTION 1 X4 % -T-Or- .25 X3.25'
O 1.000 .125• 0 0.500 X.624'
2.881" -3.469' - -5.500'- --_ H 2680 Aluminum H 1.438 Aluminum
1 3.000 Tube Mullion 1 3.250 Tube Muglon
n-
A25"
'I Qr1- 1 •M N. .375" F 3.187 1'X4'X F 2.626 1.25'X3.94•
G 0.757 .375' G 1.125 X.824'
H 2430 Aluminum H 1.600 Aluminum
e,I 3.0001 3.250 Tube Mullion1F 2250 7.25'%3.25' F 2.813 30'Ba Mull 1luildingTCodeVid'the Fluride
16-0ve,o 125 1 1 O 0.760 X.100 F 2.816 45'Be Mull Aealaa«e No 3II Aluminum 5 PimH Onegpj 1
2.250" 1 I I 1 1 I I 3.260 Tube Mullionby
50" Mi Dade Product
65'BAY MI I I 1 I TABLE O33'BAY MULt10N I 6083-T6 ; I ` Mull DlmenMon POT Pert N6116348 A'_U!{. I %-SEC ----- - --X-SECTQf4 I lMnUl Mullion Sid.Clip OOeel Clip U-Cllp Angle Clip
I , J
} _ I G OFFSET CLIP 1-X4•X.125'(10) 69364 MI IIIM 6W1122M 60241M 861i518M �\��•'•.ti\If Ks
:22F'J �-••.987"--� .228' .125'- 6063.76 ALUM. 1'X4'X.376'(11) 68610 666112M 6661123M 868242M 666519M r
�-•-.981••-� TOPVIEW FAO.`i37 U:
siTES: 740'-
1'X4'X,375"T(11) 60553 866112M 6661123M 50242M 668519M
rL 1.25'X3.25•%.100'(13) 20160 8861127M 6MI124M SM2410M 6665115M - f5l,
7.26•%3.25'X.624'(14) 20161 6661128M 6661125M 6652411M 6665116M1)HOLES TO BE OP.ILI_EO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25•%3.94•%.624'(15) 20162 6661117M 8661128M 006241M N66517M
i2)SEE 3HccTS 5-27 FOR SIIG3E$TED.APPRO%IMATE HO:E LOCATIONS. 30 Deplee(19) 66619 WA WA WA 606 1110M -�•���•'• FIUR\QP•' (%`��
45 Degree(20) 66650 WA WA WA 6665117M
i 3)riF.E^F:E4'S 2.4 FOR GENENAL INSTALIATIUN METHODS. P.E.
iFL P.E. 58705
TABLE E 6 �
Mu{IDImen6Ion PGT Pert# � tt T•���
(sh66i A) 1`Mullion 51d.Clip U-Cllp Angle Clip I I' •125 I -«�f--,125' --I 1^-.125"
:"X4'X. 5"(18) 66602 666281M 6CG271M[!,'Mm,
. I 66604 086262M 60B272M I STANDAROCLIP I U-CLW I 2X5 ANGLE CLIP 0.
5053-T6 ALUM. 606bT8 ALUM. 6063-TO ALUM Q u
1 2.000' I 2.125'
X-SECTION X•SECTION 2,000" X•SECTION
NCTES:
N
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I -•125 I 125' .125" 3 m
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - 1 '- ZN to
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE �---t 450•--I O ~
HOLE LOCATIONS. ULl
W
-1.490'
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J U
-5.500-
. CUT HERETO 5.000' 375" W U) OO F-
�- --2.000 -- ---3.500' CREATE F4:LIP, ,376' MIN. Z
.375' rC I_SEE DETAIL F, rt -,375' f-' t0 J
MIN. SHEET4 MIN.
11
I - - ------ _. Z
___-__ m
az
4.000" j i
V
F -!---- --- ---1- 3.436' E - * 3.438' rt +--- ----' I Q O> p
.250'. 2'X 4'X.25' t I 1 I Q O Z
MULLION j I 3'438 i i r ZQ o
6053-Tfi ALUM. .375'
X-SECTION 1 I I I I I 1 LU Z
L L---------------------T- - MIN. W :1 _
I ---� -- -- � J Y Y
J (n (n
L- STANDAROCLW 2X5 ANGLE CLIP U Q 3
CENTER OF ANCHOR HOLE MUST LIE 6063-76 ALUM. -CLIP.6063.76 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6083-TS ALUM. Oggg' Z (n 0)
.250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW
Zu
OR 2'X 4'MULLION.SHEET IG WITHIN THE DASHED BOUNDARY.SEE TOPVIEW g �'O A
SHEETS 5.20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C.
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER-1/16'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER•1116'.
SHEETS S-20 FOR THE ANCHOR O.C.
- - -5.500" O -DISTANCE.MAXIMUM ANCHOR HOLE
LUT HERE TO DIAMETER:ANCHOR DIAMETER�1116'. � - 5.0001---- I
2.000'-_-_. 3... .....500' -•-� CREATE F-CLIP,
�"-- .375' I SEE DETAIL F, 375' __ .375'
MIN. r SHEET4 MIN. r3- MIN.
.375'
----- ----
' 92W
I IIi:01)lll'T'ItGVISCD
cmnpiying with te Fkn(dr
Building(:ode 1�0 02M1$.03
A LePhm..Na FfPition Dte,_-. 4.688" -F ---.....-----i Mi Dade heduei
250. 6.000' @ -i-- --r-- - 1 - 6.138' I ! U t I!u5.438" 5.438"TXB"X.25'
MULLION j j ! INa 50705is6063•TB ALUM.X-SECTION 1 I I I .375/ MIN. 1 s1 ItSTANDARD CLIP U-CLIP 2X5 ANGLE CLIP tQ� ••-••••' �\
W63.76 ALUM. 8063-76 ALUM. 8063-76 ALUM. /�/ �r J�(,F.% '�"
TOP VIEW USED FOR T X 6"MULLION.SHEET 17 TOPVIEW t��
TOPVIEW A.LYW}v1ILLER,P.E.
FL P.E.9 58705
L
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. I�
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.V=85".REFERENCING SHEET 25,THE COLUMN USING
--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
1 I - DESIGN PRESSURE OF-80.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE.USE THE NEXT LARGER SIZE AVAILABLE. t
I I �-8EE SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375-MULLION(LENGTH=72,OPENING WIDTH-70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS N-58.3 PSF AND WOULD u o$
111 FENESTRATION DETAILS,
i PRODUCTS 8NEEt9 NOT BE SUITABLE FOR THIS APPLICATION.
APPROVAL 2.7
I FROM TABLE 4A,SHEET 8,THE 1•X 2.76'X.850'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF X1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE d
TT OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
N
MULLION -- —_..____
LENGTH —� -- - 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(A)#12 ANCHORS AND THE 2X5 a m F
ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z C14 In
Sr
DETAILS. CORDANCE WITH THE J 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL _jW
SHEETAPPLY TO THE OVERALL ASSEMBLY.FI
2J NAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN AC
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
1! c
-- _-J--- 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 836 LBS.ALTERNATIVELY, Ui 0 c F-
NO ANCHORS IN WI-NDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: DO (7 N
--I1--MUlI WIDTH ` (60 PSF)X( 638 LBS =524.9 LBS (MAYBE USED TO QUALIFY A 10 STEEL SCREWS FROM TABLE 40) 2 7
L ---OPENING WIDTH- - I ` T17 PSF
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 Z
DESIGN PRESSURE OF+50.01-55.0 PSF. _j hhh 666 a
FOR THE VERTICAL MULLION: Q N o
WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32
1)INITIALLY ASSUMING THAT A 1' '•72'11"=105'AND THE OPENING WIDTH IS 36'-38'+1'=73'.REFERENCING SHEET 25. Z '-
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318'AND WILL N Wra'o
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 150,01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
W (L y Y
MULL WIDTH-- FROM TABLE 3A,SHEET?,THE 1'X 2.75-X.375-MULLION(LENGTH=106',OPENING WIDTH=SO")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 11-15.1 PSF 0'
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
/ FROM TABLE 12A SHEET 18,THE 2'X 4'X.250-MULLION(LENGTH=106',OPENING WIDTH•80')HAS A DESIGN PRESSURE OF 11.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS 0.�lll Z✓n0�N
-SEE FOR,THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. qq `n
9EE DETAILS, X g� "•
32' FENESTRATION DHT 3T8 BECAUSE ITIS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"130'+2"=74,NOT 73'AS PREVIOUSLY i d bb
PRODVCr6 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
APPROVAL,, THE 77 DIMENSION(35-112"135-112'12"=73").
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
VER ICAL[ _ __ i CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MILLION - - I USING THE STANDARD CLIP WITH(6)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1R"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER.AND
LENGTH ---"—SEE '4—SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
6 DETAILS, DETAIL E.
OPENING SHEETS 2.3 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HOitI2. I MULLION TYPE COULD BE CHOSEN.
MULLION T2' 192PUUC7 REVISED
1)THE MULLION LENGTH IS 38"AND THE OPENING HEIGHT 15 32'172'12' MN USING TRAPEZOIDALITRIANGULAR LOADING MAYBE a1 c—plying=108•.REFERENCING SHEET 25,THE COLUMN wilh Ar Fjwib
ftildi, Code
USED.FROM TABLE 12A,SHEET 18,THE 2"X 4'X.250-MULLION(®LENGTH=42',OPENING HEIGHT•120 RASA DESIGN PRESSURE OF 11-170.0 PSF WHICH EXCEEDS THE AT«puna No 16-012115-03
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. F piled..D.I 202
SEE
DETAILS. 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 6' Dy
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 AN CLIPS WITH V
eda rledld
.�2J (4)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
-� ANCHOR CAPACITY OF 521 LBS. ,\�tUN{ LYNN.
_L Ic
36•.HORIZ. I II 38•.Hona. `�t .• V C N
V-- 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,US£THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 128 FOR THE U•CLIP SHOWS THE ANCHOR >� 1C. •'•�'P
MUILLENGTH MULL LENGTH--1 CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE P
—OPENING WIDTH FOR VERTICALMULL--I ANCHOR TYPE 13 A012 STEEL SCREW. Nn,;i37C:i
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: a-SALF0
rll --`� LH-64.7 PSF FROM THE VERTICAL MULLION; 1 1/-170.0 PSF FROMTHE 36'HORIZONTAL MULLION ATTACHING TO CMU;1/-170.0 PSF FROMTHE 36"HORIZONTAL MULLION ATTACHING TOTHE VERTICAL MULLION(INTERSECTION). !) J
THE LOWEST DESIGN PRESSURE IS 1/-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ";R��.••.�'1 OFADN'•'\T:7,'.:
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ����
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A LYNN MIL+c6i,P.E.
—_ ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.A 58705
I� EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALTTRIANGULAR LOADING' ,
PW
PW
zp.
I ^i
SHJLYI SHJOH- - 'SH/DH SHJDH PW N
1 PW ZN d
I / J W
- _ W
I /
wcr c
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS J
SGD
I ---- LOADING OF VERTICAL MULLION T W
PW _ J w Z
1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d .-
Z o
Pw PW
/ I PW _ N Z
- F S to VJ
SHIOH SWDH' -' 1 - V a aA
O
4 SWDH /HJDH i - / EL to
SHIDHOf lt
kl
LOADING OEVERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL GF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION - -
I
_ PW PW
1
/ I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
-_ I MULLION
PIA HINGED
/ NOTES:
DOOR PW PW j ':cfiOUCT ItFlh h.
Flaw.
j 1)DRAWINGS ARE RWd g C� iNc�o
Ae n
n
II I
RERESENTAT IONS OF TYPICAL A—PI.
M, 03
1
PW CONFIGURATIONS. ,Ir*IIhw 20QJ
I - - CONFIGURATIONS NOT SHOWN
' I i PW / MAY BE EXTRAPOLATED FROM Alun' M c�rodud
THOSE SHOWN.
2)IF THE LOADING TYPE CANNOT
fff4i BE DETERMINED,USE
Pw RECTANGULAR LOADING.
PW PW
J)SEE PRODUCTS'APPROVAL FOR No
ACTUAL ANCHOR LOCATIONS. _Z '
!_OADINGOF VERTICALMULLION LOADING OF VERTICAL MULLION '.Yl Its
PAPJE:CF 4!IR 3EV DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j
{, I SOD _ ;()`.'. ::TAI.:OF
LOADING OF VERTICAL LOADING OF HORIZONTAL A.�LVNIJ{ I ,fiR;d.E.
MULLION MULLION FL P.E.JJ 58705