HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Page 1 of 2
,RECEIVED JAN 0 8 '2016
�i
OF
Business
, • ae ullation,
_.�..�.
Florida Departments! BCIS Home Log In I User Registration I Hot Topic Submit Surcharge I Stats&Facts I Publications C FBC Staff BCIS Site Map Links Search
Busines (�
Professi real (A USER:Pubic4User
rOVa1
Regulation tILE C PY
EMMMMMMMM Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL261-119
Application Type Affirmation
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202, 203 1994
TAS 202 1994
Equivalence of Product Standards
Certified By
R I affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are in compliance with the new Florida Building Code.
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbIFAQLKH... 11/25%2015
Florida Building Code Online Page 2 of 2
Documentation from approved Evaluation or Validation Entity p Yes O No O N/A -
FL261 R9 COC FL261 to 2014.odf
Product Approval Method Method 1 Option A
Date Submitted 06/29/2015
Date Validated 06/29/2015
Date Pending FBC Approval
Date Approved 07/05/2015
Summary of Products
FL# Model,Number or Name Description
61.1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL261 R9 C CAC 14-1105.01.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/26/2016
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL261 R9 II 14-1105.01.pdf
(NOA)for product performance information,and mullion clip Verified By: Miami-Dade BCCO-CER
anchorage details. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back Next
Contact Us::1940 North Monroe Street.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:
® cChecf
sccurih.%%;.rulcs
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbIFAQLKH... 11/25/2015
MIAMI-IM)ADE -INU011-DARE COUNTY,FLORIDA
an PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SAV 26 Street Room 208
BOARD AND CODE ADARMSTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wwmmianiidade.�opkccononiv
PGT Industries,Inc.
1070 Technology Drive
North Venice,Fl,34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction(AID).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section(In Miami-Dade County)and/or the AHJ(in areas other than 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 AHD
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 ofthe applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series ITGT11 Clipped Extruded Aluminum Tube Mullion-L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions",
sheets 01 through 25 of 25,prepared by manufacturer,dated 08/2911 lwith the latest revision dated 01/29/15,
signed, sealed and by Anthony Lynn Miller, P. E, bearing the Miami-Dade County Product Control
Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade
County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT; The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION; A copy of this entire NOA shall be provided to the user by the.manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official. .
This NOA revises NOA No. 13-0815.05 and consists of this page I and evidence pages E-1 and B2', as.
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime-D.Gascon,P.E.
NOA No.14-105.01
CIMM= •
Expiration Date: M4 26,2016
Approval Date: February 12,2015
Page 1
j
PGT Industries,Inc. !
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I
A. DRAWINGS
I. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 10-0819.05)
2." Drawing No. 630038, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01
through, 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision
dated 01/29/15,signed,sealed and by Anthony Lynn Miller,P.E.
B. TEST_ S
1. Test reports on: 1) Air Infiltration Test,per FBG,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-yap drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., 'fest Report No. FTI. 6443
(samples A-1 thio E-1), dated 02/28/11, and addendum letter dated 05105/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 1 Q--0819.05)
C. CALCULATIONS
1. Anchor ve ification calculations and structural analysis, complying with FBC 2010
and with FBC 5fh Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. EQUALITY ASSURANCE
1. Miami—Dade Department of Regulatory,and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with the FISC
S:h Edition(2014),dated 11103/14,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, conformance to and complying with the
FBC 2010, dated 06106/11,signed and sealed by Anthony Lynn Miller,P.E. -
3. Proposal issued by Product Control to PGT Industries,Inc., dated 08106/14, signed by
Jaime D. Gascon,P.E.,Product Control Section Supervisor.
Jaime D.Gasco ,moi P.F.
Product Control Section Supervisor
NOA No.14-1105.01
Expiration Date: May 26,2016
Approval Date; February 12,2015
�-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTROED)
4. Laboratory addendum letter for Test Report No. FT1-6443, issued by Fenestration
Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NDA No. 11-0922.01)
5. Laboratory compliance letter for Test Report No. Y17"443, issued by Fenestration
Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P.E.
(Submitted uudej•previous NOA No. 11-0922.01)
6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11,
signed by Ishaq 1. Chanda,P.E.,Product Control Examiner.
(Submitted under previous NDA No. 11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their"PGT
Series Aluminum Clipped Mullion-L.M.I.",approved on 11/31/13 and expiring on
05/26/16.
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No.14-1105.01
Expiration Date: May 26,2016
Approval Date: )♦ebruary 12,2015
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.........................1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...........................1 6�
FIGURE 1: ELEVATIONS................................1MULL TO Cby
MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLIONS MULL TO yx a�MASONRr...._.._...z
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 4�
SEE D.G,H: RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY.....................a
A
to
SHEETS T82 2.1 SHAPE MULL TO STEEL STUD..................3 g m
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3
V-1"r
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS............................3 !n
III T ALTERNATATE CLIPS.....................4 ZO
IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
BAY MULL INSTALLATION..............4
'� `, IX2X,125 MULL SPECS..............6 J N
i 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.............8 2
INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..........?
1 1 X 2.75 X.85 MULL SPECS............6 Z
SEE DETAILS / I I III /11 I S)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.600 MULL SPECS.......0 m O
A THRU G; III I I SEE
DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEETAND SHEET 24,FOR MULTIPLE UNITS,CONSIDER I X 4 X.376 TUBE MULL SPECS...11 Q j
SHEETS 2-3 i ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN
` -� -- /
SHEETS 2-0 1 X 4 X.376.188 T MULL SPECS SPECS 12 J
III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY,
I III I I 1.25%3.188 X.286 MULL SPECS 12
OPENING 1.26 X 3.26 X.100 MULL SPECS 13 W
VE HEIGHT
FOR B)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 3.25 X.SZ4 MULL SPECS.....14
LEN QTH HORIZONTAL
1.25 X 3.94 X.824 MULL SPECS 15 `2
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,WOOD BUCKS BY OTHERS,MUST 2 X 4X.26 MULL SPECS................16 � Z
SHE DETaL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 228 X 2AI X.125MULL M EcS.............,17
SHEETS 1.28X2.11 BAY MULL
16 {SLI 0)
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30•X 3.26 BAY MULL SPECS....._.,19 (- Q G� p
REACTIONS. 451X 326 SAY MULL SPECS........20 O
MULLION 6 CLIP DIMENSIONS 21-23 I-- ,Z O
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACON/AGGRE-GATOR NONS:ANSI/AFSPA NOS FOR WOOD CONSTRUCTION; EXAMPLES 1 6 2........................•..,24
PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES....................26 U)
BE OF ANY TYPE. QWS2 2
MMANUUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z N
_ BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U (9Q O PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Z SEE DETAILS10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.A�D,O,H; 160
-7
HOWZONTAI sHEETe 2.1 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY 1S UNLIMITED PROVIDED THAT THE SPAN AND OPENING
LENGTH HORIZONTALWIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
MULL
LENGTH INSTRUCTIONS:
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIHT')FOR THE OPENING USING THE ASCE-7 STANDARD.
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS; 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR"TRANGULAR/TRAPEZOIDAL•, PRODUCTR13WSED
m complying wm Aha Florid$
'I
LENGTH I' I+—OPENIWIDTH--j 1�'HORR.MULL LENGTHS 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH IBA,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING BundlABODdc
MULL +I I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE AoacptaucoNp O'
MULLION CAPACITY(LBS/HT'I OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FPI FOR THE OPENING OBTAINED IN
f� OPE ANG Y STEP 1). ��.�
HEIGHT Id and adc Pro uct Control
FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
HEI ANG LI LL a ids d �/ d VE T. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST TBE TO ATTAIN THE FULL MULLION CAPACITY. Al I I111(I I
HEIGHT LENGTH MULL
I LENGrH 8)FROM THE ANCHOR CAPACITY(LBS1 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `���, .. ..
L L ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ;NN V..." vlcet4L �•.�1��%
CAPACITY IS MET. Y
OPENING WIDTH N0-58705
SINGLE MULLION SINGLE MULLION FORVERTICALAIULL 7)IF THE MULLION CAPACITY(LBS/FT21 OBTAINED IN THE TABLE 1S HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIHT')FOR THE _
OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-0
FOR VERTICAL MIA L VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '7D ' /e24 "
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION %, '•,a� !V
CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION �i lS '.�I210A,,••'��`��
PRODUCT ASSEMBLY. I"ONAL 0%01"
9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TOAPPLY FORA PERMIT. A,LYNN MIL 9 ,P.E,
FL P.E.#58705
DETAIL A: DETAIL B: MULLION
MULLION
MULLION TO 2X WOOD SUCK MULLION ATTACHED TO 1X BUCKBTR P TYP.ANCHOR 4
OR WOOD FRAMING AND
WOOD SUCK AND MASONRY PER SUBSTRATE,
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ava yT SEE SEE TABLES 18.181
I SEE NOTE 1, 1y
� t
MULLION t SNEEiL . . .. ,•'•e', . •S �
415 SHEETS
EITHER 7HE a I I I I 21.25 OR 0 E 4 ° ja 1 1 MCONCRETE OR CMU EDGE JQJ
STANDARDO e i LOCATIONS I i DISTANCE,
ETASLES ...1 W
OFFSET MULL a EDGE o ° SEE 1
I1NCNSUIT5PAMMlELAETYN0BO8EpY. o ' a j\l ^ I i �I
18-181DISTANCE FORMASONRY 4 aANCHORS
C,s SCRY2W MAX FOR a4
N
° SIDE VIEW
7\
ALL MULLIONS 4 I I a F O
a 4 ° a ° e e EITHER THE
a 4 ea 4 a ✓"� 4 e a 4 OFFSETRMULL Z Sys
4 a 4 ° LIO a a a a 4 4 INSTALLED BY W
°a EXTERIOR �
EDGE THIS METHOD. J L 2
4 DISTANCEFOR 0 q rL¢, 'z—
MASONRY a ° °4 •5 Q q o
..•"'� a 7HE OFFBET CUPIS ANCHORS a •� Q
L.+' 4 RECOMMENDED FOR p T..
EXTERIOR 4 °a FIN•FRAMED ° ,
WINDOWS,BUT LU1Y ° �
ALSDBE USED FOR p � � � �
OT'fiER FRAME TYPES.
d.z O
TYP.ANCHOR TYP.ANCHOR i0:
TYP.ANCHCR /''PERSUBSTRATE, PERSUBSTRATE, "7
PER SUBSTRATE, / SEETASLESIB•18B SEE TABLES I8-168
SEE TABLES IB•18B // EOGEIEND
T-- OISTABLES AND
STANCE B1K:X87RtP
1 SEE
EMBED T-
18.188 T " •,y_ ATTACHMENT AACHMEN
AND EMBEpMENT•
• ATTACHMENT I f 'd SEE NOTE 1•
• ,1 BYOTHER4, , '� { 1 .. � �� SHEET 1.
I SEE NOTE 1.1 +.• :
SHEET I.
• MIN 2,7 KSt CONCRETE OR CMU I'RODUCTRB SBD
SIDE VIEW FRONT VIEW Qudt1i18 4with OoFtadds
FRONT VIEW AmepMon�CoNO 4
knLi°t�DB
INSTALLATION NOTES: 1
tvitaml
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. ado PIBJue1 Conim
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION LYNN 1``� NdNY l'l�f�i��'
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED:REFER TO 7HE TABLES ON THE Q• 'UIC..... •lF r'
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED,
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. No.58705
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
fib)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED ;
ELCO ULTRACON OR ELCO 1/4"8.8,AGGREGATOR MASONRY ANCHORS. , s '• ORION '/•����
E.
A,ILYlI� R��.
FL P, #68705
DETAIL E:
MULLION TO MULLION ® �
DETAIL C: —+ .126-MIN. INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP)
MASONRY STRUCTURE 1)MAY BE INSTALLED IN'TEE'OR'GROSS' lid'
(STANDARD CLIP SHOWN) INTERSECTIONS. 4
VAI IES 2)MAY BE INSTALLED HORIZONTALLY x rd
(SHOWN)OR VERTICALLY.
I I TYP.ANCHOR � m
EITHER THE I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21.23
STANDARD OR I SEE TABLES IB-1313
1 FOR CORRESPONDING MULLION. N
OFFSET MULL I I TOP VIEW ZO r�
CLIP MAY BE 1 I EDGE DISTANCE MULLION
INSTALLED BY II
THI9 METHOD. I I a
FORMASONRYYMIEq-�----moi J
I I � 012 STEEL SCREWS,
SELF-DRILLING OR PRE-ORILL
MULLION AND USE EMS lye p
00 OH
m o
MULLION p co
Z J
J
EXTERIOR °a q
EDGE DISTANCE v ° THE OFf3ET CLIP I3 Z �•
RECOMMENDED FOR
FOR MASONRYA �. ENDED
LMTERSECTIONj
c WINDOWS,BUT MAY U•CLIP Z
ALSOBEUSEO FOR
OTHERFRAMETYPES. EXTERIORTYP. Z r-
CHORQ Q O) p
PER SUBSTRATE, G O_
SEE TABLES ISE •
6EESHEET321-T3 FOR
BUCKBTRIP
PERSUBSTRATE,
TYP.ANCHOR HOLE LOCATIONS g
AND SEE TABLES IB-13B FRONTVIEW EDOE Y
DISTANCE
ATTACHMENT F N y
.... BY OTHERS, SEE TABLES 7
SEE NOTE 1, 16.138 Q Z Q Q O
EMBEDMENT • SHEET 1. . • : D. Yn fn
EDGE
-DISTANCSEETABLEs SIDE VIEW
MIN 2.7 NSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B•138 �+
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a TPERER ANCHOR
S ANCHOR TE,
SEE TABLES 18-13B OI REVISED
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ti SEE SHEETS ® aomplyingwilhlhoFlodde
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR fldling Oodo
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONS
oaptmlaDN�'�e
FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. w ``
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION
11 adeProdugConm
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
11111
5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COLMTYAPPROVED DISTANCE ���\�,ONY d�'%,
ELCO ULTRACON OR ELCO I1,V S.S.AGGREGATOR MASONRYANCHORS. FORSTEEL STUDS THINNER THAN SEETABLES `.
FRONT VIEW 16 GAAND COMPLIANT WITH THE FL BUILDING 1B•13B Q�•' LIOENSS'•��(1`,p
CODE,A 2X WOOD BACKER MUST USED. ` �•�
ATTACHMENT BY OTHERS, ND.58705 •'; •
D ANCHOR SPECS
USE WOOD SIDE VIEW -u
NOTES: �-
1)FOR 2XWOOD-BACKED STEEL STUDS,WOOD ,�'• 8T ,0
ANCHOR VALUES MAY BE USED. %�S 'F<ORIOA,.•'��`��
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20,FOR QUANTITY OF SCREWS, A.'& N M11LLP.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H: �
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) � d' o
oY
SEEDETAILSD3 BA M ¢I
SHEETS Z AND 3 FOR INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES.
N
MULLION
O ' 0 Z En
O O O �j
O O O O O O Ijj
O O TOP VIEW y
SIDE VIEW I i m U o
SHOWN WITH VX 4'X 125* TOP VIEW I I vj
I Z J
MULLION i I I TYP.ANCHOR F 7
EXTERIOR I I I I / PER SUOR
BSTRATE•II / SFE BLES I6B OR 188I TYP.ANCHOR I ISTANDARD MULLION CLIP I PER SUBSTRATE• EXTE ,�.I T~q Z
MODIFIED TO FRFIELD j SEE TABLES ,, I �/ Q Z ''• :�
CONDITIONS. I �` I I I G/-Z`X 5'ANGLE CLIP.
1 I 2 PER MULLION END,MUST BE 7d" 0 Z N
1 I INSTALLED INSIDE OF BAY MULL. F•• �O O
MULLION I I p
1 I II 1 1 I p Q
I I 2•X6•X.12Y N VY1
II I I AU Z Q
NGLE CLIP,
3
I I I 2PER MULLION FND, Q — Z Q Q
MUST BE INSTALLED 4. In
I I I INSIDEOFMULL,
I I
I
I
TYP.ANCHOR
PERSUBSTRATE•
SEE TABLES 1B-14B
INTO WOOD.
jf STEEL.ALUM
INTO WOOD,STEEL. STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED IN-FIELD. `
EXTERIOR CE '0- `®\ PRODUCiRB ED
O �oOD;c p1t -(�'� `� as plying with Me
pEP £ b%flada
Dd0
SM.O,s
ALUM,CMU ORMASONRY EDGE O
DISTANCE PmductContto
PER
ANCHOR LIVIIIIIIIjj
EDGE ——® Q
DISTANCE 4INSTALLATION
PERANCHOR NOTES FOR OPTION 0&H:
�,.•' LICENS �
NOTES FOR INSTALLATION OPTIONS F O 1)USE 2 ANGLE CLIPS PER MULLION END,CUPS MUST BE INSERTED INSIDE OF MULLION. N•. 'P
No.58705
1 DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 211'X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE
LOCATIONS. p K
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL H•SEE TABLES 15B OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :�Q'• $A�R 5 "�
3)THE 2X6 CLIP ISNOT SUITABLE FOR THIS APPLICATION. LOCATIONS. �,�� •.;�<ORIDP.•''•\A
A.LYNW fihILILER,P.E.
FL P.E.#58705
TABLE 1A 6 g
MulltonCa aoi Table(Ib6fR)
opening Wldlh(for verticalVIspamlrgmullions)orOpening HeI ht(forheri2orlsRyspanningmtdllorls)
801n 00 In 701n 101n OO In to01n 1201n 1401n Isola d O
Iteetanpller Treplm4ng. Raelanguter Tnprildang. Rettangurar TtepnHan0. Reom,Ouler Treplmana. Reclsagular Rop/man0• Reclsngulet TmPmlang• RettanDuler 'aapfmutg.
Dolan of Tlvpli%ang. A3atsnpuler TnplTtleng. lid
1%2%.126 Loadmg Londlne Lowing Loadtg Losdn9 Lode; Lowing Lo3dn0 Loadng loading LovdN Loadng Loading Loadng Loadna Loading Lowing Lowing iyt
11 1
II Ill, I, I
I I I I � I BI II I I o
42 In 111.0 408 120.3 332 93.2 408 118-5 328 79.0 408[28.9
321 09.0 408 10/A 319 02.1 108 104.0 319 85.0 400 104.0 319 48.0 4D8 104.0 Me 399 405 1040 319 35.0 408 106.0 319
491, 74.9 312 83.8 250 611 312 73.4 252 53.3 312 243 40.0 312 j145
6 312 01,3 244 37.8 312 01.0 244 31.2 312 81.0 244 26.6 312 61.0 244 23A 312 61.0 244 gg 2
60.6251n OSA 281 70.8 234 83.2 2e1 81.3 278 41e 2e1 221 39.D 201 8 281 60.1 220 31.9 251 49.3 2iB 28.8 281 19.3 219 22.8 701 19.3 210 20.0 281 443 219 t5 R
641n 516 247 57.8 207 43.9 247 49.8 202 37.e 247 199 32.8 7A7 .2 247 39.4 104 20.3 247 38,1 I9S 21.0 247 38.1 103 16.0 247 38,1 193 18.4 247 35.1 163 M 0
{g
c 60h 35A 200 11.2 170 3Z0 20D 35.1 168 27.4 200 163 24.0 200 .3 200 27.1 139 1D.2 200 26.8 187 18.0 200 26.D 166
el In Wi3923.3
155 27.0 161 30,3 152 73.7 181 149 20.7 101 A 181 22.0 144 I0.8 181 21.7 113 z112 24.0 189 28.1 138 20.8 188 23.1 130 10.0 10.1 = N& Z
721, 120 16.5 139 10.9 110 15.9 139 17.8 110 70 in 109 15.7 125 10.6 107J"in 1D4 j Q COs a
TABLE JB ANCHOR CAPACITYADJUSIMENTFORMULA: Q Z O C
Anchor Co 001 Table Ib9 ANCHOR CAP.,,„,,,,,
89bolmlo: 2.7kCormrolo 15k0ono. HOIIONCMU Filled CMU PTWood Male! (DP_)X =ANCHORCAP.-
N16'Eleo 114.88 Eke 6118'Eloo III.86 Eleo 810 sled 01281ae1 512 Sled
MULLION CAP,�,,,,, W X
Anchor ClIp Patterns Nwhorlype 3/16 EkaNncon tp'EkoUllnoa 3710 gaoNVeoon 1/1'fiboUlVeaan Y
VlVaeon ApnvGalol Ullmeon Aggm(lutor aamw(05)Serew(o3) 8cmw(051 USE THIS FORMULA TO OBTAIN THE04
Edge Distance Mk 1• 2.12• 1' 244 3.1/6• V 2•Itr 1• &12' T saes 2- 0.46' 0.54' 0.321` CAPACITY REQUIRED'CORRESPONDING TO AN F-
to
Embedntenl pnk 1-145 1 V4' 1.314` 13f1• r 144 1.1/4' 1.1/4• 1.114' 1.114• 1.114' 21 1016• 1378' wries ACTUAL PRESSURE REQUIREMENT FOR THE V X-• � O p
2Anebom04.78'Mtn.O.C./6mndard W0534 dip(Ffp.1k 390 lbs 390 my 4501bo ago m3 1044lbs OIb9 280169 3541bs 7401-58 374 lea 654 IDS 046 me 3411es 4921-59 550Ibs OPENING,WHEN IT IS LOWER THANTHEMULLION pa-
4Awhors®1.15'Min.O.C.I Slaneard(of Oftel)Cop ff19.2Y. 4501b3 700 m3 WA WA WA WA 380 IN WA WA WA WA WA 6821W BBS Iasi 11205» CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amhor3493•Mia O.C./(2)2a5Anplo gipallFq.3): 780lea 760 Me DIM lbs 1580lea 16%ma 540lea 6601bs WA 730lea 74elbs O801ba 1892 Ns lbs WS 1120 Po3 MULLION.IT WILL YIELD A MINIMUM ANCHOR -�
2 Anohwv®0.46•MUL O.C.7 U1,TIp,Into.12V Atum.(Fig,41 WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 7161ae CAPACITYWAICHMAYBE USED TO QUALIFY
1 AnoMrt FLOP 0�.6k 185 r 1951Ds 225 lbs 4451b3 0221bs 135 lbs 140 lbs ITT @3 3701W 10716. 3721W 4731-5.3 170lb3 221 NO 2301ea ADDITIONAL ANCHOR OPTIONS FROM THE
2Arwhon 1.14'MIn.O.0/FLAP Ig.ek 240tH 350IW NIA WA WA WA 100Ib3 WA WA WA WA WA 3411-5.3 4421he 6801-53 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCrIM1.510
• • • • wcnlryllyla811ithIhO
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. OuRdJnglbdg PIOr1d4
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' �•�- AMcptatteoNo yT,Q�,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, r
FIGURE 3: I Nlemi We uc4Cnntrol
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.1 r
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
126'
ANGLE CLIP MUST BE USED IN PAIRS. \�RgS�,•' L\CENSE••<<tc��i�
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED
FIGURE 4: FIGURE& FIGURER: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5AND BEA MINIMUM OF.1265 f No.58705
(� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X Y X.126'MULLION
THE M 125'THICK AND ASR.ALL RS INTO WOO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = _
THE MATERIAL.#10&1{12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �� ZqI/// •: �`
of •., S ATE
"'NAL E�1�
A,LYNN�ILL�R,P,E.
FL P.E.#68705
TABLE 2A �
Mullion CapacKy Table Ibsh'?l
Opening Width(forlsrlIcalty-sparMd mlriloru)orOpening Haight(for hodzordalry-Bparvingmt9lons)
501nso In 701n 801n 90 in to01n 1201n 140 in 16o m as p
Reelengular TrspRd-M. Rectangular Tmprrdang. Rectangular TraplTdena. Rectangular TraiRiong. Rectangular RepRdeng. ctar TrapTdeng. Rectangular TrWthang. Rectangular TrspRdang. Reclongular Tropl7Aana. lid
Load9lg
Load] Loading Lwdlno Loading LWIre LoaAng Loading Loading Loading Loading Loading LmTng Loading Loaning Loa61ng LoadIg loading P a
Alum.Tube LO
TUbs
Mullion 7fl
z �
. 11
421n 170.01 020 170.0 435 151.3 1 on 170.0 478 12&7 682 170,0 508 113.6 ow 16&5 518 1048 662 188.11t42.'.81
802 18&9 617 75.7 682 168.8 517 64.9 68'1 18&13 817 5&7 on 188.9 517 0 UJ
48 in 121.8 607 13&0 418 101.4 501 1142 410 68.9 507 108.7 403 7a.0 507 1028 399 07.8 607 89.6 607 99.0 398 60.7 507 99.0 we 43.4 507 99.0 390 38.0 587 09.0 388 W
6QB251n 103.7 450 114.8 379 8&4 458 89.9 371 74.1 460 90.6 384 84,8 465 84.0 380 67.6 458 81.3 168 80,0 358 43.2 158 60.0 350 37.0 458 80.0 358 324 468 60.0 356 `2
841, 84.4 400 83.3 338 71.2 400 60.8 328 61.0 400 72.7 322 53.4 400 67.3 318 41.5 100 89.0 400 623 314 35.0 400 81.8 31J J0.5 400 61.9 313 20.7 400 81.8 313 m M
g
60 In 623 321 60.8 278 61,8 321 67.11 270 14.5 32A 67.2 284 Ja.9 324 F34.12M
34.0 324 43,8 324 420 256 28.0 32d 40,6 75J ?22 324 40.6 253 19.6 3'14 40.5 253 r� (0 J
�$ 031n 63.8 284 67.4 252 44,8 204 49.2 240 38.4 294 43,8 241 33.9 294 20.9 281 37.1 281 35.2 232 224 284 33.6 230 19.2 294 33.16.8 284 33A 7J0601n 48.8 258 49,8 230 39.0 288 424 226 33.4 268 37.5 221 29.2 26(4 2&0 258 37.6 288 28.6 212 19.6 268 29.0 210 18.7 268 27.7 209 14.8 2B8 27.7 209 Z (n d '%
721n 38.0 225 37.9 196 30.0 226 322 101 2&7 226 28.4 188 228 225 20.0 226 226 102 1&0 225 221 180 160 225 283 177d701. 30.0 201 32.0 177 28.6 202 21.2 173 21.8 102 23.9 170 19.2 202 17.0 20118.7 165 1&3 202 1&4 183 126 202 10.7 160 10,8 202 1&9 169 9.8 201 16.8 768 �781n 28.3 192 28.0 1118 23.6 192 26.1 185 20.2 792 220 1B2 17.7 192 15.7 102 78.1 157 14.2 792 %8 155 11.6 192 15.2 762 70.1 182 71.6 760 &B 182 14.7 160
85
soul 18.5 144 19.0 128 ENE 10.7 120 '�d" a
2 .Z � O
sem 1&2 127 16.6 113 CO M O
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: to
An hor Capacftv Table Iba ANCHORCAP,,,e,,,_ W x Y Y
Su3wle: 2.7k Concrete kNIA
Howw CMU 17kd CMU PTWood Metal (D u.)X( )=ANCHOR CAP.,.. � (V (0 N
MULLION CAP.a•••
114.88 Elco
5HC Ebo 174 88 Eko 010 Steel 812 elool 012 Steel V �( Q O Q
AnchorCllpPaltema A"ctwrypo' 3118•ElwUiwcon 1M EkoUl"amJ118•ElwUlwem 114 EkoUlwcon
Ag19nWatar UIOncm ApgeGalar sarex(86)8crsw(0.5) sonen•(OS) USE THIS FORMULA TO OBTAIN THE" C Q
Edge Distance Mk r 2-v2• t• z•ur 1• 2•v2• r 2.1rr Y 3.118• z• 418• 0.67 a.3a4• CAPACITY REQUIRE'CORRESPONDING TO AN Q. Z�,O
Embedment M7. 1-374• 1674' 1-314' 1,71• 1414• 1.114• 1.1/4• 1.114' 1.14' 144 Y 1J78• falB' /edea ACTUAL PRESSURE REQUIREMENT FOR THE �� �I�w
2Anchors C 4.76•Min,O.C.I et or ,Em-=,%t,%t 2Y• 3901"- 390 the 45013 89013 210 roe 2809m 35413 740103 374 me Ulla @s 84813 34 Iba 442I6- 6801ea OPENING,WHEN R IS LOWER THAN THE MULLION
4 Anchors 01.152Mtn.O.C,I Standard(or OBeel)CI(p(Fig.2): 4601"8 700 ma WA wA WA 300 Iba WA NIA WA WA WA 68213 BBS Ica 112013 CAPACITY(FROM THE TABLE)OF THE SELECTED
1 ArKhors C W Mln.O.C./(2)2(5Angto Ltlpa I Wig.3k 7B0[be 76013 BMW 1580 It. 54013 500 W WA 76013 7"the 8B0 be 18821"8 6821"8 86513 1120 1"e MULLION.IT WILLYIELDMAY A MINIMUM ANCHOR
2 Anchors®OAU'MIn.O.C./UCUp.Into.125•Alum.(Fig.4}. WA WA WA WA WA WA WA NIA WA WA WA WA WA 71613 CAPACITY WHICH MAYBE USED TO QUALIFY
1 ArohorlF42(p ffq,6k 18513 185 Ne 20 lbs 44513 62213 135 k3 14013 177100 37013 107 Il 33213 .731an 17013 221 the 28013 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors 1.16•MIn.O.C./F42ID(Fq.Bk 24013 350 Me WA WA NIA WA 1BO Iba WA NIA WA WA WA MEMS 44213 6801"8 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
PRODUCPREMSBD
FIGURE 1: FIGURE 2: TABLE NOTES: pfdwith the Florida
o code
1)SEE SHEET 1 FOR WSTRLOTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING, Ac4rp�4oNo
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY
-j 1.000'
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Alww a ePro u(t 'ontrol
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 111 I I I I
2.000°
• • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. L
��� •(4YNN li
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \�� rp.... .......F
11
ANGLE CLIP MUST BE USED IN PAIRS. \ �,.•'�SGENSF '•.Fp ���
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED T = No.58705
FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.126'
(� THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,0461•X 2•X.376'MULLION'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT CQr _-
II LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '.. �1 FS ;•J
THE MATERIAL 010&P12 ANCHORS INTO WOOD MAY BE STEEL,18-8 B.S.OR 410 S.S. ATE (f/�
UU��II�L��JJ IUL�I�� J 0��"-AORWP.•'-CA
'1i'CONAL�C,N \
Aa LY14N MILI126,P.E.
FL P.E.9 58705
TABLE 3A ® '
Mullion Capacity Table Ib6At1
Opening Width((or verOcalN-6perWrg millions)or Opening Height(for hodzontely-5perni7g mUllons) ��c
601n Bo In 70 in 801n 901n 100 in 120 in 1401n 1601n o
1%2.76% Rectangular Tra�a"g' Rectergalm Tvapomq. Rectangular TmF1Mms7• R"Wvder Trapmeng• Rxlenguiar Tta"wil. ReManArlor TmplTAang. Realmoular 7te7✓Trlmig. RMA Wm Trop'Mang. ReclengWm M-150111 9.
oma•,
Loading Loading Loading Loading Loading Leading Loaft Loading LmdNg Loading Loading Loading Loadirp LoWr�y Loading Loading Lending Loading s� �E
.376A1um, gg
Mulllon lf� � � � � � � �� � tf� � � � tl � 3 � N
Z � m �-
421n 170.0 820 170.0 136 170.0 745 170.0 476 170.0 060 170.0 600 170.0 982 170.0 619 170.0 1116 170.0 621 170.0 1290 170.0 621 146.7 1301 170.0 521 127.6 1301 170.0 521 111.6 1301 170.0 521 W
4541 170.0 706 170.0 524 170.0 ON 170.0 684 170.0 BB2 170.0 630 170.0 1133 170.0 661 161.6 1139 170.0 677 138.8 1130 170.0 680 113.9 1130 170.0 680 07.6 1139 170.0 860 BSA 1139 170.0 860 2
60.625 In 170,0 747 170.0 683 170.0 BAB 170.0 631 167.6 fo32 170.0 684 me.6 11732 170,0 723 130.5 1032 170.0 747 WA 1072 170.0 756 67.9 1032 170.0 766 03.9 1032 170.0 766 73.4 1032 170.0 756 � �� N
641n 170.0 747 170.0 612 161.3 907 170,0 691 138.2 907 164.7 730 120,9 907 152.5 720 107.5 001 145.0 714 95.8 007 141.1 710 50.6 007 140.0 709 611A 907 140.0 709 60.5 007 140.0 700 m F-
50 In 141.1 735 151.5 025 117.6 736 130.J 611 100.8 735 1180 509 66.2 735 100,2 590 70.4 135 09.5 681 70.5 730 95.1 576 686 735 01.6 '674 60.4 735 91.9 574 44.1 738 01,8 671 j
03 In 121.0 868 130.0 570 101.6 668 111.6 657 07,0 668 080 547 75.2 668 941 830 87.7 600 67.9 631 606 60 79.6 526 60.8 660 75.6 521 45.5 660 75.6 621 38.1 60 75.6 521 'd
6B In 109.0 807 112.4 622 88.3 607 981 611 747 507 65.0 601 60.2 607 77.1 403 68.0 607 71.5 400 53.0 607 01.6 481 44.2 007 63.4 476 37.0 607 02.7 474 33.1 607 02.7 474 Z IL
W y�s
721n 61.8 610 63.6 NS 65.0 610 73.0 431 60.3 10 64.3 426 61.0 610 87.9 119 45.4 610 63.3 413 40.0 610 60.0 100 34.0 510 46.8 102 29.2 810 44.4 399 269 610 45,3 39B = 45.1£
76b B9A 460 72.5 b0 67.6 456 01.7 392 46.0 456 61.1 303 NA 468 45,0 J76 30.6 466 45.8 37J J4.7 466 41.8 J8B [17.4
460 9.7 382 24.6 468 SBA 369 21,7 456 35,7 350 J J�5 Z
76 In 04.2 435 07.0 301 53.5 435 66.6 373 46.8 435 48.0 368 40.1 435 44.7 380 35.7 435 40.9 355 32.1 435 36.1 351 435 34A 344 22.9 435 32.6 341 20.1 435 322 34000 In NA 327 47.1 290 34.6 327 35.4 265 28.0 327 J1.8 280 281 327 28.3 276 23.2 327 26.7 271 ZOA R7 23.7 208 327 21.0 282 i{A 327 10.J 258gO In 34A 287 35.4 257 26,7 287 29.8 252 24.6 287 29.0 248 21.5 267 23.1 244 19.1 281 20,9 240 17,2 257 10.3 237 207 10.9 232
ISO In 24.2 227 24.7 208 20.2 227 20.8 201 17.3 227 18.0 190 15.1 227 10.0 195 W
11110 22.3 215 22.7 181 18.0 215 19.1 191 16,9 215 10.6 ISO n
�i 4q N
120In 17.6 154 17,9 187 U C Q fO� O
TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z m p O
AnchorCa Clot Table b9
ANCHOR CAP.,,,,,
BubstmW 2.7k Colcrato 3.53 Coro. Hollowcmu Flied WU PT Wood Metal (DP,)X( )>=ANCHOR CAP.,,, " •"
51161 Elbe 114'88 Eko 6118'Eloo 114'88 Elco 61001e01 d120kei 91261eei MULLION CAP.,,,,,,,,,, , °'�
Anchor Clip Patteme A"c �1' 7116'Elco Ulaeaon 1H'Eko UlUecan YI8`Eko UlDeoon f(/'Eka Uluecan
Ul61Elb1rom ApgOSE10 L6tracla Apg88EIcr NIOSt 8)60raaim?, Bamw(O5) USE THIS FORMULA TO OBTAIN THE°ANCHOR
Edge Distance M7 1' 2.12' r 2.12' 3.06' 1' 2417 P 2-12' 21 3•1fo• 21 OAS* 054• O.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Em6edmenl n 1314' 1-314' 1-14' 1.314' 2' 1.114' 1.1/4' 1.114' 1-1/4' 1.1/4' 1.1/4' 2- 1315 1418• mass ACTUAL PRESSURE REQUIREMENT FOR THE
2AnoMm 04.76' m.O.C.181=4or ANN-F., 1): 3901bs 390104 450 We 6901W 1044 Les We ibs 2801bs 354lb9 740lbs 3741bs 6641bs 940 lbs 3411b3 442160 500 We OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amhms 01.IV Min.O.C.18londmd(or Offset)Cep(FI2.2): 4WIbs 700 ms WA WA WA WA sm Ibs WA WA WA WA WA 602 His 085103 1120@s CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anglers C T Min O.C.1(2)235 Angle Clips/(Fig.3): 760 lbs 780 ft 680lbs 1560lbs 16N Op 540M 560Ibs wA 76D Lbs 740 lb. 680 fb3 1892Ibs $82[be im
MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Archon;0 DAY Mtn.O,C.I U421P.Inf0.i25`ANm.(Fq.4): WA WA WA WA WA WA WA WA WA WA WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY
1 Aram/F•C9p(Fig.56 1951ba 195163 2261ba 445168 822 Ib- 135lee 140 lbs 1771bs 370 Me 167lba 3321bs 473 lb, 170163 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Annhon 01,16'MIn.0.C1 F•C6 (Fig.B): 240163 3501bs WA WA WA WA WO Lbs WA WA WA WA WA 341 Ibs 'ANCHOR CAPACITY TABLE,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ODUCTREVISED
co whh 165 Pbrtd9
utldlog Godo
09epGncoNo�
FIGURE 1: FIGURE 2: Unto 2'
TABLE NOTES: � 1.000' f-- '
• • • • 11
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ado Product Control
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -k%1111111.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ����OQ1V LYNN
FIGURE 3
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750' Q��••' 41GENg� Fp
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 74' No.50705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -_
ANGLE CLIP MUST BE USED M PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED a315.
FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125• Q S'ATE OF
• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2.76'X.376'MULLION '�,�� ''•FtORIDP,.•'
LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
• THE MATERIAL.#10$#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S,S. 1/1� L �4
A,LYNN,MILLE12,P.E.
FL P.E.#58705
TABLE 4A $
Mullion Capacity Table DRI°
OponlnOiMdth(forwill-1lpspenningmullions)orOpeningHeight(forhDrI alVVervirgmtnlons) Ilr!�3aa
5010 60 in 70 In 601n 0010 10010 I201n 1401n 16010 d o
Rectangular TraliMiln, Rectangular TIDpirdam Recingular hapfMenO.1 Reclangdm lteprldang. ReclangNm TfWadang. Roclangdar TwWllong. Roctan9uim TmepM 119. Rectangular TiaprMenO. Raotm2ulsr 7tepl4Xeng. 4
Load! Loading Loading Loading LI>edng Loedng9 Loading Loading Loafing Loading'1X2.78X Loading Loading Loading Loading sY
.660 Alam. Loafing loafing
um. �a 4^ g m
Mullion 3 d 3 8 i AG d@ 3 O $ �yy 13 s2 dP O ao
5 5 $ Z N
1210 170.0 620 170,0 435 170.0 741 1 170,0 478 170.0 88B 170.0 SOB 170.0 997 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 156.7 1020 170.0 521 138.6 1820 170.0 521 J W
40N 170.0 708 170.0 621 170.0 650 170.0 564 170.0 092 170.0 030 170.0 1133 170.0 081 170.0 1275 170.0 677 170.0 MIT 170.0 560 141.7 1417 170.0500 121.5 1117 170.0 am 106.3 1417 170.0 680 N
60,62510 170.0 747 170.0 503 170.0 086 170.0 631 170.0 1040 170.0 884 170.0 1195 170.0 723 182.0 1266 170.0 747 140.3 1286 170.0 758 121.9 1280 170.0 758 100.5 1260 170.0 758 81.4 1288 170.0 766 m O Q
641n 170.0 787 170.0 612 170,0 HA 170.0 691 170.0 1116 170.0 751 150.7 1130 110.0 607 123.) 1130 170.0 637 120.0 1130 170.0 656 100.5 1130 170.0 801 80.1 1130 170.0 061 75.3 1130 170.0 OBI M ~
t0 J
601n 170.0 885 170.0 701 146.5 916 162.3 701 125.5 015 144.6 748 109.9 915 132.3 735 07.6 015 123.9 728 67.0 eta 115.5 720 73.2 016 114A 715 82.8 915 114A 715 54.9 015 114A 715
031n 151.6 1130 161.9 710 126.6 1130 130.0 694 105.5 630 123.7 661 94.9 670 117.2 070 84A 830 104.8 662 754 WO 99A 650 03.3 630 D4.5 819 61.2 MO 04.1 640 47.4 830 81.1 649
to g8 in 132.1 767 140.0 630 110.0 767 119.8 635 91.3 767 105.9 624 02.5 757 9&1 814 734 751 89.1 006 66.0 757 84.7 600 65.0 767 70.0 693 47.2 757 78.2 501 41.3 767 76.2 s91 J�,
j 721n 101.7 838 106.0 552 64.0 8311 01.0 540 72.7 830 50.1 630 63.11 Ole 72.7 521 58.5 030 86.5 all 60.0 OR 82,3 506 42A 638 57.2 600 30.3 WB 65.3 497 31.a 630 55.2 407 J Ff+
d o Z
781n 80.5 571 80A 490 72.1 571 78.5 480 8. 71 07A 470 64.1 571 60.6 471 490 571 55.5 461 131 571 61.6 459 35.0 571 47.0 451 30.0 671 44.6 447 27.0 571 44.5 418 Q g r
7810 00.0 542 03A 474 60.7 542 70.0 465 57.1 542 02.1 450 60.0 542 55.7 449 11.4 542 51.0 M2 10.0 542 47.5 437 33.3 542 42.9 429 28A 547 40.8 425 25.0 $42 40.1 423 1z••'
0013 52.1 407 63.7 301 434 407 45A 356 37.2 407 39.8 349 32.5 407 35,3 313 26.9 407 32.1 33a 20.0 407 29.6 334 21.7 407 26.1 327 tame 407 24.1 322 18.3 407 23.0 319
90 in 42.0 350 M.1 320 38.6 356 37.2 314 30.7 350 724 309 284 336 26.e 301 2J.9 35B 20.1 300 21.6 358 21.0 2Ae 17.0 358 21.0 2119 15.3 358 10.2 284
x � �
10010 30.1 283 30.11 ISS 25.1 2113 25.9 751 21.5 283 224 247 15.6 283 184 2M 16.7 263 1a.0 210 15.1 207 fO.S 237 h
11110 27.11 267 20.3 242 23,1 297 734 238 1g.a 7B7 204 235 17.3 207 111.3 2J1 16A 267 10.5 228
12DIn 224 229 22.3 209 ma 229 10.5 205 167 52 S2
22g 102 202 V x Q O O
a
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: p SO
Anchor Ce Itv TableIia ANCHOR CAP.,,�„- amd'
substm: 2.IkCoroucta 3.6kCurb. Houonchw F16edCMU pr cod Mekl (DP,,,)X( =ANCHOR CAP.,,, ��-•/
N16'Eko lwasEk0 WIVElco IN'SSEko Iloeteei #128teel #1201ee1 MULLIONCAP.,m,,.-.
AnchorCllpPallemD A0`1o`ry 3117EIsoUI arnn 111'EkOUIVacen y16'ElooUlr000n 114'EboUlVeam
ulUsaon A9gn:(4skr Ultboon Apgrec4ekr eoraw(O5)scrag(O5) 8crow(OS) USE THIS FORMULA TO OBTAIN THE'ANC 0
Edge potanoo Ont 1' 2-112' P 24/1' 3.08' i' 2-112' 1' 2412' T 3.116' T 0.4Y 1 0.54' 1 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment n 1-314' 1.314' 1:114' 1-Y4' T 1.114' 1.114' 1.114' 1-114• 1.114' 1410 2- 1,318' I 1JB' I sones ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhom ts)4.75'MN.O.C.IBtendaN arO0eel Clip(F1g.1t 3901W 300log 49-lbs 89DIbs 16141)9 2701)8 2B0ID.n 354@s 740105 374 The 6611ba 8g81bs N2b
442 Me 5601W OPENING,WHEN IT IS LOWER THAN THE MULLION
4Anohaaf91.15'MIn.0.0./sbndard(orOtrael)COP(Flo.2t 460109 loo Itis WA WA WA PJA 380lbs WA WA WA WA WA 11201baCAPACITY(FROM THE TABLE)OF THE SELECTED
4AMh=a 3'Min 0,4 I(2)2a6Atg1a Clips l(Fig.3t 7601bs 78010a 6MM IWOIlia 18.06@9 6101ha 560iba WA 7601ba 748113 mms 18921bs ee1120 @a MULLION.ITWILL YIELDA MINIMUMANCHOR
2Anolnrs 0.45'MIn.O.0.I ILgip,Into.128'Alum.(Fig./t WA WA WA WA WA WA WA WA WA WA WA WA @eCAPACITY WHICH MAY SE USED 70 QUALIFY
1 Anchor/F4:6p(FIg et• *5 @a 195lbo 225113 4461tia 8221be 135 @s 1401)9 177 @s 370roe T lbs 3721)8 473 @s 2211M 280119 ADDITIONAL ANCHOR OPTIONS FROM THE
2Awhoro 1.15'M)1.0.CJF-a .8. 2401119 950IDa WA WA wa WA 1W@a WA wA WA WA WA 4421W 6601M ANCHOR CAPACITY TABLE. RODUL'1'{tgVlSgp
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 13 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u8d ft�the Florida
oxplmteo No os Q
FIGURE 1: FIGUREZ TABLE NOTES: cls /20�
1.000' f
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ado Product Control
\`1(111111If///
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ``, 0` ,
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' 11
A�N•' �1GENgF'•�Fp ��
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. f No.50705
ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 85D' v'; I
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1 t ZR I t
FIGURE 4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' S ATE OP
• • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18GAUGE)..STRUCTURAL STEEL TO BEAT �0��•'•..F(OR10P.•''G\��
® THEMLEAST.125"THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND 1'X 2.76'X.BSp MULLION i /1 ,•
THE MATERIAL.q10 ANCHORS INTO WOOD MAY BE STEEL,18-e S.S.OR 410 S.S. 111 SNA(- ��
i�1 . `%%
11111JJ1j41\
A.LYNN MI1 LER,P.E.
F L P.E.#50705
TABLE 5A
Mullion Capeolly Tablo Ib9Ats
h�
OponingWidth(for%vrlc8Iy-spsrvftmuillons)orOponingHolght(forhod rfalVBp8rdrIgmU110nv) va!
501n 601n 70 in So in BOIn too In 120 in 1401n 1601n
Rectangular I Tk"an. Reclen9no 0er Trete enB. Reng �nou IYDPrIIILeadi�. R�4n9Jar Ttdnip L�n& R�e�ar Tr*'Mw8. Re�nBrler hecing �eng. Rng �guler Tr�� R�tenvu Tncing �daa. Rclle�u how an. pxe
1"x3.126"x Loading gg g g g g 6
.low Alum
Tub Mull tS� cR �� � � !3� u � � � � � tY� t� T; .00 d
o °'
421n 170,0 620 170.0 435 170.0 144 170,0 478 17D.0 686 170.0 608 170.0 992 170.0 SIB 170.0 1110 170.0 621 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 521 151.4 1602 170.0 621
481n 170.0 708 170.0 621 170.0 650 170.0 664 170.0 OD2 170.0 030 170.0 1133 170.0 681 170.0 1276 170.0 077 170,0 1417 170.0 660 157.7 1677 170.0 600 135.1 1577 170.0 860 116.2 1577 170.0 680 a N
50.625 In 170,0 747 170.0 663 170.0 ON 170.0 631 170,0 1016 170,0 684 170.0 1186 170,0 723 170.0 1316 17D,0 747 170.0 1494 170.0 786 141.7 1405 170.0 750 121.5 1485 170.0 768 106.3 1485 170.0 750
641n 170.0 707 170.0 612 170,0 056 170.0 891 170,0 1118 170.0 754 170.0 1275 170.0 803 186.1 1401 170.0 837 149.4 1401 170.0 850 124.0 1401 170.0 661 108,8 1401 170.0 861 9JA 1401 170.0 8Bf m M O
co
J
001n 170.0 686 170,0 701 170.4 1003 170.0 7% 100.6 1188 170.0 676 138.7 1166 101.0 028 127.3 1160 160.6 817 111.0 1160 118.7 910 B2b 1150 111.6 803 78.3 1188 iM.6 BOJ 09A 1158 111.6 803 ..1
031n 170.0 030 170.0 716 160.6 INS 170.0 650 137.0 104D 155.6 060 118.0 1019 141.7 848 108.5 1040 1320 830 85.0 1049 125.5 020 70.9 1D49 118,3 820 811.6 1018 118.0 BID 59A 1048 116.8 BIB to' n
061n 10&8 05S 170.0 700 13.4.0 865 161.3 604 118.1 865 173.7 768 1042 855 121,1 776 826 GO 1126 706 63.4 BSS 1044 751 89.6 055 00.5 7{B 68.8 BSS 08.7 740 621 855 88.7 7b M W g
5� 721n 126.6 603 134,8 891 107.0 803 1169 662 91.0 80.1 101.1 870 843 503 91.2 859 71.4 603 BSA 649 64.2 003 74B 642 53.6 60.7 722 032 46.0 603 69.6 628 40,1 603 69.7 627 to Z
g 761n 100.2 721 111,1 629 SIX 721 r47.0
618 78.0 721 85.1 605 68.3 721 70.5 585 80.7 721 70.1 566 64.6 721 05.4 579 45.5 721 69.4 We $9.0 721 68.8 664 34,1 721 56.1 683 Q ?555 � �
x
IS In 101.0 684 105.4 599 64.2 681 687 72.2 694 TBA 576 83.1 ON 70A 667 68.1 864 64A 558 50.5 884 68,8 551 42.1 604 64.1 641 38.1 604 51.3 538 31.0 BBI 50.0 Ism Ste. Q N O
00 In 65.0 611 87.8 458 64.0 514 418 41.0 514 50.0 NO 41.1 614 44.6 433 38.5 S14 40.6 427 329 614 37.3 421 27.4 514 33.0 412 20,6 611 30A 408 20.9 $14 28.0 40] Q �?
00 In 54.2 452 55.7 404 45.2 452 305 38.7 452 40.8 390 33.9 4S2 39.4 384 30.1 452 32.0 378 27.1 452 30.3 373 22.8 452 20.0 305 10A 452 21.2 359 10.8 452 22.5 335 � Of081n 35.1 367 38.0 322 31.7 357 317 21.2 357 26A 312 21.0 357 25.2 308 21.1 337 22.7 303 18.0 357 20.6 289 16,0 357 16,0 283 13.11 357 163 267 11.8 357 15.0 25] t1III In 341 338 33.6 300 29.2 338 301 25.0 330 28,1 288 21.9 338 23.1 292 10A 338 20.6 280 17.6 338 18.0 204 14.0 378 18.5 27a 12.5 333 11.8 273 5.7 338 13.6 269 M (0 N
120In 27.7 289 28.2 247 23.1 289 23.7 259 10.6 268 20.6 258 17.3 288 16.1 252 18.4 289 19.3 2AB 13.8 280 14.8 246 11.8 289 12.8 240 0.9 289 11.4 236 B.7 260 t0A 232 Q
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: E
AnOhorCa acl Table(]be) ANCHORCAP,!!,,,, R
Sutsbala 27 CComMe 36k Cone. HcOUx CMU FNedcMU PTWoW Idr4a (DP,)X( )aANCHOR CAP.,,,, c�d�
E'161 Elea 114.88Eko N1S'Eleo v/•BSEIco Bloeled M251eel 612 steel MULLIONCAP.,,o,,,,
AnchOrCllpPaltemB Ancharypo. &1EEtcou6lDem 1/4'EkoU6meon ullwon yteEl(oUA1am t/4•ekou9recon AggreGtlor Unrecm AggnGlor SCew(GB)BMW 05) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge valance On) 1• 2412 1• 2-112 3-IW 1• 2.02' 1• 2412 1 z 3-1x6• I z 0.481 o.64• 7824' CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment n 1314• 1314' 13/4• 13'4' 2• 1-114• 14/4' 1.1/4• 1.114• 1.114' 14/4' 2' 1.1'8• 1318• vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Arklnrs®4.78'hlln O.C./bYemad x(06501 CA (Flp.1) 3807x8 sox The 450 ros 80028 I644IM 270 IDS 200 led 334109 7{olm 874168 ZIA
a(Blm Nibs 4421m 5609n OPENING,WHEN IT IS LOWER THAN THE MULLION
4Anchos @ 1.151 Wn.O.C.I9ta out(or oMeq CO (R9 2) 480 IDs 700IDS IUA IUA IRA NIA 300161 IIIA IUA IUA IUA 602109 885 Its
11271x8 CAPACITY(FROM THE TABLE)OF THE SELECTED
4AncMa®3•Min.O.C.I(2)2`5Arpte COs I Mg.3) 780 lbs 7801x3 SW 16M tOs 16BBIbs SON 560lbs NIA 760lbs 748 roe 1692Its 682IDS 845 tm neo ws MULLION.IT WILL YIELDAMINIMUM ANCHOR
3Archoa 00.45.61m.O.C.I U4)Ap,Into,12W Alum. 4) NIA IUA NIA IUA IUA IIIA IUA NVA IUA NIA IUA IUA IUA 1073164CAPACITY WHICH MAY BE USED TO QUALIFY
lAnelor/FCA (RB 6) 1951Ds 1961x4 226 ros 446 Me 822118 135IDs 140 lbs 1771DS S7o1o5 197168 473 ttb 1701x7 2211x6 2801os ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchoo 1.16'Min.0.CJFCNIA IUA IIIA N/A 190 Poo IIIA IUA IIIA IUA 3111M 442 Its 1 6601x1 ANCHOR CAPACITY TABLE.
RODULTRBV39BD
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. it do=
o Ing%ft Iho Plolld6
H1.000'•4New co No - 09.Q
Coft
FIGURE 1: FIGURE 2: TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, ado ProductControi
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
1(11111rI/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125•
FIGURE 3
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ,,'�1GENSF'•. Q
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _= No.58705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST MUSED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '6�• ;-O ••Q:
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED p •, 'S (U`
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.125' ��•, 87.47E OF 7C/
1'X 3.126'X.b'MULLION
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (7'VF MULLION) i � '•,FLORIOa.•'G���
LEAST TE THICK AND 136.ANCHORS
INTO INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND /�%SSS/ANAL�r\
THE MATERIAL.#10&012 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. P.E.A.LY(f(SIA{tllli`�2,P.E.
FL P.E.#58705
TABLE BA w� +
Mullion Capacity Table(lbalfts)
Opening Width(for verlIcelyspardrig mullions)or Opening Height(for hod7nnte"arklrg mulllctls)
501n 601n 701n 601n Win 10011) 120 in 1/ON 1601n o
Reatowlar TropRdmg, Rectarnadu Trap'Tder19• Rectangular Trepliba+g. Raclangyar TrapTdan9. Rectenguler 7te(JTdenO• Rectangular 71eplatazg. Rxlanguter TroplTdsrdi. RaotenyNar TrWRIon9, Rectangular 7replTdmg. t3
1X4%.126 Loading Wading Leading Wading Loading Wading Lading Loading Loading Loading Leading Loading Loading Loading Loading Loading Loading Waling
Y
AIMulll ube & G!
n la
h z �
42 In 170.0 620 170.0 436 170.0 7{4 170,0 470 170.0 668 170.0 600 170.0 992 170.0 510 170.0 1118 170.0 621 170.0 1240 .170,0 521 170,0 1466 170.0 621 145.8 1169 170.0 621 127.6 1489 170,0 821 IIiW-J
/Bin 170,0 706 170,0 524 170.0 680 170.0 801 170.0 992 170.0 030 170.0 1133 170.0 661 170,0 1275 170.0 BT7 168.3 1303 '170.0 060 130.3 130.1 170.0 880 111.7 1303 170.0 660 07.7 1303 170.0 680 2
W.825 In 170.0 747 170.0 683 1170.0 690 170.0 831 170.0 1046 170.0 864 1170.01 1105 770.0 723 168.1 1235 170.0 747 140.6 1235 170.0 766 117.1 1238 170.0 766 100.4 1235 170.0 750 07.6 1235 170.0 750 W o� O
841n 170.0 797 170.0 612 170.0 We 170.0 691 170.0 1118 170.0 754 154.4 1158 170,0 603 137.2 1188 170.0 837 123.5 1168 170.0 060 102.0 1166 170,0 887 882 1168 170.0 881 77.2 11168 170.0 661 m m H
601n 170.0 055 170.0 701 166,7 1042 170.0 797 1419 142 1111.1 832 125.1 1042 148,7 015 111.2 1042 13e.e 801 100.0 1042 130.2 7915 83.4 1042 125.1 752 71.5 1042 125.1 702 62.5 1042 128,1 782 ��.. J
93in 170.0 930 170,0 745 151.2 997 153.0 610 129.0 002 144.4 799 113A 002 731.0 702 100.8 602 721.1 788 90.7 092 111.6 768 78.8 992 100.0 746 4.e 002 108.0 741 66,7 BB2 1080 711 �
60 In 785.1 47 170,0 768 137,6 47 74a0 788 118,1 47 130.7 760 107,4 017 117,7 762 4,B 917 108.7 736 82,7 947 702.2 721 80.8 47 96.1 717 69.1 917 04.0 717 51,7 917 01.0 711 Z $
721n 135.9 49 142,7 737 117.2 49 121.8 727 01.0 49 100.0 708 4,0 49 00.4 690 75.5 49 80.7 608 077,0 49 02.7 675 680 49 75.3 659 46.5 40 72.6 652 42.5 49 73.4 651 LU
70 In 716.6 762 120.7 695 08.3 782 702.0 062 82.6 782 90,0 40 72,2 762 00.0 629 4,2 762 74.2 820 67,0 782 89.2 813 40.1 762 02.6 602 11.3 762 69,9 897 36,1 762 88.1 898 fn �� Z
V7., 14.0 721 717.0 634 69.0 724 4.8 621 76,3 721 82.0 609 68.6 774 744 699 694 724 681 691 634 724 BSA 583 11.8 721 67.3 673 30.2 724 4.J 687 J3A 721 63.8 figs J r r
69,0 643 71.0 463 50.0 613 60,7 474 49.7 543 62.9 466 43.5 813 47,1 458 30,0 43 42.6 482 34.8 43 39.5 418 29.0 843 34.9 430 24.8 43 321 430 21.7 4J 30,1 426 57.3 470 58.9 427 47.0 476 49.7 410 40,9 476 43.2 412 386 478 36.5 408 31.8 478 34.8 400 26.7 416 32.0 395 23.9 476 28.1 368 20,6 478 25,0 360 17.9 470 242 376p 409 377 41.1 341 33.5 377 34A 335 28.8 377 30.0 330 25,2 377 26,8 325 22.4 377 24.0 321 20.1 371 22.0 317 i8a 377 19.0 310 14A 377 17,1 304 37.1 357 37.6 323 30.9 377 31.0 718 20.5 357 27.8 313 23,2 357 24.4 309 20.0 357 22.0 305 188 351 20.1 301 164 357 ITA 204 xN 29.3 3oa 20.a 270 24.11 306 25.1 274 21.0 34 21.7 270 16.3 306 10.2 207 19.3 39a 17.3 203 U X 4,1-
O O
144 N 17.0 212 17.2 198 a z�
TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA:
Ana o Ce aol Table Lbs ANCHOR CAP.,,,,,,,,, I �
6ubslmle: 23kConarala 3.5k0000. HonmCMU FEedCMU PTWood Metal (DP_)X( )=ANCHORCAP.,,,
dir Eke 1/4.68 Eke Wir Eloo 114'as Eke N106teel 012 Steel 012 eted MULLION CAP.,,o,,,_
Anchor Clip Patterns Anchor Type. 71110 EkoUlUaoon 114'EkcUlbeOen UlVacan 31fs'ElooUlbecon 1p'EkoUuscan ApgreOetor U6000n AggaOetor 0orew(05)0orow(05) 9crew(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edon Olstanee Ont 1' 2-10 1' 2-112' 3.1/6' 1' 2-tir 1' 2.12• Y 3.118' r 0.46' 1 0.4' 0.324' CAPACITY REQUIRED'.CORRESPONDING TO AN
Embedment Mt IV4• 1.314' i•3M' fa/4' r 7.1/1' 1.1N• 1.1/4' 1.114' 1.114• 14/4' r la/B' f3B' modes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors04.75'Mio.O,C.I Standard ar Offsol Cfp(FIp.1s2): 3901as $90 Me 45010.3 SBO Lbs 14410.3 270 Lbs 280103 3541bs 74016a S741b4 84lbs 040 lbs 341 roe 4421be 5601ba OPENING,WHEN IT IS LOWER THAN THE MULLION
4Anohme gg 2.255Wi.O.C.I Slendmd(or0I%s0C9p(Mg.3), 700 lot 700 lbs 58016s 1410Ibs Mn* WA NOW WA 530 lea WA 88010.3 WA 6B2 lbs 88510.3 1120153 CAPACITY(FROM THE TABLE)OF THE SELECTED
BAnohoro®1.15'MN,O.G/6terMaM(orO1Rall Clip(Fig.47• 911011,3 140016s WA WA WA WA MD3 WA WA NU WA WA 1303 lbs mo Ins 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Arwhws 03'Min.O.C.1(2)216 Angle Clips I(Fig.St 7801as 780[be ON(be 7960163 1841b3 4010.3 560los WA 760103 74810.3 860 lbs 18921as Winn 1165 lbs 11201b3 CAPACITY WHICH MAY BE USED TO QUALIFY
0 Anehm 0 3'MIn.O.C.I(2)216 Angle Clips I(Fig,fit 11701M 11701ba 1020103 n1l)Ina 244 W 610 Ns 41,Ids WA 71401bs 1172 20 rm 2636103 1022[be 132/lbs 1680 toe ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchom®0,4V Min.QA U Op.Inla.125-Alum.(Fig.7t WA WA WA WA WA WA WA WA WA W@s 13A WA WA WA WA 1430 Ns ANCHOR CAPACITY TABLE, PRODUCTRBV)9IID
2 Anohom 02.28'Min.O.Cj F-CITI,(Fig.Or.1 350103 1 350103 1 290 Me 705 We 1701hs WA 28010.3 WA 316 ka WA 440Ina 1 3 442 Me 560lbs ai complying
ft the Florida
4 Anchm 01.15•We.O.CI Fap n.9' 480Its 700 Me WA WA WA WA 380lbs WA WA WA WA WA 682 lbs 885 Me 11201bs � Buil4woode /f�A
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --j1.000' 1-- to vJ+
TABLE NOTES: � �7iam ePrdductCon(rel
FIGURE 1: FIGURE 2; FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9; 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE 11(11 I I I I/II
• • • • • • • • • • • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ij
pN........... �.
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ec1��•''�ICENSF F� ��
i
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' _ No.58705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _
FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS, �1
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �0.•'•• S 7A E F•� r <C/��
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126' �i T 'S F. RIOP,
SOUTHERN PINE WITH AN SO OF 0.65,ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.126'THICK,STEEL �(�s •....
• • STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK
ANGLE CLIP(FIGURES 6&8)MUST BE USED IN PAIRS, AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1'X4 X.126' A.LY N MILti�R P.E.
#12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 410 B.S. MULLION FL P.E.#68705
TABLE 7A ® �
Mullion Capacity Table Ibelh'
Opening Width(forver8cellyspenVngmlAOam)orOpeningHeight(for Wort nteiy-9perWngmu9ons) 1,
601n so In 701n I In 901n 1 In 1201n 140 In ISO In p
1%4x.376 ReelanwAar neWdang. RadwWAer TR Tdang. Reolanpilar TraplMang. Reatangtdar Tre"ang. RadenpAer TnpRAeiq. Reatanpular nap/TAeng. Recl,ngule naplTNn9. Rectans'd 4aplinOng. Rectenguler hapTdonp. o
Loadng Loafing Laadng Loading Loading Loading Inadng Lowing Leading Loading Lowing Lading Lowing Leadng +nedng Loadng Loading Lowing F0.S is
Alum.Tube tLii 1-
T"
Mullion
o
421n 170.0 Me 170.0 435 170,0 744 17D.0 478 170.0 086 170.0 NO 170.0 692 170.0 519 170.0 1116 170.0 621 170.0 1210 170.0 021 170.0 1466 170.0 521 170.0 1736 170.0 521 170.0 1983 170.0 521
481n 170.0 708 170.0 624 170.0 NO 170.0 584 170.0 082 170,0 BM 1170.0 1133170.0 601 170.0 1276 170.0 677 170.0 1417 170.0 050 170.0 1700 170.8 680 170.0 1983 170.0 680 151.0 2024 170.0 660
50.6215 In 170.0 747 170.0 66.7 170.0 898 170.0 631 170.0 1048 170.0 804 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 760 1170.0 1703 170.0 758 I IWO 1919 170.01 768 138.5 1919 170.0 MA g -3
541n 170.0 797 170.0 512 170.0 058 170-01 691 170.0 1116 170.0 704 +70,0 1275 170.0 603 170.0 1434 170.0 937 170,0 1594 170.0 656 150.0 1799 170.0 661 137.1 1799 170.0 861 t20.0 1799 170,0 801 m M 0
60 to 170.0 885 170.0 701 170.0 10&7 170.0 797 170.0 1240 170,0 570 170.0 1417 170,0 944 170.0 1694 170.0 990 155.5 ION 170,0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1003 40 J
631n 170,0 WO 170.0 745 170.0 1110 170,0 650 170.0 1302 170.0 040 170.0 1188 170,0 1015 1158.7 1612 170.0 1076 141,0 1542 170.0 1122 117.6 1542 16&5 1168 100.7 1612 107.9 1157 06.1 1542 157.9 1167 S`
60 In 170,0 074 170.0 769 170.0 1169 170.0 903 170.0 13MU 170.0 1002 160.8 1472 170.0 1060 142.0 1472 168,8 1118 128.6 1472 158.6 1130 107.1 1472 141.8 1108 91.6 1472 140.0 1104 80.3 1472 116.0 1104 Z
72 In 1740 1003 170.0 BTB 170,0 1276 170.0 1009 760.6 1320 IBQ2 1701 132,0 U10 149.9 1052 117.7 1320 137.8 1098 105,8 1320 126.6 1019 66.0 4310 117.0 1024 76.1 1320 7128 1013 66.0 1320 112.6 1012 = a
76 In 170.0 1122 170.0 037 149,9 1164 159.4 1013 1262 1164[49.6
091 1122 1154 126.7 978 99.7 104 116,3 904 80.6 1104 107.5 952 74.6 1181 97,0 936 54,1 104 93.1 827 6&1 1184 92.3 025 J W Z
$ 78 in 185.1 1128 170.0 901 139.4 1124 147.0 856 116.6 1124 947 103.0 1124 176.6 031 82.3 1124 106.6 918 030 1124 911.6 905 69.2 1724 09.0 Bee 59.3 1124 64.3 681 51.9 1124 832 676 „"Ij �••
go In 108.1 614 717.6 760 90.1 644 94.3 730 77.2 814 724 67.6 044 73.3 712 60.1 614 68,6 702 84.0 814 61.4 627 45.0 614 042 670 36.9 614 60,0 688 33.0 60 47.1 802 g
r
981n 69.1 742 01.5 683 74.2 742 77.2 652 63.8 742 641 533 742 59.8 531 49.5 742 64.4 622 44.5 742 49.8 614 37.7 742 43.6 600 31.0 742 39.6 590 27.8 742 37.5 584
10614 62A 668 83.9 NO 02.1 868 53.5 521 K7 686 613 30.1 560 41.4 505 34.8 580 37.3 490 31.3 538 34.2 492 20.1 60 29.6 451 22.3 656 2e.8 472 10.5 686 24.7 468111 N 876 535 56.6 003 46.0 1156 49.5 405 47.2 555 467 35.0 606 30,0 480 32.0 856 342 471 28.9 655 31.3 167 24.0 655 27,1 467 20,5 666 2/.J 440 10.0 655 22.4 442 x
1201n 468 116 16.4 172 72.0 476 39.0 128 326 170 420 20.6 476 29,6 114 26,3 475 26.8 400 220 176 21.6 461 70.0 478 21.1 396 15.3 176 16.7 307 11.3 4Tb 772 381 V X Q
14{61 288 330 20.7 306 22.0 372 22.4 501 1&9 330 1&3 287 158 330 17.0 293
� N
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: 90 go
Anchor Capacity Table b9 ANCHOR CAP. ,,, ^d
803trate: 23k 0wrelo 3.5k Cono. HWowCMU Fllled CMU P7 Wood McUI (DP..)X =ANCHOR CAP.,,,
6111'Ebo 114'88 Ebo 5116•Elco 114.66 Eko 9106te41 91291eal 9126teel MULLION
Anchor Clip Patterns Mehorrype JI10 EkoUl6acon tq'EkoUvaean Ulvacm yt6 Ekoulveoon 7M EboUlueoan Aggmealor Ullmeon ApgnGelor sem(o6)ecmw(O5) Gomw(es) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Olelence Onk 1' 2-1W 1' 2•VY 3-118• 1' 2•Ur t• 2417 2' 3.118• 2• 0.40• 0.64' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedmen+Mk 1.314• 1,114• 1-314' "4' r 1-114• 1.114• 1.114' 1.114• 1-114• 1.114• 2• I-XV 1378• 7eAea ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhom@4,75MIn0.0./siandarder 05sel Cep(Fi9.02k 390103 390113 450@3 690113 1014@3 2701bf 280lba 354163 74D 1; 374[be
88/1ba 048[be 341165 442@3 ti601W OPENING,WHEN IT IS LOWER THAN THE MULLION
4Anchma @ 2251 Mtn.O.C.I StatAmd(or05eel)Clip(Fig.3k 709 lbs 700(bo 560 @3 141015, 952 @s WA 660 lbs WA 630 The WA 680 lbs WA 682 @s We rw 1120 @3 CAPACITY(FROM THE TABLE)OF THE SELECTED
O Anahm@ 1.15 Min.O.C.161aMmd(a rwt)Up(Fig•4k 060 lbs 140D lbs WA WA WA WA 780lbs NIA NIA WA WA NIA 1353@a 1770@5 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchors®7 898 O.C./(2)We Angle Ups I(Fig,6k 760 Ms 760 lbs sw lbs 15W lbs 1896 @s 540 my 560153 WA 760 It's 748 lb, 8801bs 1692lbs 68216s 885lb3 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY
BAnolgro®3•MDL O.0./C!)215 Angle Cops/(Fig.Dk 7170105 1170163 1020165 234DIbs 2544 @a 0109w 840163 WA 1140113 1122155 1320155 2838lba 7022lba 1327153 1680155 ADDITIONAL ANCHOR OPTIONS FROM THE
4 Arohom@OAV Min.O.C.I UCIIp,In@.125 AMm.(Fig.7): WA WA WA NIA WA WA WA WA WA WA WA WA WA WA 1430103 ANCHOR CAPACITY TABLE. RODUCrRBVMM
2 Anahom@2.25 MIn.0.0l F-alp(Fig.ek 350155 350163 290@s 706163 476 lbs WA 280113 WA 316@sWA 14016, WA 341163 442105 5801oap>' Bw)th WoPkliE•
4 AMh,l3 1.16'Min.O.Cl F-dIp(Fig.91: 480113 70015, WA WA WA WA 380lbs WA WA WA WA WA 682103 885165 1720163 ugdla8 CbdO
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --1 1.082' r -j 1.000' 1•- •�
_ TABLE NOTES: Ai�eae Product Conu01
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4. FIGURE 8: FIGURE 8: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
• • • • • • • • • • • • ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `� ��.•" ""Q9��! ���
�•���.• �1GENSF '•.F.p �:
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000• aL7
4.000' r No.50705
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -
A36.ALL ANCHORS L
FIGURE 5: FIGURE 6: FIGURE 7:
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND :�) ( �TV]
• • • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.5 ASTM INU WOOD SHALL BE :Q;, , 187
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE i��''•.FLORIOP`,•''G,\\'�,�\
6063-T6 AND BE A MINIMUM OF.126'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' 6' .376' ��s ..........
ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. INTO METAL SHALL18 GAUGE).EXTEND AT LEAST 3 SCREW THREADS STEEL TO BEAT IBEYOND T25'THICK HE MATERIAL..#10p 1•X 4'X.375' 1•X 4•X.376' T I s�NA�N MtLLr'"
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LR,P.E.
FL P.E.#68706
TABLE 8A
MulllonCapacity Table Ibs/It2
Opening Width(for veifically-spanning mLiflons)orOponlng HeIqht(rorhod�cn1o*spardng mullions)
601n 60 in 701n 80In a0in 10 In 120 In 1401n ISO in
Reolan9ulm TtapRdang. Rectm Wer TnplTNarp. ftecteripder TraN7deW Rectergldm Trap/Msng• Reotanp4er TrapR4e�. Ro4tenpular Tm{JI8on8• Reetengu er Tropfinen0• Reaten8utar Tcaplitldng. RsNenB"Isr Troplltlang. a
1.25"x Loading Loading Loading Loading Loading Loading load" leading Loading Loading Lowing leedirg Loading Leading loading Loading Loading Laadire P*
3,186"x yy� 66
.268"Alum kg 55p r66 qg X67 sg g�} 16 yp yg` B�• Sg ` r5� �5g yg$��• qg y4 q5 > g yya N d
Tube Mull € a $ 3 € a@S a d d8 � 2 S S diC s 3 3 B Z
421. 170.0 620 170.0 435 170.0 744 170,0 470 170.0 BBB 170.0 606 170.0 092 170.0 510 170,0 1116 170.0 621 170.0 1240 170.0 521 170,0 1488 170,0 521 170.0 1736 170.0 621 161.6 1769 170.0 521 W
461n 170.0 708 170.0 524 170.0, 050 170.0 564 170.0 992 170.0 030 170.0 1133 170.0 881 170.0 1276 170.0 677 170.0 1417 170.0 080 154.8 1648 170.0 650 1327 1546 170.0 680 118.1 1618 170.0 680 LU
50.825 In 170.0 747 170.0 683 170.0 898 170,0 831 170.0 1018 170.6 BBd 170.0 1185 170.0 723 170.0 1315 170.0 747 187.0 14% 170.0 758 139.2 1468 170.0 760 119.3 14118 170.0 766 101.6 1488 170.0 7511 w 0
641n 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 183.1 1376 170.0 837 148.8 1376 170.0 880 172.3 1378 170.0 801 104.8 1378 170.0 Ni 81.7 1378 170.0 561 m M O�
Win 170.0 685 170.0 701 170.0 1003 170.0 797 156.9 1188 170.0 078 130.0 1158 167.4 830 123.6 1158 158.5 919 111.2 1158 150.0 912 927 1168 141,8 905 70A 1158 144.0 905 69,5 1156 144.6 905 � W O J
631n 170.0 930 170.0 745 160.1 Met 17D.0 850 137.2 1051 155.6 882 t20d 1051 142.0 843 100.7 1051 132.3 037 00.1 1051 125.7 630 00.1 1051 119,6 072 00.8 1051 119.1 821 60.0 1051 119.1 821 N
earn 181.1 9!1 170.0 789 139.3 057 151.8 805 119.4 067 134.0 790 104.4 657 121.0 777 926 057 112.0 767 83.6 957 108.6 759 69.0 957 100.0 760 69.7 057 BSA 748 52.2 057 00.9 748 Z J �'
721n 120.7 604 136.2 898 107.3 601 118.2 864 91.0 604 101.3 071 604 004 914 660 71.6 804 84.1' 880 64.1 ed 78.0 813 63.0 801 72,3 833 48,0 804 60.0 879 40,2 804 894 828 ? g
76M 108.4 772 111.1 OJO 91.2 727 07R 618 78.2 722 85.3 600 66.1 722 70,7 608 80.8 722 70.3 688 61.7 722 a5.6 680 45.0 772 60.6 670 39.1 727 68.7 665 31.2 722 68.2 661
78 In 101.2 086 108.0 800 844 885 69.3 688 72.3 886 70.6 677 63.3 686 70,6 668 66.2 605 84.6 880 60.0 866 So.I 653 42.2 068 01.3 613 38.7 086 61.4 637 31.0 083 60.7 Sal{
00In e8.9 515 85.0 457 64.9 SO 57.6L44947.1 615 60.1 441 41.2 515 N,7 434 38.6 515 40.6 428 33,0 515 37,4 422 27.6 515 33.1 413 23.5 615 30.5 407 20.0 5111 29.1 404 Z08In 64.3 453 65.8 404 45.3 463 47.1 453 41.0 391 33.0 463 30A 385 30.2 453 33.0 379 27.2 457 30.4 374 22.0 453 29.6 366 19A 453 21,3 380 17.0 I6J 229 356 coC,u0100m 38.1 338 30.0 323 31.8 338 32.8 356 28.4 313 23.8 356 282 306 21.2 368 22.7 304 19.1 358 20.8 300 18.9 358 10.0 203 N r' a-
LU MIII In 35.1 We 35.8 308 29.3 338 30.1 338 26.1 297 22.0 330 23.2 203 19.5 335 20.9 269 17.0 338 t0.t 285 It X 1201n 27,8 290 28.3 264 23,2 290 23.8 290 20.0 250 17.4 280 10.2 283 15.4 280 18.4 240 (~.) ry Q
141In 10.1 201 16.3 We Q
TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorCe 9c1 Table(lbs) ANCHOR CAP.,,e,,,,,
2.7x Carclde 9.6k Cane. Rogow a,lU Filled C61U PT wood Mdle (DP,)X( =ANCHOR CAP.,,,d16r Ele. 114'39 Ek0 8118'EICO t/4'69 MU N10SiPT M1291ce1 812 ier MULLIONCAP..,,,,AnchorClipPattem91.8u,Wt,ml;
316-Etc0U11mon 1l4•EkouBrecon 01Vecon v1eEltounram 11•EkoUgrecon Agg;�.0, u0r4cOn AggreOdd Screw(GS)scrlw(05) scr0as(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
1• 2.17 1• 2-117 3-118' 1' 2AW 1• z-12 7 3-118' 7 0.43• 0.54• 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN
13'4' 13'4• 1314- 13.4• 2- 1-w• 1-114• 1.114' 1-U4• 1.114• 1414• 7 I-Sw t3'e• vales ACTUAL PRESSURE REQUIREMENT FOR THE
2Ar1eIp19 40,4 e,min O.C./Blergenl a 0Qte1 CII gtp.17 300 ros W
o Boo m 1644 m 2/0 w$ 280 IDS 351105 74010$ 37416$ 664 Its 0161135 341 Ms 442 m 660 m OPENING,WHEN IT IS LOWER THAN THE MULLION
4AncM4sQ1.15'Min O.O I S1adard(d CrMef Clip(Fla 2) 400m IVA NIA IIIA 380 So WA IVA 112.6 IIIA tUA 2w$ 885m 1120m CAPACITY(FROM THE TABLE)OF THE SELECTED
4AmhDrs @ X M9l.O.C.1(2)206 Ar&C0p3l(Fl2 31 780 IDS s 156018$ 1B901bs Slow$ 660 m NIA 760105 746 ibs We me 1882 m 68210$ 885 m 1120103 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Afchoa0 0"Min.0.0./UCBp,Into.128-Alum.(Fla � IIIA WA IIIA IIIA IVA NIA IVA IIIA IIIA IIIA N/A IIIA 1430 m CAPACITY WHICH MAY BE USED TO QUALIFY
1 Archorl FC00 9B7 195 IDS os 445m 822m 135m 140m 177 IDS 3701te 181103 332m 479m 170 ro9 2z1m 2601tel ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ancien 1.19'MIn O.C2 FCO a 240 rob 1VA 112.6 NIA 100m 122.6 IVA IIIA IVA IIIA 941w$ 442m 660 to ANCHOR CAPACITY TABLE. PRODULTRBVISED,
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, o0r�tylnlsvhb IbDPlod0la
FIGURE I: FIGURE 2: F-1.250• 1 �
TABLE NOTES: c
• • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION demi product Control
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, LYNN
FIGURE 3: 3.188' ;� 'C�0'.."""•M�(( �i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ` �> •''�10ENSF''•,Fp
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSANGLE
=�Q,r'
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 266, _ No.58705 '}�
IN 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 SHALT.
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,66,ALUMINUM SHALL BE Z
6063.75 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ;O�
• .046-THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A38.ALL 1.25'X 3.1 BW X.265•MULLION (�s •.,�ORID G\\��
m I-e-1 T ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4'VF MULLION) ��i S(O /�L J``.
#10&912 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A,(%N, ((.LER,P.E.
FL P,E.k 58705
TABLE 9A ® � +
Mullion Cepachy Table(lbsift2) e g g
Oponing Width((orvorgcaIII sp9Nlllg m00on3)or Oponin9 Hdpht(forhod2ontagy-eparkdnp mdioro) te'-�.,
60N 80N 70 In 0014 BON 10014 17014 140 In 1601n .9A OLL
1.26K326 RuIP11uNr TrapfNng ReoUlgNer TnpTdenp. RecUnquUr TnpRdenp. ReolenpWr Tnp'idena Reclenpal3r TnpRAenp. Reelenpular iNp/Manp. Ractenpuler TrapRNnp. Ralergular TrapRdeng ReeUnpuler Tsey7danp, Q aCi
X.100 Losdlnp Lcadnp Ladng 1.030Nq Loading Loednq Loadnq Laodkv Loedro Ladq +fig Loadingga Lo4dnp Loadnq Loadnp LoodNq Leading Loading Loafing b'x
um
aMullilon 0 gg qqq 6 q44 6 'tlp�' pp �$' p�- �' tl Oa g �' p�' y�' y F p *O m ttt�333
Z Oi�L
4214 170.0 620 1170.0 435 110.0 744 170.0 478 170.0 866 170.01 BOB 170,0 802 170.0 519 170.0 1118 170.0 621 163.3 ilia 170.0 621 127.7 life 170.0 621 109.6 1116 1170.0 621 05.8 1118 170.0 621 O
48 N 170.0 709 1 170.0 524 170.0 860 170.0 584 161.6 978 170.0 830 146.7 978 1 170.0 681 130.4 978 170.0 617 117.2 978 170,0 000 97,8 976 170.0 680 83.8 978 L170.0 680 73.3 516 110.0 880LU
60,675 rAI
747 110.0 563 170.0 898 170.0 631 150.7 927 170.0 684 131.8 021 165.8 708 117.2 927 159.1 600 105.5 027 150.3 006 87,0 927 158,3 895 76.4 927 150.3 695 65.9 921 1663 695
6/N 757 170.0 612 161,8 868 170.0 851 192.6 869 167.8 863 115,0 869 111.6 608 109.0 869 191.0 660 87.7 BB8 128.8 651 77.3 858 1288 897 66.2 868 176,8 662 67.0 689 120,8 857 m Q
60 N 740 1533.8 891 110.4 748 1323 620 102.3 746 111.6 AN 89.0 749 1079 599 79.0 748 101.0 697 71.9 748 00.8 587 59.7 748 93.3 583 51.2 746 93.3 581 44.8 749 89.3 683 (� 0008777
03N 077 132.0 579 103,1 677 03.2 AN 88A 677 100A 655 773 877 01.4 848 68.7 677 65.2 530 61.9 011 61.0 534 51.6 677 77.0 629 442 077 70.7 520 287 877 78.1 529 � LU � �
AS in BIT 111,1 AN 00.7 617 07.6 818 Tel 017 68.3 We 07.3 817 76.3 600 69.6 011 72.0 494 63.0 611 66.7 400 44.8 617 64.4 403 38A 617 63.7 482 33.6 617 03.7 462 a 7
7201 516 61.1 450 60.1 51e 74,7 440 592 816 05.2 432 51.0 518 68.9 425 46.1 818 U. 411 41A 511 50.7 414 34.5 516 480 406 289 516 45.0 405 25.6 618 45.0 406 Z U)
IB N 185 73.1 108 867 163 82.0 958 60.3 487 549 980 44,1 405 49.4 384 39.2 465 443 378 352 155 42.2 774 29.4 IBS 383 387 252 466 36.5 384 22.0 485 JB2 383 -1
lain 441 68,0 357 54.3 441 67.7 370 46.6 441 50.6 372 40.8 441 45.4 368 382 441 41.6 960 326 441 387 956 27.2 441 34.9 349 23.3 111 31.1 341 70.4 441 37,7 345 = Z
ADM 332 43.8 285 35.4 312 37.0 289 30.3 332 12.3 284 285 312 28,8 280 23.8 332 26.1 IN 21.2 332 24.1 272 11.7 312 21.3 261 152 332 186 262 13.3 312 167 260 a 0 a
fit in 101 350 700 28.1 281 30.3 266 26.0 291 78,4 252 21.8 781 235 246 iB./ 701 21.9 711 17.6 7BI 18.6 241 11.8 791 17.1 238 126 781 18,6 232 z O N
108 In 230 76.1 P00 20.5 230 21.1 205 17.5 238 163 201 16,1 730 11.2 195 )- X O
111 N 21a 23.1 197 189 218 IBA 151 10.2 210 18.8 191 14.1 218 14.9 181 N 181 18.2 170 11.0 107 15,7 157
X y
TABLE 913 ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnehorCa acityTable([be ANCHOR CAP.„,,
11
Bubslmis: 2,7kCorlomle 3.6k Cow. o0oWC81U Filled CMU PTWood Motel (DP)X( )=ANCHORCAP.-
916'Elco H3701bs
14.88 Elco 916'Elco 1/4.88 Elco 610 Steel 012 Steel 012 Sled MULLION CAP.,,,,,,,,,
AnchorCllpPatterlle Archorrype: 3119'ElcoUteacon 114 YawOecon Ueraoon 3118 EIcoUOreoon 114 EkoAggeOeto Ultrmon AggeOalor Bcm,�r(05)Screw(W) Screw(05) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edge Distance fn): 1• 2.112• 1• 244 3.16• 1• 2-f@• 1' 2• 3.18' r 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment M: 1.314' 1.311' 13'4' ia/4• r 1.114' 1.114' 1.114• 1-i/P 1.114• 2• fate• 1318• wde3 ACTUAL PRESSURE REQUIREMENT FOR THE
2 AMM 404.75•Mtn.O.C.I Standmd or O5te1 Cog(Fg.fY WO Iba 390103 4501bs 8901.88 1614 ea 2701bs 2601b3 9541bs 3741bs 6041bs 94511)3 3411bs 4421b3 5601.87 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®I.15•MN.O.0.I61endud(orOlben qrp(Fg.2): 490 lbs 7001.83 WA WA NIA WA 300[be WA WA WA WA 682 lbs We Me 1120 M CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anc?Ws O3"MN.O.C.1(2)216Anale alp31(Fl0.37• 780 ft 780 N3 680 We 1560 lbs 18061be 6401.88 660[be WA 74S Ibs BOO Ibs 1892lb1 6821bs 8851b5 1120Ibs MULLION.IT WILL YIELD AMINIMUM ANCHOR
3 AMMO®0.64•MIn.0.0.I U.Clix In1o.100•Alum.(Fig.4): WA WA WA WA NIA WA WA WA WA WA WA WA WA 9301bs CAPACITY WHICH MAY BE USED TO QUALIFY
1 AmIal F-ap[Fig.5): 195 psi 195lbs 225103 4451bs 822[be 135 lbs I40 lbs ITT Ibe 107 lbs 332 lba 473lbs 170 Ns 2211.87 x601.80. ADDITIONAL ANCHOR OPTIONS FROM THE
2AMMMIM1.15'MIn.O.CJ r-1:8p(FIg.BL 240@s 3501bs WA WA NIA WA 100 lbs WA WA WA WA 3411bs 4421W b00 Ns ANCHOR CAPACITY TABLE. n1OD1UCrRI1V1SBD
und�h*kith tW rindde
ooeplanceA7o - .01
FIGURE 1: FIGURE 2: TABLE NOTES: -1'260" OP
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FOR INFORMATION Aleral ado Pfeduct 0,1111701
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
1411111)
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� y LYNN
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.260• `.��,.• v LCENSF'•,FQ ��
CLIP
IBE USED T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Y ., r
SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL 100" - 0 '•(� fY
FIGURE 4: FIGURE 6: FIGURE 6: •'
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE
6083-T6 AND BE A MINIMUM OF,100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND %O�', S'ATE P \�
045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126"THICK AND A36.ALL %�s F�.R...•
• Ll ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 1.26'X 3.26'X.100' i`, /
#10 0.g#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNN MILL1t�,P.E.
FL P.E.#58705
TABLE 10A
Mullion Capacity TablepbalRa)
Opening VWd81(forveRlce7y-spor6inBmullore)orOpening Halpht(IbrhodzadeAy'apandn0 nuNans)
SON 00 in TON BO in 90 Mn 10070 12034 14034 160108{ 0
1.2E It3.26 Raclmpuhi TnpRriang. RoclmWla, Traplr&ng. Rut. Trap7dang. Rcctonpin Tropn-dang. Radanwar Tnp/fdang. R11112.lar Trayfdarg. .0,or TmpTdang. Rac6npubr Tup7danp. Reclangalor TnpTNang. d
Lading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading LoMine Loading Loading Loading Loading Leading Loading
p 4
x.eaa Y
Alum Tub
Mullion �. a & ae k� F�. �� &�. �� � �• � $�. &�. �• � sffi. s� ��, •� $@ a
•
GO 0 0 g" e
� m
4210 170.01 620 1170.0 476 170.01 741 1 110.01 470 170.0 668 170.0 606 170.0 992 176.0 619 110.0 11th 110.0 621 170.0 1240 170.01 621 110.0 1 1488 170.0 1 62t 110.0 1735 170.0 621 170.0 1803 170.0 621 0
/81n 170.0 709 170.0 624 170.0 850 170.0 5114 170.0 992 170.0 630 170.0 1133 170.0 661 110.0 1216 110.0 671 170.0 1017 110.0 68o 170.0 1100 170.0 690 169.7 1979 110.0 690 148.6 1979 170.0 GOO LU
50.626 in 170.0 747 1170.0 563 170.0 096 170.0 631 170.0 1016 t70.0 601 170.0 1195 170.0 723 170.0 1345 170.01 747 170.0 1494 170.01 766 170.0 1793 170.01 756 152.5 1077 170.0 766 133.6 1077 170.0756 U)
641n 170.0 197 1 170.0 611 1170.0 966 170.0 1 691 110.0 1116 170.0 1 764 170.0 1215 170.0 803 110.0 1434 110.0 1 837 170.0 IM 170.0' 056 166A 1769 170.0 861 134.1 1759 170.0 601 117.7 1769 170.0 801 m C
601n 170.0 015 170.0 701 1170.0 1063 170.0 1 797 110.0 1240 170.0 810 110.0 107 170.0 94 161.1 1511 170.0 998 146.0 1611 170A 1077 120.8 1611 170.0 1053 103.6 1611 170.0 1063 90.6 1611 170.0 1067 (n J
631n 170.0 930 170.0 745 170.0 1116 110.0 060 170.0 1312 170.0 940 156.6 1370 170.0 1016 139.2 1370 110.0 1076 126.3 1370 1C4.0 1081 161.1 1370 165.9 1072 09.6 1370 166.3 1070 78.3 1370 166.3 1070
digin 170.0 974 170.0 769 170.0 1169 170.0 907 155.6 1218 170.0 1002 1361 1246 159.6 1013 121.1 1248 111,1 1000 100.9 1248 139.0 9B9 90.9 1249 130.4 978 11.8 INS 129.0 976 68.1 1248 129.0 975
7210 167.8 1040 170.0 979 139.9 1049 160.2 692 119.9 ISO 1321 076 101.9 1049 119.1 960 93.2 1049 109.7 040 53.9 1019 102.7 838 69.9 1049 94.7 025 59.9 1049 91.2 820 62A 1049 91A 020 Z
C 7610 1421 941 149.1 822 118.9 941 126.8 005 101.9 911 111.2 791 89.2 961 100.0 711 19.3 941 91.7 Tog 71.4 941 85.6 767 69.6 901 71.6 TN 61.0 911 71.0 131 11.0 941 73.7 736 + Z
iit in 131.0 894 131.6 783 110.0 694 116.9 767 91.3 091 102A 763 82.6 091 91.9 700 73.3 891 64.1 130 66.0 894 70.3 721 65.0 594 10.1 707 47.1 891 67.0 701 11.3 894 66.1 698
901n 86.9 671 09.1 696 71.6 671 74.9 695 61A 971 06.3 675 63.7 671 69.2 666 47.7 671 62.9 668 43.0 611 /11.6 661 35.1 611 43.1 639 30.7 611 39.7 671 26.9 671 37.9 628 Q 0
961n 70.8 690 72.8 527 69.0 690 61.4 611 60.6 690 61A 609 44.3 690 47.5 502 79.3 590 43.0 491 35.1 090 59.8 188 19.6 6!0 31.7 171 26] 690 31.6 469 22.1 690 29.8 464 X C
1011n 49.1 466 60.8 421 41A 466 42.8 414 35A 466 37.1 408 31.1 468 32.9 402 27.6 066 29.7 796 24.9 466 27.1 391 20.7 466 23.6 381 17.8 466 21.1 375 16.6 466 18.6 370 (A
1111n 45.6 411 46.1 400 38.2 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 26A 441 21.2 376 22.9 441 24.0 372 19.1 411 21.6 367 16.1 341 19.7 356 11.7 341 17.6 351 Jf
12010 36.7 710 36.9 341 302 370 31.0 339 26.9 378 20.0 374 21,1 376 23.7 329 20.1 378 21.3 325 19.1 778 19.5 371 15.1 776 167 711 x Y
1441. 21.0 262 21.2 211 17.5 282 17.8 239 15.0 262 16.7 278 s U, 6Q
O O
_� .O O
TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: €D'��
AnchorCapacltyTable(ibl) ANCHOR CAP.,_,_ � � in:
SUbstrale Vic Concrete UK Calc, Holm cMu FIWC14U PT Wood Metal (DP,)X( )aANCHORCAP...
Anchor type 9'16'Elco U6raon tl4'Eko Uttracon U Mcoo 3016117 co UOram VV Eko UBracon 111•SBEko y161Eko 114'SSElco 01081od #12Sl0el 012 Steel MULLION CAP
Anchor
AnehorCllp Patients unrecon AgWalor Unracon AlSimastor Scmw(06)Screw(OS) SCMW(OS) USE THIS FORMULATO OBTAIN THEANCHOR
E Clstme n V 2-112 1' 2.112 9-114^ 1• 2-112 1• 2-1Ir 2• 3-Iff 2' 0.45• 064' 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN
Emaedneni 1574' 1.3441 tau• talo' r 1.1111 1.1/4' 1-114' t-114• 1.1141 1.114' 2' 1-Bre• 1461 vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Mann g04.76•MIn O.C./S8110803 a OMel Cop(Fig.11 300109 39010 /80105 ego les 184d IDs 27009 27AM SW M3 7401W 314 lbs 684 pn 946 Me 3111bI 442100 MOMS OPENING,WHEN IT IS LOWER THAN THE MULLION
4Archas®1.1YMN O.Q1SIOn03rd(a015CgC0 0D2i 480 ers 700144 NIA IPA NIA 1101 380109 IIIA IBA IIIA IUA IUA O21Ds BBSiIg 112060 CAPACITY(FROM THE TABLE)OF THE SELECTED
4AnchmQ 'Mln,0.0.1(2)2c6AIgleCO I(Flp.3k 70010' 78014s &80 lbs 16M Lbs ieg6lbs 640lbs 660 IbS NIA 760109 740 MM SBO ID! 18921DS 682 bs BBS Iro 112028 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Ancton®Odin'MIA.O.C.I UCOp,Nto,1061A1um.(F1p.13 IIIA WA IIIA NIA IIIA IIIA IUA WA WA IIIA IOA IVA tUA IUA 950 We CAPACITY WHICH MAY BE USED TO QUALIFY
1 AM11o7I FCO 90Y 195MI 195 Rs 2251Ds 44SIDS 822106 135b9 140110 177M 3101De 187109 332 b6 45Re t701W 221 Re 280158 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Archon 0 IAV M14 O.CJ FOG 24D Ib! Sw Re WA WA NIA IIIA 19D Iho NIA WA IIIA IVA IOA Bit ID! 44210 660-5 ANCHOR CAPACITY TABLE. PRODUCT REVISED
�lyinp''whb IhaPlodde
mcpimiw No Q
FIGURE 1: FIGURE 2: TABLE NOTES: t2111 ac
1
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I Sade ProduC4 Cmuro
0 ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
\III III)I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE `\�� ONY LYNN Yee,
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. ,•' \,\cENSF' �fs
ANGLE
USCLIP ED SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSBE �.;• 7161
SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FiLLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 1390.WOOD SHALL
FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE4" •'
• STATE or
6083-T5 AND BEA MINIMUM OF,1001 THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND
045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.1251 THICK AND A38.ALL .........
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 126•X 3.26'X.624• �''";S1ONAL E
• 010 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.'YNW IMILLk�,P.E.
FL P.E,#58705
TABLE 11A
Mullion Capacity Table gbef e)
Opening Wdth(fbrve ticall"pennIng miglons)orOpenlnO Height(fbrhorkonfe panning mUlions)
601n 601n 70 in so In so in loom 12 In 140 In 160 in
lg *
196x084 Reclanguler T�A a- Rod ngdar Trap/rdang Reclangr4w Tup4dang. R.M. Iai Trop7dene. Radanguiar TrapRdang. Roclerguler T.p9'dang• Rede.gular TAIPF1711 Ractengulu Tropndang. Reclangalar Tmpnliang. O
Lolling Loading Lowing Landing Loadi� Wfing L..cling"u Loomng Loading Leading LcUirq Loadhg Loading Loading Leading Loeaing Laadinp Loadirq SZr4
x.624
Mullion
o u u u u u u u u u u u u u o u as u u u O u a u as u u u as u 3 y CC
0
421n 110.0 620 170.0 435 110.0 744 170.0 478 170.0 afi9 170.0 606 170.0 992 170.0 619 170.0 1116 110.0 521 170.0 1240 1708 521 110.0 1488 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 621 W
491n 110.0 705 170.0 624 170.0 860 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1276 110.0 971 170.0 1417 170.0 650 170.0 1700 170.0 bag 170.0 1983 170.0 680 110,0 2267 170.0 680
60.825 N 170.0 747 170.0 567 170.0 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 Y/3 110.0 1345 170.0 147 170.0 1494 170.0, 766 170.0 17D3 110.0 756 170.0 2092 170.0 756 170.0 2391 Me 756
641n 110.0 797 170.0 612 110.0 9S6 170.0 691 110.0 1116 170.0 764 170.0 1276 170.0 803 110.0 1434 170.0 831 170.0 16% 1708 956 170.0 1913 170.0 861 170.0 2231 170.0 861 160.2 2403 170.0 091 m 0 �
Dan 170.0 005 170.0 701 170.0 1063 170.0 781 110.D 1240 170.0 070 170.0 1417 170.0 944 170.0 1594 110.0 996 170.0 1711 170.0, 1033 170.0 2125 110.0 1063 149.3 2153 170.0 1061 129.0 2163 170.0 1063 (Q M 0
U co
631n 170.0 930 170.0 745 INA 1116 170.0 550 170.0 1302 170.0 910 110.0 1485 170.0 1016 170.0 1673 170.0 1076 170.0 1169 170.0 1122 166.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 110A 1171 � W
681n 170.0 971 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 110.0 1088 170.0 1763 170.0 1165 170.0 1940 110.0. 1210 143.0 1966 170.0 1276 122.6 19fi8 170.0 1288 107.2 1968 110.0 1288 Z U) m '�
721n 170.0 1063 110.0 818 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 110.0 122a 154.1 1734 170.0 1316 138.7 1734 169.6 1386 115.5 1134 166.9 ISM 99.1 1734 150.4 1362 66.7 1734 150.2 1352 J
0
76 In 170.0 1122 ODA 937 170.0 1316 170.0 1080 169.6 1S56 170.0 1209 147.4 1655 165.2 1285 131.1 1558 161.6 1266 117.9 1658 HU. 1251 98.3 1568 128.3 1229 04.2 1556 122.3 Will 73.7 1556 121.2 1216
7534 170.0 t1fi1 170.0 961 110.0 138-1 170.0 1116 155.9 1477 169.3 1245 138.1 1477 162.0 1224 1219 1477 139.11 1206 109.1 1477 129.6 1191 110.9 1477 116.9 1169 77.9 1477 110.8 1168 68.2 1477 109.3 1164
g r r
901. (ALIS 1110 1463 986 110A 1110 123.9 965 101.6 1110 107.9 951 88.8 flip 96.3 936 70.9 1110 97.5 922 71.0 1110 80.1 910 697 1110 71.3 891 60.7 Ilia 55.6 878 44A 1110 62.7 570 ~ tNp Q N O
96 In 117.0 975 120.3 872 07.5 976 101.6 866 93.0 076 80.3 842 73.2 976 M.5 829 66.0 976 71.2 817 58.5 975 65A 001 490 076 61.4 789 41.8 976 62.3 776 36.6 976 49.3 767 X Z G
108In 82.2 771 04.0 698 60.5 771 70.1 605 69.7 771 81.3 674 SIA 771 64.3 664 46.7 771 49.0 655 41.1
-?I,]--449: 647 34.3 771 36.9 672 29.4 771 36.0 621 25.7 711 gA612 to
1111n 7fi.1 730 77.3 661 69.1 730 65.0 660 61.1 730 66.3 610 17.3 7J0 19.9 631 42.1 730 45.0 622 37.9 730 41.1 fit/ 31.6 730 35.6 Goo 27.0 730 31.9 589 23.7 730 12010 69.9 621 61.0 669 49.0 624 51.2 660 42.8 824 44.3 562 37.6 624 39.2 544 33.3 624 35.3 537 30.0 62J 32.2 531 26.0 624 21'.7 619 21.4 6U 26.6 609 10.7 624 � X
I♦7
1441n 34.7 433 J6.1 400 28.9 433 291 395 24.8 433 268 390 21.7 433 22.4 395 193 433 20.0 1 361 17.3 433 1 111 1 376 j () ty 1,10401 O O
a
TABLE 178 ANCHOR CAPACITY ADJUSTMENT FORMULA: D �� Ix
Anchor Capacity Table([be) � 3 �
ANCHOR CAP.,o,,,,,
substrate 2.7k ancrote sax Cont. Hollow CMU flues UM PTWaO 1,1891 (DP,)X( )=ANCHOR CAP.,,,
NIC Elco 111.98 Ek0 NIC Eko 14'88 Elto 3410 6116 01281ee1 q12 Steel
MULLION
AnchorCllpPattem■ AnchorTypa 8110EIeoun2ean v4'Fxou8-rdcon unracon &fCEleounl9tal tt4'Ekoul9acon ApeGaW Unracon AggicGetor Serew(05)serew(W) Screw(05) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edge asionce 6n) 10 2.112' t• 2.12' 3.1fer r 2-az f• 2-17 2• 3-118' 2 SAW 0.54' OXX CAPACITY REQUIRED'CORRESPONDING TO AN
FmbeCh ent n W4' 13'4• 1314• l-TC 2• 1114• 1.11• 1.14• 1-041 1414' 1-114• 2' taxa• ts11r vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors @ 4.75'MIR O.C.I Slehoan NOiael CCP 030.t) 390[be 390150 4541os 090 me I-lbs 270103 280 Me 3511x9 Mattel 3741M 664 Its 078Mbs 841 to$ 442158 660 too OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors 01.15•bun O.C.I SI3MIId(or Onset)(Up Mg,2) 480 lost 700 to IUA IUA NIA NIA 380 Me NIA WA IIIA IUA lVA 682ms OBS its 1120 ko CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anchom Q31M r.O.C.I M 2X6 Main COPS Mg.3) 7801bs 780 too 690103 15M Its MISS 640 ms 560ID9 NIA 7601os 748 m3 ODD IDs 1692109 662ms 666 me f1201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
dAnchors Q0.W'Min.O.C./U3➢p,Into.100,Alum.ft.d) NIA IVA IIIA IUA (IIA IIIA IUA HIA IVA IIIA tUA IUA IIIA IUA 1267108 CAPACITY WH ICH MAY BE USED TO QUALIFY
I Arthorl FCSp(Rg 6) restos 195154 22510.1 4451D4 622105 1135 ms 140 ms 177 ms 370lbs tel lbs 332Ia9 473409 Homs zzl loe 280 me ADDITIONAL ANCHOR OPTIONS FROM THE pRODUCTRBVISBD
2Mcrnn 1.15'MIM C FLO p. 280 m9 361_11 IUA fUA IIIA IIIA IgD Ile IUA IUA IVA WA IUA 311104 142108 560 m( ANCHOR CAPACITY TABLE. P complyingIvldt RMe Florida
BuIld1o8O0&
1.260' Aooepam"fton
PM
fly
��
FIGURE 1: FIGURE 2: TABLE NOTES: l�
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I ado pro u Control
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\LLL 11 I I I I IIIII
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��`2.O ••••1•...
FIGURE3: �'�,•'�LCENSF'•.,'P
At
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.04' Q
CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 71 No.58705
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 0 :�
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL •• 5 Awa IS ,•(Wj
FIGURE 4: FIGURE 6: FIGURE& BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �624" ,�•.,, R P
6063-T6 AND BEA MINIMUM OFA 00•THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND % ��•.,LOR10,,,'��j
• • 045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL �i IIS 0NA%_01 1'
( ) 1 / 11
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /1"I I 1 111011
• 410 S 412 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'MU B ION 624' A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 12A
Mullion Capacity Table balfe
Opening Width(forwrbcalty-spordrgmuillons)orOpeningHel®ht(forhorizontaly emiremUllOnS)
60in min TO In 00 in Do in tm In 120 in 14010 1601n
Rectangular Troplillano. ReDttn9dof TroprRlanD• Reetengdor Trop/Tdang, RocSnpsiar TroplTdeng, Rectenguter Tropl9farg, RcelongUer iroplideng. RDeteogufa Try111lang. Rectangular Trop7dang. RutenLUFar 7roplllltng. o
2X4X.26 Load" Lwdrrg Leading Loadno Lend" Lotdng LwdnD Lwft Loafing Loadno Lwdng Loading Loading Loadng Loadng Lowing Letdng Loafing s�q
Alum.Tube
Mullion
all . 1 111 1 I 1 11 1 1 1 1 '1 11 1 X11 Hz
421n 170.0 020 170.0 435 170.0 746 170,0 470 170.0 668 170.0 6116 170,0 092 170.0 510 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1486 170.0 621 170.0 1735 VDA 621 170.0 1893 170.0 521 O F-
4010 170.0 70a 170.0 57A 170.0 650 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 681 170,0 1275 170,0 677 170.0 1417 170.0 Bm 170.0 1700 170.0 600 170,0 1953 170.0 ago 170,0 2267 110.0 680 LLWl
60.025In 170.0 747 170.0 563 170.0 890 170.0 831 17MO 1048 170.0 684 170.0 1195 170.0 723 170.0 045 170.0 747 170.0 1494 1170.0 166 170.0 1793 170.0 7S8 110.0 2092 170.0 760 170.0 2391 170.0 766
6446 170.0 797 170.0 612 170.0 046 170.0 691 170.0 111$ 170.0 764 170.0 1276 170.0 BD3 170.0 1134 170.0 e37 170.0 1594 170.0 656 170.0 1613 170.0 981 170.0 7131 170,0 687 170.0 25M 170.0 681 LTJ p
601n 170.0 889 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1604 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2470 170.0 1083 180.8 2880 170.0 1053 f!7
831n 170.0 900 170.0 745 170.0 1118 170.0 050 170.0 1302 170,0 940 170.0 1486 170,0 1016 170.0 1873 170,0 1070 170.0 1859 170.0 1122 170.0 2231 170.0 1169 160.7 2553 170.0 1171 145.0 2'553 170.0 1171 j
fi
68 In 170.0 074 170.0 759 170.0 IND 170.0 90.1 170.0 1364 170.0 1002 170,0 1&% 170.0 1088 170.0 1763 170.0 1155 170.0 1946 170.0 1210 170.0 2338 170,0 1275 151.0 2437 170.0 1288 132,8 2437 170.0 1288 Z z �• �
7210 170.0 1057 170,0 878 170.0 1276 170.0 1009 170.0 1485 170.0 1126 170.0 1700 170.0 1228 170.0 1013 170.0 1315 170.0 2126 170.0 1397 146.0 2181 140.0M
8 121.6 2161 170.0 1620 108.2 2181 170.0 1830 2
781n 170.0 1122 170.0 037 170,0 1346 170.0 1050 170.0 1670 170.0 1209 170.0 1704 170,0 1372 185.1 1960 170.0 1421 146.8 1900 170.0 1503 123.8 1060 15 108.1 tM 164,0 1635 92.0 1980 152.7 1531 �
76 In 170.0C11511 991 170.0 1381 170.0 Ilia 170.0 1811 170.0 1250 170.0 1812 170,0 1369 152.7 1881 170.0 1474 137.4 last 163.1 1600 114.5 1861 73 962 1861 139,8 1450 05,0 1881 137.6 1454rA901n 170.0 1146 149.1 Ute 156.0 1219 127.a 1398 136.0 1108 111.8 1398 121.3 1178 98.4 1398 110.2 1182 59.5 1390 101.6 1147 74.5 1395 22 83.0 1398 82.7 1109 64.9 1398 76.0 1096 J061n 147,4 log8 122.0 1220 127.8 1079 105.3 1229 111.2 1061 02. 1228 00,9 1014 61.9 1729 69.5 1029 73.7 1229 62A 1015 81.4 1220 3 62.7 1229 05.0 077 48,1 1220 62.1 067 10814 103.5 a77 86.3 971 69.0 867 74.0 071 77,2 460 64.7 071 644 837 57.5 071 81.8 025 51.6 971 66.5 816 43.1 971 8 37.0 071 44.0 782 32A 971 40.6 771 117 N11110 05A 832 79.5 810 81.9 818 86,1 DID 70.0 808 5. I9 929 784 63.0 910 6s.7 764 47.7 010 61.6 771 39.1 919 8 34.1 019 40,2 742 29.6 91g 37.173276.0 . 71e 82.9 led 94.6 705 63.9 756 55.6 885 47.2 700 49.4 688 41.9 766 44A 077 37.7 786 40.6 680 31,8 768 3 27,0 768 31.0 BI1 210 7502aA Z43.7 540 462 604546 262 455 21.3 648 25.3 178 21.6 646 '22.0 471 10.2 648 4 1619 618 172 155 13.7 646 113.0 NB V N Q O O
TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z��s:0
AnchorCa acltyTableabs) ANCH60RCAP., ,,,," w
Substrate: 2.7kCorcmle 16kCont. MoOowQ�IU FMO CIAU PTWood metal (DPm)X( )eANCHORCAP... SS$
Bili Elco 1141 BeEko UD
f9ia'EkD U4'SSElco 010 ales 812Stw1 912Stee1 MULLIONCAP.,",,,1,,,
Anchor Type &16'ElcoUllmcw 114•EkoUaroe04 3116'Elco Ultmcn 1141 ElcoUOraton ApgreO
AnehorCllpPattem• Minton dor rocm Alpnxsela acmw(G8)scralv(O5) Screw(O5) USE THIS FORMULA TOOBTAIN THE•ANCHOR
Edge Chance( r 2-1121 1' 2.172' 3w8• 11 24121 1• 2-a7 7 3481 7 0.48' 0.517 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
EnloDdnadOn) 1314• 1.Y4• 1.464' Ia'4' r t-g4• 1414' 1.114' 1.1141 1.114• 1.141 7 tare• tare' vddea ACTUAL PRESSURE REQUIREMENT FOR THE
2AncrorsQ4.76MlfL O.C./Stmdad orO6set COP"1621 9m IDS 390105 4501DS 8901DS 1644 i. 2705s 28D Its 357!Do 7401to 37455 661106 0461.
341 IDS 4421. 860109 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®2.6a'Mn 0.0.1 stwald(or Otfsel)Up(Fla.3) 740 IDS 74DI. 630 IDs 14851. 1424 IDS NIA 6WIDs BUA 6951. tUA 000 Ibis IVA BONDS 8851. 11201. CAPACITY(FROM THE TABLE)OF THESELECTED
6Anchom@1.711MIn O.C.ISIT430(or OIaBQCBp(R94k BB5103 0601 75859 194659 111A NIA 70658 IIIA 7901. IIIA IUA IDA 10221. 13271. Ism IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4AmMm®31 Mm.O.C.1(2)2r5 Argo cllp9l g al 7m IDS 7 . lag los 1569 5s 1808 59 OI. 680 5. N1A 760169 748IDS Bm I. 18021 52109 885 5s 112055 CAPACITY WHICH MAY BE USED TO QUALIFY
6AOchm®9.Mn O.C.r(1)x6Argie Ilite. 117059 11701. 10559 244088 2844 too 8 D9 MRS IIIA 114056 liMMS ' 13201. 283859 1.21. 1921106 t6m 55 ADDITIONAL ANCHOR OPTIONS FROM THE
3AMhom004'SAM.O.C.111-CUP,Inlo.126•Alum(FID. IIIA IUA NIA IUA IIIA IIIA IUA NIA WA NfA 711A VA 111A IUA 0731 ANCHOR CAPACITY TABLE.
6Anchom®D.61'SII4.O.C.I U-CI ,In10.12u Alum.ft.B} BIIA ILIA NIA WA IIIA IIIA BUA tlfA IUA IIIA BUA IUA NIA IUA 21 1. lucilPRODTlC7•RBVIShe
2 A4tMn 0266•Mirk O.C2 F4:9P(179 97 910107 3701. 9161b9 7491. 7121. tI1A 25104 NIA Matte NIA 4401. IUA 3411Ds 442109 7G05s BuBdlt�i3��The Pbr(de.
3Arthx3@1,71'Mn O.C./F47I FlD.1 4431. 6251. 37859 0791. NIA IUA 3591. NIA 3891be NIA IUA IUA 6111. 664 r. 640E5 Oc9p$000 No 5.V
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
C)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24,
FIGURE I; FIGURE 2: FIGURE 3: FIGURE 4:
2.000' Iaad ado Product Control
• • • • • • • TABLE NOTES: 1111 I I I I III//,.
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR \�� ON••• 9j� ///
• • • • • GENERAL INSTALLATION METHODS. j��,•'•�-1GENSt:•'•�F'P �i�
FIGURE 6: FIGURE 5: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1 �� �C
4,000" No.58705 _
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN _ -
• • • • FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
LOCATIONS. 1.07E O �I�
S �1
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 '�'��'••.,Ft,ORl03;.
' e a • • (FIGURES 6&6) (CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. % s """• �`
••
MUST PAE USED ALUMINUMSHALL BE
63-T5 AND BE A STEEL TO BE AT LEAST MINIMUM26'TH CK ANID A36.ALL ANCHORS INTO METAL SHALEEL STUDS TO BE A MINIMUM LL EXTEND AT LEAST E 33 3 SCREW(18 21 X 4'X.26'MULLION /I S/"I I I �1
4 . • • THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL, S.S.OR 410 S.S. A.LYNN MILLER,P.E.
FL P.E.N 56705
TABLE13A
Mullion Capacity Table Ib �
Opening Width(for\erticaly-spamlrg mullions)orOponing Haight(for hod 20ntay`-11parnirgmuliions)
so In 601n 701n BON 901n 1001n 120 in 1401n too In lid'
Rectangular TrepTdmq, Reclen9uler Troprildeng. Rectent la Tropmen. Roctengl/ar TmpTdeng. Rectangular TmpT0leng, Rectangular TmpRdan9. Rectangular TrepTdena. Roctongth Treprldeng. Rectangular TmpliMang. O
2x8x,26 1Aedn9 Lowing Loafing Lowing Loedrlg Loafing Loafing Loadng L aft Loadrq Ladrq lo4dng Loadep Loadrg Loafing LoadnO Lowing teednp �Yp
Alum.Tube p r r r t P. r
Mullion0® tS� t9 � 0 ra
z K!
421n 170.0 620 170.0 435 170.0 711 170.0 478 170.0 888 170.0 508 170.01 992 170,0 510 1170,01 1118 170.0 521 170.0 1240 170.0 S21 170.0 1488 170.0 521 170.0 1735 170.0 521 1170.01 1083 170,0 521 O
481. 170.0 708 170.0 524 170.0 6S0 170.0 581 170.0 892 170.0 030 170.0 1133 170.0 061 170,0 1276 170.0 077 170.0 1417 170.0 BBO 170.0 1700 170.0 880 170.0 1883 170.0 6110 170,0 22117 170.0 880 J
50.02513 170.0 747 170.0 563 170.0 US 170.0 631 170.0 f04S 170.0 864 170.0 1185 170.0 723 1 170.0 1345 170.0 747 170.0 1484 11711.0 756 170.0 1793 1 170.0 756 170.0 2002 170.0 768 170.0 2301 1 t70.0 788
51 In 170.0 767 170.0 012 170.0 NO 170.0 691 170.0 1118 170.0 764 170.0 1276 170,0 803 170.0 1434 170.0 837 170.0 1504 '170.0 1156 170.0 1813 170,0 8117 170.0 2231 170.0 881 170,0 2560 170,0 881 ui o
Win 170.0 883 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 878 170.0 1417 170.0 914 170.0 1504 170.0 See 170.0 1771 .170.0 1033 170.0 2125 110.0 1053 170.0 2470 170.0 1083 170.0 2833 170.0 1083 CO)
0.1 In 170.0 930 170.0 745 170.0 1110 170.0 ON 170.0 1302 170.0 040 170.0 1488 170.0 1016 170.0 1073 170.0 1078 170,0 1659 170.0 1123 170.0 2231 170.0 1169 110.0 2603 170.0 1171 170.0 2075 170.0 1171
68[in 170.0 974 170.0 780 170.0 1189 170.0 903 170.0 1304 170.0 1002 170.0 1556 170.0 1080 170.0 1763 170.0 1155 170.0 1048 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 1170.0 1288 Z � �• �
7213 170.0 1063 770,0 me 170.0 1276 170.0 1008 170.0 1/lib 170.0 1128 170,0 1700 170.0 12211 170.0 1913 170.0 1316 170.0 2126 170.0 13111 170,0 2550 170.0 14811 170.0 2876 170,0 1628 170.0 3400 170.0 1670 W
701n 170.0 1122 170.0 937 170.0 1348 170.0 INC 170,0 1570 170.0 1209 170.0 1704 170.0 1322 170.0 2019 170.0 1421 170,0 7243 170.0 1505 170.0 2882 170,0 1829 170.0 3140 170.0 11194 170.0 3689 170.0 1705
Tem 170.0 1151 170.0 BBT 170.0 1381 170,0 1110 170.0 iB11 170.0 1250 170.0 7042 170.0 1389 170,0 2072 170.0 1171 170.0 2302 170.0 1684 170.0 2183 170.0 1700 170.0 3223 170.0 1777 17010 36W 170.0 1788 a N
9013 170.0 13211 170.0 11M 170.0 1684 170.0 1326 170.0 11159 170.6 1198 170.0 2126 170.0 1853 170,0 2301 170.0 1793 170.0 26511 110.0 18111 170.0 3188 170,0 2126 168.0 3115 170.0 2273 136.6 3413 170.0 2381 Z a N p
Q Z
9013 170.0 1117 770.0 1232 170.0 1700 170.0 7434 170.0 1083 170.0 1072 170,0 2207 170,0 1701 170.0 2650 170.0 1952 170.0 2833 1700 2005 16D,0 31" 170.0 2338 137.1 3198 188,6 2470 120.0 3199 159"
242E H1011 in 170.0 1591 170,0 7408 170,0 1813 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2078 184.8 27111 170.0 2271 1411.3 2781 181.9 2333 123,6 2781 140A 2281 105.9 2781 t25,g 2231 a2,7 2781 0.0 2190 Lo N �� oIII In 170.0 ON 170.0 1464 170.0 IWO 170.0 1700 170.0 2297 170.0 1832 170.0 2021 170.0 2140 151.0 2032 102.3 2246 138.8 2832 148.4 2216 113.8 2832 1�.4 2186 87.6 2632 115.1 2128 85.4 2632 0.3 2099 W X
120 in 170.0 1771 170.0 1688 170.0 2125 170.0 1859 154A 2262 159.0 1001 135.1 2252 141.4 1084 120.1 2252 127.2 1938 108.1 2262118.1 1016 00.1 2252 00.8 1872 77.2 2252 68.0 1838 87.8 2362 .4 Isco � �1M U 125.1 1584 1211.0 1445 101.3 1581 10&1 7425 89.4 1681 91.6 1407 Tet 1661 80.7 1380 89.6 1684 72.3 1373 82.8 1584 65.7 1356 52.1 1684 66A 1330 l4.71561 10.2 1306 38.1 1564A 1283 Q N N
TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: go
An horCaineoltv Table be ANCHOR CAP.,-,-
0ubalmta 2.7X Concrete 3,5KCone, Hollow cmu Filled-CAW PT ood Mete1 (DP„)X� �=ANCHOR CAP.-
6/18'Eko 114'BS Eko GIB'Eite 1/4•ae Eko Y109Itet E1231ce1 e1281ee1 MULLION CAP.,m,,_
Anchor ClipPatteme
Anchor TYp• 3116 Eke UlUacon 1114 EltoUilned 3`16•Elea ultmoon 114•EkeUltnoan
Ul3ecan AppmOalar tgtrscon A9gr•Gslof Screw(05)Some(G5) strew(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge IX•unoeOrr 1• 2.111 I. 2.1/r 3.1111' 1• 244 1• 244 2' 3-118' 2• 0.48• 0.64 --r-M7- CAPACITY REQUIRED"CORRESPONDING TO AN
Embodmad On.1 13/4• 1.374• 1.314• 1314• r 14141 1.114• 1.1/4• 1.1/41 1.114• 1-1/4' r 1.318• lana• %edea ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchors®4.76•Mm.oa/slonaara or 00001 cup q.162} a9otw 390 166 450Iba 1190 The 1844lbs 270-lbs 2631bs 55416s 746 tat 3741M asoma sue ma 34116s /42I1. 6a0m3 OPENING,WHEN IT IS LOWER THAN THE MULLION
4AnchmC4.86'Min.O.C,I Standard(orO6se!) Mp 01g.37 VOlbs 780 lbs 1100m$ 17601W 32321bs 543 m3 5601bs 7081m 1400 One 74albe 1272 me 7892 res 88216$ 685lbs 1120163 CAPACITY(FROM THE TABLE)OF THE SELECTED
SAnahors®1,71'Min.0.C./SltMerd(or00se0C8p(Fill*47 1160lbs 14DO Iles 1010166 2595 Me WA WA 9401a bWA 1005Itb WA WA WA 1363lbs InO lea 22401be MULLION.ITWILL YIELD A MINIMUM ANCHOR
4AnatorsC 3•Min.O.C./rt)2a6Ancts COp3/(Fig.Or 780Ibs 780 Ills 690 ms 16801W 1890 We 540 m3 560 tbs WA TOMB 748 lbs 660lbs 18921ba 1 682 lies 6851b$ I 1201be CAPACITY WHICH MAY BE USED TO QUALIFY
(Anolnom 0 r Wn.0.0.1(2)2x5 Angle C11pa I(Fig.67 1560Ibs 1580 Its 13601611 3120 W 3702 We 10SO rm 1120 ms WA 1520 me 1498 Me 17601bo 3784163 1363 ms 1710163 224010, ADDITIONAL ANCHOR OPTIONS FROM THE
12 Anchors®1.5'MIn.O.C.1(2)266 Anglo Cops I(Fig.7r 1604[as 2100 Pas 14401bt 3780 m3 WA Wa 1320 me WA 15001bs WA wA WA 2046164 2804 ma 3358 ma ANCHOR CAPACITY TABLE. RODMRWSBD
4 Anchors 891.34-Min,O.C./Oglp,Into A2V Alum.(Fig.ON WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143616$ wNplylaSur 16ePlotlda
8 Awhom CON'Min.0.4/Ugip,Into.125'Alum.(Fig. WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2081 ms ♦'+-•2.000'-�•1 u0dl3j Codd
2Anchors C 4.W Kiln.O.CJ F.Mp ffq.lot 390 ms 390lb3 4501611 11901. 71118166 270166 2110166 351 me 7401ba 3741. 6761136 940 IM 341 Iles 4!2lba 660lba 10opp1O.ee No 1.11
4 Anohom G I.71'Mln.O.CJ F•C9p ffq.11 690 ms 100166 505 mo 12911I6s WA WA 4/0163 WA 53316• WA QUA WA 682[be 885 IM 1120.1 D4t0 ZQ
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 250'
TABLE NOTES: ~`.ifami Dade PreduU Ce.irO
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
• • • •• • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `\��Oa( •,,••• /���i���
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. ^:;t JGEPIS� ''•. Q ��
• • • •• • 6.000" Z R�; l<
• • • • • . .• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =Y/ti? No.58105 _
21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON >'
FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ G q �)
ANGLE ,-O • L 'S
CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3% S.
AT F cU
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SWILL BE PRESSURE-TREATED �'01.
L1.
• 5.7) YELLOW SOUTHERN PINE WITHAN SG OF 0.65.ALUMINUM SHALL BE 608376 AND BE A MINIMUM OF.126'MUSTBE
USED IN THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO �/�S�ON A\•BEAT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW r X S•X 25' A.LYNN MILLIER,P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#68705
TABLE 14A
Mullion Capacity Table fibeflel
Opening Width(forverlicaly-spanning indlons)or Opening Height(for hod 'rllely-sponnI g md1lons) � C
60 In 601n TO In BO In 901n I 1001n 1201n 1401n 1601n u'
O
Rectwpular lta#Tdarp. Rectargufar Tra#Tdan ReotatgWar Tre#TrIum Redani;Var 7ro#marg. Rectangular Tn#Tden9. Reotangular Tre#Tdare• Rectargulm TreplTMrg. RedengWw Tre#Trtarg. Roclargular Tre#tdaDa. Is t
tnOding Loedrg Lmft Lwdlig Lood4g Loadrg Loadhg Loaddg tcadkp L.Wra Lwdln9 Lwdup Loading Loading Lmobg Lcaft Loading Loading c I(�i
1.28"%2.11" g a?
x.126"Alum rd
Tube Mull
$ ' z � m N
421n 144.2 628 187.01 420 1120.2 620 1449 1 410 1103,0 628 138.9 414 Bei 526 134,0 411 601 626 134.1 411 721 Ode )134.1 411 60.1 1 620 134.1 411 61.6 620 134.1 411 45.1 1 628 1134.1 411 O
481n 89.8 403 1080 333 00.6 403 84.7 328 B9.O 403 WA 320 814 403 111,4 317 53,7 407 70.1 918 40.3 403 70.8 314 40.3 4W 78.0 314 74.6 403 70.8 314 30,2 403 78.6 314 j LU
137.6261n BZ3 3B2 01.0 301 88.0 362 78.3 204 618 382 71.9 289 61.6 382 07.2 288 45,7 892 64.0 264 41.2 302 639 283 34.3 3822 83.6 283 28A 382 83.8 283 25.7 382 83.6 283
g
64 In 07.8 316 74.1 287 Me 318 642 261 48.6 310 67.7 256 42.4 318 53,6 267 37.7 316 618 250 33.0 318 40.6 249 2a3 318 49.1 248 24.2 318 49.1 248 21.2 316 49.1 248 00 W 0 1.-
60
Fn 601n 406 256 53.1 210 41.2 250 45.7 214 353 256 40.7 210 30.8 258 37,2 207 27.6 258 340 204 24.7 258 X 33.4 203 208 268 322 201 17.7 256 322 201 145 268 32.2 201
W In 427 234 45.6 200 35.0 234 39.1 195 316 234 34.7 192 217 234 31.8 189 237 234 29.4 156 21.4 234 240 164 17.6 234 28.6 183 15.3 234 246 183 13.4 234 28.6 183 � LLI j
601n 37.2 213 39A 183 31.0 213 33.7 170 245 213 29.8 178 212 213 27.0 173 216 213 25.1 170 140 213 23.7 169 10.8 213 2Z2 187 13.3 213 220 160 11.8 213 22.0 160 Z J 1
72N 2Bb 179 30.1 160 23.9 178 246 162 20.4 178 22,0 148 17.0 ITB 213 147 149 170 18.7 146 -j
7B In 24.3 181 26.4 140 213 161 21.0 137 17.4 tet 18,0 135 162 161 17.0 133 = c7 LN
7e In 226 162 23.6 133 15.6 152 19.9 131 10.1 152 17,6 120 N '=
TABLE14B ANCHOR CAPACITY ADJUSTMENT FORMULA: ZZZ Q N
Anchor Capacity Table Obs) ANCHOR CAP.,,,,,,,,,, F X Z c •o
a to 2.7kCdncmte 3.eccmc. Rotlowc6tu FlBadcrau PTWocd udd (DP,)X( >=ANCHOR CAP.,,,, UJ
6116•Eko 114.00 Ekd 611PEko V4'68 Eko #106ted #126teel 0123teel MULLION CAP.,,,,,,.,,
AnehOrCOpPatNma Arcnorrypc 3PIVEkoulmeon 114•ElieWrecm 8118'EkouOmeon 1l4•EkoUlImcon W N
Unreew ADpGator Ult=cn Ap,4raGam Bemv(GS)Berea(¢5) screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ix X Y Y
Edge Otslerco0n) 1' 2.12 V 242• 3-V0' V 2-tW I' 2.12' 2' 3-VB' 2' 0.461 0.61• 0." CAPACITY REQUIRED'CORRESPONDING TO AN j N
Em11e0nd11 MY 10'4' 1314• 1+4'4' 1.W4• T 1.114' 1-V4' 1.114' 1-V4• 1-IN' 1-V4• Z 188' t3'8' vddea ACTUAL PRESSURE REQUIREMENT FOR THE >
MdDra®3•Mln.O.c.l 2c6Arolarn IM 1Y 780ID9 7m ltu 68DIc0 i5ti)ma 1fl981ce 640 Wo 66010a wA 76o ms 748 ire e6o m3 1�2ID7 802 fOs Besm 1435 ms OPENING,WHEN IT IS LOWER THAN THE MULLION
CAPACITY(FROM THE TABLE)OF THE SELECTED 0CQ k,'O •O
MULLION.IT WILL YIELD AMINIMUM 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,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r 1.288•'1uwmpiyfng With tbcPlod
"a
0dl9g C A
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE.
r AmVp��ga
FIGURE 1:
I � � .
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.178. ril'unf�a1e Ptoduc4CanVo1
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. II 11111 1111.11 177
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L 125• `� 0 ,.....,, Apj �i
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED r ;���J��•..
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' I
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1,20'X 2.11"X.126'MULLION = y�
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) No.58705
THE MATERIAL,#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. q
'0 SATEO1 F "ir
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 15A ® A`
Mullion Capacity TabIB(Ibeflt2 �75
Opening Width(forter9ra*sperWng mtillons)or Opening Helghl(for hodmntaivsperrirg mtClorw) le
601n60 in 701n so In BO N 10014 120 N 1401n 1601n $ o
Reclanpdar 71ap171feng.I Ratenguiar Traplmeng. Reaenpdar Tre mmv. Rectangular Trep"ang. Ractenpder Trepwang. RecleVi Ttegm IQ. Rectmgular TrWrieng. nectengWer TrepfmaV Rectangular 7re)JiHena
3.261130 Leafing Loadtp Loadng Lowing Lowing Loafing Loafing Lowing Loafing Loafing Lembo Loafing Loafing Loadng Landfill Lwdng Lowing Loadng SY
DEG.AL al
DAY MULL CO
g _ N
o �
4214 170.01 820 1170.0 435 1170.0 744 170.0 478 170.0 060 170.0 606 170,0 902 170.0 519 170.0 lite 170,0 521 170.0 1240 170.0 521 170.0 1458 170.0 521 170,0 1735 170.0 521 149.1 1740 170.0 521 I11
4614 170,0 700 170.0 524 170.0 650 170.0 584 170.0 g92 170.0 630 170.0 1137 170.0 661 170.0 1275 170.0 677 170.0 f41T 170.0 050 152.2 1522 170.0 000 130.6 1522 170.0 660 1K2 1522 170.0 080 _
60,62614 170.0 747 170.0 603 170.0 096 170.0 631 170.0 1048 170.0 664 170.0 1185 170.0 723 170.0 1345 170.0 747 1642 1443 170.0 756 13e.0 1443 170.0766 117.3 1443 170.0 756 702.8 1447 170.0 766
F-
64 In 170.0 7W 170.0 612 170.0 950 170.0 091 170.0 1118 170.0 754 170.0 127a 170.0 803 160A 1353 170.0 837 144.3 1353 170.0 058 120.3 135J 170.0501 103.1 1353 170.0 081 902 1353 170.0 eet m M O
60 N 170.0 gas 170.0 701 170.0 1063 170.0 707 107.0 1218 170.0 876 148.1 1216 170.0 944 129.9 1218 159.8 038 115.9 1218 1821 924 07,4 1218 140.1 013 63.5 1215 146.1 013 73.1 1210 148.1 913
631n 170.0 930 170.0 746 170.0 1116 170,0 850 1502 1150 168.11 933 131.4 1150 153.0 914 118.0 1150 141.9 Ste 105.1 1160 134.2 age 07.0 1150 120.7 971 16.1 1180 1262 670 65.7 1160 1262 070
06N 170.0 974 170.0 789 162A 1048 1655.11 881 130.0 1040 116.8 881 114.3 ISO 133.1 550 101.8 1045 123A 639 91.4 7048 116,0 030 78.2 104a 109A O1 65.3 fella 108.2 81B 57.1 1040 108.2 1118 Z N a m
MN 1{0.B 000 1q.0 78{ 117.0 680 128.0 740 100.8 860 110.0 734 x0.0 000 100.0 722 70.2 860 92.0 712 TOA 680 BB,2 703 507 660 70.2 693 60.J 080 76.b figs 44.0 000 78.1 6BB
j
71, Z
78 N 119.7 760 12Af 690 89.6 790 106A 67a 85.5 790 93.3 603 44.8 790 539 652 68.8 700 70.9 643 59.9 790 71.7 035 49.9 700 65.1 824 42.8 780 02.1 619 37A 790 61.5 017 ¢ �- -q
5 781n 110.6 750 115.5 657 92.3 780 98.1 644 79.1 760 65.9 632 69.2 750 77.1 62t 61.6 760 70.0 612 659. 760 65,7 605 40.2 750 509. 604 39.6 760 502 608 34.0 760 55.5 808
90 In 44.1 683 74.4 800 80.1 667 629 /81 01.6 683 61J1 b3 46.1 603 48.0 416 40.1 6W MA 400 38.1 603 40.9 402 30.0 gBJ 362 442 2!)9. 603 J3.J 445 22.5 1{63 Jf.9 N2 G o
96 In 59A 495 61.1 443 49.0 495 01.5 435 42.4 495 44,8 427 37.1 495 30.0 421 33.0 495 38,1 416 29.7 495 J32 444 24.0 405 29.1 400 21.2 495 20.6 394 10.6 495 25.0 390 U) �
10814 41.7 391 42.6 353 34.6 391 35.0 346 29.8 391 31.1 342 26.1 391 27.8 337 23.2 391 24.0 J77 20.9 391 220 323 17.4 381 iB.7 321 14.0 391 11.0 316
111 in 361 370 30.2 335 32.0 370 33.0 330 27.8 370 26,0 325 2/.11 370 25.3 320 21.4 370 22.0 318 19.2 370 20.9 J12 16.0 370 10.1 305 lJ1 V) to
120 In 309. 317 30.9 289 20.3 317 209. 201 21.7 317 22.8 250 19.0 317 10.9 276 1&0 JIi 17.9 273 UQ M Q 0 0
1441n 17.0 220 17.0 203 115p5
TABLE 150 ANCHOR CAPACITY ADJUSTMENT FORMULA:
Anchor Cain)acl Table ba ANCHOR CAP„�,,,
Subatrew: 2.ik Canercto 9.6k Caw. Ho1owCMa FUDd CMU PT Wood Metal (DP..)X ANCHOR CAP...
6'10•Elan 114'as Eloo 6116'Elco IW 89 Eloo 910 Steel 1112 Steel 012 Steel MULLION CAP.,e,,,,e,
Anchor Clip Patleme Amtwr Type: 3118•Ekolntrecon 114,Ek.ultrecon 3116•Ekouilmon 114•Elm Uibacon
ullnwon A90mOmor 1.10recon A90teOeta Screwing)Sam(G5) Sum(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Olstaoso MY• 1• 2-irY 1' 2.12• 3.118• t' 2.112' 1• 2.12` 2' 34W Y 0.40• 0.61' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
Emeedment9nY 13+0 1.614 lata Paa z 1-v4 f•v1 1-v4• 1.114• 1.14• t-114• z fare I've, %edea ACTUALPRESSURE REQUIREMENT FOR THE
2Anahxa®6,MOL O.C.1(2)215Anale Clips I Fla.fY 390 me 39010! 45D IDs 690150 1700 lbs 2701W 2BOIbe Ws 740 we 374169 7 Ib3 9401bs 341 lbs 442141 660 We OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anehae®311•Min.O.C.f(2)2x5 Angle Mp3I Fig.27. 16016' 7801W 790 lbs 18701b3 2525 the 610 Ns 66016! WA 1120 The 740 lbs 880!be 18921b8 68211,: 88516! 11201119 CAPACITY(FROM THE TABLE)OF THE SELECTED
a Anohae®2.71'Min.O.C.! 20 Angla aips I(Fig.3Y 1120 lbs 1120[be 960 Me 2245 Me 2254 lbs WA &albs WA I 1059144 WA 13201W WA 1022 Ws 1327[be 16601b3 MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE DUCTUV1SED
ANCHOR CAPACITY TABLE. whhthe Fla da
FIOUREI: TABLE NOTES: a1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Pr uctC0hh01
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE l t l I I)I I
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125' \�``�pNY LYNAJ
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30• 410ENS '•!F ��`
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �•' F P
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-RLLEO
3.260• )�1 No.50%05 >t
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED _
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF•125' '-U : �
THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30•BAY S ..'to
LEAST.126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION U�•.• S7 Tf3 �(V,
• THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.9.OR 410 S.S. ;� ''•F<Omup. •' ��.`
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. S'S�UNAI. \a�?�`�
A.L{MIMII LAR,P.E.
FL P.E.#68705
TABLE 16A a
Mulllon Capeolty Table iba/Rd
Opanlnp Width(forvorlica*sparWrg mUQore)or Opening Holght(for hodmnlally-spardirg mt150n9)
501n 601n 701n 601n 901n login 1201n 1401n 1601n O
Rectangular I TmprTdeng. Rectangtdar Trepmlen Rectangular I TmMm0. Rect"oulr TuplTdeng. Rectangular Traplldmw. RllYle
4clergti Tmpno. Rectangular TI�JTlfarg. Roctang4er T)eplidm4 Rectangular TWnisng. p p
3.26"46 Loading LoadnO Lowing Loading loadg Loading Loading Loodng Loading lowing Loading Loadng Loadrg Loading Loafing Loading Loadng Loading SY
DEO.AL _
BAYMULL
s oN
42 in 170.0 020 170.0 435 VO.01 744 170.0 470 170.0 888 170.0 608 170.0 002 170,0 519 170.01 1110 170.0 1 521 170.0 1240 :170.01 621 170.0 1408 170.01 521 170.01 1735 170.01 521 180.3 1871 1 170.01 521 W
48 In 170.0 708 170.0 524 170.0 050 170.0 584 1740 902 170.0 6.70 170.0 1133 170.0 681 170.01 1270 170.0 677 170.01 1417 170.0 080 163.7 1637 1 170-01 680 140.31 1637 170.01 600 122.6 1037 170.0 080
50.0251n 170.0 747 170.0 563 170.0 gab 170.0 831 170.0 1046 170.0 604 170.0 1195 170.0 723 170A 1345 170.0 747 170.0I
'170.0 756 147.1 155! 170.0 758 128.1 1552 170.0 758 110.4 1552 170.0 766 111
64 in 170.0 707 170.0 612 170,0 058 17U 601 170.0 1116 170,0 754 170.0 1275 170,0 003 170.0 1434 170.0 837 165.2 170.0 656 120.3 1455 170,0 081 110.0 1455 170.0 801 97.0 1455 170.0 801 m CDM
601n 170.0 685 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 578 167.1 1309 170.0 BU 130.7 13M 1700 090 125.7 1035 001 104.6 1309 167.1 002 69.0 1300 157.1 982 76.5 1309 157.1 052 �-1 V� (O J
U J
031n 170,0 930 170.0 745 170.0 1116 170.0 a50 102.0 1247 170.0 940 142.5 1247 164.5 053 126.7 1247 162.6 065 114,0 t".3 052 96.0 1247 1382 036 81.4 1247 135.7 034 71.3 1217 135.1 035
U1 m
Gain 170.0 074 170.0 789 170.0 1169 170.0 9W 1le.4 1100 t53.7 985 120.0 1180 147.0 045 115A 1190 1305 026 103.0 126.4 914 e8.6 4190 140.6 606 74.2 1190 1111.1 693 049 1100 118.1 U3 Z 1
72 In 181.6 1010 168.8 877 131.7 1010 tU.e 659 116.0 1010 127.2 042 101.0 1010 114,7 520 60.8 1010 1060 617 80.9 06.9 607 67,3 1010 90.9 795 57.7 1010 61.8 760 509 1010 07.7 760 ISL
Z
0
70 In 137A GOO 143.8 792 114.5 908 122.0 776 06.1 ODS 107.1 781 65.9 000 95.2 749 70.3 000 86.2 735 e0.702.3 729 57.3 000 74.7 710 49.1 006 71.2 710 429 006 70.0 706 g
79N 127.1 661 132.5 764 105.0 Set 112.5 73a 90.6 001 98.8 725 79.4 581 86.5 TO 7D.0 001 91.0 703 03975A 894 53.0 981 08.1 681 45.4 861 64.5 675 347 681 03.7 672 ¢ Q N 0
so In 827 6l8 55A 574 58.9 640 121 504 59.1 W 82.0 554 61.7 648 58.1 515 480 840 509 537 41.447.0 $30 34.6 918 45.5 610 29.5 046 3a2 511 25.0 818 39.5 607 W 00 O
Go In egg 699 70.1 508 646 lige 59.1 498 40.7 568 51A 401 42.6 Sae 45.5 403 37.9 508 41A 470 34.136.1 470 28.4 668 33A 459 24.3 586 30.5 452 21.3 Sae 28.7 U7 � �
1081n 47.0 449 40.0 403 38.9 449 442 399 34.2 449 35.7 303 29.0 U0 31.7 307 28.6 449 28.0 302 23.028.1 377 20.0 449 22.1 388 17.1 UB 20.4 301 15.0 1!8 18.0 350 Ur
ill In 44.1 425 45.0 3115 368 425 31.0 379 31.6 429 32.0 373 27.8 426 28,1 367 24.6 425 20.2 382 22.124.0 380 16.4 425 20.7 350 15.8 425 16.6 343 p
F
1201n 34A 38! 35.5 331 20.1 384 20.0 328 24.0 364 25.8 321 21.a 364 22.6 317 144 301 20.6 313 17.518.7 300 Q Q Q O
1U In 20.2 253 20A 233 18.6 253 17.1 230 a -10 N
TABLEI6B ANCHOR CAPACITY ADJUSTMENT FORMULA: g �
An hor Cavacltv Table(lbs) ANCHOR CAP.,,,,,,,,, SS
Bubaeete 2.71%concrete 9.6kCono. HOOowCMU Red CMU PT Wood MaW (DP)X( )=ANCHOR CAP.,,,
6118'Eke 114'98 Eke 6118 Elco 114183 Elco #JOBteel 6129teel #129tae1 MULLION CAP.ea,,,,a,
Anchor CllpPattem8 AnchmTNpe' 3119'EkoUllnecon 1141 Eko Ullman Ulumon 3118•Eke MUNN 1141 Elea AggmOalor Ultmcon ApgreOatf 8cmW(a5)S0mW(O5) scmw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dletame(iny t 2-1(C 1. r aIle t• 2-12 t 2.12 2'1/
avec T 0.48' 0.64 0.32! CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(iny 1314' 1314' 13/4• 1.314' T 1-114' 1.114• 1.1/4• 1.114' 1-114• 1.114• 2• 1318' 1318• wries ACTUAL PRESSURE REQUIREMENT FOR THE
2ArKf0m05'MIn O.C.1(g2a5An9k Clips I(Fig.t)c 390Ibe 9801" 4501)3 690103 170Dms 27023 21015a 35416, 740 @s 3741be 720m 0481" 3411" 442 Me 56023 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors 403.5'Min.O.C./(2)2X5 Angie Mpe I(Fig.27• 7601" 760lbe 7901" 10701" 25251" 540 f" 660164 WA 1120 ft 7401" 8801" 18921" 602 ms 685 to 1120[be CAPACITY(FROM THE TABLE)OF THE SELECTED
6Anchors @ 2.71'Min O.C.1(2)2a8 AngkW 31 Fg.3. 11201" I 1201" 9501be 27481" 2254Ibo Iii, BIO Ib, WA 10591" N/A t3zol" wq 10221b3 1327 I" 1 18801" MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE, i cunq)Iyine with the FI01Ha
BuOdingCeda� .4
TABLE NOTES: Aaep:mtooTlo 0
DNo 1Gv1f9
1)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11i PYedDc4Coletldl
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. t V t V I I I I l l 11
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, ♦♦♦♦ . Myer
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45°
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. tx
No.50705
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260"
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE.WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.126' b ZG1 FS /'
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45'BAY %�Q STATE
LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 35CREW THREADS BEYOND MULLION
CORVO,
• • THE MATERIAL p10&012 ANCHORS INTO WOOD MAY BE STEEL,18•BS.S.OR 410 S.S. FSS• �G♦.
/ONAL-�.��
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. "LY 4 MILLER,P.E.
A. FL P,EJ 58705
h1.000'rl l'-1.260'-�I
1.000- r- 1.000'
--{ 1.000• f* 1.000• f-- 125• �^-t.zss• -� � o
,125' ,125' eY
Ir
.126' .125' 2.750'
2.760' .126' 3.126' 3.185' I � �+
2.000' 2.000' .125'
2.11 B' N
L 125' L 375" 376' ' 285" I 125' O Nm
L 500' 1
T 7 T -T T ,Boo• T LU
1'%2'X.125'MULLION TX 2'X.376'MULLION VX2.76'X.375'MULLION 1'X2.7VX.660'MULUON, 1'X 3.125'X.6'MULUON 1.25'X3.188'X26SMULUON 1.28'X2.11'X.12SMULLION Q, �
8083-TB ALUM. 6063-TB ALUM. 6083-TB ALUM. 8083-TB ALUM. 6083-TB ALUM. 6063-TB ALUM. 8063.78 ALUM. O
XSECTION XSECTION XSECTION X-SECTION XSECTION XSECTION XSECTION m (n F-
1+{ 26' }�(F.126' -.11--,126- CO
TABLE A Z w
STANDARD CUP 2X6ANGLECUP Dimension Value(in) For Mullion: g
6063-T6 ALUM. 6063.78 ALUM.
2.000' I XSECTION I 2.125' 2.000' XSECTION A 1.625 J D.2LI Z
U-CLIP
I I 8083-TB ALUM. I .125" B 2.854 1°X2'X.126' � U
.125' XSECTION L Aluminum Q Qi p
C 0.895 Tube Mullion
D 0.740A 1.126
12b'�
-I.74D'4-- B 2.404 1'X2'X.371F Y
5.600•
Aluminum N to
CUT HERETO 375' C 0.835 Tube Mullion (~j Q
5.000'
.375° 3.125• _CREATE F-CLIP,SEE MIN. �- .376'MIN. D 0.490 Q g Z�0
MIN. DETAILF•SHEET4 A 1.675
IN.
r-------r r-------� --------------------- B 3.000 1'X2.76"X � '�
I I I I I AIH:QLE
I U-CUP A F--------� .
L- -----J L-------J 6063-78 ALUM. `- '-'-'------- -----' 2X5ANOLECUP C 0.757 .375Aluminum
TOPVIEW 6063-TB ALUM. D 1.118 Tube Mullion
L TOPVIEW
STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE E .450 Min.
6063-TB ALUM, DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW R OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1'312 1°X2.75'X
WITHIN THE DASHED BOUNDARY.SEE UST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3.000 .850"SHEETS 5.17 FOR THE ANCHOR O.C. THE DASHED
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 Aluminum
DIAMETER:ANCHOR DIAMETER 1116'. SHEETS 6.17 FOR THE D 0.838 Tube MUlllon
ANCHOR O.C. TABLE B A 2 RODUGTRBVISBD
DISTANCE.MAXIMUM POT Pert# 1"X3.126°X ecomplyluswhbthoPlorido
6.500• 376• ANCHOR HOLE Mull Dimension(shoot#) 8 2.637 undivaCode
DIAMETER:ANCHOR Mullion Std.Clip OHest Cllp U•Cllp Angle Clip .500'Alum occp MW ND
.375" MIN. DIAMETER+1116'. C 0.863 Tube Mull t oto
MIN. 1"XZ"X.126"(5) 66605 666113M 6661118M 666243M 666511M D 1.137
-------
-1------------� 1"X2"X.376"(6) 688008 666114M 6861119M 668244M 666512M A 2.625 lams adeProduct Control
125°X 3.186'
1"X2.76"X.376"(7) 86807 866115M SNI 120M 666246M 688513M B 3.282 X.2851 Alum II
1"X2.75"X.650"(8) 66608 666116M 6661121M 666240M SM14M C 0,862 Tube Mull \\� LYNN 1�i
I I I B D 1.762 �` 0. ......
i--- --i D i 1"X3.126"X.51)0"(9) !69370
7M 6661116M 6661114M 888242M 666516M `�� tib,•'�tGENSF '•,F�
J.261 X2.111
L i 1.26"X3AW'X.266"(12) M 6661117M 6661113M 6W241M 6WB16M A 1.813 .121°Alum u
------ I ------� = No.58705
1.28"X2,11"X.125"(18) WA NIA WA 868517M Tube Mull _ =
C OFFSET CLIP NOTES: '-O.'• IT Z�I
.126' 8003-T6 ALUM.
TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, '0� F EOF .P G\`-
�t 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ""'9/0N��
A.LYNN 1UBEk,P.E.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, FL P.E.#58705
--j 1,000° --{ 1,000' f- 1.062-
740'
.083' .385' { .126" j�
,082' I I 1 -{I--•.126'
062' o
438' I 1 g
4.000' •125'STAN
43w8'
tiY4
4.000' 4.000' 2.826' 2.000' 8083.1,8 ALUM. 2.126° 2X6 ANGLE CLIP
.125' U-CUP 2.000'
XSECTION 8063.78 ALUM.
1 I 8083.78 ALUM. XSECTION .126' N
.726' •125' - •126" XSECTION g OD
.031' Z � N
120 O_
125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J
.376' '166' 376' DASHED BOUNDARY,SEE SHEETS 5.20 FOR THE : 2
ANCHOR O.C.DISTANCE,MAXIMUM ANCHOR CO a
J � HOLE DIAMETER:ANCHOR DIAMETF12+1/18'. W p O
1'X4'X.125' 1'X4'X.375' VX 4'X.376* 6.600' In Z ~
MULLION MULLION 'T'•MULUON CUTHERETO 5.000' .376' O J
8063-T6 ALUM. 6063•TB ALUM. 6083.76 ALUM. 3.125' •376' 55
J
XSECTION X•SECTION X-SECTION .376' �_CREATEF•CLIP,SEE MIN.
MIN. DETAIL F,SHEET 4 Z
1.260' .375' Z g
I r--------- -----------i 376' o
r-------� r-------� CENTER OF z
1.250' t21W I i i I I ANCHOR HOLE j j MIN. 7 a
I I I 1 I MUST LIE WITHIN I I (L r a
1 I I I I THE DASHED I I U
I I 1II� I I F BOUNDARY.SEE I I Q C) p
2.876' --- I --- SHEETS 6.20 FOR F I O o
i I I 1 I THE ANCHOR O.C.
I I I I P I DISTANCE. zO Jal�
3.84' I 1 I i I MAXIMUM I I 8
3.250' 3. I 1 I I I ANCHOR HOLE I I J
I I I I I DIAMETER: , ...1
.100' 00' .100' J L -----JANCHOR --------- DIAMETER r 1)18'. Z go
.100' 28063-NT8 ALUMGLE P . L m�" 56063-T8 ALUM. 6083-TO ALUM. TOPVIEW
�I .820'1-� ---1 ,820' fes- --{ .820'f+ WT."CENTEOFANCHORHOLEMUSTLIE TOPVIEW TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE
1.26'X 3.26X.100' 1.26'X 3.26'X.824' 1.25'X3.94'X.624' SHEETS 5.20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE DIm*nGIon Valuepn)For Mullion: Dimension Value(In) ForMulllon:
6005•TSALUM. 8005•T5 ALUM. 8006-75 ALUM. •DIAMETER:ANCHOR DIAMETER t 1H8'.
F 3.687 1 (4 F .838 1.26')3,25•
X-SECTION X-SECTION XSECTION G 1,000 .126' G 0.600 X.824'
-- 3,469' 5.500"� H 2.080 Alumirwlio H 1436 Aluminum
2.881° `I 126• MIN. 376' 1 3.187 Tube Mullion 1 3.250 'Nba Mullion
3.W
1.377'' •12� 1.877' I MIN. F 3.767 1'X4"X F 2.825 1.26'X 4'
G 0.767 .376' O 1.126 X.824' ROD
H 2.430 Aluminum H 1.500 Aluminum sorWtytnBwp,ibe}I^rl AOs
I I I I 1 3.000 Tuba&T I 3.260 7UbaMulllon aBd�80odc
I I I I p 2.250 1.26 X325' F 2.813 30•Be Mull ��e0H0 /
.126' I I I I I i I G 0.760 X,100' F 2.878 1451 Say Mull �.
.126' 45" 2.250' 1 i l i i I H 1600 W aninum
30' I 3.260 Tube Mullion 4Pro uq Conuol
i H
3.260'45'BAY MULLION l 3.260" I I I i TABLE D
\ /
3o•BAYMULLION 8063-TB ALUM. I �_______� i �_ _____� Mull Dimension POT ``\\SON`( �,•N �
6083-TB ALUM. I X-SECTION (ehsetN) Mullion Std.CUP Offset Clip U-Clip Anglo Clip \,��,•''\,\CENSF'•,F�Q
XSECTION I
1'X4'X,125'(10) •69W4 666111M 6661122M 666241M 668518M •'•,�
G OFFSET CLIP ` » No,68705
r .126 6083-T8 ALUM. 1'X4'X.375'(11) 86610 666112M 6881123M 666242M 666519M _ _
228",1-,981'-4 .226" �,981••-� ,7�, TOPVIEW 1'X 4'X.376•T(11) 66653 60112M 6WJ123M 666242M 666510M _ •y't 1 -
NOTES: 1.26•X3,25'X.100'(13) 20160 6661127M 601124M 612410M 66.11. -'0 �ct ls-,
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25'X.824'(14) 20181 88811211M BBB1126M 8662411M 8865118M :�Q SATE F
1,25'X3.94'X.624'(16) 20182 6661117M 6661120M 668241M 68651TM ' '� ''•.,F(ORIOP••'•C9
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 88848 WA WA WA BSMI10M �sS1ONE1I.
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 88850 WA WA WA 8665171M // ��
A.LYEI�IIMItLkR,P.E.
FL P.EA 58705
TABLE E �
Mull Dlmenalon PGT Part#
(sheet N) Mullion Std.CIIP U-ClipAn la CIIP '1 •125' I -�)"•125' G
2"X4"X.28'(16) 66602 666261M 660271M 6606112M d o
2"X6"X.25"(17) 68604 666282M 666272M 6665113M I STANDARD CLIPUCLIP 2X5ANGLECUP �4
8083.76 ALUM. 8083.76 ALUM. 8063-T6 ALUM.
2.000' I XSECTION 2.125' XSECTION 2.000' X.SECTION
O7ES: tLO
V
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •125' I .125' .125'L L ZNm
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE �1 490' T O co
co
HOLE LOCATIONS. 1.490'
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
6.600'
CUT HERETO 5.000' _ w O m
3.500'x'{ CREATE F-CLIP. MIN. m Z M O
2.000' ,37b' ti r-
SEE DETAIL F. .376'
MIN. SHEE74 MIN. 376' O J
Z� J
------------------------7 -_ __ _--------
--------------
------ = ILId
_____--_____ i Z �z
4.000' j j I I t Q .-
-I-- --- --I- 3.438" 4 + 3.438' }--------j U Q
.250' 2'X4'%.25' I I � Z �
MULLION I 3.438' i i I,,,
6083-TB ALUM. I I 1 I 1 .37b' N a C r
%SECTION I I I j j Z
L_ ____-_ --
_-._._rr_______J
-- -- L---------------------� MIN. 2
� 3 �
L- STANDARD CLIP U•CLIP,6063.78 ALUM. 2%6 ANGLE CLIP Q O O
C.TER OF ANCHOR HOLE MUST LIE 8083-TB ALUM. SEO FOR 2'X 4'MULLION,SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6083-TB ALUM. a
•260' WITHIN THE DASHED BOUNDARY.SEE TOPVIGW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW
SHEETS 6.20 FOR THE ANCHOR O.C. SHEETS 6r20 FOR THE ANCHOR D.C.
DISTANCE,MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE •••�
DIAMETER:ANCHOR DIAMETER+1/16. WITH THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/18'.
SHEET 5.20 FOR THE ANCHOR O.C.
5.600' DIET CE.MAXIMUM ANCHOR HOLE
CUTHERETO DIAMETER:ANCHOR DIAMETER+1/16'. 5.000'
.376' 3.500' x{ CREATE F-CLIP, .375' �F,37b'
MIN. Q �_SEE DETAIL F, MIN.
SHEET4 MIN.
.376'
I I I I Imisuo
I
cw@lyingwllh the Florlde
I I I I I a r !GL/
��
I product ontro1
1
I I I
I I �
.250. 8.000" Q -�-- '�-- --j- 4.688' Q t 6.438` rC +---'----I
I UL
6.438' b.438' L N•.•....,M/2'X8'%.25'MULLION6063-WALUM. I 1 I I T�' No.58705 XSECTION I I I I 376' -
L---------------------� MIN p , _ F
O,, 5 ATE17/, �4J`-
L LORIO,
STANDARD CLIP U-CLIP 2X6 ANGLE CLIP %�% P'''O`��
.260' 6083•TS ALUM. 8083-T8 ALUM. 8083.78 ALUM. ��i S�ONAL•�.
TOP VIEW USED FOR 2"X 6'MULLION.SHEET 17 TOPVIEW I
TOPMEW A,LYNN MILLEIR,P.E.
FL P.E.0 58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4".THE OPENING REQUIRES A DESIGN PRESSURE OF+80.0/•60,0 PSF.
No ANCHORS IN HIAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"=65".REFERENCING SHEET 25,THE COLUMN USING
RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLtS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4"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 NEXTLARGER SIZE AVAILABLE,'
LL
�•SEE sA5ETS
FROM TABLE 3A,SHEET 7,THE VX 2,75'X.375"MULLION(LENGTH 72',OPENING WIDTH-70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-68.3 PSF AND WOULD o
FENESTRATION DENOT BE SUITABLE FOR THIS APPLICATION, cx a
PRODUCTS SH
APPaovAL FROM TABLE 4A,SHEETS,THE 1'X 2.75"X.660"MULLION(LENGTH=72',OPENING WIDTH-7(')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
T2' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. LV
MULLION
LENGTH 4 2)USE TABLE 4B 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 2X5N
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 !1+W1W,
Z
DEiA1l3, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCITS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL �
SHEEi3 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? _
23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
g �� co
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/•60.0 PSF.TH OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS,ALTERNATIVELY, W o O
NOANCHOR3IN 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: Im y
32' 32' F J
—I MULLw1DiH 636LB9 '
(BO PSF)X( )=624,8 LBS (MAYBE USED TO QUALIFY#10 S�EEL SCREWS FROM TABLE 48)
OPENING WIDTH 72.7 PSF Z m
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A
DESIGN PRESSURE OF+50.0/55.0 FOR a�
FOR THE VERTICAL MULLION: Z a N
1)INITIALLY ASSUMING THATA 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105'AND THE OPENING WIDTH IS 36'+36'41"=73".REFERENCING SHEET 25, C Z o
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT 19 AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL N J o �
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.0%55.d PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
CL Y `1
FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.3751 MULLION(LENGTH 4108",OPENING WIDTH-80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF U)
MULLwID7H
'1�` AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A,SHEET 18,THE 2'X 4-X.250'MULLION(LENGTH=•108',OPENING WIDTH-8D')HAS A DESIGN PRESSURE OF+/-04.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z
SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
SEE DETAILS, —
32• FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74",NOT 73'AS PREVIOUSLY ,� 'D
PRODUCT'S 13 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'+35.1/2'+2"=73'). I
I
2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
VEfftIMN 050 LBS WHICH IS GREATER,AND
- - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/Y GIVES AN ANCHOR CAPACITY OF 1
VERUON
MULLI
LENGTH SEE `-SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS.
6 DETAILS,TS2 DETAIL E,
OPENING SHEETS 2-3 SHEETS FOR THE HORIZONTAL MULLION& ,
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250"MULLION,IN,THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
FOR RODUCTRBVISBD
HORIZ. MULLION TYPE COULD BE CHOSEN. omplylDOwlWIhsMlds
MULLION 7Y' uOdlDgCoda
1)THE MULLION LENGTH IS 36'AND THE OPENING HE IS 32'+72�+2•=108'.REFERENCING SHEET 26,THE COLUMN USING TRAPEZOIDAL/fRIANOULAR LOADING MAY BE ��No
1 �
USED.FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250'MULLION(@ LENGTH-42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF-1.170.0 PSF WHICH EXCEEDS THE
am
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. f
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' tnrtJ adePn uelConuol
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'J CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH
23 (4)3/18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 111 I I f 1 I
ANCHOR CAPACITY OF 621 Les.
Le',HORIZ. 3s",HORIZ. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U•CIIP SHOWS THE ANCHOR \��•''�ICENSF'•,FQ ��
."'OPENING
LLLENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Q' 1(WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. = No.58705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: -
+/•04,7 PSF FROM THE VERTICAL MULLION;
+/470.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; f 1�
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ATE F
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSP AND WOULD APPLY TO ALL OF THE MULLIONS. '� p •,,/'LORIOP
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION / �ss�ONAL
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYFIN(WLL R,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705
EXAMPLES OF RECTANGULAR LOADING;. EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: h
a �
RJR
1 PW PW
PW o4 Fq�
I s �
i r
SH/DH SH/DH SHIDH SHIDH I PW pyy z N km
I 8
Q Q Q Q
00 Wim CD
O o
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / HINGED J
SOD Z m
I LOADING OF VERTICAL MULLION
PW 1
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLIONQ 0- .-�-
i
PW N O
PW PW PWuj 0 0
I PW � a
O a
SH1DH SH/OH SH/DH SH)DH i a -1 O O
4 4 4 4 SH1DH
1
4%
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION /
PW PW
plyi� HR
I
1
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
I MULLION
I
P HINGED I NOTES:
DOOR PW PW' 1 REVISED
1 s..lying with IQo Plodda
I 1)DRAWINGS ARE ullding06do
I RERESENTATIONS OF TYPICAL mptencoNo `�1
PW CONFIGURATIONS.
PWCONFIGURATIONS NOT SHOWN
1 MAY BE EXTRAPOLATED FROM ppypo�
O O i THOSE SHOWN.
2)IF THE LOADING TYPE CANNOT `����oNy MN
I BE DETERMINED,USE
PW RECTANGULAR LOADING. e�•''�\CENSF'',FPJ��
PW PW 7C
3)SEE PRODUCTS'APPROVAL FOR = ��: N0.58705
ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I a / •,
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j / ��•'.�. 1_ AaR��I'S
SGDs y
CORW
LOADING OF VERTICAL LOADING OF HORIZONTAL A.LMNMiLk,ER�,.P.E.
MULLION MULLION FL P.E.#68705