HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2
z^ a .731 t1i v l 4 ' 'vz 7 } u
SCIS Home Log In User Registration ; Hot Topics i Submit Surcharge ( Stats&Facts Publications ) FBC Staff SCIS Site Map }«Links ;@ Search
db
3
ow
Product Approval
r , USER:Public User
Product Apnrrvai Menu>Product or Application Searrh>A i HiZpproved
Detail
a' FL#
a "$
•�% Application Type
Code Version
Application Status
DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technolo e
enlce,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
irosowski@pgtindustries.com
Quality Assurance Representative -
Address/Phone/Email
Category Cenrlt'ffinsstmn
ow
Subcategory o
Compliance Method ).ark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 05/24/2016
Date Validated 05/25/2016
Date Pending FBC Approval
Date Approved 05/25/2016
http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquaucoIwmuGt... 12/29/2016
Florida Building Code Online Page 2 of 2
Summary of Products
FL# 4 JiMadel,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 HV FL261 RS 03. df
Approved for use outside HVHZ:Yes Q i y Assurance Contract Ex 'atio Date
Impact Resistant:Yes 5/26/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)fo FL261 R10 II 16-0218.03.0
product performance information,and mullion clip anchorage details. CO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement;;Accessibility Statement:;Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
., 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:
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGt..., 12/29/2016
M IM IA DADS MIAW-DADE COUNTY
R PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE MA) wwv.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by Clic Authority
11aving 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
, me a mg t o i e oci y
DESCRIPTION: Series"PGT"Clipped Extruded Alumin m Tube Mullion—L.M.I.
OVAL DOCUMENT: Drawing No. 6300) `Lnpacl Resistant Aluminum Tube Mullions",
sheets 1 throug pare 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 tho 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 NOAP 14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as Nvell as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 16-0218.03
MIAMI•DADB COUNTY ! Expiration Date: May 26,2021
Approval Date:April 14 2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.OS)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
.through 25. of 25, dated 08/29/11, with revision' B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum .
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 51h Edition (2014), prepared by manufacturer, dated 01/29115, 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.
il�anue a ez,P.E.
Product Cont o[ aminer
NOA N . 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-11.05.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product Contr 1 E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL o n
1j DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE a
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION IS UNIQUE AND SHOULD BE
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...................._......... •o
FIGURE I: ELEVATIONS................_.................
1 �a
MULLT02XWODII.......................2 w
MULTIPLE OPENING WIDTH FORVERTICAL KILL- ARCI4ES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL 701X&MASONRY.............2 o Y x 0
MULLIONS - -� INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES._...._..........2
SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY......................
SHEEETS .3
A- SHAPE MULL TO STEEL STUD_......_...._...3 N
T32 2.1 _ CO
— _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 �
T DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 (n F-
�i'� IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.....................4 O (n
�11T� BAY MULL INSTALLATION..............4
1 X 2 X.125 MULL SPECS...............6 —T
IIY \\\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS..._..........6 _
INSTRUCTIONS. 1 X Z75 X.375 MULL SPECS._..._..?
\ 1X2.75X.65MULLSPECS-..........8 Z a o" N
SEE DETAILS I I lJJ O O
A THRU G; / 'Y / III /11 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS........9 m O o F
SHEETS 2-3 11__�---.- I i I __LI 1
SSG DETAILS
GIS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X 4 X.376 TUBE MULLPECS_,.1� Q
I / ONLY TWO ADJACENT UNITS ATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORAGETABLES.THELOWESTDESIGNH •�
III to
SHEETS 2J 1 X 4 X.376.161 X.MULL SPECS 11 � J
I 1 I I � 1� PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.188 X.265 MULL SPECS 12
OPENING J o
Ve IlMULL 1.25 X 3.25 X.100 MULL SPECS.._.13 UJ
� �
HF�T 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPEcs.....1a ? ; SZ
LENGTH FOR
1.25X3.94X.624MULL SPEGS.....15
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS..............16 J
SEE DETAIL E, 2 X 6 X.26 MULL SPECS........_......17 to
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q .-- v
SHEET 3 1,26 X 2.11 X.125 MULL SPECS....18 .-
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT f--
SO°X 3.25 BAY MULL SPEC6_.......18 p
REACTIONS. 45'%3.26 BAY MULL SPECS.........20 Q 0 z ti
MULLION&CLIP DIMENSIONS...._21.23 1-- Z W..O
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGORE-GATOR NOA'S EXAMPLES 1 62............._............._24 co J g O `-
PRODUCTS MAY LOADING EXAMPLES......................25 In Q
MUST 9E Y TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W R
MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U.1
U)
i` BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. LU
O
¢ Z 0
II 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ �_ �O s�.0
1—
MULL /SEEDFTAILS 9ff A
HORIZONTAL A.D,G,H; I 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING A &-O��
SHEETS 2.3 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LENGTH HORIZONTAL
MULL —-
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL NFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING USING THE ASCE-7 STANDARD.
MULL"I LENGTH I— F---O WIO
HORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
I 3)REFER 70 SHEET 25 TO DETERMINE IF THE WIND LOADING 4S'RL-CTANGUTAR"OR`TRIANGULAR7IRAPEZOIDAL'.
OPENING _--�c-- 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT-)FROM TABLES IA THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT'REVISBp
HEIGHT I Bcomplyingo llleFlaTida
THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPENING MULL FOR ( Building CMO
HEIGHT LENGTH HDR12. VEaY. MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/F1'l FOR THE OPENING OBTAINED IN pcceplenca No 1 ��•
MULL /y MULL STEP 1). pieali Date 12Q�
III LENIGTH
F-1011 L .1— �.J. REPRESENTS THE W ND OAD TRANS ERREDFROM THE SAME TABLE USED IN STEP 4) T OVTHE SUBSTRATE BY THE ANCHORS A D ME,FIND THE VALUE IN THE NEXT COLUMN UST BE MET TO ATTAIIN TH FUHOR CAPACITY REQUIRED LL MULUO CAPACITY.BS).THIS VALUE Dy
Mlelni hoduetCm
SINGLE MULLION SIN N AOR VER MULL 6)FROM THE ANCHOR CAPACITY[LBS)TABLE ON THE OPENING ANC ORISUBSTRATE/A HOR•C IP PATTERN MAY APPLY) SELECT AN ANCHORNCT AND USING YCLIIP PATTERN AND VERIFY THAT R ACTUAL SUBSTRATE ITHE REQUIRED ANCHOR \�.TION(MULTIPLE ``\UNi LYN,Y 4./��7i��/
FOR VERTICAL MULL CAPACITY IS MET. �,.'' \,1C'GJ3E •'•C�
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)
FROM FIGURE 1 ABOVE IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FTa)FOR THE NO. •°7 f': 56!05
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS '
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE y O VT STANDARDS USED;*2014 FLORIDA BUILDING CODE(FSC),5TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION F (U
CAPACITY(LBSIMOBTAINED FOR THE MULLION SYSTEM.THE LOWER OFTHE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION %U%%'•. .t'':
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION ••,FLORID!':.•'
•ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCT ASSEMBLY. �. �� .........•. �a�.`
•AISI-S1O0.071S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A�L"hNj1} },yFF1t P.E.
FL P. (�56705
DETAILA: DETAILB: MULLION °
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR a
OR WOOD FRAMING WOOD BUCK AND MASONRY AND /—PER SUBSTRATE, a� cwi
ATTACHMENT SEE SEE TABLES 10.160 LL
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS,
SEE NOTE 1, N
I MULLION I SHEET
6 I n I z wN W
d L 1 I I SEE SHEETS a MIN 2.7 KSi •', •' +• H
EITHERTHE n I I I 21-23 FOR HOLE d j°I I I CONCRETE OR CMU EDGE J W
STANDARD OR - n I__�OISTANCE, J W
LOCATIONS I .1 SEE SEE TABLES
OFFSET MULL EDGE o ^� Q'g. TA
I EDGE DISTANCE 1B-168
CUPMAYBE DISTANCE o ,a e I e FOR MASONRY WQ O$ Q
INSTALLED BY d I 'It FOR WOOD I I ANCHORS C
THIS METHOD. SCREWSL FOR
a ad I I SIDE VIEW =) z to
q q ALL MULLIONS a de F-
d _ ° a EITHER THE
a < ° STANDARD OR 7 m
^ e n da OFFSET MULL Z p
d CLIP MAV BE g a
a EXTERIOR , n NSTALLED BY ~ gw
n 4 EDGE THIS METHOD. Q z O
a .. 4 A DISTANCE 4 ^
n FOR Z O z N O_
MASONRY
c THE OFFSET CLIP IS ANCHORS a f-. {—y CO O
RECOMMENDED FOR (/) 1 R g A—
EXTERIOR ^4 FW-FRAMED (n J
WINDOWS,BUT MAY W
ALSO BE USED FOR d' F N N
OTHER FRAME TYPES, z Q y
Q8 zs>� O
TTVP. CHOR
TYP.ANCHOR PER SUBti 1tl6 �
R SUBSTRATE PER S BSTRATE, H a w ��K•�
,
PER SUBSTRATE, SEE TABLES I8.160 BEE TA LES 10.1148
SEE TABLES 10.168 EDGEIEND
DISTANCE BUCKSTRIP
l-- SEE TABLES AN
ATTACHMENT
1 18-/OB
EMBEDMENT BUCKSTRIP BY OTHERS,•" ,1',
AND E BEDMENT' .
ATTACHMENT I .'•� SEE SHEET 1.
T1,
1
BY OTHERS,
SEE NOTE I, "
SHEET 1. •• '•
• ' 1 MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW PRODUCT REVISED
as compiyin61vith Che F10"
FRONT VIEW Building Codo
Acttplunce No �' �94
Ex ilBlion Wte
INSTALLATION NOTES:
By
Miami da Tlvdud
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 I I I I
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ����•'\CFNSE•'•�F'P
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE :
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. '•%�
•''' 58705 _
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHFAD OR FLATHEAD.
�ij;:
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
S .GOT y
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED o'�•'•.,FLOIt10P,•'•C�
ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRYANCHORS.
A.E%NIM.ILLER,P.E.
FL P.E.#58705
DETAIL E:
DETAIL C: — .126'MIN. MULLION TO MULLION ®ggo oy
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:
MULLION (U-CLIP) .V,• <
MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE'OR"CROSS' o
(STANDARD CLIP SHOWN) INTERSECTIONS. 4
VARIES sY
2)MAY BE INSTALLED HORIZONTALLY
(SHOWN)OR VERTICALLY.
I TYP.ANCHOR c'• , N
EITHERTRE 1 PERSUBSTRATE, -- co
STANDARD OR SEE TABLES 1B-138 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 $ s
I FOR CORRESPONDING MULLION. co M
OFFSET MULL I I I TOP VIEW Z
CLIP MAY BE I I EDGE DISTANCE MULLIONO W
INSTALLED BY 11 I FOR MASONRY ti
THIS METHOD. I I I a ANCHORS VARIES-I--� J W
02 STEEL SCREWS. 7 Z
SELF-DRILLING OR PRE-DRILL
MULLION AND USE SMSD O
_ z: m m O F-
Lh
EXTERIOR
4. 4 MULLION ~ Z O J
a � 9 J
EDGE DISTANCE THE OFFSET CLIP IS
FOR MASONRY REE.G
FOR
HORS .. A FIN•FRAMED ... ZWTERSECTION
WINDOWS,BUT MAY U-CLIP F,-,o
ALSO BE USED FOR
OTHER FRAME TYPES. EXTERIOR
J
? r r
ANCHOR '4
PERSUQ p
PER SUBSTRATE, d Z ZN '-•
SEE TABLES I&138 Q O UZ O O
/ TYP.ANCHOR SEE SHEETS 2FOR 1n F- O g�
/ BUCKSTRIP PER SUBSTRATE, HOLELOCATION
IONS cn J
AND SEE TABLES I8-139 FRONT VIEW EDGE W J
ATTACHMENT DISTANCE
BY OTHERS, SEETABLES >
SEE NOTE I, •• I 18-135 (J Z Q ?
EMB MENT SHEET I. EDGE LL mO
• a..'• .• . Z N
DISTANCE �_S O mo
h-- —SEETABLES
MIN 2.7 KSI CONCRETE &138 � SIDE VIEW
MIN 2.7 KSI CONCRETE OAC OR CMU 1
VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES:
STRUCTURE TYP.ANCHOR
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. PER suSSTRATE,
\ SEE TABLES IRE
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� SEE SHEETS ® PRODUCT REVISC•D
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR 1�complying with the Florida
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Cede
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ` LOCATIONS Acttplaure NolrotYL 1S•n6^3
MULLION B%pilall Date N/Z)
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ® B
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. L7 - �'
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADECOUNTY APPROVED DISTANCE �`�� "NNN
ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. - --SEE TABLES ` . •••...ff��C
FOGA AND STUDS THINNER THAN ; Q
FRONT VIEW 1S GA ANDCOMPLANTWITHTHEFLBUILDING 1B-13B �Z.•'�YCEFIS( '•,
-CODE,A2XWOOD BACKER MUST USED. Qom;' y'(
ATTACHMENT BY OTHERS. '
EXTERIOR UBEW000ANCHORSPECS SIDE VIEW % ND.587ry05
NOTES: _,O "l• ��/'6 !v %L
1)FOR 2X WOOD-BACKED STEELSTUDS,WOOD S/A G OF ���
ANCHOR VALUES MAY BE USED. :Com'•., T,LOp1Up.,.••`�`;
n
2)SEE CORRESPONDING MULLION TABLES, ����`�,,i/n...�.. `G�
SHEETS 5.20,FOR QUANTITY OF SCREWS. A.rL'YN�111 LEfk,P.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION <� a
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $' o
�ag �
SEE DETAILS A.E.
30*OR 45'
SHEETS 2 AND 3 FOR INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES.
N
MULLION O O Z O O m
O a W
O O O O O O W
O O TOP VIEW � N
SIDE VIEW i m V o o
F
SHOWN WITH VX4-X.125' TOP VIEW I ] cn M to
MULLION I `j I I I— Z .J
lNf' 1 I I 1 /—TYP•ANCHOR `2 F
EXTERIOR I I / TE
SEE TABLESPER '158 OR 160 Z �g 8
I TYP.ANCHOR
STANDARDMULLIONCLIP I PER SUBSTRATE, I EXTERIOR C0 A «c777 n'
MODIFIED TO FR FIELD I I I Z
SEE TABLES 1B.14B tl
I I G/-
CONDITIONS. l Q
I C I I 2'X WANGLE CLIP, F Z Q
j I I I I -2 PER MULLION END,MUST BE Q Q Z N
I INSTALLED INSIDE OF BAY MULL. aD
MULLION I I �� I O I Tn Q 74 INIn $
•�� I I I I I - I J Jf
I I I CD � Q
2•X5'XA25' \ F,
I I I I ANGLECUP, (� Z Q
2PERMULLION END, Q — Q 0
I I I MUST BE INSTALLED ELmN 6n
1 I I INSIDE OF MULL. �'°.�Qjj ,. §[O mxO
I
\_TYP.ANCHOR b
PER SUBSTRATE,
SEE TABLES 1B-140
INTO WOOD,
STEEL,ALUM
INTOWOOD,STEEL, STANDARD CLIP TOSE EXTERIOR OR MASONRY EXTERIOR
ALUM.CMU OR MASONRY MODIFIED INFIELD.
EXTERIOR � i®- � U*•_
P015 ' PRGDUCC REVISEDO
F as complying with the Florida
Building Cods
0 Acceplmme No Vp-b%l
INTO WOOD,STEEL,
® ® ALUM,CMU OR MASONRY 1 EDGE O EX Pimlion Date Z)
DISTANCE By
PER Miami c Product
EDGEA ANCHOR
PER IANC OR NOTES FOR INSTALLATION OPTION G&H:
NOTES FOR INSTALLATION OPTIONS F. O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ;��6•'��GENs6 •F'P ��
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11"X.126'MULLION. 2)DETAIL G:SEE TABLES 19-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE ;-I: i.`p,;ifl706
LOCATIONS. _ r
2)SEE TABLES 1B-`13S FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE =.0 h g �6 sj
LOCATIONS. ��- +1 iL �?•-
3)THE 2X5 CLIP 1S NOT SUITABLE FOR THIS APPLICATION. R�n%�iC`.•'•.,FLOr' 16?
A:•ltY R,
FL P. 58705
TABLE to ® F
u
Mullion Capacity Table Ibaffe �R
Opening Width(for verticaly-sparrilg mt0ons)cr Opening Height(for horkordaty-spalning mullions) �
501n 601. 701n 801n 9a In Ice in 1201n 1401n I6d In
74eUanglir 7ropRden9. Reoten9lder Tep/Mang. Rectufmar Tmp/Tdmp. Rectmalular 7tepRHan9. Reclarlglder TrepRrl»g. RaelangWer TmpRdarg. Raeten9dar TrapRdeng. Reclonguler 7mpllllang. RaclangWer Trep/Tdeng. a:
LasdMO Loedin Loedn Loa ���
1%2X.125 0 9 ding Load ng Loadlg Wading loafing Loadrl9 Loading Loading Loedn9 Loafing lundng LwdnB lard n9 Laadng Loafing $> O
Alum.Tube b t P P >< JT 9
Mulliona )I 8 S &$ Lo
�� � �� � ��' � a � � �� u �� a S� �
42M 111.9 408 129.6 332 93.2 408 115.51 325 79.8 408 107.81 321 69.9 400 104.4 319 621 408 104.0 319 55.9 406 104,0 319 45.0 408 104.0 319 39.9409 104,0 310 35.0 408 104.0 Me J W
461. 74.9 312 83.8 268 824 312 73A 252 53.5 312 67.0 248 46.9 312 632 246 41.6 312 61.3 2M 37.5 312 81.0 244 31.2 312 61.0 244 28.8 312 61.0 2M 23.4 312 61.0 244 J � �
60.625 In 63.9 281 70.6 234 63.2 281 61.5 728 48.8 281 55.7 22A 39.9 281 52.1 222 35.5 261 60.1 220 31.8 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 Me 20.0 281 49.3 219 W O
§ 64 h 620 241 57.5 207 43.9 247W27.4
.6 247 44.8 199 32.9 247 41.5 196 26.2 247 39.4 194 26.3 247 35.4 193 21.9 247 3&1 193 18.6 247 38.1 193 16.4 247 38.1 193 on
e
60 In 36.4 200 4t.2 170 32.0 2007.4 200 31.5 163 24.0 200 28,9 160 21.3 200 27.1 On 19.2 200 25.9 167 16.0 200 25.0 156 F-031n 33.1 161 35.3 165 27.8 1813.7 181 26.9 149 20.7 181 24.5 146 15.4 181 22.0 1N 16.8 jai 21.7 143
66 M 26.5 165 30.6 142 24.0 1850.8 165 23.1 138 16.0 165 21.0 174121n 22.2 139 23.3 120 18.5 139e 139 17.6 tte - � ��O 1z
76In 1aA 126 18.7 108 15.7125 Q J 8
781n 17.5 118 162 106 F" J T
N r
TABLE 16 ANCHOR CAPACITY ADJUSTMENT FORMULA: LO
AneborCa Ity Tablefibs)
80111ato 2.71,Corcrato 3.5k0... HonowCMU F11W MU PT Wood Melol (OP,,,o)X� )=ANCHORCAP.,,a �+ S
5116'Eko 114•SS Eko WIV Elw 114.88 Eko 6106ted 01291M) 91261ee1 MULLION CAP.,,�,,,,a W X
AnchorCllp Patteme AwhorType: 3114r EkoulUewn 1/4'Elco UWwan uitrmon 3n6•Ek.ulUecon 114•Elm t9oacon Aggn,Galor Uitmcon Ap9ra0eta scmw(G5)Screw(GS) Screw(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR N
Edge Ustane 0n): 1• 2.72' 1" 2-12' 3.1re• 1• zlrr t• 2-trr 2• b1/8• r 9.48• 9.54• 0.3x4• CAPACITY REQUIRED"CORRESPONDING TO AN U X Q
Embedment(by 1.314- "4" 1-31.314' 7 1-114• 1414' 1-114• 1-t/4' 1-1/4' 1-114' 2• 1-3x6' 14W Was ACTUAL PRESSURE REQUIREMENT FOR THE Q O O
14-
2 Anchms04.75•Min.O.C.1 Slenderd Offset Clip(Fie.1): 390 ks 390 lbs 450lbs 890 We 16441bs 270 Ins 2801ba 354 lbs 7401ba 3741bs 664 946 be 3411Es 4421bs 5601Os OPENING,WHEN IT IS LOWERTHANTHE MULLION D-`� Zk'O s.O
4Anchoro t.15•MIn.O.C./Standad wOraet)Cg CAPACITY FROM THE TABLE OF THE SELECTED
® ( p(Fp.2} 480 bs 700101 WA WA WA WA 3801ba WA WA WA WA WA 682Ibs 885 its 11201bs ( ) � g ��ma.
4 Anch-@ 3'Ivan.O.C.1(2)D15Angle alp Ift 37 760 ba 76015, 680 be 15MIbs 18981bs 540 gs 6801oa WA 760 bs 7461b, 680Ib, IMIbs 66293 685103 1120 b5 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 A.M.®0.45'Min O.C./UClip,Ma.125'Alum.(Fq.4) WA WA I WA WA WA NIA WA WA WA WA WA WA NIA 715 9s CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anciwr I F4:9p(Fig.5): 1951ba 195[be 2251Ds 445 Wa 822 b9 135 Wa 140 1b. 177 ba J70 bs 1871bs 3321bs 4731ba 170 the 221 las 260 bs ADDITIONAL AN OPTIONS FROM THE
2Anahor,@ 1.15-Mhi.O.CJ Fla R.8. 240 M 3501ha 1 WA WA WA 1B0 Ws IN WA WA WA WA 341 We 442 The 560lbs ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. _
FIGURE 1: FIGURE 2: TABLE NOTES:
• . • • PRODUCT'REVISBD
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. m complying with Zhu Florida
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000" f-- Building Coda
Aceeplmlce lJo vo'�8'7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: B
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miami a pro
. r I [1-
. • 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
.125•
FIGURE 4: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
FIGURE 5: FIGURE 6: a�''�•'��CED1Sf
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" •X
C'
• THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X2'X.125-MULLION _ r p1o.56705
THE MATERIAL.#1AND 0 AEXTEND
NCHORS INTO WO D MAY BE 5 EEL,18-8 S S OR 41 S.S.CREW THREADS BEYOND
:'t)•�. � ,. ��•,:111_
rLO
i `cam'O()' '
A.' E.
58705
TABLE 2A o x
Mullion Capacity Table Itiod" NpOpeningWidth(WrveNca*spenringmUllolls)orOpen„yHelght(iorhorizonlaly-spaMngmUlbns) 1
601n 00 In 7019 OO In 1 901n 100 in 120 in 14019 1001n u
O
Reclergular Tfap/7dare. RealmgNar TrapRxalg. RectangularTrapTnarg. Realargular Treprtdarg. ReclangNef TfapRM1are. ReClareNdf Tr+p'Tdan9. Peolangulan Trap/Tdang ReclargNar Tmprtnary. ReUargular Trap/T9erg. a f:
1 X 2%,378 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading L.*q Loading Loodi a Load9g Loading Loading Loodhg Loading
0
Alum.Tube figg• o$^ �,- �gg }d$$•^ _ p 2: E E• _ 2• F _ ',• 2'i
Mullion a d (S� 8 0� � � i � 04
LID
z on 1 11
421. 170.0 620 170.0 435 151.3 6� 170.0 478 129.7 682 170.0 508 113.6 002 169.5 578 1009 662 16aB 617 90.8 682 168,9 617 747 652 IW9 517 649 662 188.8 517 6aT 60.2 168,9 517 -1 W
4a In 121.6 507 136.0 418 AMA 507 119.2 410 80.9 607 106.7 403 740 507 1026 399 67.6 507 99.8 397 60.8 607 99.0 396 50.7 507 99.0 398 43.4 501 90.0 396 1 390 607 99.0 396 � 2
50,62519 103.7460 1148 379 88.4 456 89.9 371 74.1 456 90.6 364 e4B 456 84,6 360 67.fi 0.56 61.3 357 61.8 4611 80.0 356 432 456 00.0 358 37,0 458 80.0 356 324 458 80.0 356 & (n
641n 85.4 400 93.3 336 71.2 400 00.9 326 61.0 400 72.7 372 53.4 400 67.3 318 47.5 400 64.0 315 427 400 82.3 314 35.0 400 61.11 313 30.5 400 61.6 313 26.7 400 61.6 313
CQ
6041 623 324 66.9 276 61.9 324 67.5 270 44.5, 324 51.2 264 38,9 324 48.0 260 39.8 324 43.8 251 31.1 324 420 256 26.0 324 446 253 22.2 324 405 253 19.6 324 40.6 253
63 in 63.8 294 57.4 752 4411 294 49.2 246 3114 294 43.6 241 33.6 294 39.0 237 29.9 294 37.1 234 249 294 35.2 232 224 284 33.5 230 19.2 2S4 334 230 16.8 294 33.4 230 .2
S 601n 46.8 260 49.6 230 39.0 268 420. 225 314 268 37.5 221 29.2 256 341 218 2110 268 Of.6 215 214 268 29.6 212 19.5 268 26.1) 210 10.7 268 27.7 209 14.6 268 21.7 209 Z $
121n 36,0 225 37.9 196 30.0 225 $2.2 191 247 225 28.4 108 226 225 25.6 185 20.0 225 23.6 182 140 225 711 180 16.0 225 20.3 177 129 225 19.6 176 113 225 19.6 176 LU xW
7619 30.8 2@ 320 t77 25.5 202 Z7.2 173 21.9 202 23.9 170 19.2 202 21.5 167 77.0 202 19.7 155 15.3 2D2 15.4 163 128 202 16.7 160 10.9 202 15.9 150 9.6 202 15.6 156 dZ
70 in 28.3 1112 LL
296 168 236 192 25.1 165 20.2 192 220 162 17.7 192 197 159 157 192 18.1 157 14.2 192 16.8 155 71.6 192 15.2 152 10.1 192 14.4 150 a9 192 14.2 150 Q J
~ Q 0, O
90 in 18.5 144 19.0 128 16.4 1N 16.7 176 Q yZ
Belo 142 127 15.6 113 )- r 6 �C3
� 0
00
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Ca 0.o Table Ihs ANCHOR CAP.,„,,,-, � x
Suw9ata: 27k COncnete 3.5k Conc. HOba GMU Filed CMU PT Woad Metal (DP-)X(V_
)=ANCHOR CAP„�, N
910•Eko 114•S9 111 112-
'5S El- x10 steel 0126
x12 sled ULLION CAP.,,a,,,,,a F.
Anchor Clip Patterns Anchor Type: 311V Elw Lilco n 114,Elco Ul9aoat 1101E 311V Elva tslradon 114*Men Ullman AggmGatefgs64lor S.(-(G5)6,-(CS) scree(475) USE THIS FORMULA TO OBTAIN THE•ANCHOR U X Q O O
Edge MO.-110. 1' 2412' 1• 2-117 3-tle• 1• 2-172' 1- 2-v2' r2- 02' 0.48• 0.54' 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN EL=` ZW )Embedment(lot 1.3/4• i•31P INV 7374• r 1-1/4• 1.114• 1.114- t-Ila' 1.111' r 1,710• 1318' 4edos ACTUAL PRESSURE REQUIREMENT FOR THE €a,2Ano9as®4.75'Mn.O.C.I Slan�rd or 09se1019(Fig.1): 3Wlbs 390+5. 45UM 090 M. 164410. 210M 2ao lbs 354ler 740lb. 3741bs 940 ios 34,lbs 44215. 560 ft OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 AnchmA 1.15'Min.O.C.1 S+endard lw0r l)ap(Ft.2t 4BOros 700 N6 WA WA NTA WA 380 bs WA WA WA WA 662 Iia N5lbs 112015. CAPACITY(FROM THE TABLE]OF THESELECTED4A Ihofs 3•Mm.O.C.1(2)2s5 Anile aips l(Fg.3t 780ros 700lbs Wros 1580Ibe 1896M 540 Ibe 560 As WA 7601be 740 ms 189210. 682IDS $851bs 020 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anctwm 00A5•Min.O.C.1 U471p,Into.125•Alum.(Flo.O): WA WA WA WA NIA WA NIA WA NIA WA WA WA Nrq 7 CAPACITY WHICH MAY BE USEO TO QUALIFY
Aahof/FiYiD lFg.5t 1B5IOa ta5 ros 22515. 0.4510. B221h1190 bs 17715. 37010. 10110. 4731w 170.ros 221150. 0.x0 i09 ADDITIONAL ANCHOR OPTIONS FROM THE
2An4hora 1-15'Min.O.C.1 F471 F .8' 24015. 35015. WA WA NIA WA t001tn WA WA WA WA alas M215a 66015. ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: r-RODUCT REVISED
. • • • ds eomplyin%lvilh lho Florkk
1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Buildu4g Coda
1.000, AccepLvtceNo
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---1 Bxpilati0n Dale
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, r By
FIGURE 3: I Mwm lmdacr
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.000' I I l t)
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS21-23. ��` N( LY101
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I `�` X1,0
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ..375• •' \GEPe.SC ��P
L a
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED -T No.5.6705
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1•X 2X.375"MULLION
LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND -"0 $ b
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,16.11 S.S.OR 410 S.S. `�U•,• :FP F .•`til
IILLIILL��11 �O .....• .
0N M
A.LYNN MII1EF3,P.E.
FL P.E.#58705
TABLE 3A wIIptA
MulllonCa ac Table bsH
Opening Width(for uel6cally-spannilg mullions)or Opening Height(for hod2onlaly-spanning mullion) ���1l�I
6010- 60 in 701n 601n ea 1. 100 N 120 N 1401n 160 in Ls , p
RectmOul.r TrepRdenl. Pectenudar TrsplTdeng. Recien9utar hepRden9• Rectergller T.p/Trlang. Rectengu or TreplTOeng. ReUangLq TraprTdang. Reclanguler TrW711msg. Reotma4ar T. ong. Rectangular TrnprTdeng. �jo
1 x2.76x Loadn9 Loadrg Lmdnp Loading Leadne LoaQng Loafing Loafing Loadng Lowing Loadng Loading Loafing Loafing LoadniiLOaMg Loafing Loafing syr
.3T6 AN -
Mull o
W �tr
z U1
42 in 170.0 620 170.0 435 170A 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 Big 170.0 1116 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 521 127.6 1301 170.0 521 111.5 1301 170.0 521 O W
48 In 170.0 708 170.0 524 170.0 850 170.0 581 170.0 092 1700 630 170.0 1133 170.0 561 161.8 11]0 170.0 677 136.8 1138 170.0 680 113.9 1139 170.0 BB0 97.6 11 J9 170.0 600 65.4 1139 170.0 680
50.625 In 170.0 747 170A 563 170.0 598 170.0 631 167.6 1032 170.0 684 148.8 1032 170,0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97,9 1032 170.0 766 83.9 1032 170.0 756 73A 1032 170.0 756 � �� N
'�o
541n 170.0 707 170.0 x112 161.3 007 170.0 6911 138.2 007 164.7121.
20.9 907 152.6 720 107.5 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 60.1 907 140.0 709 60.5 907 140.0 709 / m M OF
00H 141.1 735 161.5 625 117.6 736 130.3 611 100.8 735 118.08.2 735 106.2 690 704 735 80.6 587 70.5 735 05.1 676 56.6 735 91,6 671 50.1 775 B1.B 674 44.1 735 91.0 511 ( f I F
83 1. 121.9 668 130.0 570 101.0 688 111.5 637 07.0 866 98.96.2 866 90.1 630 67.7 666 63.9 531 80.9 668 79.0 528 50.0 660 75.0 521 13.5 660 75.0 521 36.1 886 75.8 521 L j U j
661. 106.0 607 1124 522 88.3 607 96.1 611 75.7 607 85.00.2 607 77.1 493 50.9 607 71.5 486 53.0 607 WA 461 44.2 607 83.4 476 37.9 607 62.7 474 33.1 607 x32.7 474 C/ LU
721. 01.6 510 85.8 443 68.0 510 73.0 IJI 58.3 O 64.31.0 610 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 810 45.9 402 292 510 44.4 399 25.5 510 44.3 399 `( ` g U) H W
c 7610 69.4 458 72.5 400 67.8 458 61.7 392 49.6 456 51.13.4 458 48.6 '378 38.6 456 44.6 373 34.7 458 41.6 366 20.8 458 37.7 362 24.8 458 36.0 3ti9 21.7 4% 35.7 358 ✓OOO J -1
701n 64.2 435 67.0 381 63.5 435 56.8 373 45.9 435 49.80.1 435 44.7 360 35.7 435 40.9 355 32.1 435 36.1 351 28.6 435 34A 344 22.9 435 32.8 341 20.1 435 32.2 346
90110 11.6 321 47,1 200 31.6 327 38.1 185 28.9 327 31.8H.1 327 28.3 275 2J.2 321 15.7 211 20.9 3117 23.7 260 17.4 327 21.0 2B2 14.9 $17 19,3 266 / / Q Z N
05 In 34.4 287 35.4 257 28.7 2B7 28.9 262 11.8 287 z8.01.8 2B7 23.1 241 18.1 2B7 10.9 240 17.2 267 18.3 237 14.4 267 10.9 232 {�,/^ lIC/J^-/� r
fq
1001. 212 227 21.7 205 202 227 20.0 201 17.3 227 10.05.1 7 100 19311110 223 215 227 184 16.8 215 19.1 fel 159215 16.8 N N
120 N 17.6 184 17.9 167 X
TABLE 3B ANCHOR CAPACITY ADJUSTMEN MULA: 6a."� Z N (�
Anchor Capacity Tablejibs) ANCHOR CAP.,,„,,,,¢ �Q
SoO.I.W 2.71,Corwrele 3.5k Caw. Holm CMU Filled CMU PTNbud Me1a1 (OP-)X( )=ANCHOR CAP.,r,
b1U4
114'SS Ek.5116'Elco 114'SS Eko 610 Sleel 012 Steel 812 Steel MULLION CAP.,,m,,,,,c
Anchor Clip Patterns AncAaType: 3116'EkoUhxon 1M'EkoUl6acan 3118'EkoUlbaban 114•Elwufreeon A9preQafa Inlmcon Agt;.Geta screw(05)Serew((35) screw(65) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edae U t me(i 1, P 2-1(11 to -irs" 1' z-1rs• 1' 2-trs• r 341¢ z 0.46' 0.54' 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN
Embednml(h 1-31C 1-W4• 1-Y4' 1-174• 1-114' 1-1a• 1.114' 1.114' x114' 2' tare' tare' cedes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchae 4.75' N.D.C.I StwWda Oftel Clip(Fg.1: 390M 390 lb. 45010¢ 90Ws Z70[be 200Iba 354M 31WA
74 Lbs 664 lbs 940 It. 3411be 4421M 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION
I Standad(a Orsel Clip g.2} 480 In 700 lbs WA WA 3801W NIA WA WA WA 682M 885lhs 1120 Ib. CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Aiwhors®3"Min.O.C.1(2)2x5 Anglo CliI(Fia.3): 780166 T80M 680Ibs 1560lbs 5401¢6 560lbs WA 48lbs 860106 IB92lbt 6820. 895lbs 11200.6 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anchors ag 0.45-Min.O.C.r ULIp,Int..125Ai m.(Fg.4R WA WA WA WA WA WA WA WA WA WA WA NIA 715 M CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anctwr/FLllp(Fg.SR 195lbs 195lbs 22510s 446M 1351b. 1401be 177lbs BT I6e 3321bt 473M 170M 221 IW 28011,3 ADDITIONAL ANCHOR OPTIONS FROM THE
2Amhm 1.15'Min.0.C1 F{2I Fla.6: 2401bs 35910. WA WA WA NIA 190 Ibe WA WA WA WA 341 106 44216¢ SROM ANCHOR CAPACITY TABLE.
NOTE:FOR T CL AME ANCHOR PATTERN AND ANCHOR VALUES AS T<DARDLIP CIRCLED V SE,I SED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISFD
\) ms complying with The Fllx1&
Uuild'ulg Cade a 49.03
FIGURE 1: FI RE 2: Acce¢Bone at 16_,,I
8 � -• 1000' -- Pplmuon DataFOR INSTRUCTIONS ON USING THE TABLES ANDS EET 25 FOR INFORMATION ON LOADING (B�fy1 1i dahOductGbnFOR GENERAL INSTALLATION METHODS.
POLATI LLL /OR OPENING WIDTHS IS ALLOWABLE � ( ....!IV�..
FIGURE 3: .....,,.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-3. 2.750• `�\N\ , •1�CENSF �FT
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I " lo.L•6705 �( -
ANGLE CLIP MUST BE USED IN PAIRS. L
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 375'
FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -'O Q
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" ill If-�r r'(r
(( )I THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEA S! F •.;��,'.
ILLl�ll l 11 11 �• 1"X2.75"X.375'MULLION (OR1p(`.••' \•
• • LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,16-8 S.S.OR 410 S.S. iA:rS,l� I A 154 ;P.E.
FL #58705
TABLE 4A
Mullion Ce ee Table Ibste #
Opening Width(for wrticallpspertrirgmllGore)or Opening Height(for horiznr/a"p6nrtirgm1hore)
501n 601. TO N IBO in I e01n 1 100 In 1 1201n 1401n 100 in
1 X 2,76 x Rmtwwlw Tmwtrden9. Raclargrder TreprTdm4 Rectangular MOITI.N. Rectsngl4er Traprrda.0. ReclanguIm TreplTdalg, RectencMar Trallidang. Rxtenguler TrapTdang. NeclantI dw TmpTden9. Rectangular Trap7denB.
Loads Laedn9 Loads Loads o. w
.650 Alun" 0 0 g Loafing Loadng Loadng Loafing loadinfl loading Loafing Loafing Loedu�9 lnedng Lowing Loadn9 Loafing LasdnO oY U
J
Tubea r p n p a F p £ F a 2 p zr r x a U p 2z Z
Mulliong � a � g •6 a
oe O U oa U U U U U U v u v G u U u O oa o0
s g o �om F
421n 170.0 egg 170.0 435 170.0 744 170.0 478 170.0 685 170.0 SOB 170.0 992 170.01 5111 17 1118 170,0 521 170.0 1240 170.0 521 170.0 1466 170.0 521 156.7 1820 170.0 521 138.0 1620 170.0 521 -j0.0 W
481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170,0 830 170.0 1133 170.0 861 170.0 1275 170.0 S-n 170.0 1417 170.0 680 141.7 1417 170.0 6110 121.5 1417 170.0 680 106.3 1417 170.0 NO _
m rn
60.625 In 170.0 747 170.0 583 170.0 696 170.0 631 170.0 1018 170.0 664 170.0 1195 170.0 723 182.8 1288 170.0 747 148.3 1280 170.0 758 121.0 1288 170.0 750 104.5 1280 170.0 756 91.4 1288 170.0 758 W 'O o p
541n 170.0 707 170.0 612 170.0 BSB 170.0 891 170.0 1111 110.0 154 150.7 1130 170.0 603 131.8 1130 110.0 637 120.6 1130 170.0 658 100.5 1130 170.0 681 88.1 1130 170.0 581 75.3 1130 170.0 861 ? CD �
0011 170.0 685 170.0 701 146.5 915 1823 711 1255 915 111.5 740 100.9 915 1323 735 97.5 816 123.8 728 87.9 015 118.5 720 73.2 915 114.4 715 82.0 915 114.4 716 54.8 915 114.4 775 F-
= 63 h 151.8 830 181.8 710 128,5 B30 136.9 694 1085 830 123.2 681 84.11 830 1122 870 84.4 630 111.6 682 75.9 130 80,4 656 63.3 830 91.5 &9 54.2 810 94.1 640 47.4 630 94.1 619 W e m
rm SB 4t 132.1 757 140.0 650 110.0 751 119.8 636 84.3 757 105.9 024 82.5 757 96.1 614 73A 757 88.1 608 68.0 757 84.2 am 66.0 767 70.0 693 47.2 767 78.2 Sal 41.3 767 78.2 581 Z 0.
J 7241 101.7 638 106.5 552 64.0 636 91.0 510 727 e]8 60.1 530 83.5 838 722 521 565 838 88.5 574 50.8 830 823 SOB 424 e3e 57.2 500 36.3 831 56.3 497 31.6 B3B 55,2 497 � �
7 J €
761n 81.5 571 00.1 408 72.1 571 76.8 458 6. 71 57.4 470 54.1 511 60.6 471 48.0 $71 55.5 464 43.2 671 51.8 459 36.0 571 47.0 451 30.9 571 44.6 447 27.0 571 44.5 MB Q r.��
781. 50,0 512 83.4 474 66.7 612 70.5 465 67.1 512 62,7 456 50.0 542 557 449 44.4 512 51.0 442 40.0 &2 47.6 417 333 512 42,9 429 7e.8 542 40.6 425 25.0 512 40.1 121 Z ¢ N O
BD In 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 38.6 349 32.5 407 35.3 343 28.9 407 32.1 338 28.0 407 28.5 314 21.7 407 28.1 327 18.6 107 24.1 371 16.3 407 23.0 319 Q 111) Z W o
~ x �QN`_.
00 In 420 356 41,1 320 35.6 356 37.2 314 30.7 358 32.4 309 25.8 356 28.8 304 23.8 150 28.1 300 21.5 358 24.0 286 17.8 356 21.0 TAB 16.3 355 19.2 284 fn
105 In 70,1 267 30.8 255 25.1 263 25.8 251 21.6 253'2,2.5247 te.e 283 19.9 2M 111.7 263 1e.0 210 15.1 263 16.5 237 W71 h 27.8 287 28.3 212 23.1 267 23,0 238 18.6 267235 17.3 287 18.3 231 15.1 287 18.5 226 � NIn 220 229 22.3 209 18.3 229 1611 205 15.7 229202 C.) x Q O
Q..� Z
TABLE 4B NCHOR CAPACITY ADJUSTMENT FORMULA: m0 N
Anchor Ce act TableIb6 ANCHOR CAP.,„• 6 ' � Of
SubstmW 2.7k Concrete 3.5k Cone, HODOWCMU FOIed CMU PT Wood mew (DP..)X( )=ANCHOR CAP.,,,
5118'Eko 1/P 99 Eko 5118'Elco 114•SS Eko 910 SEMI 512 Steel 012 Steel MULLION CAP.,K„•"•
Anchor Clip Patterns AncMr type: 3110 Eko UlVacen 111'Elco UNiaton U19econ 3/18'Eko UlBacon 114'Eko Umecan Appracalor Ullmcon A99recal« Screw(05)it a (GS) Screw(Gs) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge DNI.ce(n): 1• 2-12' 1. 2.1• 3-Ir6- r I 244 1' 2.lrr 2' 3116' Y 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment Mk 1-314' 1.314' i-w 1-314' 7 alo•tt-1/4• 1.114• 1-1/4' 1.114• 1.1111- r 12/a' I1v8' ,edea ACTUAL PRESSURE REQUIREMENT FOR THE
2 A.bm®4.75•Min.O.C.I standard W OUd Clip(Flg.1): 390 ms 390Ib9 4501bs 690 an 1644[be 270Ibe 289lb9 354 Lbs 740 ft. 37411,5 664 1b. 946 me 341 ms 4421b. 560 Ib. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Am"R 1.15•Mk,O.C.I Standard(el O1ke1)CUP ffW.2p 46011,5 70016. WA WA WA WA 380 me wA WA WA WA WA 6621bs Bas I 1120Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Amhws C 3"Min.O.C./(2)2X5 Angle Clip./".3): 780 ms 7801be 6801bs 15801bs 109816s 640 ms SBO IOs WA 760 ma 748 ms NO lbs 1692109 882 ma 685 6a 112011,5 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Arklam®0.45'Min.O.C./U-C ip,Into.12Y AWm.(Flg.4) WA WA WA WA WA WA WA WA WA WA WA WA WA 715 m9 CAPACITY WHICH MAY BE USED TO QUALIFY
1 AnA./FCep(Fig.5) 1956s 195 ma 225 lb. 445[In fin n. 135 ft 140 lbs 171 tb9 37010. 18716e 332 lb, 4731bs 170 r. 221 Ib9 280109 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Aecram®1.15'Mkn.O.C./F{71 (Fig.Bp 24011,5 350 m. WA WA WA WA 1001b. WA WA I WA I WA I WA 1 341 ms 442 In 50091 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ns camp17im,wIih 910 FIDrIft
building Code k6.,02JI&.03
FIGURE 1: FIGURE 2: TABLE NOTES: Acaptanm 140
• • • --� 1.000' r--- Expiration Date J2Cal
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mims de P(9e}
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. tr
FIGURE 3: :.`\*�..•••....,E
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' P �10ENS
• . • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
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 a6510 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.725• /U 97A7[OF ; \w
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ��•'• F(.OFi40?'. �� .
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.850'MULLION % s�� ••••-•-' \ �:
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. �r//r�(�f`J/�l. \\0
'1/1111 111
A.LYNN MILLER,P.E.
Fl_P.E.#58705
TABLE 5A
Mullion Capacity Table IbahY)
Opening MOdth(for vertically9panrlingmullions)orOpening Height(forhodzorta"ariligmtllions) ^B a
5010 60 in 701n BON 001n loo in 120 to 1401n 18010 111j*� o
ReclengA hap7Mrg. R.Iwgdar Trap7TdwI;. Rmt.gw 71(pTTdag. 11W.Vrdar TmpRdang. RKI.vda TwTdarg. RedwWar Tmpnlrlug. Reatanpalu 7rWTdanq. RecMrgtdar ToprrAng. Rectangular TV duq y�
1"x3.12b"at Loadln0 LeadlnD Loading Loafing Loadmq Loading LodlnO L.,W, LeadingLeading Loafing Ml
Loaft Loading Loading Loafing Loading Wadn9 c� U
.000"Aluma te. Fa F .' a 8 .' � r A .• F & n zA!
Tube Mull y" "" B 21 � N
0 0 u U u u u 43 u ue u U u a U ua 8 CO
�� .� a$ s� a. a �� a• a s� €� b a 8� a §$ sp a U)
21 s� s'� d` s � 3 �a so �a s z O
42 in 170.0 62a 170.0 435 170.0 744 110.0 478 170.0 866 170.0 500 110.0 M 170.0 519 170.0 1118 170.0 521 170,0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 LU
401n 170.0 708 170.0 524 170.0 850 170.0 604 170.0 O92 170.0 630 170,0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 880 157.7 1577 170.0 600 135.1 1577 170.0 660 116.2 1577 170.0 680 7 =
co
50-825In170.0 747 170.0 553 170.0 006 1740 631 170.0 1016 170.0 884 170,0 1195 170.0 723 170.0 1345 170.0 747 17oO 1494 170.0 758 141.7 1495 Vol) 758 121.5 1495 ODA 758 108,3 1495 170.0 756 U-1 Oo o Q
641n 170.0 7B7 170,0 012 170.0 858 170.0 68t 170.0J4O.9
0.0 764 170.0 1275 170.0 803 168.1 1401 170.0 837 149.6[61437.3
70.0 858 124.8 1401 17D.0 661 108.8 1431 170.0 881 83.4 1401 17010 Bill m ~
001n 170.0 80 170.0 701 170.0 105.1 170.0 707 15&50.0 076 136.7 1150 187.0 928 1213 1155 156.6 017 111,0140.7 010 e26 1156 144.5 003 79.3 1158 144.5 003 00.4 1158 144.5 903 1-
53N 170.0 030 170.0 745 159.6 1049 170.0 650 137.05.5 880 110.6 1048 t41.7 816 108,5 1049 132.0 036 85.0125.5 628 78.0 1049 118.3 820 08.5 1040 118,0 619 59.8 ID49 118.6 810 U m
8010 180.8 055 170.0 780 138.0 055 151.3 601 119.13.7 766 1012 955 121.4 776 PIA 055 112.6 786 83.41060 TBT 88.6 055 98.6 719 690 055 88,7 746 521 955 98.7 716 z Wd p
72N 128.5 803 134.9 897 107.0 607 111.9 862 91.61.1 670 60.3 803 81.2 859 VA 003 83.0 649 84.270.0 642 53.5 BOJ 722 632 45.9 80J BB.B 628 40.1 803 68.7 027 U (n S BUYS Z
781n 100.2 721 114.1 620 91.0 721 97.0 61st 76.0 .1 605 68.3 721 78.5 595 6117 721 70.1 588 54.665.4 579 45.6 721 50.4 560 30,0 721 56.6 664 34.5 721 56.1 683 J �
J
781n 1050 684 105.4 590 04.2 884 89.4 507 72.2 .4 570 83.1 801 70,4 687 5&5 684 64.4 538 60.559.0 551 42.1 884 54,1 5,1 30.1 684 51.3 536 31.8 084 50.6 534
90 In 85.8 614 87.0 458 54.8 614 57.3 448 47.00.9 140 41.1 514 44.6 433 30.6 514 40.5 427 32.037.3 421 27.4 614 33.0 412 2&5 514 30.4 406 20.e 614 28.0 403 1511 Z o
96 In 64,2 452 55.7 404 45.2 452 47,0 306 35.70.8 300 33.0 452 36.4 304 30,1 452 32.6 378 27,130.3 373 22.8 452 26.6 365 10.4 452 24.2 368 16.0 452 22.6 355 4n N 1081n %.1 357 38.8 322 31.7 357 327 317 27.2 357 20.4 312 23.8 357 25.2 308 21.1 357 22.7 303 10.020.8 299 15.9 357 18.0 293 I&e 357 10.2 287 11,0 357 15.0 283 WIII In 35.1 J56 35.8 308 29.2 338 301 301 25.0 338 26.1 296 21.0 330 23.1 282 195 336 20.0 208 17.510.0 284 14.6 336 18.5 270 126 338 14.6 273 11.0 JJ8 13.0 280 fM U) U)
120H 27.7 269 28.2 283 Z3.1 289 23.7 250 19.8 288 20.5 258 17.3 269 10.5 252 13.4 269 18.3 248 13.814.8 240 11.0 289 12.8 210 9.0 280 11.4 238 6.7 209 1 10.4 272 Q XEL
Q O O
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: 8 s- Z m O to
AncllorCa OG Table Ib>t ANCHOR
SUlstlate 27RWCr9e 15kCNlC. H ow CMV FW0CMU PTW050 Mdat (oF;„)X( )=ANCHORCAP.r,
9111 ESLD 114'SS Eko 911 F3c0 114'S5 Elro 910 Slea Nt25tee1 512 Stal MULLION CAP.,r,,,,�,
Anchor CUP Panama AmWTYDe 3116'Ehotalmon 114'ElcoUdmeon 1'6'El' 911Elco UBram 1/4•EkouRMM '4'Sg alor U,=m Agg(eGdtx serer(os)Screr(65) WON(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E oslaae0r6 r 2-v2 r 2-u2• 3.111 t• 2-v2• 1• 2-1/2' T 3.118' z 0.48• 0.511• 0324• CAPACITY REQUIRED'CORRESPONDING TOAN
Em1M end n 1314' 13'4' 111/4' 14r 2• 1-14• 1.114• 1414' 1.114• 1.114• 1-Vm r I-sm, 1A'r vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2AndlDn04.7r MIn0.C.I5tand3nwo0sete (R 1 39211)5 39D ft 450 Ms 890 Pea 184/105 270 ros 280911 364 ros 1401L 3r4 ms 664 MS 6 1105 4 ros OPENING,WHEN IT IS LOWERTHAN THE MULLION
4 ArcMn 991.15'Min O.C.18ImWrd(wQU0CBP01g Z7 4BD ro3 700It- NIA WA NIA NIA 380 Its NIA WA NIA WA WA e82ros 685 as 11201ts CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arc1„®rMN.0.C.1 M Ddi AtgleClIps l qtg 3) 780155 78D 95 6001es 16M IDs 1806 ros 540 ros 980ros NIA 76015- 748159 Bw ro6 lag2lDs 6528, BW ItS 1120 Ira MULLION.IT WILL YIELD A MINIMUM ANCHOR
9Arc0ws®O.dS"MN O.C./UCBp.0110.121 Alum.P NIA WA N/A WA N/A MIA WA NIA WA MIA WA WA NIA NIA 1073 ea CAPACITYWHICH MAYBEUSEDTOQUALIFY
1 Archon FCVp(flg 61) 1859, 596 us 225ro5 445108 B22m 136ro5 140 bhs 1778, 37D tis 197105 5321. 473 Ile nems alms 2110105 ADDITIONAL ANCHOR OPTIONS FROM THE
2ArKM,01.15'M d,U.C7 F� (Fig,6y 240 lbs
950 ro5 NIA WA NIA NIA iBO k6 NIA WA NIA WA WA 341 ros 442 ft 560105 ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FROOUCP RGVISBP
ps..plying w11h pm Fib"
H 5.000'^1 Ruildiag Coda
Acceptance Nu(4$Z{S•O_-3
FIGURE I: FIGURE 2: TABLE NOTES: IMLI nihtu �Q21
0 5)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Mi DadoP411due1
X115 11111)1/
2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �\ •I 7 i
FIGURE3: ) 3.125 " �,0�•••........<<F3
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. - 1 ��CF•h1S(_ •• 0
• . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .S '• r
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -is Ni 575705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500" _ CY
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -0'• 'b Lt!'`
FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0003-T5 AND BEA MINIMUM OF.125" %-p
1'X3.125'X.b'MUSON LLION �'C7t�'•.
THICK.S (5'VF MULLION)
TEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT �.'•� LEAST.
• LORII;r:•' �C�;� LEAST.125"THICK AND 030.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ��5,�.r ? (�\.`�,
THE MATERIAL.010 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. 1A.L N IL 111`
A.LYI1ItJIi+IA�LLER,P.E.
FL P.E.#58705
TABLE 6A �x1D
Mullion Capacity Table Ibs1Hz • AP
Opening Width(for vericallysparaingmJlioris)orOpeningHeight(lorro9zonlaW-sparrilgmutions) IV
�^� a
501n 601n 701n BO In 901n 100In 120 in No In 160 in - ORealongut' Trap mm. Redmoiler T,*Tdong• Recrmgolar TwTdatg. Reclangda TreprTrlan9. Rectangular TropRdan9. Rodengtder Trepirdena. Rectmgular TlwfTd-V. Reagin mer TrapRdeng. Rect.gWor Trepmleng. j
1114x.126 Loading Loading Loading Loading t.00ding Loafing Loadg Loadirg Loading lording Loading Loading Loading Loading Loafing Londng Loading Loading P.yr cw7
Alum.Tube € '„ ' F .F .�' �.. € •' '.. € '_ .�• .F €... ',. '� '.. FLO
Mullion
Is g s� z �
O F
42W 170.8 620 170.0 435 170.0 744 17MO 476 170.0 668 170.0 608 170.0 982 170.0 618 170.0 1118 170.0 621 170.0 1740 1700 621 770.0 1488 170.0 521 145.8 1489 170.0 521 127.8 1489 170.0 521 W
481n 170.0 708 170.0 624 170.8 850 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 681 170,0 1276 170.0 677 158.3 1307 178.0 880 730.3 1303 1704 680 t17.7 1303 170.0 680 97.7 1303 170.0 680 ..1
50.8251n 170.D 747 170.8 563 170.0 8911 170.0 831 170.0 1846 170.0 884 170.0 1165 170.0 723 156.1 1235 170.0 747 140.6 1235 170.0 756 117.1 1235 170.0 156 100.4 1235 170.0 756 87.8 1233 170.0 756 W o$ O
641n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1718 1700 754 154.4 1158 170.0 BD3 137.2 1156 170.0 831 123.6 1158 170.0 858 102.9 1168 170.0 861 082 1150 170.8 661 77.2 1168 170.0 851 m O h
4�3
Be In 170.0 807 170.0 701 168.7 1042 170.0 797 142.8 1042 161.1 832 125.1 1042 746.7 815 111.2 1042 138.8 601 100.0 1042 130.2 791 03.1 1042 123,1 782 71.6 1012 125.1 702 626 1D42 125.1 782
63 In 170.0 930 170.0 745 151.2 972 163.0 816 129.6 992 744.4 799 713.4 982 131.0 782 100.0 992 121.4 7611 80.7 982 114.6 758 75.6 992 1DBA 745 04.8 982 103.8 744 68.7 092 105.0 744 a
68 In 165.4 947 170.0 780 137.8 947 148.0 786 118,7 947 130.3 768 103.4 947 117.7 752 91.9 947 106.7 738 02,7 947 102.2 727 60.9 947 95.1 713 59.1 817 94,0 711 51.7 847 84.0 111 Z m S`
e
7211 135.9 849 1427 737 113.2 849 127.fi 722 87.0 849 108.8 708 84.9 848 904 686 76.5 819 80.7 668 67.9 849 82.7 675 68.6 849 75.3 659 46.6 848 726 652 426 849 724 651 ? � 6
76N 116.6 782 120.7 665 98.3 762 102.8 652 026 762 80.0 1140 72.2 762 60.9 629 84.2 762 74.2 620 67.8 762 89.2 613 40.1 762 62.6 602 41.3 Y62 69.9 597 36.1 782 68.4 595 JQ (A O.-6�
2 78 N 106.9 724 111.4 634 89.0 724 84.6 621 76.3 724 82.0 608 68.6 724 74.4 699 59.4 724 611A 691 53A 724 63.4 6113 4+.5 724 57,3 673 38.2 724 54.3 567 33.4 724 53.5 565 F J
801n 89.0 613 71.8 1117 68.0 SIJ 60.7 QI 49.7 613 62.9 486 43.6 513 47.1 458 3&8 643 42.8 452 31.8 543 38.5 446 29.0 W3 34.9 438 24.0 543 32,1 430 21.7 643 30.7 426 Q
08 N 57.3 476 58.9 477 47.5 470 49.7 419 40.9 478 43.2 412 35.6 476 381 406 31.6 470 341 400 2&7 470 320 395 23.9 470 26.1 386 20.5 ITB 25.6 380 17.9 478 24.2 778 r m p 8
login 40.3 377 41.1 341 33.5 377 34.8 335 28.0 377 30.0 330 25.2 377 28.8 325 22.4 377 24.0 321 20.1 377 22.0 317 1&0 377 19.0 310 14.4 377 17.1 304 fn J'
Ill in 37.1 757 37.0 323 30.9 357 31.6 310 26.5 357 27.6 313 23.2 357 24A 309 20.6 357 22.0 305 18.6 357 20.1 301 15.+ 357 17A 284 � � � N
120 in 29.3 308 2aa 279 24.5 me 26.1 27{ 21.0 306 21.7 270 1&3 300. 19.2 267 18.3 306 17.3 263 U X Q O Q
144 in 77.0 212 172 186En
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: � Z m Of mea.
Anchor Capacity Table b• ANCHORCAP., ,,,,` 11 -7 i-s
80.1rale: 2.7k Cawrele 35k cont. Rdiow CMU FWW CMU PT wood Mete] (DP")X{ J=ANCHOR CAP.,,,
5116'Eka 114'65 Eko 5118'Elco 114'SS Roo 010 6tee] 01261ee1 012 Sted \MULLION CAP.,w,,,,,
AnchorCllp Pattens AtmbarType: 3118'Eka Utbacon 114'Eko l6kecon NI-on 3'18'Eka Ubecon 114•Eka Unrawn ANmGetor Ullwcon AggreG= Bow(G5)Screw((35) screw(G51 USE THIS FORMULA TO OBTAIN THE*ANCHOR
Edge gate.!ink 1• 2.1rr 1• 2-12' 3.118• 1• 2-1n' I• 2-V2' Z' 3-718• 2• 0.46• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(Int 1-314' 1.314• 1.314' 1-9M T 1-1q' 1-114' 1.114• 1-114' 1-114' 1-114' 2' talo' L3rB• terios ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchors 444.76MIn.O.C.I Standard ar 0l(set Cflp(Fig.162r. 380 b9 390Ibe +50 ba 890 ibe 1&4 bs 270106 280160 354165 740 Ilia 374 The 06416s 0.411 um 341 bs az16s 580 res OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AmN.Q 2.25•Min.O.C.I StvAmd(or O5se0 Clip(Fig.3): 7001bs 7DO Im 5801bs 14101bn 852 bs WA 5601bs WA 6309. WA 880 1b. WA 682165 885 ft
1120 Lbs CAPACITY(FROM THE TABLE)OF THE SELECTED
BAmbom 01.15'MN.O.C.I SlaWmd(ar06ae0 Clip(Fig.41. 9110 ba 140010s WA WA WA WA 7601DS WA WA WA WA WA 1383 Ibs 1770 I1re 2240 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 AmW3®r Min.O.C./(2)ffi5 AnOk pips I(Fig.5t 7809m 7801bs 6801. 1560165 1898 bs 6401bs Sao lbs WA 760 U. 740 IW 890lbs 10921bs' 682 It.
BBS Ibs 1120Ibs CAPACITY WHICH MAY BE USED TO QUALIFY
0 Anclmre 3'Min.O.C.I )245 Anpb 011ps I b.6Y. 71T 11b5 11701bs 1020 bs 234DIba 2844 be 810 Poe 840 b5 WA 1140lbs 11221bs 1320 Ds 28301bs 1D22Ibe 13271bs 1880 ba ADDITIONAL ANCHOR OPTIONS FROM THE
4 Amhm 40 0.45'W.0.0.1 U-010.Inlo.125•Also.(Fig.7t WA WA WA WA WA WA WA WA WA NIA WA WA WA NIA 1430165 ANCHOR CAPACITY TABLE
2 A.M.6225 Min.O.CJ F-Clip(Fg.Bt 350 bs 35010. 290 W. 705 ibs 478 R. WA 2801be WA 315 bs WA 4+0 Ibs WA 341 bs M216a 5601Ds PRODUCT REVISED
05 cnmPlYina wile tho Fltt"
4 Anchors®1.15'MK O.CJ F-019 ft.91 48010s 1 708 ba I WA- I WA N A WA 380169 WA WA WA NIA WA 802 Ym BBS lba 1120 bs 1.000' B W Idtng Code 1 fv-621'8.O
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'I f'-' ncmptpn,o ND 13
Expiralim Date2O�t
TABLE NOTES: By !'�
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: Mtamt da►rOSt 101
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\\\ 117
• • • • • • • • • • ff • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. j• \G[NSF .,•P
• • • • • • • • • • e.•' it
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" ),) 5iS'/p5
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ f) 16 tr=
:a { �0
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �. SITAIE 6F
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED YELLOW (�125'
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126.7HICK.STEEL 1 •:�;iSr,' 'L ...... ��•,�
STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK �l ill`s�O,�A,II7�`�
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. - AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910& 1•X 4'X.125' A.LYNN MILER,P.E.
012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 7A 9 9t
Mullion Capacity Tablefibs/le) kY
Opening Width(for vertically-spenning mullions)of OpanIng Height(for h0dz0rtaIfi,-sp8nnIng ML99ons) �1a! a
50 in W N 701n 80 N Min 1001. 120 In 140 fir 160 h $•
1K4x.376 Rectangulm TtapTilang. Reetmguler Tmprrdnng. Rectan011ar Tmrri1ng. Reclmgdm TrepRdang. Rectenvar Tlaprfirl RW.nguler TreplTrimp, R.Wnllular Vapriden0• Recmngalu TraPlTdmg. Reclangdar TrapTrimg. q
Lc.,ng Laadmg Lowing LaS&V Losding Loa•1g Loafing Loadh9 Lowing Leeding 'Uedin9 LoednB LoaAng Loafing Leading Loft Loedlnp Laadkg s:d
Alum.Tube LL
r r r r $ r $ r n r r F r
Mullion g� g B � � �8 g s �-� 1 h a a 4 m
te. 8 SB Is� > . B� $ e� e� s¢ � § 13� �� $ s a� s 6 8 8�13 U)
S US
o
42 In 170.0 620 170.0 435 _170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 510 170.0 Me 170.0 521 170.0 1240 170.0 521 170,0 1450 179.0 52t 170.0 1735 170.0 521 170.0 1983 170,0 521 J W
481. 170.0 Me 170.0 624 170.0 850 170.0 884 170.0 092 170.0 WO 170.0 1133 170.0 601 170.0 t275 Wee 077 170.0 1417 170.0 6B0 170.0 1700 170.0 660 170.0 1983 170.0 880 161.8 202{ 170.0 680 J j
50.6251. 170.0 747 170.0 figs 170.0 890 170.0 631 170,0 f04e 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 768 150.0 1919 170.0 756 136.5 1819 170.0 766 a o C)
541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 877 170.0 15% 170.0 656 159.9 1709 170.0 861 137.1 1799 170,0 601 120.0 1799 170.0 861 ED M O
601n 170.0 685 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 578 170.0 1417 170.0 944 170.0 1694 170.0 996 155.6 1619 170.0 1033 129.8 1619 170.0 1007 IWO 1819 170.0 1083 97.2 1619 1710 1063 � co J
Win 170.0 930 170.0 745 170,0 1116 170.0 550 170.0 1302 170.0 940 170.0 1468 170.0 1018 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 166.5 1166 100.7 1342 187.9 5167 B6.1 1512 1(17.9 1157 �
{, 68111 170.0 971 170.0 789 170.0 1189 170.0 BOJ 170.0 1384 170.0 1002 150.6 1472 170.0 1088 112.8 1472 108.8 1148 128.5 1O1 166,6 1130 107.1 1472 147.6 1100 91.8 1172 148.0 1104 00.3 1472 148.0 1101 Z 'y
721. 170.0 1063 170.0 875 170.0 1275 170.0 1009 150A 1320 186.2 1101 172.0 13m 149.9 1082 117.7 1320 137.a 10% 105.0 1320 120.8 1019 88.0 1320 117.0 1074 75,4 1720 112.8 1013 66.0 1320 112.6 1012 = La
IS In
170.0 1722 170.0 977 119.6 1184 158A 1057 1202 1184 139.9 894 112,2 1184 123.7 978 89.7 1184 115.3 984 88.6 1184 101.5 952 7l8 I. 07.0 T164, 1184 03.1 027 58.1 1184 82.3 923 J (!) C Z
W 781. 166.1 1124 170.0 9117 138.4 1124 147.0 965 110.0 1124 126.8 947 107.8 4124 115.8 971 92.3 1124 105.5 016 03.0 1124 98.6 BOB 69.2 1124 09.0 1124 04.3 681 51.9 1124 83.2 878 Q J r•
~ Q p
901n 108.1 644 111.5 750 90.1 044 94.3 738 T7,2 Bd4 52.1 724 67.6 844 73.3 712 60.1 044 98.6 702 54.0 8" 61.4 693 45.0 844 542 514 50.0 BBB 33.0 Bk 47.7 662 ¢ '2 Z W o
961. 89.1 742 91.5 667 74.2 742 77.2 652 63.8 742 67.2 641 55.7 742 59.6 WI 49.6 742 54.1 622 44.5 742 40.5 6t4 37.1 742 43.5 742 39.6 600 27.8 742 37.5 684 f- t0 a; uo1081. 62.6 558 W.9 610 62.1 588 53.6 521 44.7 Sea 46.6 513 39.1 566 41.4 505 34.8 586 37.3 498 31.3 568 34.2 492 26.1 566 29.6 506 26.6 472 19.5 588 24.7 468 crl1111n 57.6 555 66.1 BW 48,0 655 49,6 495 412 655 42,9 487 36.0 555 38.0 480 320 655 34.2 473 2eA 656 31.3 467 24.0 655 27.1 355 21.3 448 10.0 554 22.4 442 � Y1201n 45.8 475 46.4 133 38.0 475 39.0 428 72.fi 475 317 120 28.6 475 29.8 414 26.3 476 28.8 409 228 475 24.5 401 19,0 476 21.1 /76 167 3B7 11.3 475 17.2 381 U X Q O O
1441. 26.4 330 28.7 303 22.0 330 224 301 16.9 330 19.3 207 16.5 330 17.0 283 d c` Z
TABLE M ANCHOR CAPACITY ADJUSTMENT FORMULA: mo
Anchor C ael Table(lbs) 0 m�
SUMtmte: 2.7k Concrde 3.5k Conn Hoc-CMU Fdled C7eU PT wood Metall (DP-)X{ANCHOR CAP.,",,,,,",\_ANCHOR CAP... ��
5116'Eko 5!4'SS Eko 5/18'Elco 114'BS Elco M10 SIM 912 steel 9126ted MULLIONCAP.,,"•,-'
Anchor CUP Patterns Anchalype: 7118'Elco Ulbecon 114'Eko USrecon PWA
Elco UlbOcon 1!d'Eko UBracan
UlOxon A99reGala UIr Elc AppreOotor BcleW(G5)Screw IGS) Scmw(cs) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge Oelance rmk r 2-1/r V 2.172- 3-98' 2-Itr t• 2.1TY 2' 3116- r 0.43' am, 0.334• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedmml(k3 1a1P 1x14' t-3l4' t-374' 2' t-tH' 1-114• 1-I14• 1.174' t-v4• 2' ta/B^ tale' wrks ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors®4.75'Mn.O.C.l Standards Oriel CUP(FIg.M)I 3901. 390W 4501. 090 ma 16441. 2801. 3541. 740 lbs 3741. 684160 946 Its 341 Iba 4421. 560 t. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchom®2.25-Min.O.C.!Standard(er0)tseO Clip(Fig.3), 7001. 7001. 5801bs 14101. 9521. SW Im WA 630lbs WA 880 ft WA 6821. 6851. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnc.re®1.15'.11.O.C.IStanderd(orOBscl)CGP(Fg.4k 960 ba 14001. WA WA WA7601. WA WA wA WA wA 17639, 1770 lbs 22401s MULLION.IT WILL YIELDA MINIMUM ANCHOR
4Anchors®3^'NUa O.C./(2)235A.*CIIP.1(Fla6): 7801. 7801. 6801. 15601. 18961Ds 5601. WA 760lbs 7481. 6801. 18921M 602111. 8851. 1t201be CAPACITY WHICH MAY BE USED TO QUALIFY
BArc.rs 6 T Min.O.C,1(2)915 Amb CLP51(Fig.8): 1170IM 71701. 1010 bs 23401. 26441. 1. WA .461. 11221. 1320 bs 2836lbe 10221M 13271. 1680 I. ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchom 0 OA5'Mn.O.O/U{31P,Inm.l2r Alum.(Fig.7T WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 Ns ANCHOR CAPACITY TABLE
2Arc.m49225•Mh.O.CJFI.TID(FI0.87 3506, 3506, 290Ibs 705 lbs 4761. WA 2801. WA 315 IDB WA 4401. WA 3411. 4121. 560 Ns PRODUCTREVISED
4 Anchors 891.15'Min.O.C.I F121 F' el 4601. 7001. WA WA WA WA 3801. WA WA WA WA WA 6B210s 6851. 11201. as complying with gu Florida
P(10. as co ng Code
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -`1 1.062' -•-+ 1.000' Acceytence Nm 1(,-49 210.03
ZJ
E pile( Dole
TABLE NOTES: Ey
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 Mlam'Dado Product
• • • • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t 1 I I 111)
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE `��� �(4YNN/I/�
HSI--
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4 000" 4.000' _
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS NU.513/015
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
FIGURE 5: FIGUREQ FIGURE7: f f1/
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -•,(j0.' �n, 7 111
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE - '• %ID r,�6 •',11 -
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -_ - (^ c Off,••.
6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' •375" 375'L '� 4C� •''•L017t-
L4
THICK(18 GAUGE).STRUCTURAL STEEL TO BE A7 LEAST.125'THICK AND A36.ALL ANCHORS r � X71 `�' 1``\
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.N10 8#12 1'X 4'X.315'
'X.375' 1"X 4'X.375' A.LYNNIMILLI A'P.E.
ANCHORS INTO WOOD MAY BE STEEL,1B-8 S.S.OR 410 S.S. "T--MULLION MULLION FL P.E.#56705
TABLE 8A akn
Mullion Capacity Table pbsKel
Opening Width(for NvIlcaly-sperWng muliore)a r Op ening Haight(for hoamR ally'spanni g mllgom) C�x G
50 in 601. 701n 801n 901n 100111 1201n IID 1n 16o in OLL
Rectenguler Vwfdang. Rectangular TrepM ng. RedergWor Tmp/Tdattg. Reofangd. Trep7Tdwg. Rectm9IJU Tall'twasg. R denpAer Tropfffty. R"UngWrc Tmprrdarq. ReotanCWer Trop7rdeng. Rectangular Tra"ong. 4X
1.26"x L9adng Loafing Loafing Loafing Loading LodLoadng Loafing Lmsing Loading Loafing Loafing Loadrg Loadnp Loafing Loafing loading LoaOnQ oye g �u
3.168"x
d
LL
.266"Alum 1.0
Tube Mull a 8 a N
py yy .5 6�' h � h. a� 6 �•'4 OD
a1 .$ �3 F
42111 170.0 620 170.0 435 170.0 744 170.0 478 170.0 a88 170.0 508 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 140a 170.0 521 170.0 1735 170.0 521 151.0 1769 170.0 521 O W
48!n 170.0 708 170.0 624 170.0 050 170.0 544 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1276 1 170.0 671 170.0 1417 170.0 680 154.8 1548 170.0 680 1327 1548 110.0 680 116.1 1549 170.0 890
50.625 In 170.0 747 170.0 663 170.0 998 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 107.0 146e 170.0 756 139.2 1468 170.9 756 118.3 1488 170.0 756 ID4.4 1488 170.0 750 a s N
a°
541n 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170,0 803 163.1 1376 170.0 637 148.8 1370 170.0 656 122.7 1]76 170.0 861 104.8 1]76 170.0 061 91.7 1178 170.0 881 m U) o O
601n 170.0 865 170.0 701 170,0 1063 170.0 797 15&9 1159 570.0 078 139.0 1159 MA 930 123.6 1168 156.8 919 111.2 1158 150.0 912 92.7 1158 144.0 905 79.4 1158 144.8 905 69,5 1158 144.8 005 W t0 J
631n 170.0 930 170.0 745 160.1 1051 170.0 550 137.2 1051 155.9 082 120.1 1051 1420 848 108.1 1051 132.3 037 96.1 1051 125.7 030 60.1 1051 119.5 822 60.6 1051 119.1 821 60.0 ID51 116.1 621 W
661n IVA 957 170.0 786 139.3 057 151.6 805 118.4 957 134.0 790 104.4 957 121.6 777 92.8 957 112.9 757 83.6 957 106.6 769 69.8 957100.0 750 59.7 957 98.9 748 52.2 951 98.9 740 Z -J i $$�
9 721n 12&7 604 135.2 898 107.3 801 115.2 884 01.9 1104 101.3 671 80.4 001 91.1 56071.5 901 04.1 850 64.4 804 70.8 843 53.8 804 723 033 49.0 804 69.6 029 40.2 604 69.6 628 Ul
Ul
761n 109.4 722 114.4 830 91.2 722 97.2 618 76.2 722 05.3 600J71,'7 76.7 5% 60.0 722 70.3 588 54.7 722 65.5 Dog 45,8 722 59.5 570 39,1 722 56.7 665 34.2 722 56.2 564 •j re
N
f 751n 101.2 685 105.6 600 81.4 605 89.6 586 72.3 085 70.5 577 70,5 666 6&2 685 04.5 560 50.0 685 80.1 653 422 685 54.3 543 38.2 685 61.4 537 31.6 665 50.7 030 N r r
901n 65.8 515 68.0 457 54.9 515 57.5 419 47.1 515 50.1 44144.7 434 36.0 515 40.6 42a 33.0 5137.4 471 27.5 515 73.1 !13 23.5 515 50.0 407 20.6 516 28.1 401 Q ZNZ951n 64.3 453 85.0 404 45.3 463 47.1 397 30.0 453 41.0 391 36.4 385 30.2 453 33.0 379 272 453 30,4 374 220 453 26.8 368 19.4 453 24,3 380 17.0 453 220 356 1co MIn 38.1 358 39.0 323 31.6 355 32.0 318 27.2 758 29.4 313 26.2 306 21.2 355 227 304 19.4 356 20.0 300 15.0 358 10.0 293 65 -- UJM111111 15.1 336 35.8 306 29.3 330 30,1 701 25.1 338 26.1 291 23.2 207 19.5 338 20,9 2e8 17.6 ]]0 I0.1 205 X120111 27.8 290 2&3 164 23.2 290 23.0 260 10,9 290 20.8 256 18.2 253 15.1 290 1&4 249 N Q ?>
144 in 16.1 201 10.3 I66 IL R'r � Q
Z
TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: �R o m�
#
AnchorCe aci Table(lbs) AN CHOR CAP. , it !
Substmle 2700mrde Mxconc. HUMw CMU Flj*dcMU PT Wood Mele1 (DP,)X( �=ANCHOR CAP.,,,
Elie`Eko V4'SS Exo 5/19'Elco 114'SS Elco 0108Ietl tri23iee1 aft 91re1 MULLION
AnchorCllp Peltema •� 3'1c Elco U9mcm Ur Ex9unmcon uamcon &16'EICOIAImcm 7l4'ExouAmcon Ag9I aI0r Unrxm ApAeUIT 9cros05)Screm(G5) SCfw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Mama n V 2-117 1' 2-V7 118' 1' 2-1/7 1' 2-1z T 3-iU z 0.46- 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN
EMWdInasl n 1374' taro' taro' taro• 7 1-114• 1.11r 1-14' 1-114' 1.14' 1414' z 108' tar ,rales ACTUAL PRESSURE REQUIREMENT FOR THE
2Anclnn®473'Min O.C./Stardad a OMetC 91 390Ibs 3901Ds 450 an 890193 16444 lbs 27010 20D Es 3541bs 740106 374 Its 664 iia 946 im 301 lbs 44205 56005 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Asxitors 1.15.4491 o.a/Slaimm(ar OlaeOc8p ln9 2) deo ibs lag lbs NIA wA NrA NrA 380418 N/A wq NIA wA WA 6e2los ees ms 1I Ms CAPACITY(FROM THE TABLE)OF THE SELECTED
4AncMn®3-MIn.O.C.r M N5 ArOOCOPS 1 X 780103 780103 Geo Ibg 1560 to 18661bs 6401bs 5WIba NIA 7601ba 7491bs aw as 1892 to 682193 am 1120 ns MULLION.IT WILL YIELD A MINIMUM ANCHOR
4AnctM@0A5'Ma10.C.1U4:np•N10.125 Alum Iq4 NIA WA NIA WA NrA NIA WA N/A WA WA WA WA WA WA 1430 Ws CAPACITY WHICH MAY BE USED TO QUALIFY
1Arc1'efl FCe1 h611 196703 195106 2a los 4d5 roa Ba[s 1351os ldo ws mm3 370 IW 187M &VIM !7305 170 os 221105 260105 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Andes®1.15'MIn O.CJ FLOP g6 240 An 350 W6 WA WA NIA N/A 190106 NIA WA NIA WA WA MI 1W 442 to 560100 ANCHOR CAPACITY TABLE. PRODUCT REVISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. m cemplyio6 with th0 Florida
FIGURE I: RGURE 2: Duil p4 Cock Ko-'021 O
TABLE NOTES: f--1,250°-�-1 Pxpmia eDao a• 3
?021
1)SEE SHEET 1 FOR INSTRUCTIONS ON• • • •
• • ON LOADING.SEE SHEETS 2-4 FOR GENERAING THE TABLES AND SHEET L INSTALLATION METHODS.25 FOR INFORMATION Mivni de Modus Coo
1/11111177
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, ( )INNN ;1�
FIGURE3: <�0.....
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' �'; 11Ct:NS, •• 'P
1 1� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Ee
• • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" Plu.56705
IN PAIRS. 7- -
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL ti,•'.
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 7'� SIT"(Lo-
6063-T5
L-O' '•�}7
• 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 ANDFIOR1pF*,.'-
• • • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 3.199'X.265'MULLION .,`•S, •.......• `\
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.174'VF MULLION) •.r7 S/ t. No
• #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN INTI AL ,P.E.
FL P.E.#58705
TABLE 9A
Mullion 439paol Table(lbalna) P
Oponing Width(tprverlIca*spenning mulions)or Oponing HB7ght(fortlorizontallyepann! mdflons) C' 1+
60 h 60111 70 N 601. 901. 100111 120 h 140 in 160 In
tS4 O
1.28%3.20 Reclangakr TmpTdan9 RacUn9ular TraplTdenp. Raclen9ulu Troyrdeng, RalenpiAar Treprtdon9 Poclmgalar Trop'Tdenp. Reclen9uler TreIVMenQ Rectan9uier TmplTd4rg. Rectangular Trapl7dang Roelen9Wu Trep/Tdan9.
Wad"ag --ngLoadng LOadng U.&tg Load49 L.09 Laadng L.44 Loafing Leeda9 Loadng Loadng Loaft Lwdln9 L..dag Loading LOedNg R�� U
x-100
Alum.Tubal _ _ � to
p� _ J�l Milton
12 V�5 LM
42N 1700620170.0 435 170.0 744 170.0 478 170.0 800 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 170.0 621 109.6 1118 170.0 521 95.6 1118 110.0 621 W4614 170.0 108 170.0 524 170.0 850 170.0 561 181.0 976 170.0 630 146.7 978 170.0 BBI 130.4 978 170.0 677 117.3 978 170.0 880 170.0 NO 97.8 978 170.0 680 73.3 978 170.0 680 ? Z
50.825 N 170.0 747 170.0 603 170.0 808 170.0 631 150.7 027 170.0 604 131.9 927 168.5 708 117.2 927 159.1 699 105.5 927 156.3 696 87.9 927 158.3 695 75.4 927 156.3 095 659 027 156.3 695 k N
54111 170.0 797 170.0 612 154.5 809 1700 691 132.6 860 163.9 883 115.6 680 141.6 669 103.0 869 111.0 660 92.7 869 129.8 651 77.3 669 120.6 652 68.2 669 120.6 652 57.9 889 126.8 652 (L 0 0
BON 1477 746 159.8 674 119.9 718 132.3 620 101.3 746 WA 608 68.5 748 107.6 599 79.6 740 701.0 692 71.0 746 96.6 587 59.7 746 93.3 561 51.1 748 97.3 583 14.6' 740 83.3 583 �
N 123,7 077 132.0 676 107.1 87i 113.2 566 BBA B7/ 100,4 655 77.3 677 81A 610 66.7 877 85.2 W9 81.9 877 81.0 531 51.8 877 71.8 629 14.2 877 78.7 528 36,7 07} 76.7 620 1,-
63 J
(L J
68N 107.8 611 114.1 530 89.7 617 97.6 619 78.9 617 80.3 509 87.3 617 78.3 600 59.8 017 72.6 494 53.6 617 683 489 44.6 917 64.4 493 78.4 017 63.7 482 33.8 617 83.7 482 � (3• 7
in
72111 82.9 518 57.1 450 69.1 SIB 74.2 440 59.2 518 65.2 432 51.6 618 58.6 425 48.1 518 64.2 410 41.4 618 50.1 414 34 5 SIB 46.8 406 29.0 516 45.0 405 260 618 45.0 405 Z -j� m
2y
78N 705 165 717 406 58.7 4B5 62.6 398 50.3 48S 54.8 390 44.1 465 49.4 384 39.2 465 45.3 370 35.2 465 42.2 374 29.4 485 70.3 387 25.2 465 36.5 364 22.0 485 38.2 363 7
70111 65.2 441 68.0 387 54.3 441 67.7 379 46.6 111 60.6 372 40.8 UI 45.4 366 38.2 441 41.6 360 32.6 441 38.7 350 27.2 Ni 34.9 349 23.3 441 33.1 348 20.4 441 32.7 345 Z
901, 42.4 332 43.6 205 35A 332 31.0 289 30.3 332 32.3 284 26.5 332 20.9 200 23.0 332 28.1 278 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 18.8 262 13.3 332 10.7 260 � C
08N 35.0 291 75.9 260 20.1 201 30.3 256 25.0 201 28.4 252 21.8 281 23.5 216 194 201 21.3 241 77.5 201 195 TH f4.8 281 17.1 236 12.5 261 15.8 232 2 ¢ N O
1081. 24.6 230 25.1 200 20.5 230 21.1 205 17.5 230 18.3 201 $6.4 230 16.2 IBB �¢per&0 90
111 In22.8 218 23.1 $97 169 218 19.4 141 16.2 258 10.8 191 14.1 218 14.8 708 U) N Ji a 1g
1200
11.8 107 18.2 170 14.9 187 15.3 161 W (°7
�F Ln (n
U N a
a�r
11 Z 0 0
TABLE 9B m O sO
ANCHDRCAPACITYADJUSTMENTFORMULA:
Anchor Capacity Table Ib9) ANCHOR CAP.,,v,,,,,,, o�a�
SuOslrete: 2.78 Concrete 3.5N Ca. NoOow CMU Feted CMU PT Wood 146151 (DP..)X( }=ANCHOR CAP.,,,
j3-1;fr
114•SS FJco ShSENo 114.55 Elco 810 Steel Mfg Steel #12Sled MULLIN CAPAnchor ClipPattema Ancnary(e: 116•Elwunrxon 1!4•ExoUlueOon ro.on 116'ElcoUnreOon 1/4'EN.Utimm A99reGotor Ul9acon Affeoator screw(05)screw(05) Scre (05) USE THIS FORMULA TO OBTAINTHEANCHCR
1' 2-1/x 1' 2.112• 1' 2-1Q• 2• 3.116' Y 0.48• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDIN1-314• iVV 1.314' 114' 2' 1.114• 1.114• 1.114• 1-111• 1-114 1-1/4' 2' 1,VV 731B' rerk4 ACTUAL PRESSURE REQUIREMENT FOR THE
2AnIh-@4.75-M�.O.C./Standard or 06.61 Clip(Fig.1k 398106 390165 450 rw 890155 4 bs 27016. 180 Ib. 3541to 7401h1 37416. 684 Na 9461ba 3415be 4421be 560106 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Andra@7,15'MIn.O.C.I Stendard(or 01he0 Clip(Fig.2k 480W 700 roe WA WA NIA WA 3801b. WA NrA WA WA WA 682 Mi 6851bs �11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Amlim C 3•Min.O.0 I t2)aS Angle pips/(Fig.3k 769 ft 7m ioa ago les 1569 me %Ib. 540lb. SW I. WA 7601bs 7481b3 Mobs 1692 IM 662IW e85lbt 1120Ihe MULLION.IT WILL YIELD A MINIMUM ANCHOR3 Archon @ 0.54'MIn.O.C.I U471p,hto.100-Alum,(Fq,4k WA WA WA WA NIA WA WA WA NIA WA WA NIA WA WA 950106 CAPACITY WHICH MAY BE USED TO QUALIFY
1Ancnor I F-0(Fq.SkI'SZ1951be 715 Its 445 Poo 2Ibs 'SS
1be 140 u 57716. 37010. 1871b3 332 be 473116 170 me 2211bs 280 MI ADDITIONAL ANCHOR OPTIONS FROM THE
2A.1w.@1.15-MN.0TfF17p(Fq.Bk 2401bs 350114 WA WA N!A WA 190IW WA NIA WA WA WA 311 wa NZIb. SBO m, ANCHOR CAPACITY TABLE. PRPAUC(REVISED
M complying w...Fllx(da
U
FIGURE 1: FIGURE2: c uildulg Codc O�L)a,0
Aimlion Date
TABLE NOTES: P
. • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION JvC Dada Product Casae
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
ill
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \�•� `i LYNP)
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' ,.;,�;,•''�1GF.I�S� '•.�h�
Z.
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '�'•' '••jc '-
Fe I BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i;: NO.6£}705 -_
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100,
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL•T) '-orf g W -/141;
8E PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 81A t F
• 6063-T5 AND BEA MINIMUM OF,100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �;�,��'•., F7 I,,..'1��•;..
.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL i ;OR7V'
• • 1.25'X 3.25'X.100'
EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION
ANCHORS INTO METAL SHALL
• 810&412 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. A,{'yNN NIILLpF�,P.E.
FL P.E.#58705
N
TABLE 10A an
Mullion Capacity Table Oban@) R
Opening Width(forvedice"penningmiflons)orOpening Height(fonccdzoAetlySpsndng mullions) L'k! Q
60 in 601n 70. Be In 90 in 100 in 120 in 140 n 1601n �'
RWs ngaly TrepntiMg. RKlang.Aer T.pRneng. Raganµnar TrapTdeng. 11.10 IW Tn d
126X326 rq0 0'2-2-400. Retlangular Tuending. Muadkg TrLoadinng. Realengular TleplTdag Rooading Trap/fnang. Reclan9g Irap.,Iing yY
X.824 Loading Landing Laedng Loading Landing Loading Load'ng Loafing lnadtig Loafing Loading laod'n0 LoaO'ng Landing 700440 loafing Loa6nB Loading oZr 1�
J
Alum.Tube i` l:' .�' ,L' .b' .S .b' r .S .G F r .F .S .F' .S
MullLCI
a S a- aG ac 3- g fi oB 8 S"
v �2' v ua u v v` v u @2 u v ua v v '2 a2. a �@ o Pr u oA u @ a
u v ua ue uo u u� u u u u ua v u v m
�� 8& � 8d � �� $ �a � a i� �� Z U)
421n 170.0 620 170.0 435 170.0 744 170.0 478 17D.0 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 110.0 1240 170,0 521 170.0 1468 170.0 521 110.0 1735 170.6 521 170.0 1993 110.0 521 - W
J W
48 In 170.0 708 110.0 $24 170.0 BID 170.0 SBL 170.0 992 170.0 630 170.0 1137 170.0 661 170.0 1275 170.0 fi77 170 0 1417 170.0 680 170.0 1700 170.0 680 169.7 1919 170.0 680 148.5 1973 1T0.0 690 J =
506251n 170.0 747 1700 563 170.0 696 1100 631 170.0 1046 170.0 604 170.0 -1195 170.0 723 1700 INS 1700 747 170.0 1491 170.0 769 170.0 1793 170.0 766 1521 1877 170.0 756 133.5 1877 170.0 766
54 in 170.0 797 170.0 612 170.0 956 110.0 891 110.1) 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 ISM 170.0 656 INA 1159 170.0 111 134.11 1769 170.0 661 111.3 1759 170.0 661 LU 0 F-
60
601n 170.0 185 170.0 701 170.0 1063 110.0 797 170.0 1240 170.0 075 110.0 1417 170.0 9M 151.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1611 170.0 1067 103.6 1511 170.0 1063 90.6 1511 170.0 1063 F 8 ) J
63 to 110.0 930 170.0 746 170.0 11% 170.0 050 110.11 1302 170.0 940 156.6 1370 17D.0 1016 139.2 1370 11700 1076 126.3 1370 164.0 1D02 104.4 1370 155.9 5072 89.5 1370 1563 1010 78.3 1370 155.3 1070 a
to 661n 110.0 974 110.0 109 170.0 1169 110.0 903 MA 1248 170.0 1002 1362 1248 158.6 1013 121.1 1249 IVA 1000 108.9 1248 139.0 989 90.11 1218 130.4 979 77.8 1248 129.0 976 69.1 1249 129.0 975 Z c)
Win 167.0 1619 170.0 818 139.9 1049 150.2 892 119.9 1049 132.1 875 1W.9 1019 119.1 860 932 1019 109.7 818 e3.9 1019 1027 039 69.9 1019 94.3 836 69.9 1049 912 910 524 1019 91.1 820 J
0 764. 142.7 941 149.1 B22 119.9 941 1269 005 101.9 911 111.2 791 89.2 941 100,0 717 79.1 941 91.1 766 11.4 941 85.5 767 59.6 941 11.6 144 51.0 981 74.0 771 G.6 971 73.3 736
J
g 781n 172.0 891 137,6 183 110.0 691 11fi.9 767 94.7 891 1024 753 02.6 094 91.9 740 77.3 894 81.1 730 66.6 094 78.7 721 fi5.0 094 70.7 707 /7.1 894 67.0 701 61.7 094 66.1 696 Q
90 in 85.9 611 88.7 696 71.6 671 74.9 585 61.4 671 85.3 575 63.7 ell 54.2 656 47.7 671 529 55a 43.0 fill 48.8 551 75.8 671 43.1 639 30.7 671 39.7 531 26.9 671 37.9 526 ~ (NC Q N O
961n M24221
627 SSA 590 614 516 50.6 590 53.4 609 N.3 690 47.6 6ffl 793 690 43.0 491 JS.q 490 79.6 480 29.6 590 31.1 477 75.3 590 31.6 dfi9 221 590 29.8 406 X Z
108 in 421 41A 466 42.0 414 36.5 466 37.1 408 31.1 466 32.9 402 21.6 460 29.7 3� 21.9 466 77.1 391 20.7 460 27.5 382 17.8 466 212 375 15.6 466 19.fi 370 f!) N oo �
III In 100 382 Nt 39.3 393 32.7 441 74.1 387 206 641 70.2 ]82 254 411 21.2 776 27.9 N1 24.9 372 19.1 441 21.6 363 16.4 441 193 756 14.3 411 17,8 751 W 0 J�
120 in 314 30.2 310 31.0 339 26.9 370 26.8 334 22.7 778 27.7 729 20,1 778 273 ]2S 1B.1 776 19.5 721 15.1 778 16.7 711 W X y
144 in 242 17.6 262 17.8 279 15.0 262 16.3 236 V LV Q 7
Ln
0. Z-LTO) N
TABLE 10B 2-o
Anchor Capacity Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA; ai d'
su[slrate 2.771 arcrae 9.5gCmc. Rano«CMu I FlI!ed CMU PT Wood Mdal (DP.X(ANCHORCAP. )=ANCHOR CAP.,,.
N16-FICO 14'SSF.40 11113-EIC. 14'SSEtco, 9t051ed 0128leel 012S1eel M ,_,,a.ULLION CAP.,_,_
Anchor Cllp Pattem9 AntOaType 3116'Elco uncam va'Eko Unracon Uftmen 3116'EIc01101ecm v4'Exo Ua2e00 AggreGala Ullman AggreGalo, Screw(G5)SCMN(G5) Screa(c35) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dislmce Oro r 2-112' r 2-112- 3-1/e' I. 2-Ur
r 410 2412- r 3 r 0,49' 5.51• 0.024' CAPACITY REQUIRED'CORRESPONDING TO AN
Elnbeaneill n 1.914' 1-314• 1314' 15'4' 2 1-14' 1-14' 1.114' 1-14' 1-114' 1114- 7 tare' tare woes ACTUAL PRESSURE REQUIREMENT FOR THE
2Ancbols®470MIn O.C.i StandadaOBel CUP 0:70111 30D Ibs SOD to 450 log 890 lbs 1644 IDs 270Ins 2ao Its 354 ms 7401D5 3741Ds 6611 to 9168, s41M 44206 5608s OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhors @ 1.15-Min O.O/Standard(or OrMI)C9p(Rg 2) 480IDs 700 fm WA WA NIA NIA 380u NIA WA NIA WA WA 68286 60516 1120100 CAPACITY(FROM THE TABLE)OF THE SELECTED
4AK1rs 111,.0.1./(g2a5AngleClpll(Fles1 7W Ins 700 Its 690Ib3 15M Ian IBM Jos NO lbs III,IM NIA 7601b1 748 ps am Its 18D2Ne 682lbs ass g's
1120 IOa MULLION.IT WILL YIELD A MINIMUM ANCHOR
3ArctDrs®0.64"MN.O.C.1 UClp,Into.IWAW.(Fig 61 NIA WA NIA WA NIA NIA WA NIA WA WA WA WA NIA WA 050 86 CAPACITY WHICH MAY BE USED TO QUALIFY
1AKM11 FC6p(Fig.S7 las ins I aS las las 445M 8?2100 13501s 140®s 177105 3701re 187 Wa sax ws 473101 170 QH 241 tan 280 q6 ADDITIONAL ANCHOR OPTIONS FROM THE
2AI InDm®1.16'Min O.Cl FLYp(Fl9 2d0a6 s5D 156 WA WA N/A t41A 19D ft NIA WA NIA WA WA 341 Ms 1 442 ta I 560100 I ANCHOR CAPACITY TABLE PRODUCT REVISED
us complying with Ih6 FIDO&
FIGURE 1: FIGURE 2:
Building
Ccc mane No S6'02L$,6'j
TABLE NOTES: 1.260'- Ex imlioo Date X021
•
. . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Yi�Dnde hoduLt
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
- rctllll!111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. �,'�C{ L N
FIGURE 3: ;,• ,.
GLE3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250"
�LGEI4S(•-
CHIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTION
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. plD.56705 _
IN PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090,WOOD SHALL "'J b• I�
BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 824' '•)� s D TF ly
• 6063-T5 AND BEA MINIMUM OFA 00"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �. �'(�<`�.''•.,�-(ORIGh••' (��'�
• • • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL ';�',Q. '•••••' ,;��
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25"X.624' ill''r()j•J;;�.1�7�� `
• 4)10 81112 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. MULLION 7/.
A.LYNNIAf(ILL�R,P.E.
FL P.E.#58705
TABLE 114 e� �
Mullion Capacity Table gbartP) ,
Opening Wdth(torv9dlce3y-spanning mullions)or Opening Height(for horizorleCyspanrilng mullions)
a
60 in 60 in 70 in 60 in 90 in 100 in 120 N 140 i. 160In
ReclangWr Traprfrle.9. R4der�gular Toil, p. Reaangulm Trap7rieng. Recmgulw Trapndeng. Ractangder Trap/16mg. ReclenpWer T,.Prnang. Reclangugr TrapRdang. Rwanagdar TraprTdang. Reclaryulaz Tr4pmiing. ^ 4
11.26
x6.824 4 Coating Loading Loading Loading 1ne41ng Loading Lowing Loading Loa6rg Laadnp Laeding Lo4d'ng L4a6ng Lowing loading looting Coating Leading 9,'Y
Alum.Tube ,� s.. .s .n-. �' sZl_ .$� s '-, s E.. .F .a .E .F s .s �'.. - s ._ s re_ .€-. �'-. �'
Mw'on a ee §� e� a e� g€ a e� a �a as a� i 3@ s :� ? �F a e€ �� :9 s€ N
1;
s $� Q $ g f �d % s1. <� = �z Pa "€ U) $In-m i-
�a $a 3e 8c' a� Via" I� Es,$ ilia �.9 :9 -ks'2 ZO m��
42in 170.0 1,620 1170.0 435 110.0 744 1700 1 478 170.0 868 110.0 $06 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 124D 170.0 621 1100 1488 170.01 521 170.0 1735170.0 621 170.0 111 110,0 621 W
405n 170.0 708 110.0 $24 170.0 650 170.0 6N 110.0 992 170.0 630 170.0 1173 VOA 661 170.0 1275 WOO 677 170.0 1417 170.0 690 170.0 1700 170.0 680 170.0 1983 170.0 660 170.0 2%7 170.0 690
J W
� x
60.fi25n 170.0 747 1700 563 170.0 895 170.0 631 170.0 1046 170.0 684 170.0 1195 1700 723 170.0 1316 1700 747 770.0 1494 170.D 756 770.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2]91 170.0 750 - � O m W
no O
641n 170.0 797 170.0 612 ITOA 956 170.0 Get 170.0 If% 170.0 754 Mg 1276 170.D 003 1700 1434 170.0 877 170.0 1594 170.0 856 170.0 1913 110.0 961 170.0 2231 170.0 061 160.2 2407 170.0 961 m Q
6Din 110.0 885 17D.0 701 170.0 1063 170.0 797 170.0 1240 1700 070 170.0 1117 170.0 944 170.0 1594 170.0 S95 170.0 1771 1700 1033 170.0 2125 110.0 1063 1463 2163 170.0 1063 129.8 2167 170.0 1063 I7-• V U)
63 in 170.0 930 170.0 T45 1700 1116 170.0 850 170.0 1702 170.0 940 170.0 1490 170.0 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 1519 2060 110.0 1169 134.6 2060 1700 1171 117-7 2060 170.0 1171IL
W
ce 661. 1700 974 170.0 709 170.01169 170.0 903 170.0 1354 170.0 1D02 170.0 1550 170.0 1086 170.0 1753 170.0 1155 170.0 1948110A 1210 1430 1966 110.0 1275 1226 1966 170.0 1286 107.2 1966 170.0 1766 Z in g m
721. 170.0 1067 WILD 878 INA 1276 170.0 1009 170.0 1468 170.0 1126 VOLD 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169,8 1386 115.6 3734 155.9 1]64 99.1 ITA 160A 1352 B6.7 3731 160.2 1352 � ,p�0p�
0 761n 170.0 3122 170.0 931 1700 1346 170.0 ION 168.5 ISM 170.0 1209 147.4 1656 165.2 INS 131.1 %56 1515 1266 117.9 1555 147.3 1251 983 1556 128.3 1229 042 1556 1717 1219 73.7 1556 121.2 1216 a6z
78 in 170.0 1151 170.0 997 170.0 1301 1 170.0 1116 155.9 1477 169.3 IN 136.4 1477 1520 1224 1212 1471 139.1 1206 1109.1 1477 129.5 1191 90.9 1477 116.9 1169 71.9 1471 110.8 1159 68.2 1477 109.3r76-7
Q ` V
Z N r
901n 142.0 1110 1N.6 906 118.4 7110 127.9 969 101.5 'Ile 107.9 951 BeB 1110 96.3 936 70.9 1110 07.5 922 71.0 1110 00.7 910 09.2 1110 71.3 097 50.7 1110 65.6 978 NA 1110 62.7 Q N o
96 in 111.0 975 1203 072 97.5 975 101.5 856 03.6 975 08.3 012 772 975 78.6 029 65.0 916 71.2 817 58.5 975 GSA 007 48.0 976 67.4 789 11.9 975 522 776 366 97S 49.3xZ108 in 92.2 111 01.0 6% 68.5 771 TO.T 645 58.7 171 61.3 674 514 771 51.7 661 45.1 771 49.0 655 41.1 Tit 41.9 617 313 771 38.9 612 294 771 35.0 621 25.1 771 32AIII1. 75.7 730 77.3 661 63.1 770 65.0 650 W.I 730 Sfi.3 610 17.7 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 31.5 730 35.6 GMW 27.0 730 31.9 589 23.7 730 29,5 MW120 in 69.9 624 61.0 669 49.9 624 51.2 560 426 621 41.7 552 ]},S 624 39.2 644 33.3 624 35.3 637 30.0 624 32.2 531 25.0 624 27.7 519 21.4 62{ 24.6 509 70.7 624 22,6 w X
N
1N in 34.7 433 35.1 400 26.9 433 29A 395 24.8 433 25.1 390 21.1 173 22.6 ]05 19.7 437 20.0 781 17.7 673 181 316 V N Q O O
D_a Z (/) to
T
ABLE 11 B ANCHOR CAPACITY ADJUSTMENT FORMULA: Ai
Anchor Capacity Table([be) � --p
ANCHORC .,�,,,,,, c S
S.Mtnae. 2.7k core fele MkCalc. How"MU FOMCMu PT WOW Meta (DP,)X( )=ANCHOR CAP.az,
S16•EI[0 114•ra Eko 5r76'Eko 114-SS EICO #f0 Sled N12 Steel #12 Steel MULLION OAP
.,,e,,,,,,
Anchor Clip Patto m6 P4KOor Type: 3116'Elea UnracOn 1IP EKOUAaebn Unfd[of1 3'16 Elco IlDr3a1 Ur EkOUnrdcon AggreGaa LlMon AfgraGaa Sclew(G6)Scrcw(G5) Screw IGS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E Llstzrce n 1' 2.712 1' 2.172• 3-1/8' 1• 2-112 V 2412 21 1170• 2 OAA 054' 8.3247 CAPACITY REQUIRED°CORRESPONDING TO AN
Eml
""'10
1374' 13'4" talo' 1014' 21 1-114• 1-11r 1-174• 1-1r 1.114- 1414' 7 tea- 1-&r vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2A.&ii 47YMIa O.C./StandaMUOMtC g,1 300406 390 Its 450 r5 200 its 16"IDs 270 Its 280106 064109 7401[6 374 Ms 664 n. 946 to 341 IDS 442 to 560 rte OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors @ 1.15•MBt O.C.7SIan0 0 a 018etit Up(R9, 480 lbs 7001t. NIA WA NIA NIA 380 gas N/A WA NIA WA WA 6821os B55 Go 1120 Ira CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcrors 0 7MIn.0.0.I 2c6Argk / as3 780116 780110 68006 1687108 legs los 540106 560 Its WA 760106 Tae lbs BeDna te9zla wzlbs 685ne Ifzaka MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 ARtnrs 0.54'MIM0.C.I UCO 1nlo.100'Alum 4T NIA WA NJA WA NIA NIA WA NIA WA NIA WA WA NIA WA 126/IDs CAPACITY WHICH MAY BE USED TO QUALIFY
1Arcl'ar/FCIp g5J 105 lbs 105 Ra 225Ibs 445 es 822Ibs135106 14070➢ 177709 3701bs 191 Ns 332[is 473 Its VMS 2211ea 280 Im ADDITIONAL ANCHOR OPTIONS FROM THE
2Arcrors 1.ig60n0,C/FCO 0e 2401ts 350100 NIA WA NIA NIA 190106 WA WA NIA WA WA 301109 /4210e 5fi0108 ANCHOR CAPACITY TABLE, PRODUCT RFVIS13D
.10mplyind With the F10d(b
7.250'- Building Code
,FIGURE is FIGURE 2: A-pt.i.Noon �-0218.4 2]
TABLE NOTESExpire Dane
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, MI Dade Product
.,Luflul/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. .�%t�a(1.YIYA'
FIGURE 3: 3.94' �'�\�,.•'�l�,i:N,^,/. '•.rr
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ;
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •.4- ; r. .>.
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATIONS, tlo.,77'705
1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -''3 •• O 1� Lfl
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
• 6063-TSANDBEAMINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _6�• n,•'•..!'LGR11)I:'•'• Cj`��
. • .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125 THICK AND A36.ALL 'il`,S ••••-"•
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 7717 S�K)\)In,.. ,11
• #10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 125'X3.94"MULLION 624' A.LYNN MILL�R,P.E.
FL P.E.#58705
TABLE12A
Mullion Capacity Table Ibofte • �
Opening Width(for vertically-spanning mullions)or Opening Height(for holizorrially-spanning mullions)
50 In 601n 701n 80 N 901n 100 In 120 In 1401. 160 in k a
ReclanlN4r heprrAmO. Recl9nguler Tmpnlleng Reclen9Wer hgYnlang. Rectanou ��Tmprrdang. Rectangular Trapir"g, W01.0ar TmWllftng Rmtanow hWinarq. Rectangular Traprinong RectangWar 11,wrd-G.
2x414.25 Luadng Lnadng Loafing Loadn9 Loadn9 Loadn9 Loafing Loafing Loading Laedtg Loafing Loading Wading Loafing Loadn9 Loafing Losding Loading as
Alum.Tube - F 4 s F P
Mullion "
$� 6� eE �� Ise eE 5• a� f I s@ �� e s
s s f s z
42 In 170.0 870 170.0 435 170.0 714 170.0 478 170.0 880 170.0 606 170.0 992 170.0 519 170,0 1118 170.0 621 170.0 1240 778.9 521 170.0 1488 170.0 321 170.0 1715 170.0 521 170.0 1903 170.0 121 O W
46 In 170.0 700 170.0 524 170.0 850 170.0 504 170.0 092 110.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 110.0 1417 170.0 660 170.0 1700 170.0 660 170.0 1903 170.0 680 170.0 2267 170.0 680
50.6231. 7740 717 170.0 667 170.0 898 170.0 631 170.0 1016 170.0 Bao 170.0 1185 170.0 723 170.0 1313 170.0 747 1780 1494 170.0 758 170.0 1783 170.0 750 170.0 2792 170.0 758 170.0 2391 170.0 758 2
541n 170.0 797 170.0 812 170.0 056 170.0 691 170.0 1116 170.0 754 170.11 1216 170.0 603 170.0 1434 170.0 837 170.0 1694 170.0 056 170.0 1913 170.0 881 170.0 2211 170.0 861 170.0 25W 170.0 661 w CD 0
601n 170.0 885 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 070 170.0 1417 170.0 044 170.0 1594 170.0 BB6 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2478 110.0 1083 160.0 2600 170.0 1083 co
U)
631n 170.0 930 170.0 745 170.0 1116 1TD,0 850 170.0 1302 170.0 940 170.0 1486 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.8 2553 170.0 1171 J
66 In 170,0 074 Una 788 170.0 1189 170.0 003 170.0 1364 1740 1002 170.0 1556 170.0 1088 170,0 1753 170.0 1155 170.0 1648 170.0 1210 170.0 2338 170.0 1275 161.0 2437 170.0 1286 13211 2437 170.0 1250 = �
721. 170.0 1083 170.0 678 [79.6
1775 170.0 1008 170.0 1486 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1716 170.0 2125 170.0 1367 145.6 2101 170.0 1185 124.5 2164 170.0 1528 1082 2164 170.0 1530 Z
761n 170.0 1122 170.0 037 1348 170.0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1172 185.1 1860 170.0 1421 148.8, 1080 170.0 1505 123.8 1900 161.6 1615 106.1 1860 164.0 1535 929 1980 152.7 1531 a Z
f 701n 170.0 1151 170.0 967 1361 170,0 1118 170.0 Will 170.0 1250 170,0 1842 170.0 1369 152.7 1861 170.0 1474 131,4 1561 153.1 1600 114.5 1861 147.3 1473 052 1661 139.6 1459 65.9 Milt 137.6 1454 Q N
001n 170.0 1328 170.0 1144 1390 158.0 1210 127.8 1398 130.0 1188 111.6 1396 121.3 1179 99.4 1398 110.2 1162 89.6 739a 101.0 1147 74.6 1385 99.5 1122 63.9 1398 02.7 1105 65.8 1398 76.9 1008
J Q p) 01
got. 147.4 1229 151.5 1096 1228 127.8 1079 106.3 1228 111.2 1061 02. 1718 00.9 1044 81.9 1729 69.6 1028 73.7 1228 62.4 1018 61.4 1229 72.2 993 52,7 1229 65.9 977 46.1 1229 62.1 967 Z C-4
o
7081. 103.6 871 706.8 077 971 80.0 682 74.0 971 77.2 019 84.7 871 80.4 037 57.6 071 61,6 025 61.8 971 60.6 615 411 971 49.0 798 31.0 071 44.0 7ffi 32.4 071 40.6 771 r/0 Nom
III In 05.4 919 97.3 832 919 01.0 819 88,1 019 70.9 808 69. 619 62.9 784 53.0 819 66,7 784 47.7 019 51.5 771 70.7 019 N.8 768 34.1 010 40.2 742 29.8 019 37.1 712 W •x52
766 786 76.8 718 786 84.6 705 53.0 788 65.8 895 47.2 786 40.4 688 41.9 788 /4.4 677 37.7 708 445 668 71.6 786 34.9 853 27.0 788 31.0 641 218 786 28.4 6]1 '43.7 5l8 44.2 604 640 37.0 408 312 fiW ]1.9 491 27.1 646 29.2
I.
21.3 016 28.3 479 21.6 040 22.9 474 tat 348 18.6 484 15.0 548 17.2 155 117 516 16.8 NB (� N Q O O
BL 12 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z 0 �
Anchor C9 achy Table(lbs) ��y
_
Sub9Vaie 2.71,CDrcrde 158 Cmc. HMMCMU F%ned CMU PTWOad Metal (Df4O)X ANCHOR CAP.-
22
5118 FJco 114•S5 FUca HI6'Elco V4•SS Elco 810 Sled e1251eN 812 Steal
AnehorCllp Patterns ' � y1C Elco U4ra:m va'Eeounracon u7mcon &16•Elco unr4cm va•EIcoUSrecan AggeGdar Unman AggMGdv 8e (G5)Ser-(G5) Scrrw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edga DlsIme n 1• 2.117 r 2-117 3418 1• 2-v7 1• 2-1/7 7 311@' 7 0.46• I 8.54- 0.32x• CAPACITY REQUIRED'CORRESPONDING TO AN
Embeanent On 1314• 1340' 1314• lam• Y 1-114• 1-114• 1.114- t-114• 1-114• 1-114• 7 1-3V 1.316• vacs ACTUAL PRESSURE REQUIREMENT FOR THE
2Anclors 476•Min O.C.I S18113M WOW CL la 39010. 390 Its 45065 BBOIDs 1644 IDs Z/Obs 250 Re 368 lbs 740101 374Ibs 664188 946 tm 141 ms 4/z its 560 ws OPENING,WHEN IT IS LOWER THAN THE MULLION
4=11ro 2.68•Min O.C./S1andaig OefelG 9' 7409. 740 lbs 63D IDs 1469105 1424 Ibs N/A 5w Ias NIA 695 IDS NIA See Im WA 6826s 895 I65 1t20W CAPACITY(FROM THE TABLE)OF THE SELECTED
6AMM A 1.71•Mh O.C.lSlarMaN ar Of6e1 C 88501. 0501 75609 18461Ds NIA NIA 705Ib1 NIA 799lb% H/A WA WA 1022IbS 1727108 Ism 106 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Arctnn 3•M6.O.C./ 215A Cusr 780 lbs 7 680 Its i5606s 18961bs DD. 5e"lbs NIA 76010. 748 a9 BOO IDS 1602 ms 6826s 885 lbs U20lDs CAPACITYWHICHMAYBEUSEDTOQUALIFY
BArc1n9 31MIn.O.C.f 215 AieC / 11701bs 1170 Na 102010% 23401ba 28446s 6 s 84010. NIA 1140178 1122M 1320 ibs Its 1022119 132717. 1690 HE ADDITIONAL AN CHOR OPTIONS FROM THE
3 Am ham 1.34'Min.O.C.I U-C Into,126'Alum NIA WA NA WA N/A N!A WA N/A WA NIA WA WA NIA IUA 073 ANCHOR CAPACITY TABLE.
6AwhW 0.61•Met O.C./U CI In OAW ANm. NIA WA NIA IBA NA NIA WA NIA WA 11A WA WA WA WA 21 ae PRODUCTRL•VISED
2 AM1109 268•MIn O.CI F{: 370 DS 370 IDS M5 IM 743169 7121Ds WA 20D 1[o NIA 340 IDS NIA 44010. WA 341 IDS 44210. 66099 as complying with dw Rod&
3Arctm 1.71•Mn.O.WF4] 10 44310. 5256a 3791b3 97309 N/A N/A 3%Ib1 NIA 30910. N/A WA WA 51166 661 Its 840179 Ac"Ptaslcor No 1(p-o21$•0
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP- Pxpfmli n Date �4I
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: By
• • • • • • • TABLE NOTES: 2.000' Mian1[hde Product Caa
\\\1111111 Ifl
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �I I I 1i�
GENERAL INSTALLATION METHODS. � t��.•\\�,F-.p1S/: ••(�P
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • •250" 4.000' _ tj..53705 _
3)MULLION AND MULLION CLIPS SHOWN ARE N
TO SCALE.FOR EXACT DIMESIONS.SEE SHEETS 21-23.
TO BE DILLED IN
ES
• • • • � LTHE FIELDOCATIONS OL OWING DIMENSIONALESTRICTTIIONS SHOWN ON SHEETS 21-3N FIGURES HOW SUGGESTED,LAPPROX MAT HOLE - f:;•-
Al UOF
FIGURE 7: FIGURE B: FIGURE 0: FIGURE 10:
ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT /.•-` p�ORIO F;,•'•('`:
e 'a • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN Sr.OF 0.55. %4'Sc.• '••'• �4
MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2'X 4'X.25'MULLION /,, Irl(:)(\) \G
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYtSNIMItLEF2,P.E.
•
IJ: • • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705
TABLE 13A
Mullion Capacity TabloIbeflt2
Opening YOdth((or aerticaly-eparW rg md1ions)or Opening Hight((or horimrtaksparrirg mullions)
50 in 80 in 70 ra BO In 1 00 in 1001. 1201n 1401. 1001.
ReclengWar TreWdaeq. RWongder Trepr7dan9. Rml=ler RnprTdang. Reclen0er TrepITAng. Raclengular Trepilld Reel or ibepadana ReclenBuler TreplM..0 R. or TropRdeng. Rectangular Treprrdeng. 9 O
I 2x6 x.25 Loebq Loodng Loafing Loadn2 Loodlp Loafing Loafing Loer9 Loading Loafing Loading Lendinngz- b • Loading Loading Loafing Lending Loaft Leadng p p
Alum.Tube a� o., a c.. a .. .�• a �a.. .. s a a... $.-. ,• A ., a^. •Fom €,. BZEel
Mullion a $ a e 9
ab a a a 3u'
a B
gu �$ e V e 5$ n
€� �� om
oc �� 121 1c hoc s� s� & � �� Z r g! W
421. 170.0 020 170.01 435 1 170.0 7M 170.0 478 170.0 088 170.0 608 170.0 092 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1083 170.0 621 Q
48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 601 170.0 1276 110.0 en 170.0 1117 170.0 680 170.0 1700 170.0 680 170.0 1883 170.0 680 170.0 2287 170.0 080 _
50.6251n 170.0 747 Val) 683 170.0 600 170.0 631 170.0 1018 170.0 664 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 758 110.0 1783 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 750 ^� �� On
64 n 170.0 707 110.0 612 170.0 950 170.0 6111 170.0 7118 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 850 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 881 m
601, 170.0 BBS 170.0 701 170.0 1083 170.0 797 170,0 1240 170.0 878 170.0 1417 17CO 944 170.0 1594 170.0 BBB 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2470 17a0 1063 170,0 2833 170.0 1003 c J
631n 170.0 830 170.0 715 170.0 1118 170.0 850 170.0 1302 170.0 Bl0 170.0 1486 170.0 1015 170.0 1873 170.0 1076 170.0 1858 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 J
6811, 170.0 074 170.0 788 170.0 1109 170.0 SM 170.0 1364 170.0 1002 170.0 1558 170.0 ION 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z iu Co
721. 170.0 1063 170.0 578 170.0 1275 170.0 1008 170.0 1488 170.0 It28 170.0 1700 170,0 1225 170.0 1013 170.0 1315 170.0 2125 170.0 1357 170.0 2550 170.0 1488 170.0 2075 170.0 1529 170.0 3400 170.0 1530 W '7�j 1,W
781. 170,0 1172 170.0 937 170.0 1346 170.0 1680 170.0 1570 170.0 1209 170.0 1784 178.0 1322 170.0 2018 170.0 1421 170,0 2243 170.0 1503 170.0 2892 170.0 1829 170.0 3140 170.0 1694 170.0 3589 110.0 1705 IL c5 Z
S 78n 170.0 1151 170.0 007 170.0 1381 170.0 1116 170.0 1011 170,0 1250 170.0 1842 170.0 tM 170.0 2172 170.0 1474 110.0 2302 170.0 1584 170.0 2703 170.0 1700 170.0 3223 170.0 1777 170.0 3687 170,0 1768 Q J .�•-
Q z C', o
BO In 170.0 1328 170.0 1141 170.0 1594 170.0 1328 170.0 1858 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1701 170.0 2858 170,0 IB18 170.0 3188 170.0 2125 158.0 3413 170.0 2273 130.5 3413 170.0 2381 Z
91 In 170.0 1417 170.0 1232 170.0 1700 170.0 1134 170.0 1983 170.0 1622 170.0 2267 170,0 17a4 170,0 2550 170.0 1952 170.0 2833 170.0 2095 180.0 S1B9 170.0 2338 137.1 3108 188.8 2470 120,0 3189 168.1 2428 dp
108 In 170.0 1581 170.0 1400 170.0 1013 170.0 1817 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2761 170.0 2271 148.3 2781 161.9 2331 123.8 2781 140.1 2281 106.9 2751 126.9 2234 02.7 2781 118.0 2180 (n NLn Lo o
111 In 170,0 1838 170.0 1464 170.0 1988 170.0 1700 170.0 2283 170.0 IB32 170.0 2821 170,0 2143 151.8 2832 102.3 2245 138.8 2832 148.{ 2218 113.8 2632 128.4 2180 87A 2812 115.1 2128 85.4 2832 108.3 2090 a X
1201. 170.0 1771 170.0 ISM 170.0 2125 170.0 1859 154A 2252 159.8 1991 MA 2252 141.4 1881 120.1 2252 1272 1938 108.1 7152 118.1 1815 80.1 7252 011-B 1872 77.2 2252 58.8 1538 87.8 2252 81.4 1808 - x
1H In 725,1 1684 128,8 1445 101.3 1684 108.1 1425 80.4 1581 81.6 1407 782 1661 80.7 1380 88.5
I.
723 1373 828 1504 85.7 1358 52.1 1564 56.0 1330 44.7 1564 492 1305 38.1 1564 44A 1283 Q N Z Q Q
``Uf1)
ARI F 13R ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnehorCaacl Tablelbe ANCHOR
Sub0cole: 2.7k Conerela 3.6k Cone. 1-1090.CMU Feed CMU PT Wood Metal (OP)X >=ANCHOR CAP.,,,
518'E10 114'SSEIee 5f18'Eko 114'SS Elco 018Sleel 01291eel #12 Sled MULLION
Anchor Clip Patterns Archon type: 3116'Ek:e Ulimcon 1M'EMA Wtracon Ultrecon 3/1C Eko Wlrncon 1f4'Eko Ulbxon AM.Gota Wtorem AW.Gatot Screw(G5)Senov(GS) Suee(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Win-QrY 1• 2-11r 1• 2.1a' 3.118' r 2-1? 1• 2-112• 2- 3-118• r 0.49• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Eml>adnrenl M): 1.314' WIV 1214' 1.374' 7 1.114' 1-174' 1.114' 1-114' 1.114' 1.114' T 1-78' tare• mores ACTUAL PRESSURE REQUIREMENT FOR THE
2Archor5 4.75*MIn,O.C.1618nderdw088988 .1&2t 39011,9 1 390 Me 450Ias 8901bn 184455 270 lbs 280169 354 ma 7401 374 lb. 604 Ibe 9481bs 34111,4 44211,9 560 ft OPENING,WH EN IT IS LOWER THAN THE MULLION
4 AacMra A 4.68"M1.. 2.D.C./Slen6erd 200981 CI F.3' 76092 75011,2 0001be 1760lbs 3232M 540 U. 560105 1081be 1480165 T48lb. 1272M 1692150 6821be 885149 112011,9 CAPACITY(FROM THE TABLE)OF THE SELECTED
8Anehsra A 1.71'Min.O.C.I Standard(or 01he1 a1 F .4 1180 lbs 14001bs 101011,9 25951bs WA WA 940141 WA 1065Ibs WA WA WA 13631611 17m It. x240@5 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchwa Thin.O.C./ 2c5 lea' ) .5. 7801bs 760 me UO Ibe 1560 IN 1890[be 540 lbs Ro Ito WA 7602. 748Iba 88011,5 1892169 092 In 685150 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY
e Archwa 3'Min O.C./ 2115 Arale Oleo I(Flg.BY 15BO Ib"
1560IW 1360162 312011,5 3792 Ito. 1060109 11201b5 WA 1520165 14961.9 1780 lb, 3784 lba 1383 too 1770 lbs 2240lbe ADDITIONAL ANCHOR OPTIONS FROM THE
2 Arc. 1.5'Mn O.C.! NSArole 7 7: 166011,9 2100lbe IMO Ibs 37601bs 1 WA WA 1320 Ds WA 15001be WA WA WA 204511,5 285111,8 33801bs ANCHORCAPACITYTABLE. PRODUCI'REVISm
4 Arc1rom 1.3e Min.O.C.f U-a Into.125*Alum.Fla.0). WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 ios as complyfty with 0111 FIOri�
B Archore 0-84'Mn.O.0 IU-Ui N1o.125-Alum.(Fig,8: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 28811M 1--2.000•--•1 Buildb78 Code
2Anehae /.BB'Mn.O.CJFaipF.10 3BOIbs 79011,5 450Wa ewe. le181bs 270911 18011,8 364 ms 740 IM 3141ha file los 9481,9 341@5 42 It. 58011,9 ActtplancNol(o-OZtB•O'j
4Anclam 7.71'MN.O.CJ FLIT .11 .. 700W 505 as 129B MWA I WA 1 470 Me W) 513150 WA WA WA 1 882 gas 885168 1120102 2500• P, Iralio Date 7f �
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: Dy
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: Minor 0 i'roduol'
•
FM
• • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1 i V I I 1 1117
• • - • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. •' c t:rfs�'••.F�
• • •. • 8.000' \°< . ,*
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS - (,),;-;211105
21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE ;;.O `� y � f b :•f.rl_
• • • • • • • • CLIP
4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDOk
' ylj• 41=
A
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED %�0,�,'•., •��
MUST 6E YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OFA 25" "•, ` ••••••• -�1
• • • • • • • • USED IN THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO _ �•,� •�.
PAI .� BEAT LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X e•X.25' A.L'NWT IIL VR,P.E.
THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE14A Ant�gt�
Mullion Capacity Table Ibaffe 37dq ,x_'
Opening Width(farmr0callpspanning muflons)Or Opening Height(for horizontellyLsparring Miflons)
501n 60 in 701n 801n 001n 1001n 1201. 1401n 160 In 1�4I O
Reclarlpuier Trep'Tdarg. Rectalgutar Trap/rdanp. Rectangular TrepTderg. R7-R7Traprrdarg. Rectangular Tneprrdang Reclorgular TranrT0an0. Ratariglar Twrrdang. Rectangular TmpM rq Rectangular TiaprTdong.
Loading loaQirg Loading Loading Loading Loaollg Loading Loadirg Loading Loedrig LmdIng Loading barli'ng Loading Loading Loading L.oedUV Loading o:
1.28"x 2.11" $Y t3
x.126"Alum7'�
_ _ .. g g Al _ _ $,,, )Tube Mull 8 � g d $ �� b � t� �' f9 tf � $ �' Og 04
m
AS
4201 144.2 526 167.0 428 120.2 520 1489 419 103.0 528 138,8 414 90.1 526 134.6 411 60.1 526 134.1 411 721 528 134.1 411 60.1 526 134.1 411 51.6 526 130.5 411 45.1 528 134.1 411 O W
r481n 98.6 403 109.0 333 00.5 403 94.7 325 69.0 403 88.4 320 60.4 403 81.4 317 637 403 79.1 316 48.3 403 78.6 314 40.3 403 78.6 311 34.6 403 78.6 314 30.2 403 78.8 314 J W
� 2
823 38T 91.0 301 688 382 79.3 294 68.9 36) 71.9 289 61.6 382 67.2 286 457 362 94.8 284 41.2 382 63.6 283 34.3 362 635 203 29.4 362 63.5 283 257 362 63.5 281 "G
o
j. 319 74.1 261 586 318 64.2 28,1 486 318 57.7 258 424 310 53.5 253 37.7 318 50.8 250 339 318 49.5 249 283 319 49.1 24B 24.2 318 49.1 248 21.2 310 48.1 248 m
g 48.5 268 G1.1 218 41.2 25g 45.7 214 35.3 258 40.7 210 30.8 758 37.2 2W 27.6 258 34.9 204 24.7 250 33.4 203 20.6 258 32.2 201 17.7 268 32.2 Tg1 7S6 268 32T 201 r� Z 42.7 234 45.9 200 35.6 234 39.1 195 385 2'34 34.7 192 25.7 234 31.0 189 23,7 234 29.4 189 21.4 239 20.0 J64 17.8 234 26.8 1113 15.3 234 265 183 13.4 234 26.5 183 W 37.2 213 39.4 163 31.0 213 33.7 179 29.5 213 29.8 179 23.2 213 27.0 173 20.6 213 25.1 170 788 213 237 169 15.5 213 722 1B7 73.3 213 220 160 11.6 213 22.0 166 Z m
721n 28a 179 381 155 23.9 179 2S8 152 20.4 178 71.6 148 17.9 178 20.3 147 158, 179 187 145 J @@ yyl
161. 24.3 181 25.4 140 20.3 181 21.6 137 17.4 161 19.0 135 15,2 161 170 133 .=J p t�j Z
78I. 22.5 152 73.6 133 18,8 152 19.9 737 16.1 762 17.6 128 ¢ C*4 'a
N Q O
E N ANCHOR CAPACITY FORMULA: Z .-
Anchor Cepmclty Table abs) t-
ANCHORCAP.,�,,,,,, X mo 8,o
81ft tl[ 2.7k cmcrele 3.Sk Coat. Homw CMU FIBed CMU PT Wom MMBI (DP}X( )=ANCHOR CAP.,,, rn B
6116'Eko 11T SS Eko 5116'Eko 114'SS Elco NIO SIed N12 Sltel 612 Sled MULLION CAP.,„,,,,,,,
Aana 7ypc 3116"Eko Ullydcm 1/4'EIto UAam 3/I6•Eko VArecm 114'Eko Ullrecm N
AnehorCllp Pathema Urtam /ygeGalar Ultam ApgiGalor Screw(ts)9trer(a5} Screw(0.8) USE THIS FORMULA TO ORRES ON'ANCHOR Of X Y Y
Etge mslalxe r z-10 r 2-12 3-18• r 2.1ir 1• 2-12• r 3.116• 7 0.40' 9.54• 9.324• CAPACITY REQUIRED'CORRESPONDING TO AN � co U)
EmSeanmlpn 1614• 1aa• taro• tare r 1-174• t-114• 1-114• t-114• 1-1/e t-114• r t•3+B• fa'a• raves ACTUAL PRESSURE REQUIREMENT FOR THE CJ N Q
anrcroR 3Mao.c./ 26A m / 1' 7eolm 780 Ms See lm +5s4ms teas ma 540 ms 66010e wA 760Wa 74B Me BBOIos 1872 as 682105 995&e lasols OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED m0 s:0
MULLION,IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 0,266'-�
f�HDUCT RGVISGD
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. us cumplying with the Fluids
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 13uild'u1g Codc 102 a a
FIGURE I: Acapla.cc NO 3 3
3)M ULL ION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Expiation Date WIZ21
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' BY
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi ,Delo Product'
ANGLE CLIP MUST BE USED IN PAIRS. 125' .1 L'.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `\�� �(NY.Iii
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r ;CU\,•• .. F
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I 01E' F
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26"X 2.11'X.125'MULLION Q'
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =i s N.7,58105 _
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
ro ri�riz
A.LYNNIMILLt� P.E.
FL P.E.#68705
TABLE 15A
Mullion Ca aOhyTable Ib5Nt2) �
Opening Width(for vertically-sparring mUlions)orOpening Height(for hotlzonla*sparrirlg minions)
501. Goin 701. 60 to 20 In 100h 120h 140N lea In fd o
Rectangular R-Plydeng. ReelonpNar TfwTdang. Reelangular TrWInfang. Rectantidw 7taplTdang. Rectanom Trapllllang. Reclangalar TraplTdm Reetangar R.P7nteng, Peclangdar Mr Wdan9. Re.Imgalar TrWTrI.g
ding
3.26"30 loataadng Lang
Learing Loadnit loading Loafing Loadm Laaang IOadnp Loafing Lo
oading LN*4 Loadng Leedhg L-.fm L-.&V ox u
DEG.AL p .� n .�,. a 2^ x 7: ,:•_ g k _ _ �
8B 3 �� u d $ a J�� $ oo 04
y$ la
€ fi�BAYMULL
Sg s � � g �� to N� �-
W
42 in 170,01 620 170.0 435 170.01 744 170.0 478 170.0 We 170,0 506 170.01 992 170.0 519 110.0 tile 1 170.0 621 170.0 1240 170.01 521170.0 1458 170.0 621 170.0 1735 170.0 621 148.11 1740 170.0 521 1W
461. 170.0 708 170.0 874 770.0= 170.0 561 1170.0 992 170.0 630 170.0 1133 170.0 681 170.9 1215 170.0 677 170,0 1417 170.0 680 162.2 1522 170.0 680 130.5 1622 170.0 680 114.2 1522 170.0 680 7
50.6261. 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1046 170.0 Set 170.0 1195 170.0 723 170,0 1345 170.0 747 1642 1443 170.0 758 136.0 1443 170.0 758 117.3 1443 170.0 758 102.6 1443 170.0 756 LU
641n 170.0 797 170.0 812 170.0 966 170.0 891 170.0 1116 170.0 764 170.0 1278 170.0 803 16a4 1353 170.0 837 144.3 1353 170.0 NO 120.3 1353 170.0 861 103.1 1353 170,0 881 90.2 1353 1740 861 m M ~
601n 170.0 585 170,0 701 170.0 1053 170.0 707 167.0 1210 170.0 678 146.1 1218 170.0 944 129.8 12to 159.8 gag 118.9 1216 152.1 824 07,4 1218 14&1 913 83.5 1216 140.1 913 73.1 Me 146.1 913 h U tD J
631n 170.0 930 170.0 745 170.0 1110 170.0 850 150.2 1160 169.5 073 INA 1150 163.0 014 118,8 1160 141.0 e9B 105.1 1150 134.2 855 07.8 1150 126.7 871 75.1 t150 128.2 670 65.7 1450 126.2 670 W
68 In 170.0 874 170.0 789 152.4 1048 165.6 581 130.8 1048 146.8 984 114,3 1048 133.1 850 101.6 10411 123.4 839 81.4 1048 1W 630 76.2 1045 108.4 821 65.3 1040 106.2 016 57.1 1048 108.2 818 ? J�
721. 140.6 880 147.9 761 117.4 DBD 128.0 746 100.8 060 110.0 734 88,0 NO 100.0 772 782 680 92.0 _712 70.4 880 85.2 703 55.7 080 7B2 89] 60.3 680 76.6 586 44.0 680 78A 888 J &
Tel. F31
125.1 690 09.8 790 105.4 676 65.5 790 03.3 03 74.8 790 83.9 652 66.5. 790 76.0 843 59.0 790 71.7 635 49.0 790 86.1 824 42.6 790 62.1 818 37A 790 61.5 817 �
781n 115.5 657 923 750 98.1 644 70.1 760 65.9 632 692 760 77.1 621 81.5 750 70.6 612 55.4 750 65.7 805 48.2 760 68.4 591 39.6 760 68.2 588 34.8 750 65.6 588 z Q Q N C3
Z m Z
901. 74,4 608 80.1 5G3 Ogg 491 51.5 563 64.8 103 45.1 563 409 475 40.1 663 44.4 480 3&t 507 409 482 30.0 W3 35.2 452 25.8 563 33.3 445 225 503 31.8 442 W.. tD O
911 In 61.1 443 49.5 495 51.5 435 42A 495 44.0 427 37.1 495 39.9 421 33.0 496 38.1 415 29.7 495 332 409 24.5 495 29.1 400 21.2 495 28.6 394 18.0 495 25.0 390 f/1 W
1051. 426 353 34.8 381 35.9 348 20.8 391 31,1 342 28.1 391 27.6 337 23.2 391 24.0 333 20.9 301 22.8 328 17.4 301 10.7 321 14.0 391 17.8 315 o
1111. 382335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 319 19.2 370 249 312 18.0 370 18.1 309 30.9 289 25A 311 28.0 281 21.7 317 22.5 280 19.0 317 18.0 278 16.0 317 17.9 273 UQ M Q Q O
144 N 17.6 220 17.6 203 a
BLE � NZ
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorC 2481 Table he ANCHORCAP.,,,,,,,,,,
Subalrele: 2.7k Caroni. 3.5k Cone. HC41M CMU Fam CMU PT Wood Metal] (Op-)X( )=ANCHOR CAP.°„
5118'Eke 1147 SS Eko 5116 Elco 114'SS Eko 810 Sled 012 8" 012 Steel
MULLION CAP.,y,,,,,�
AnchorCllpPatterns Aneh"Typw 3116EknUntacon N'EkoUMnacon N9acao 3118•EkoUlVaean 11r Elco AgWoWar tni . ApgreGator Screw(05)Be"(G0I Screw(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR
E Okt m.(Inv 1• 2-127 1' 2-1rz• 3-1/6• 1• 2.117 1• 2-IW r 3w9' r 0.48• 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment OnY.. 1314' 1-314' 1.314' 1-314' r 1-114• 7.114• 1-114• 1-114' 1-1147 1-111' r 1.316 1318' wrIO. ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anwfore@ 5"M m O.C.1(2)&5 Angie Cipel ig.IY 39010.4 3900s 450 lb. ego r. 1700Ibs 2709u 2BO the 354 lbs 7401bs 314156 720Ibe 946 lbs 341 It. 442[be 560 be OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Aroheta@3.5'MIn.O.C.I )2x5 Oips!(Fig.2Y 7B016s 700160 TOD lbs 1870 lb. 2525 ft 5401. 580104 WA I1201h6 74B Ibs NO lb. imib6 682I 665 Fee 1t201b6 CAPACITY(FROM THE TABLE)OF THE SELECTED
6Anchere 2711 W,O.C.l 2 215 la /(Fig,3 1120165 11201624 958•. 224810.9 2254166 WA 8401bs WA 1059 lbs WA 1320 ma WA 1022024 1321 M16eo ke MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
_ ANCHOR CAPACITY TABLE. 1 RODUCT REVISED
FIGURE 1: - N complying with be Florida
TABLENOTES: Ru11dingCode)r �)87p
Acceptance No
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Di4ptian Data 7L.QZI
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. MnIdu111111
FIGURE 2:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125°
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. (��•' ••�' �'
• • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30°- .� �IGEI'•>F •• 1 i
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' - 7,�,g8l05
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30°BAY u)••. `I �(_l
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION 'jC).•'•., '(ATC OP,•'
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. •.,Ff.OR10, \�/•`
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. - ',/��'�1i��L�I�)�•'1"��•t`
A.NN MIL A,P.E.
FL P.£.#58705
BILE 16Ao +
Mullion Comity Table beta
Opening Width(for
OP 9q-sparrirgmaDiom)orOpaningHelpht(torhorizorle9y�spamingmt/lions) N�� Q
501n 601n 701n 00 in 1 901. i 100In 1 1201n 1401. 1601n
Reawgul« TrapRdang. Rectangular Tmprrdeng. Rectangular Trepfrdmilp. Rectangular Treprrdang, R.ClenpAN TraiYTden9. Reclanguar TcapRdang. Rcterlguln TrepTdpm. Rectangular Tiap?dan0• Rectangal« Traplydmig.
3,26"46 Loading Lowing Lowing Loading Loeft Loafing Loading Loedmp Loadirg7 Laei.g Leading Loading Loading LoeinB LoeinO Lowing Loeduq Loading � o. V
0
DEO.AL g a a r r _ r g _ a _ t i r 1t
BAY MULL �vr R^ o oQ ,. Qo f2 "�§• f7 a,C. h t $ R t^t ^
ci UG epi $ 6 cR� O v � c�. m E $ N
s s $ Isco a� foo
421n 170.0 820 470.0 435 170.0 744 170.0 478 170.0 aha 110.0 506 170.0 982 170.0 s1B 170.0 1116 170.0 621 170.0 1740 170.0 521 170.0 1188 170.0 521 1704 171s 170.0 521 fe4S 1671 1730 521
J W
48 In 170.0 708 170.0 624 170.0 050 170.0 SB4 170.0 112 1740 .a 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 BBO 183.7 1637 170.0 880 110,3 1817 170.0 880 122.8 1817 170.0 880 _
50.8251. 170.0 717 770.0 603 170.0 888 170.0 631 170.0 1018 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1184 170,0 758 147.1 1552 170.0 758 126.1 1552 170.0 758 110.4 1652 170.0 756 W 'O❑ O
541n 170.0 797 170.0 612 170.0 056 170.0 ON 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 155.2 1455 170.0 058 128.3 1455 170.0 Set 110.8 1455 170.0 661 97.0 1465 170,0 661 m O h
m
0016 170.0 685 170.0 701 170.0 1003 170.0 787 170.0 1240 170.0 678 157.1 1309 170.0 944 138.7 13Cg 170.0 900 125.7 1308 163.5 994 104.3 1308 157.1 982 09.8 1309 MIA 082 73.8 1309 157.1 882 lam- � t0 J
63 In 170.0 930 170.0 745 170.0 1116 170.0 850 102.0 1247 170.0 010 142.5 1247 181.5 931 128.7 1247 1528 905 114.0 1247 144.3 052 85.0 1247 1383 036 61.4 1247 135.7 935 71.3 1247 135.7 935 ? d a m 0
C581. 170,0 074 1740 769 170.0 1109 1740 907 1464 1100 153.7 905 129.9 1180 147.0 045 116.4 1190 130.5 028 103.9 1190 125.4 814 80.3 1190 119.5 398 74.2 1100 118.1 083- 04.9 1100 116.1 893 Z 1n z 1
721n 181.6 1010 159.0 877 134.7 1010 144.6 850 115.4 1010 127.2 842 101,0 1010 114.7 828 88.0 1010 105.6 017 80.0 1010 99.9 307 67.3 tate 00.0 795 57.7 1010 87.0 700 SOS 1010 97,7 760 _& �Z
781. 117.1 906 143.8 782 114.5 9110 122.0 775 96.1 008 107.1 781 85.9 908 983 749 78.3 908 88.2 738 86.7 900 82.3 720 57.5 008 74.7 718 48.1 9116 71.2 719 42.8 000 70.8 708 Q
781. 127.1 031 732.5 754 105.0 661 112,5 710 00.8 BBf 98.6 726 79A $56845.8
713 70.0 861 81.0 703 63.8 WI 75.4 604 53.0 581 68.1 681 45.4 Bet 131.5 675 38.7 861 03.7 072
90 in 32.7 048 654 $74 65.8 648 72.1 581 59.1 040 62.8 554 51.7 545 46.0 618 50.0 537 41.4 W0 47.0 530 US 046 41.5 519 2BS 84a 30.2 511 25.0 616 38.5 507 C m Z �
06In 683 SO 70.1 506 56.0 535 60.1 109 40.7 583 51.4 491 42.0 403 37.9 588 114 476 34.1 558 38.1 470 284 588 33.4 150 24.3 586 30.5 152 21.3 560 28.7 M7 WUJI Oo1081n 47.9 449 48.9 405 10.9 Me 41.2 309 34.2 449 35.7 393 29.9 307 all 449 28.6 382 27.0 449 2&1 777 20.0 NO 22.7 JBe 17.1 149 244 161 150 449 10.9 358 W Lfit In 44.1 425 45.0 325 36.8 425 37.9 370 31.6 425 328 373 27.8 387 24.5 425 28.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15.8 425 .16.6 343 01201. 54.9 381 35.5 33, 20.1 364 29.6 328 24.9 3W 25.6 J21 21.0 717 19.4 384 205 313 17.5 384 16.7 309 ¢ Q O O
1M In 20.2 251 20.4 233 1 18.0 1 253 17.1 230 1 1a 1: Z (n in
mO 4O
TABLE 16B - ANCHOR CAPACITY ADJUSTMENT FORMULA: A X OC
Anchor Canaeltv Tablefibs) ANCHOR ,,,,,,„,
S.W.W. 27k Cow t. 3.5k Cann. Ho4w CMU Filled CMU PT Wood Metd (DP,)X( >=ANCHOR CAP.,,,
S18'E1co 114'99Ekp wio-Elco 1/4•SSEko HOSlee1 012 SWI 012S1ed MCAP.
ULLIP.,,,,,„,
Anchor Clip Patterns Mclariypa: x16•EkoNVecon 14'EkoUmecon Lgtrww YIFEkoUIU.on 14•EkoUlt-on AppraGot« mtmcon AppreGai« scmw(GS)ficrew(G5) S«ew(O5) USETHISON FORMULATOOBTAINTHE°ANCHOR
Edge Ofalenco On): i• I 2.1rr 1' 2.1/1 1116• 1• 2-12• 7• i 2-11r 2• 3418• 2- 0.49• 0.54• 0.774• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment My 1373- ta7r 1-314• 1-x4• r 1-1W 1414- 1-tf1• 1-04• 1-114• 1-04• 2• tale• lard• mde1 ACTUAL PRESSURE REQUIREMENT FOR THE
2AMh«a T Mtn O.C.r 2x5 I .1 J901bs J Ibs 450 U. 6901b3 1700 Da 270103 280 1b. 3541os 7401bs 3741bs 7201% 846103 341 Iba 4421b 560 1b, OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archers 3,5•Min.O.G.1(2)2.54 Ie Caps l(Fig.2y 7001bs 7601ba 7B0•s 16701ba 25251bs 510 Ws Me 33 WA 112o1). 746 Im 800 IW 10921b 652The 8851ae P201M CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnch«s 271'Min.0.4r22c6An p' I .3' 11201ba 1120lba BSB Iba 2246183 225110e WA 840 IM WA 1059 Ibe WA 13201. WA 1022 lbs 13271bs 1880005 MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE, PRODUCT REVISED
FIGURE 1: m camplylnb with the Florich
TABLE NOTES: Building Code t�o•OZ)$-0,3
Ampta.co No
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Cx'.lion Dare 2021
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Miem' fmduct,
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \���i`(LYN)4-'
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' -45 : �O�-.•••""••.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��..•'�%�r'I�G r
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' Ma ;1(+705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45•BAY ='T> $ /��
MULLION A ;;TAI'_Oi- ;
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S n
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. 1'S&N
,Sr(())r
A.LYNN1ry1LeR;�.E.
FL P.E.#58705
-j 1.000° - 1.000• 1.062"1
740" _
.063' .365'
.062' i I '(^� -.125' ---11--.125'
062' I o
438'
4.000" 4.000' 4.000' •125"STANDARD CLIP I PA w
2.625' 2.000" 8063.76 ALUM. 2.125' 2.000'LP bb
.125' %•SECTION J
U•CLIP
I 8063-T6 ALUM, N
125, 125, .125" X-SECTION '125" cNVs m
.031' 7- U) N W
1 .125'J O F
125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W
.375' .155' 375• DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE Y
ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 0.'a 0)
HOLE DIAMETER:ANCHOR DIAMETER*1116'. (0 o"
1'X 4'X.125. 1'X
-- 4"X.375" 1'X 4'X.375' 5 rte+ m to C3 O
MULLION MULLION 'T'-MULLION CUT HERETO 5.000" Z co U
6063-76 ALUM. 6063.78 ALUM. 6063.76 ALUM. .375" 3.125• y_CREATE FCLIP,SEE '375" .375' Q (O
X-SECTION X-SECTION XSECTION MIN. y J
MIN. I DETAIL F,SHEET `� �L Z ❑
1.250' - -.3 75'
W
_ ___________i Z
------- ------- CENTER OF 1 1 .375ZJO7
g2
j MIN.
?ro
_..�p.W1.250" -1.250+ ANCHORHOLE �
MUSTLIEWITHIN u rcZ
THE DASHED Q J - �
U _BOUNDARY.SEE Z ❑ Q 0) O
2.875' SHEETS 620 FOR z zz
THEANCHORO.C.
} QDISTANCE,
MAXIMUM 11 Z
3.250" 3.94' f
ANCHORHOW
DIAMETER: U)0ADO"3.250' L",
DIAMETER 1116'. Z
STANDARD 2X5 ANGLE CLIP U
.100 0
4 • ti
-1 6063•T6 ALUM8063-TO ALUM. T -
Q
-•i .620"1-- --1 .820" I-- --1 .820" 1-- CENTER OF ANCHOR HOLEMUSTLIE TOPVIEW TOPVIEW
-WITHIN THE DASHED BOUNDARY.SEE
1.25'X 3.25'X.100' 1.25'X 3.25'X.824' 1.25'X3.94X.624• SHEETS 5-20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE DlmanNon Value(1n)j For Mullion: Dimension Velua(In)For Mullion:
6006T5ALUM. 6005-T5 ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1116'. F 3.68 1 X4 X F 1.8311 1.25'%3.25'
X-SECTION X•SECTION X-SECTION _ G 1.000 .125' O 0.600 X.624'
H 2680 Aluminum H 1.436 Aluminum
���------ 3.469' 5.500' I 3.000 Tibe Mullion 1 3.250 Tube Mullion
2.661"- I /'` ,125° MIN._ __-___� .375"
�1I ,C11I/ F 3.007 T X u X F 2.(125 1.25'X3.84'
1.377--A
' 1.877' I MIN. G 0.757 .375' G 1,125 X.624'
H 2430 Aluminum H 1.500 Aluminum -e4)UCCRF:VISBD
I 3.000 Tube 8'T' 1 3.250 Tube Mullion m complying)W0)Ne Florida
I I I F 2250 1.25'X3.25' F 2.813 30•Ba Mull Building Cade
1 I
.125" II I I I G 0.760 X.100• F 2.876 45'Be Mull Acceplet�ce 140(�o-CY2l$•O}
.125" 45•-(-� 2.250" i i I i i I H 1.500 Aluminum 6 pi di Date -202 J
1 3250 13M Rede Ftoducl
50'45°BAY MULLION 3.250' i i i I TABLE D30*BAY 6083 TB ALUBXSEC ON3-76 M ----_� Mull Dlmendon PCTPartN \\\t(`(NN //i//X-SECTION (sheetl!) Mullion Std.Clip Offset Clip U•Cllp Angle CliGNS 1 L G OFFSET CLIP 1'X4'X.125'(10) 68384 S68111M 6661122M 666241M 6665i6M "�.•••\.\C- yc
.228"J }.-,981"-1 .22T�F-.961'-1 •125' I 60TOPV EW ALUM. 1'X4'X.375'(10) 66810 666112M 6681123M 8e8242M 668549M r Plo_L10705
740, V X4'X.375'"T"(11) 86653 6NI12M 6661123M BW242M OW519M =•
NOTES: rr 1.25'X3.25•X.100'(13) 20160 6661127M 6661124M 6W2410M 660115M �. Ll'
111
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1:25'X3.25•X.624•(14) 20101 8661726M 6867125M 6682411M 6665116M
1,25'X3.94'X.624•(15) 20182 6661117M 6681126M 666241M 6W517M �/' JF_ '•`fit
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(18) 66649 WA WA WA S665110M '���` FLURI�F'
45 Degree(20) 66650 WA WA N/A 6665111M ((Ni"�4\
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LNN,ry' I#
FL P.E. 58705
TABLE Eh
Mull Dimension PGT Part# a$�aA _
(shoe t#) Mullion Std.CII U-CII Angle Cli -'1['-'.125" -'I x`•125' �C� 5
P P P _ --I I�-.125" x C
2"X4"X.25°(16) 66602 666261M 666271M 6665112M
L
Id o2"X6°X.25"(17) 66604 666262M 668272M 6665113M STANDARD CLIP U-CLIP 2X5 ANGLE CLIP063-T6 ALUM. 6083.76 ALUM. 6063-T6 ALUM2'000" X-SECTION 2.125" XSECTION 2.000" X-SECTION
NOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING -125" •125" LL .125' N M [0
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. I z yN
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE ~-
HOLE LOCATIONS. W
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. UJI
CUT HERE TO 375' W U O° Q
3.500' CREATE F-CLIP, 5.000" m Ul O F
2.000" .375" 'C _sEE OETAILF, .375' 375, MIN. Z r>
MIN. SHEET4 MIN. 10
Tn J
------------ ---' --
Z
�------------ i--r T---------------------, z W m �L
? a v rt9 z
4.000' CD �_
.259. -I-- --- --I- - 3.438' + 3.430" j---- -
2"X4"X.25" I Z ❑ ¢ N 0
MULLION � I I 3.430" I I Z,.Z O
6083-T6 ALUM. j j I I � Q
u
X-SECTION I I I j j x•375" N Z h o a
�- ---� -- -- L---------------------0--}MIN. W Q
1 � � 52
�
�- STANDARD CUP 2X5 ANGLE CLIP
U-CLIP,6083-T6 ALUM. Q Q Q Q
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. /CF
D FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T8 ALUM. a Z s.0) N
•2`•�� WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TDPVIEW - mO sA
SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. m €CL'0
DISTANCE.MAXIMUM ANCHOR HOLE OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER r 1/16. THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1116'.
SHEETS 5-20 FOR THE ANCHOR O.C.
5.500" DISTANCE.MAXIMUM ANCHOR HOLE
CUT HERETO DIAMETER:ANCHOR DIAMETER r 1116'.
r^-2.000'-•••� 375• 3.500° CREATEF-CIDP, 5.000'
s..ETA IL F. .375' __ .375'
MIN.~ �-SHEET4 MIN. MIN.
.375'
I I I I
I I I I I I
j I I .GDUCTRC-VISED
I I I I a scumplying�vilhihc Flak%
I I I I Building Code
I Acceptance No 16-02-1$•03
I I I I E pimtim Date 207)
I
I I
I I I I I
I I I I BY
.250" 6.000" 9 -i-- �-- -- -. 4.688" "may- r - 6.436"
I I 5.438'
5.438' I
I i I i `.`�rpp1V .:.�'••49q� iii:
MULLION j j I I •'•�';
6063-T6 ALUM. I I I - fv0.58705 _
X-SECTION I I I IMIN.
L '
I I I I
I
`--------------- --------J - -----•----------------� MIN.
11'•, r Qj-
STANDARD CUP U-CLIP 2X5 ANGLE CLIP ��
6063-T6 ALUM. 6063-76 ALUM. 6063•T6 ALUM. " ,,`S,/(ll` AI �`
TOP VIEW USED FOR 2"X 6"MULLION.SHEET 17 TOPVIEW t 1 I I
TOPVIEW A.LYNN MILLER,P.E,
FL P.E.#58705
C
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF.
1 INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SU ITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1'=65".REFERENCING SHEET 25,THE COLUMN USING ® n r
NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
$y
SEE
KITA.L.
FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THEDEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+f-58.3 PSF AND WOULDo NOT BE SUITABLE FOR THIS APPLICATION. SZ U
FROM TABLE 4A,SHEET 8,THE 1"X 2.75'X.650'MULLION(LENGTH=72,OPENING WIDTH=70')HAS ADESIGN PRESSURE OF+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
T2- OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. in
MULLION 04
LENGTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 y m F
j/ ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N N
SEE W
DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THEFENESTRATIONPRODUCT BE INSTALLED IN ACCORDANCE WITH THE 7 _
Ta INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
D' <n
IN
THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LLIo3° 0
NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m p)
—i 4--MULL W IDTH
- (60 PSF)X 636 LBS( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) g
OPENING WIDTH 72,7 PSF i g m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318".THE OPENING REQUIRES A 2 '1
DESIGN PRESSURE OF+50.01.55.0 PSF. =j G a
Q r
FOR THE VERTICAL MULLION: IZZ— Q N o
1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=10S'AND THE OPENING WIDTH IS 36+36"+l"=73".REFERENCING SHEET 25, Q Z r
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� --o�o
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0%55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEM LARGER SIZE AVAILABLE. U) J n
MULL WIDTHFROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH=80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 15+1-15.1 PSF LU EL y Y
-I (AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F
LU g
FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250"MULLION(LENGTH=10B",OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d• Z (n N
SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m O m;,0
`SEE DETAILS, # c�D! 1%
32 FENESTRATION SHZ 375 BECAUSE ITIS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"+36'+2"=74",NOT 73'AS PREVIOUSLY ,
PRODUCT'S ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL THE 73'DIMENSION(35-112„+35.112'+2=73").
11 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTICAL i CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION —SEE `-SEE USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
g DETAILS, DETAIL E,
OPENING SHEETS 23 SHEETS FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.260-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HOR17 /// �/ MULLION TYPE COULD BE CHOSEN.
MUION 7LL2' _ PR(XDUCTREVISED
1)THE MULLION LENGTH IS 36”AND THE OPENING HEIGHT IS 32"+72'+2"=l OV.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAYBE os mylyin=wi15 GIo Florid
USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250-MULLION LENGTH=42",OPENING HEIGHT=120"HAS A DESIGN PRESSURE OF+-/170lWilding Cod
No
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. ,0 PSF WHICH EXCEEDS THE A�tt�� d 16-o2r 9.0.3
E pimlion Date
SEE
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' Ey
SHEETS WIDE,IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE,USING THE 2X5 ANGLE CUPS WITH Miem Dade Pmdua
2a (4)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 11 I I I I!I
ANCHOR CAPACITY OF 521 LBS. ` 1
HORIz. �_ 36•,HORIz. I THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FORTHE U-CL1P SHOWS THE ANCHOR moi`,.•'•�\CE
MULfdSF •.`'P
MULL LENGTH MULL LENGTH--'-'I)I 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USECAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE
OPENING WIDTH FORVERTICALMULL ANCHOR TYPE IS A#12 STEEL SCREW. NO„j3'jQ;i
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION; -..c1•• a CY
+/-170.0 PSF FROM THE 36”HORIZONTAL MULLION ATTACHING TO CMU; �I'•,�• o •: 111
+1•170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). () 5 AI F U- _;`"
THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS, t�.'•.pLOft10�•'C:y;.
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 INq,LYNN MIBL• ,P.E.
ACCORDANCE WITH.THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING:
i Q�R
1 s�oorr S<
m�
1 PW
PW g� O
PW 1.
$= Z U
SHIDHSHIDH - - SHIDH SWDH PW
j PW U N rcm W
I j =
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I , / / 00 / / / m CD O
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / / F U)
HINGED
DOOR -
SGD
--w„ _ LOADING OF VERTICAL MULLION @ W
PW i LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q do fS�lz
Q
Q o
F- x yz
ODo
PW PW y
PW to
PW w Q LLI
0) W
SHR7H SHIDH - SHIDH SH/DH_ Q OJ Q O O
-��7
4 4 / 101/ I a= °�'zvi �
_I _ _ 1 - SHIDH x
I
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 I
HR
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
- I MULLION
PN HINGED I NOTES:
DOOR PW PW _ I :9imu(-r REVISED
- I as complying with Lh:Ftwoa
I
1)DRAWINGS ARE Building Code
RERESENTATIONS OF TYPICAL A.Mr4moe No 20
I PW CONFIGURATIONS. •�imli Mi.
P
W
- CONFIGURATIONS NOT SHOWN I
MAY BE EXTRAPOLATED FROM By
THOSE SHOWN.
00 -- Miazn' a Produ'A
I
2)IF THE LOADING TYPE CANNOT �� �.) LY)d?l+
BE DETERMINED,USE .•• •.,•IC
RECTANGULAR LOADING.P7
PW ��,•
3)SEE PRODUCTS'APPROVAL FOR ND,58704
ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I '-
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j `r- �'U '•!/L ��,(( I O: Ij!?
SGD I.-TC�.•' iTi\'(I:OF (�I;
I \
LOADING OF VERTICAL LOADING OF HORIZONTAL ^I•
MULLION MULLION A.LYNN RI A.E.
FL P.El 58705