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FL# CF L�1
Application Type
Cade Version 2014
Application Status roved
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived 'r
R1 � �
Product Manufacturer PGT Industries
rive
Address/Phone/Email 1070 Tecn ce,FL 34275 APaS�,2
(941)486-0100 Ext 22318 ����
druark@pgtindustries.com PERMITTING
St..Lucie County, FL
Authorized Signature lens 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 0WIndowsSubcategory
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
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.
~ Documentation from approved Evaluation or Validation Entity (:-.'
%Yes �.)No
F'L261 R9 COC FL261 to 2014.edf
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtbI... 4/9/2016
Florida Building Code Online Page 2 of 2
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# IlModel,Number or Nameescriinptlon
261.1 Mullions for All Doors and Windows lumum/Vinyl Mullions
Limits of UseCertification Agency Certificate
Approved for use in HV FL261 R9 C CAC 14-1105.C1,adf
Approved for use outside HVHZ:Yes ssuran w act Expira Date
Impact Resistant:Yes tntallation
2016
Design Pressure:N/A Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA) r R9 II 14-1105.Oi.odfproduct performance information,and mullion clip anchorage details. d B :Miami-D
Created y Independent Third Party: I
Evaluation Reports
Created by Independent Third Party:
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 mall.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
emalls 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:
go
® Ecru:
scCU fit'?ci 1'Fta
c�
http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbI... 4/9/2016
M i A M 1•DADE 1•I1AAMI—DADE COUNTY,FLORIDA
0 PRODUCT CONTROL,SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADALINISTRATION DNISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovhconomy
PGT Industries,Inc.
1070 Technology Drive
North Venice,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER—
Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(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 AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High V rrrcane one.
DESCRIPTION: Serie " GT" Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. , tie
in
esistant Aluminum Tube Mullions",
sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 Iwith the latest revision dated 01/29/15,
signed, sealed and by Anthony Lyme Miller, P. E., bearing the Miami—Dade County Product Control
Revision Section stamp with the Notice of nd Expiration date by the Miami—Dade
County Product Control S
MISSILE IMPACT TING:Large and Small Missile Impact Resistant
LABELING: Each unit sha 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 1 and evidence pages E-1 and E-2, as.
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
M1AMI•pAgE COUNTY ,.' f �s 9.� Expirat=teP_February
y 26,2016
App 12,2015
age
i
. i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Suhmitted under previoris NOA No. 10-0819.05)
2. Drawing No. 6300JR, 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. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entiy Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked—up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab; Inc., Test Report No. FTL 6443
(samples A-1 thio E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted underprevious NOA No. 10-0819.0.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with the FBC
5"'Edition (2014),dated 11/03/14,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 06/06/11,signed and sealed by Anthony Lynn Miller,P. E.
3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by
Jaime D. Gascon,P. E.,Product Control Section Supervisor.
.__- —fi.'re 4
aime D. Gascooh,P.E.
Product Control Sectiou Supervisor
NOA No.14-1105.01
Expiration Date: -NIny 26,2016
Approval Date: February 12,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS(CONTINUED)
4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson, P.E.
(Submitted raider previous NOA No. 11-0922.01)
5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration
Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E.
(Submitted cruder 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.
(Subinitted under previous NOA No. 11-0922.01)
G. OTHERS
1. Notice of Acceptance No. 134815.05, 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,Y E
Product Comttrol Section Supervisor
NOA No.14-1105.01
Expiration Date: Nlay 26,2016
Approval Date: >♦ebruary 12,2015
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NONIMPACT OR LARGE AND SMALL ® H
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 �x nc
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, -GENERAL NOTES................._......
1 �>r
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..._......................... K p
ELEVATIONS._..............................
1 .
FIGURE I: aY
MULTIPLE [—OPENII�GWII)TIIFORVERIICALIIULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL io 2x WOOD..............._.......2 n i cwi
HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL70 TI 8 MASONRY..............2 0
MULLIONS / -� SEE DETAILS INSCRIBED INSIDE INSTALLATION NOTES...................2 LL
A-D,G,H; RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY........._............3 10
SHEETS 23 SHAPE MULL TO STEEL STUD.............._.3 N
_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........................_......3 'S 10
- DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UI80.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 U)
It / ��;` IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS..._...............4 Z u)
BAY MULL INSTALLATION............_4 O W
X 2 X.125 MULL SPECS_.............6 --r
7/ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE .J W
INSTRUCTIONS. 1 X 2 X.375 MULL SPECS............._6 _
1 X 2.75 X.375 MULL SPECS..._..._7
SEE DETAILS I/ //\\I 1X2.75X.65 MULLSPECS.........._6 W Z op O
1 _ /_ I 1 I ( SEE DETAILS 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS........a O
A THRU G; m O F
SHEETS 23 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24,FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS..............10 F. M
_- A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBE MULL SPECS....11 F Q (O
I
SHEETS 2,3 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 1X4 X.375 X.MULL SPECS 11 2 W �
I / 1.25 X 3.100 X.265 MULL SPECS 12
OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 z I j g m
MULL HEIGHT
6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS.....14 z
LENGTH HCRIZCNTAL 1.25 X 3.94 X.824 MULL SPECS 15 Z $g
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS.._._.._....16
SEE DETAIL E,
SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS._.............17 U) ',11 X26 X 2. .125 MULL SPECS....10 Fr- �-
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1. - F Q o
30'X 3.25 BAY MULL SPECS.........19
REACTIONS. 45'X 3.25 BAY MULL SPECS.........2D Q O Z
MULLION B CLIP DIMENSIONS...._21.23 H- Z o
FENESTRATION 8)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSIIAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2._.......................24 (n d' CD S�
PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES......................25 co
BE I.TYPE. LU
MUST BE LLI
MANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING F Z (1) co
BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH
--I r- PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q Z O O
EL CO) (n
/SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. lh'o
�HORMULL�LlrnL SHEEA-DTS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING '��
LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
MULL
LENGTH INSTRUCTIONS:
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSFV 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'TRIANGULARITRAPEZOIDAL'. PRODUCTREVISED
m w.-plying whb the Florid@
HORIZ.MULL LENGTH 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES to THROUGH I6A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING Building Codc
MULL I--OPENING WIDTH--I I —I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Acw 'w Noo�
'I LENGTH I- _ MULLION CAPACITY(LBS/Ffi)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN 5r0 13 �(p
STEP 1).
l OPENING By` L�•`�
HEIGHT 'Alam! ado Produc(Control
OPENING MULL FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS),THIS VALUE
(I �� HORIZ. VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 11 I I I 1
HEIGHT LENGTH MULL MULL l\ !(1
LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLEL L L r ���`•(\\ON.•••. N Qj�/////
—ill.
CAPACITY S MET.TEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `�*P?••'• C\CENs�•.�CF��i
SINGLE MULLION SINGLE MULLION FOR VERTICAL A1U 7)IF THE MULLION CAPACITY 1LBS/FP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSFP)FOR THE NO'58705
FOR VVERT CAL A uLL OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-
VALUE A OWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ;;DO
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 :�(�•'•,F(O\/7 oA ,.•'��'�
CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATIONd1S,
PRODUCT ASSEMBLY. /// z
9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FORA PERMIT. 7/7j NAL EN��
A.LYNU Iv�ILVE`f�,P.E,
FL P.E.N 58705
DETAIL A: DETAIL 6: nwwaN
/—
MULLION TO 2X WOOD BUCK MULLION
MULLION ATTACHED TO I KSTRIP TYP,ANCHOR ga
OR WOOD FRAMING
,—PER SUBSTRATE, Qi
(OFFSET CUP SHOWN) WOOD BUCK AND M RyATTACHFIE SEE SEE TABLES 18-166
(STANDARD CLIP OWN)
1 SEE NOTE I,
MULLION c"I
4 z ul
SEE SHEETS
1 2.7 K$
21-28 FOR HOL 4 C CRETE RCMU. EDGE
I DISTANCE.
STANDARD OR a I LOCATIONS LU
EDGE 4 1 1 SEE SEE TABLES
DISTANCE EDGE STAN IB-168 U)
INSTALLED BY 4 4 FOR WOOD 4 FOR )NRY
THIS METHOD. n SCREWS 4 ANCHOR
M c)
LIW0)MAXFOR SIDE VIEW z (0
ALL MULLIONS 4 0
4 A EITHER THE J
4Z
4 L:2CLIP MAY HE
4 A
EXTERIOR 4 NSTALtEDeY
m 0:�I 15 z
DIST
d OGE THIS METHOD.
4 F E Zz
MASONRY Ad Z 0
ANCHORS < u
0
%
ERIOR
EX ig
ALSO eE usEo FOIL w
cc
OTHER FRAM1tE TYPES.
Z < p 3:
CL0
(n w
TYP.ANCHOR _TYP. OR 4 Esq
TYP.ANCHOR PER SUBSTRATE ...PE TE, F)
PER SUBSTRATE, SEE TABLES 16.165 SEE TABL -16B
SEE TABLES iB-168 EDGEIEND
DISTANCE STRIP
SEE TABLES
EMBEDMENT BUCKSTRIP IB-16B
ATT C TENT
,
AND E ENT BY H
ATTACHMENTT 1.I
BYOTHERS, SH I
SEE NOTE 1.
SHEETI.
• MIN 21 KSI CONCRETE OR CMU PRODucrREviSED
SIDE VIEW FRONT VIEW as complyloS%Ykh the Florida
uildinaCK
BIC
FRONT VIEW AccNo
qtmm
14 -ULOS.(>I
Ev PA
INSTALLATION NOTES,
-AfaMl a3e Psodutt Comm"+
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE IDW LYIVjV
......... tf! it
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. .
VICENSF•.,CFS it
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. z No.58705 TE
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
5)FOR MASONRY APPLICATIONS IN MLAMI-RADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED
8,S.AG G REGATO R MASONRY AN CHORS. ZORIDPI
ELCO ULTRACON OR ELCO 1/4 p
L,Ytq ER�P.E.
A.,0' 1�
FL P X 58705
DETAIL E: �
DETAIL C: MULLION TO MULLION a A@
--I .12 S'MIN.
INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO 9–
"� <
MASONRY STRUCTURE ,-MULLION F (U-CLIP 1)MAY BE INSTALLED IN'TEE'OR-CROSS- g $4f o
(STANDARD CLIP SHOWN) �� INTERSECTIONS. a re
VARIES nye 2 V
2)MAY BE INSTALLED HORIZONTALLY
I (SHOWN)OR VERTICALLY.
I TYP.ANCHOR c�-• i N
EITHER THE I I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEET$21.23 m
STANDARD OR SEE TABLES IB-13B }
oFFSEi A1ULl i j TOP VIEW FOR CORRESPONDING MULLION. Z mM
CLIP MAYBE I I EDGE DISTANCE MULLION Q
INSTALLED BY II I FOR MASONRY W
THIS METHOD. I I I VARIES I J W
ANCHORS I J
012 STEEL SCREWS, _
SELF-DRILLING OR PRE-DRILL
MULLION AND USE SATS 0$ Q
LU
m O U)
M
EXTERIOR °o e MULLION H z
a Q
EDGE DISTANCE ° THE OFFSET CLIPIS c `` �g �'
FOR MASONRY ° �„ RECOMMENDED FOR / Z Q
ANCHORS d FIN-FRAMED INTERSECTION 11
°
ALWINSO
BE USED MAY UCLIP !o E
ALSO BE USED FOR J F 6 O ¢Z
8 ° OTHER FRAME TYPES. EXTERIOR Q Z r er
TYP.ANGHOR d d Z Z Q N p
//—PER SUBSTRATE, zz
/ SEE TABLES 10-13B 4 • F Z W.O
/ TYP ANCHOR SEE SHEETS 21-23 FOR IQ- �O a�
PER SUBSTRATE, HOLE LOCATIONS J-—4-3
BUCKSTRIP J
SEE TABLES 1B-13B
AND FRONT VIEW EDGE W d Y Y
ATTACHMENT DISTANCE a I--
BY OTHERS, SEE TABLES F y
EMBEDMENT, SEENOTEI, 1B-13B („) Z Q Q Q
• SHEET 1. •• Q�5 Z
• •• • •• •.• - EDGE
DSTANCE m
~SEE TABLES N 0 m
MIN 2.7 KSI CONCRETE OR CMU MIN 2.7KSI CONCRETE CRCMU 1B-138 SIDE VIEW o .NO'�s.Oa.
�
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: rTI11STRUCTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
A PERSUBSTRATE,
SEE TABLES 18-138 RODUCP REVISED
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION i- C
SEE SHEETS ® wrlylyMg whhLEeF[odda
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR uildl.Cod¢ _CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE `� HOLE =ptwm TJa�OnFOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ` LOCATIONS Dog l3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. �` ® 3y
Ilortd adeProdaclCOn!r4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ®5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DSTANCE `�� pNY LYNNELCO ULTRACON OR ELCO Il4'S.S.AGGREGATOR MASONRYANCHORS. OR STEEL STUDS THINNER TIIAN SEE TABLES ��?• ' ,FRONT VIEGA AND COMPLIANT WITH THE FL BUILDING 1B-138P.• 1.ICENO DE,A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS. NO.58705 '•A1C
USE WOOD ANCHORSPECS
EXTERIOR SIDE VIEW = � _
NOTES: -"0
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD S TL O
ANCHOR VALUES MAY BE USED. '.\`5T•':c<ORIDP,,.•'��
2)SEE CORRESPONDING MULLION TABLES, �'�S��NA�CN�'•`��
SHEETS 6-20,FOR QUANTITY OF SCREWS. A.,& , IL%L% P.E.
FL P.EN 58705
ON
DETAIL F: DETAIL G: DETAIL H: �
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)' o
o0
^p 2 Z U
SEE DETAILS A,E, 30'OR 45• LL
TO ETSSPE 2AND BS RATES.INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES. �
N
MULUON — m F
O O co 1a W
O Co
O O O O O O O O W
O O T TOP VIEW
U)g of U)
SIDE VIEW ILLI
m U o
SHOWN WITH I•X4•X.12W 1 TOP VIEW I CO (n (n
MULLION 1 I H- Z (D
J
1 I I I TYP.ANCHOR sd O
E RIO �sEEineLESRi6B0R16a Z U m
1 TYP.ANCHOR 13
STANDARD MULU CLIP1 I PERSUBSTRATE, I EXTERIOR �o �Z
MODIFIED TO FIT FIEL 1 SEE TABLES 18-14B Q Z c-
CONDITIONS. 1 I V- r'
I 1 I 2-X5•ANGLECLIP, F' Z
I 1 I 1 2 PER MULLION END,MUST BE Q O Z C_4 r-
MULLION
I I I I INSTALLED INSIDE OF BAY MULL. W �
I I 1 p gC)B�
.\ I I II i 1
1 I I I I I I LU J _
Ij Ia.. oY Y
Q� 2'X6'X.125• H U) U)
II I ANGLE CLIP, V Z ¢ O
a` I I 1 2 PER MULLION END, Q-- Q
I I I MUST BE INSTALLED a c Z (n U)
I INSID£OF MULL, cG S �•�yU
I
'-,__TYP.ANCHOR b
PERSUBSTRATE,
SEE TABLES 1B.148
,✓� INTO WOOD,
jf STEEL.ALUM
INTO WOOD,STE D CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
AL
UM,CMU OR MASONRY MODIFIED IN-FIELD.
DULr
VISED
ExrO P1ao ®" ` F ogoGEDilai;Code
ca m complying the Potda£ . °c03
Aocco NB 5.01
® I ® INTO WOOD,STEEL,
® ® ALUM,CMU ORMASONRY EDGE H
DISTANCE 1Mami ada Product ContraI
PER
ANCHOR `12211111!///
DIsrANCE 4 $--N3 rON•.LTIV/.aye
PERANCHOR NOTES FOR INSTALLATION OPTION G F,H:
OP�..••LICENSE•..RP
NOTES FOR INSTALLATION OPTIONS F: - - - 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. h-;• N
No.58705
t DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11-X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 159 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE Aq S �!/Z
LOCATIONS. %'� '•L �,;
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. :COSY•'•.�ORIDP,.•'G�\`�
A.LYILLER,P.E.
FL P.E.#58705
TABLE 1A of
Mullion Capacity Table IbsfR2x"�
Opening Width(for vertical"parrirg mullions)or Opening Height(for horizoriallyspaming millions) g.gC a
501n 60 in 701. 801. 901n too In 1201n 140 in 1601n (d p
Rectangular Tnopfreang• Rlelengolar Treprid-9, Reole."'I.r TreplTil". Reetanaoar Trapr]dana. ReelenaUar TrapRdang. Reelangular Tmprtdeng. Reclongular Trtplydang. ReclenlMar TrepRdang. Reclenauler hapfTdarg. cc F-
1%2X.126 Loafing Loading LOadng Wodn9 L.&na Loadna Loafing Loafing Lowing Lwdng Loading Loafing Loadhg Londng Loadno Leadn9 Loading Leadng 62 g
Mullion 2 ILA ^ g a a s s a s a a R a � 8 s
si o� �� r
zi 4 o � U)
421n 111.9 408 129.5 332 93.2 408 115.5 325 76.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 J W
48 N 74.8 312 63.8 268 62.4 312 73.4 262 53.5 312 67.0 248 48.8 312 63.2 246 41.6 312 01.3 244 37.5 312 61.0 244 312 312 61.0 244 Me 312 61.0 244 23.4 312 61.0 244 � r2
50.625 In 63.9 281 70.8 234 53.2 261 61.5 228 45.8 281 55.7 224 39.0 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.8 28i 49.3 218 22.8 281 49.3 219 20.0 281 49.3 219 W O O
{�y 541. 52.6 247 57.5 207 43.9 247 49.0 202 37.6 247 44.8 199 32.9 247 41.5 198 20.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 103 m M ~
ew 6014 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.g 157 16.0 20g 25.0 1ti8 I- J
631. 33.1 181 35.3 155 27.8 161 30.3 152 23.7 181 26.9 149 20.7 101 24.5 146 18.4 181 22,8 144 18.8 151 21.7 113
$
661. 28.8 185 30.8 142 24.0 165 28,1 139 20.8 165 23.1 138 18.0 165 21.0 134 (�g
7214 71.2 139 23.3 120 18.5 139 18.9 118 15.9 139 17.5 116 IL S W
781. 18.9 125 18.7 109 15.7 125 16.6 107 ,J O) O Z
Q J `-' V
781. 17.5 148 18.2 1% Z J `-
7
TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: F 2-.Z oo p
Anchor Capacity Table(lbs) ANCHOR CAP.,,,,,,,,, (V
Subsim1% 2.714 Ceonerws 3.5K Cone. HoOow CMU FOIed CMU PT Wood Metal (DP,)X( )=ANCHOR CAP.,,,, a-
'W16'Me. 1!4'S6 Eko 5116'Elco 1/4'SS Elco MIO Steal #12 Steel 912 sled MULLION CAP.,,d,,,,,"
Anchor Cllp Patterns AncMrrypo: 3118'Eka Uitmcon 114'Eke Ulh.w 3/10'Eko Ullrwon 1/4•F.ko Ulloew � x Y Y
UlUaon A99reGatw ullreem Aa9raOatw screw(GS)screw(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR N
Edge gstence(m7 1• aft' 1' 2-I2• 3-116• 1• 2-12• t• 2./2• T 3-118' 2• 0.48' 0.54• 0.32a• CAPACITY REQUIRED'CORRESPONDING TO AN U x Q
Embedment Mt 1-314- 1314• 1-314- I-N4• T 1414' 1.114' 1-1141 1-114' 1-114' 1-114' 2' 13/e• tare• •odes ACTUAL PRESSURE REQUIREMENT FOR THE Q O O
2Anehom 4.75'MIn.O.C./StandaN w Ogsei gip(Flow 1): 390 lbs 390 ft 450 lbs 890 gss 16441bs 270Ibs 2801hs 354 IDs 7401bs 374IW 664 lbs 946Ibe 341 lb. 442 lbs 6801bs OPENING,WHEN IT IS LOWER THAN THE MULLION 9 s z
4 Anchors @ 1.15'Min.O.C.1 SteMwd(w Offie0 Clip(Fig.2): 4801bs 700Ibe WA WA WA NIA 3801bs WA WA WA WA WA 602 lbs 885164 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED �_ y1 m O m0
4Anchws@3•Min O.C./(2)245Angle Caps/(Fig.3): 780 lbs 780 lbs 680lbs 1560 lbs 1896 ros 540 VU 5601bs WA 760 ft 748Ibs 8801bs 1892lbe 682 lbs 885 1w 77201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
2Anclwrs @ 0.45'Mtn.O.C./U alp.tnlo.1W Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 Lbs CAPACITY WHICH MAY BE USED TO QUALIFY 3 Jr
1 Anehw/FCBD(Fig.SY las Lbs 195106 ns Lbs 4451bs 822 lbs 135Ibs 14016.) 177 roe 3701Iu tar lbs 33216: 473 ms 170 lbs 22nba leo lbs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors @ 1.15'Min.O.CJ Fct0(Fig.8): 2401ba 35016) NIA WA WA WA 1901bs N/A WA WA WA I WA 341 IM 44216s SBO lbs ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT RBVISIiD
• • • • es
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. UugdlpA C41V Ing with t1w Florida Ndt
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000" AacP[anco►'lo �� ,,,yr"01
L,Sc)irarlpaP?r6
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -
FIGURE 3: Niemi ade Pro uct Conunl
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. 2,000• \11(1 I 1 11117
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t N\.1
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125"
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r
FIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125' I _; '•
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 16 GAUGE).STRUCTURAL STEEL TO BEAT No•X6705
( 1'X2'X.125'MULLtON =�
LEASTTHICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,16-8 S.S.OR 410 S.S. ��'..• Zc) . :•Q.
S ATE
S
10NAL 6,,O'
A.LYNkMiLLVR,P.E.
FL P.E,#58705
TABLE 2A ® �
Mullion Capacity Table Ibsifl2
Opening Width(forwrilcallIl-sparvlirg mullions)or Opening Haight(for horizcnla1v3patWlg mullions) C!'� a
601n 801n 70 In 80 in 901n 1001. 1 1201n 1401. 1601. a
RecWgular TreplTdarg. Rectangular TraWdare. Reelargular Trapridare. RWargt0ar T2prrdarg. Raclareular V. ng- RW.rgu!ar T.P/Wng. Rectangular Twadam. Reclargular TraplTdare. Reclangular TraprTAen9. c� K
1 x 2 x•376 Loe01n9 Loadirg Loading Leading Loadug Lo.T g Loading Loading Lcndlrg Loafing Loading Loading Loadlre Loading Loading LoaPng Loading Leading syr 0
Alum.Tube € Z' '� . F .F k' 'P t^ F x F �' i^ a p a u '� P P a
MullionIs 5 88 g �g gRg N m
o y�rc
421n 170.0 820 1700 435 161.3 662 170.0 478 129.7 662 170.0 506 113.5 662 16a6 518 Wag 662 16&9 517 90.0 662 168.8 517 75.7 662 16&9 517 64.9 661 7669 517 66.7 682 168.9 517 .--1
481n 121.8 6W 13&0 419 101.4 507 11a2 410 66.9 507 708.7 403 78.0 507 1026 399 87.6 507 99.6 391 60.8 607 99.0 306 60.7 507 99.0 396 43.d 6D7 98.0 396 38.0 507 99.0 396 J W
60.625 In 103.7 456 1146 379 80.4 456 99.9 371 14.1 456 90.5 364 64.8 456 84.6 360 67.6 458 61.3 357 51.8 456 80.0 356 43.2 456 60.0 356 T22.2264
80.0 358 324 456 60.0 350 b541. 85.4 400 93.3 336 71.2 480 80.9 328 61.0 400 72.7 322 53.4 400 673 318 47.5 400 64.0 375 427 400 623 314 35.6 400 61.8 Mil 61.8 313 26.7 400 61.6 313 W C)o O6D in 623 324 68.9 276 51.9 324 61.6 270 44.5 324 51.2 264 38.9 324 46.8 260F344.8 324 43.9 257 31.1 324 420 265 26.0 324 40.5 253 405 253 19.5 324 40.5 253 l0 J631n 63.8 204 57.4 262 44.8 294 49.2 245 38.4 294 43.6 241 33.6 294 39.8 237 294 37.1 234 28.9 294 35.2 232 224 284 33.6 730 33.4 230 16.8 294 33.4 730 J
66 In 4&8 268 49.6 230 310 268 424 225 33.4 268 37.5 221 29.2 268 34.1 218 268 31.6 215 23.4 268 29.8 212 19.5 268 28.0 210 16.7 268 27.7209 14.6 268 27.7 209 Z721n 36.0 225 37.9 196 30.0 225 322 191 25.7 225 28.4 188 225 226 25.6 185 225 23.5 182 1&0 225 221 180 15.0 225 20.3 177 128 226 18.6 176 11.3 226 18.6 178 ? Ow781n 30.8 201 32.0 177 25.5 202 27.2 777 21.8 202 23.9 170 19.2 202 21.5 167 202 19.7 165 15.3 702 78.4 163 12.8 202 16.7 760 10.9 202 15.9 168 9.6 202 t5.e 15828.3 192 29.6 168 23.6 192 26.1 165 20.2 192 22.0 182 17.7 192 19.7 159 192 18.1 757 14.2 192 16.8 155 11.6 tet 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 Q J � 7
F J r
901. 18.5 144 19.D 128 16.4 144 16.1 126 Z = ¢ N O
Q � z
961. 16.2 177 15.6 113
L0 "p o�
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: C/9 ci
Anchor Ca act Table(]be) ANCHOR CAP,,-,,,-) � X Y Y
Subsllala: 2.7k Concrete 3.5k Cmo. Hollow CMU Filled CMU PT Wood Metal Pp-)X( )=ANCHOR CAP_ N (n (n
5116'Elw SSEll'5116EIco 114-SSEkoNM2
81281.1 912 Steel MULLION CAP.,,,,,,,,, U x Q
Anchor Clip PelfemB Amtar Type: y18'Elw Ullmcon 114'Elco Ultrecon Y70'Elw Uttnecon 1I4'Elco Ulbecan O
uuiaoon AggreGaln ulnmon AgpreGator screw(G5) Screx(G5) USE THIS FOR TO OBTAIN THE
Edge Distance 8n): 1' 2-iR' i' 2-117 3-Ire• 1' 24n' I' 2-fre 2' sve' 2' os1' D.324• CAPACITY REQUIRED'CORRESPONDING TO AN d z� Z
Embedment 6N: 1.3'4' 1.3/4' F314' 13/4' 2' i-1I4' 1-1/4' 1-114 1-114 1-104' 1-1f4' 2' 1318' all
ACTUAL PRESSURE REQUIREMENT FOR THE
2Awho. 4.76'Min.O.C.f SI-Wd at 03se1 Clip(Fig.1): 3901bs 390 lb. 450Ibs g4lbi
16441bs 270 lbs 280 Ill 3541ba =871b�
Aft 948 tbs 442lbs 5Wlbs OPENING,WHENITIS LOWER THAN THE MULLION4 Anthem 441.16-kiln.O.C.I Standard(w Olget)alp(Fq.2): 4801bs 7001as WA NIA WA 3801bs WA WA WA 885Ibs 1120Ibs CAPACITY(FROM 7HE TABLE)OF THE SELECTED
4 AMIron®5'Min.O.C./12)1%5 Argk pips/(Fq.3t 780 ins 7801Ds BBO IDs 58981as 540 ill 1W ins WA BOIW 18921bs 8&S lbs 11201bs MULLION.IT WILL YIELDAMINIMUM ANCHOR
2 Anthea®0.45'Min.O.C./UClip,Into.125'Alam.(Fq.4): WA WA WA t1IA WA WA WA WA WA WA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchorl F121p(Fig.S): 95 Its 1951bs 225 1b. 8221as 1351ns too lbs 177 ros 321bs 4731Ds .cine 2zt ins leo lalADDITIONAL ANCHOR OPTIONS FROM THE
2Anclrons@1.15'Min.O.CJF-pip(Fq.81: 2401ns 3501b3 N/A NIA WA 1901ba WA WA WA 341 IDs 4421. 6601Ds ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
PRODUCEREVISED
FIGURE 1: FIGURE 2: TABLE NOTES: as wmPlyIry with the Florida
Bulidlos
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. A�p�6C°fa """
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY
--� 1.000' �--- Aab
\_.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. AIW.nJ adept uct Cc frol 1
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.000"
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ��'�`�;,••�10EN
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED J_
ANGLE CLIP MUST BE USED IN PAIRS. e ,
.375' '•,�
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED � _ No.58705
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' 1'X 2'X.375'MULLION =
. • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND•045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND is
��r THE MATERIAL.#10ANCHORS INTOWOOD MAY BESTEEL,18-8S.S.OR 410 S.S. C) FATE 0
S,S/ONA%-E'�
A.LYNN M11-'12 9R,P.E.
FL P.E.#58705
TABLE 3A ® ry
Mullion Capacity Table(]bate)
Opening Width(for verlicaly-sparWngmUlions)orOpeningHeight(for hodzontely-spannirgmullons) cxte a
V- 19-1
1n so In 701n BO In 901. 100 In 120 In 1401. 1601n
Tnap/1flarg. Rectangular Tropmang. Rectangular TtepRd-V Recl4nguar t.pmeng. Reelengular 4eplydang. Its der Tmp/TrIe g. Rectangular Tmwdang. Reela�Aar Dep/7den ReetangdBr Trep/Tdeng.
1%-76% Loading Loading Loading Loadig Loading Loadng L.dng loading Loadng Loadng Loading Loading Loading Lowing Lwdng Losdrg Loadng C'r
.376A1um. �� g
Tubo $ g,. Fg ,. dg .. g,. gg,. gg^- .' .. gg,.
Mullion � � � R� � � @B m
,42 in 170.0 435 170.0 7" INA 478 170.0 We 170.0 506 170.0 992 170.0 519 170.0 Me 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 13D1 170.0 521 111.6 1301 170.0 521
48 In 170.0 708 170.0 521 170.0 B50 170,0 581 170.0 992 170.0 BJD 170.0 1173 170.0 661 151.6 1139 170.0 677 136.6 1178 170.0 080 111.9 1139 170.0 680 97.6 1139 170.0 600 05.4 1139 170.0 800 J W
50.625 in 170.0 747 170.0 561 170.0 a98 170.0 631 167.8 1032 170.0 664 146.8 1072 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 736 67.9 1032 170.0 7S6 73.4 1032 170.0 766 g S
64 In 170.0 797 170.0 612 161.3 007 170.0 691 138.2 907 16{.7 770 120.9 907 152.5 720 107.5 907 145.0 714 96.8 907 141,1 710 80.8 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 m O 0
Cl)
601n 141,1 735 151.5 625 117.6 735 130.3 611 100.8 715 116.0 599 06.2 735 106.2 590 78.4 735 99.5 563 70.6 775 05.1 578 58.8 735 91.8 514 60.4 735 91.8 574 44.1 735 91.8 674 J
63 N 121.9 666 130.0 $70 101.6 668 111.5 657 87.0 668 98.9 547 76.2 668 90.1 SM 67.7 668 81.9 531 60.9 No 79.6 528 50.0 666 75.8 521 41.6 666 75.6 621 38.1 666 75.8 521 J
t
661n 108.0 607 112A 522 86.3 607 96.1 511 75.7 607 85.0 501 66.2 607 77.1 493 58.9 607 71.5 486 53.0 6D7 67.6 481 44.2 607 634 475 37.9 607 62.7 474 13.1 607 02.7 474 Z a
C ¢ S
4-f 72N 81.B 510 83.8 443 60.0 510 73.0 431 66.3 SID 64.7 426 51.0 510 $7.9 1J145.4 510 67.7 417 40.6 Sf0 50.0 dOB 31.0 510 15.B 102 28.2 510 41.4 199 25.5 510 N.J 799 761. 69A 458 72.5 d00 67.8 158 81.7 392 49.0 458 61.1 385 47.4 158 49.6 3458 44.6 J7J 34.7 458 41.8 788 28.9 456 17.7 3B2 21.0 458 18.0 759 21.7 458 157 358Q ?78 In 64.2 435 67.0 381 53.6 435 56.8 373 45.9 435 49.8 360 40.1 435 44.7 3435 40,9 355 32,1 435 3&1 351 26.8 435 34.4 344 71.9 435 32.8 341 20.1 435 32.2 34090N 41.8 327 43.1 200 34.8 327 384 285 29.9 327 31.8 280 26.1 327 28.3 2327 25.7 271 20.9 721 27.7 266 17.4 327 21.0 262 14.9 327 19.3 258 la- M"z W961. M4 207 15.4 257 26.7 287 29.0 252 24.6 287 26.0 248 21.5 287 23.1 2287 20.0 210 172 287 IB.J 277 11.q 287 18.0 272 001081n 24.2 227 24.7 205 20,2 227 20.0 201 17.7 221 IB.O 198 15.1 227 10.0 IL X N o'
LU
N
1111. 22.3 216 22.7 184 18.8 215 19.1 191 15.9 215 18.8 188 Fi N o�
1201. 17.6 184 17.9 197 r
d t F#� X Q
TABLE 313 ANCHOR CAPACITY ADJUSTMENT FORMULA: d SZ m S (n
Anchor Capacity Table(lbs) ANCHOR CAP.,,,,,,,, g m�
Substrate: 2.7k Concrete 1.5k Cenc. Hallow CMU Filled CAIU PT Woad NSe
(DP..)X( >=ANCHOR CAP.,, fid' .w
5/18'Eko i/4'SS Ebo 5118'Elco 114'93 El.. BIO Sleei 812 SteelMULLION CAP.,.,,AnchorCllpPaftema Anchorrype: YI6'ElcoUllracon 1/4'Ek.Ullrecat Ullracon Y18•ElcoNtreconK35-41b$
Ullmcon AgpreGalor Ullmean Aggreoator Serav(GS)Scmw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR
I' 2.112' 1• 2-12' 3.1/8• 1• z-12' 2-12• 2' 3.118• 2- 0.48' 0.51• CAPACITY REQUIRED'CORRESPONDING TO AN
1-314• 1-Y4• 1-314• 1-311• 7 1.114' 1-114- 1414- 1-114• 1-11W 2• 12/8• h318• ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhom@4.75'Min.O.C.I Slandud a0ilsel alp(Fig.1): 390106 390 lbs 450lbs 800Ibs 1644 IDs 210106 280lbs 7401bs 374 lb, 664lbs 946 lb. 341 Ibs 44210. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amtw @ 1.15•Min.O.C./Standard(orOffset)Clip(Fig.2): 480166 700lba WA WA WA WA 380 lbs WA NIA WA WA 682106 8B51bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Armhere C TMin.O.C./(2)2k5An&Clips I(F1g.3): 760106 760166 680 lbs 1560 lbs 1696 Ito 540 Its 560 lbs 7601bs 74810. 680106 159210. 682106 Bas lbs 1120 lbs MULLION.IT WILL YIELD AMINIMUM ANCHOR
2 Anthers@0.47 Min.O.C.1 U alp.InIcA25'Alum.(Fig.4): WA WA WA WA WA WA WA WA WA NIA WA WA NIA 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Andral FLOP(N.57 105 lbs 195106 225 lbs 445 Ibs .822[be 135 IM 140 lb, 117106 170106 1a7lbs 31211. 473 lb 170[be 221 lb. 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors @ 1.15'Mln.O.CJ FC1lp(N.0): 240 lbs 350 lbs WA WA WA WA 190 lbs WA WA WA WA WA 341116 1 442 Ito 1 560 lbs ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. IRODUCT R13VISED
v CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. u wmptyLnB vft tbo Ply
ODcptcncn No-1 - 6.A.
FIGURE 1: FIGURE 2: --I 1.000' r C �� Z
TABLE NOTES:
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. thiol.Dade Ptoduct Control
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11 I I I I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ����ON`f LYNN A
FIGURE 3: ......•...
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' \�� • •�\CENSE'•.l�,p
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. t� '•,�c
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - G
FIGURE 4: FIGURE 5: FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED D375' •.• r 2-q's W
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' TQ�•, S'ATI:OF
• THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT1 �� ••,FLORIOP,.•'�
'X 2.75'X.375'MULLION
• o LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �NAL�r1
• THE MATERIAL.N10 ANCHORS INTO WOOD MAYBE STEEL,1&B S.S.OR 410 S.S. ll r
A.LYNNIMILLEA,'P.E.
FL P.E.#58705
TABLE 4A �
Mullion Capacity Table lbsnt2
Opening dth(for vertloallpsparkring mollons)or Opening Height(for horizor0alipspervirg maillons) � g;
501n 60 to 70 to SD In 901n 100 In 1201n 140 in 16D In $ 0
0
Rectangular TrepRdarg. Rectangular Tmprrdang. Rectangular Trap/Tderg, Rectang�dar TraP/Tdarg. Realangalat 4eplliwo, Roclaogular Tmplydang• ft-wou. 7rap17dang. Rectengufat Tsp/fdang. Rectangular Traprrlmg.
1z2.Tfiz t
ti
aadig Loafing Loafing Coadng Loafing Load" Loafing Loafing Coadlg Loafing Loafing Loafing toadrg Loadrg Caadne Loafing Loafing Ceedngy
A60 Alum.
TubeTil'
u
LO
MullioU V g� � 2� s �o �� �r �a z� d`oc s zi , 11 1 1 O tri
42 m 170.0 820 170.0 us 170,0 744 170.0 476 170,0 566 170.0 see /70.0 9s2 170.0 510 170,0 1118 170.0 521 170.0 1240 170.0 521 1170.0 1466 170,0 521 158,7 1620 170.0 521 138.6 1620 110.0 521
UJI
481n 170.0 708 170.0 524 170.0 850 170.0 681 170.0 092 170.0 630 170.0 1133 170.0 681 1700 1275 1700 077 170.0 1417 170.0 080 141.7 1417 170.0 NO 12L5 1417 (70,6 680 100.3 1417 170.0 8B0 � _
9
50.6251. 170.0 747 t70.0 583 170.0 BMW 170.0 631 1700 1048 170.0 684 1700 1185 170.0 723 182.6 1280 170.0 747 148.3 1286 R00 758 121-9 1288 170.0 758 IoLS 1286 170.0 758 81.4 1286 170.0 756 w o Q
641n 170.0 791 170.0 012 170,0 950 170.0 691 1700 1118 170.0 754 150.7 1130 170.0 803 133,8 1130 170,0 837 120.6 1130 170.0 050 100.5 1130 170.0 881 -08.1 1130 170.0 801 75.3 1130 170.0 861
86In 170.0 685 170,0 70f 148.5 915 182,3 78t 1255 915 1415 748 109,8 015 132.3 735 97.6 BIS 123.0 M8 87.9 015 118.5 720 73.2 915 114.4 715 62,6 015 114.4 715 54.9 815 ILIA 725 h � J
631. 151.8 830 16LB 710 120.5 830 138.0 694 108.5 830 123.2 651 94.9 830 112.2 870 84A 830 IOLS 682 75.9 830 99.4 656 03,3 830 94.5 649 55,2 ale 04.1 848 47.4 830 94.1 649 �
68 In 132.1 757 140.0 S50 1100 757 110,8 830 94,3 757 105.0 624 02,5 757 95.1 8N 73.4 757 690 608 66.0 757 04.2 600 55.0 757 79.0 593 47.2 7S7 76.2 $91 41.3 767 76.2 591 Z a
c J z
41 72 In 101.7 638 106.8 552 84.8 038 91,0 540 72.7 838 80.1 530 83.6 838 72.2 S21 5e.5 638 66.5 $14 50.9 S38 62.3 506 42.4 838 57.2 500 38.3 618 55,3 497 31.8 836 55.2 497 rA
781. 80.5 571 90.4 495 72.1 57t 78.8 488 8, 71 870 478 54.1 771 80.6 471 [23.8
5711 55,6 464 433 $71 51.8 459 30.0 511 47.0 451 30.9 571 418 441 27.0 $71 44.6 448 2
TO In 80.0 542 630 474 607 542 70,8 465 57.1 $42 62,1 456 50.0 542 55.7 449 542 51.0 442 40.0 542 47.5 437 33.3 542 42.0 420 246 542 40,8 425 24o $42 40.1 423 F- O Q
00 fn 52.1 407 W1 381 43.4 407 45,4 355 37.2 407 38,8 349 32.5 407 35.3 343 407 32,1 338 26.0 407 208 334 21.7 407 28.1 327 108 407 24.1 322 18.3 407 23.0 Me 4 If) Z '-
H s 10-4 ao
98117 42.9 3S8 44.1 320 35A 356 37.2 314 30.7 350 12.4 SOB 26.0 358 28.8 301 358 28.1 300 2L5 358 210 200 17.9 358 2LO 289 1s.3 359 18.2 284 VJ X o $
108 In 30.1 283 30.8 255 25.1 283 25.0 251 M'1,1247 18.8 2B1 IB.B 2M 283 16.0 240 15,1 203 15.5 237Iftit to 27.8 257 28.3 242 23.1 267 2318 231 287 105 228
120117 22.0 229 229 209 183 228 10,8 205 () X d Q
Q
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: a m0 s.0
Anchor Capacity Table Ibs ANCHORCAP.:,G,,,-
Subslmle: 2.7k Concrelo 3.5k Cono. Hall-riu Fined CMU PT Wood Ma1e1 (OP-)X� >=ANCHORCAP.,,,
Y18'Ek' ff4'SS Elco 5118'Elco 114'SS Elco #t0 sted #12 51e01 #12 Sted MULLION CAP., ,,,,,
Anchor C Op Pattem6 Anchor Type: 3ltE Etco vurecon if4'Eko UlVecm 015acon 1716'Eko UlVecan ftd•Eko uleecon AggmColor Lalmoon Aggreamor Scm(Os)Serow(G5) Scrmv(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Up.0(slanco([q), I' ZW7 1' 2-iR• 3.118' 1" 2-112' 1• 2•tr2' 2• 3-tf6' 2' 0.46' as4• o.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedmmt ln.I 1-314' 1.314' 1-314• ta/4' r 1.1!4' 1-I/d' 1-f 14• 1.174' 1.114' 1-f/4' 2• 1a18' tare' wdes ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhom04.75•MIn.O.C.t Standard or O6ael COP(F1g,p: 390 tes 3901bs 4501b. 6931ba 1444 Ins 270 Jos 2801bs 354Ibs 7401bs 374IW 604 lbs 948 1b, 3411bs 442 IW swum OPENING,WHEN IT IS LOWER THAN THE MULLION
4Anctro@1.15MIn.O.C,/StWmd(a0r.et)C5p(Fig,2y. 4801bs 700 lb. WA WA WA WA 390 lbs WA WA WA WA WA 6021W 8851 f1201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anch..@ 3'Min.O.C.1 R)2a5Anole Cups/(Fig.3): 760@. 76015. 660 r. mo too 1S961bs 54ofbs 56alos NIA 760 1b, 74611v SWIns 1892 lbs 662z 865 11201bs MULLION.IT WILL YIELOA MINIMUM ANCHOR
2Awhom @ O4S Min.O.G.111-alp.W0.125'Afum.(Fig.4): WA WA WA WA WA WA NIA WA WA WA WA WA WA 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor!FClip(Fig-5X 195 Ibs 195lbs 2151, 4451bs 022 Ibs 135 los 1401ba 1771bs 3701bs 16111es 332 Ins 473 Ins 170 W 221 280 lb, ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchom 01./5'Mfn.O.CJ FfiOlp Fig.ey. 240 ka 350 fb. WA WA WA WA 190 lbs WA WA WA WA WA 1 34115s 442 tos 50o lbs ANCHOR CAPACITY TABLE. RODUCTREWSED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ugd the Florida
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. with
coapton No V�+Q
FIGURE 1: FIGURE 2: TABLE NOTES: --I 1.000' f- oaA6te
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, 1
4fam ado Product Conlr� •'"�
1411111ftt7J
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 'ti(
j
"1 "40l 41
FIGURE
FIGURE 3: --- 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ��,•'�VGENSF'•,�,)5 r
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. P'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. >1' Na,50705 J-
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' ' (
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED '"L1 •• "� r�
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" -)- -z�!�5 :t iU- 1
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),.STRUCTURAL STEEL TO BEAT Oma'•• ATE O} :_��
loll
LEAST.125'THICK AND 036.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND t'X 2.75'X 659'MULLION
THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 SS,OR 410 S.S.
LLl(. ..1 1111 1111 A.LYNN tv�ILLER,P.E.
FL P.E.#58705
TABLE 5A ® �
Mullion Copsolty Table lbsW "
OponingWidth(for wrticalyspar drgmUllorr)orOponingHelght(forhorimMelVspemirgmullions) gC�t"e
603. 60 L1 70 in so In RD In ISO In f2ob 1401- 160 in Fps ea- p
Rectangular T,.Wdeng. Rectangular Trapad-ng. Reelangdar TepTdWV. Reclangder Trop7Tdan9' Reolangular TraptTdang. Roctangdar TrepiTdsng. Rectangular T'Nodeno. Recloon Trap(Tdang. Recleng.l. Trop/Tdang. IN*a
1"x 3.126"x Lea'S.g Loafing toadng Loed.g Loa6mg. Loadog Wang Loadag Loaft toadng Loadng iwdng tnadmg Laedng Loading Loadng Loadi>9 Loafing o g
.800"Alum p 2 a a a p x r r x r 2, D
a-• 'z' s n a zs.. 0... n N
71460 Mull
42m 170.01 ez0 170.0 435 170.0 744 170.0 478 i7o.o 6@6 170.0 506 170.0 992 178.0 519 170.0 1118 170.0 521 tTo.O 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.8 521 154.4 1802 170.0 521 uJ
48M 170.0 708 170.0 524 1720 650 170.0 584 170.0 992 170.0 630 170.0 1133 1720 681 170.0 1275 170.0 877 110.0 1417 170.0 660 157.7 1577 170.0 680 i35J 1577 170.0 860 118.2 157! 170.0 880 Z
50.625 In 170.0 747 170.0 5M 170.0 898 170.0 631 170.0 1048 170.0 684 170,0 1105 1708 723 170.0 1345 110,0 747 170,0 1494 170.0 758 141.7 1495 t70D 758 1215 1495 170.0 750 1013.3 1495 t70,0 756 o S O
LU 641n 170.0 797 170.0 612 170,0 9% 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 827 1821 1401 170.0 637 149.5 1401 170.0 656 124.0 1401 170.0 881 106.8 1101 170.0 641 93.4 1401 170.0 681 j M
601n 170,0 885 170.0 701 170.0 1003 170,0 797 I%S 1156 170.4 878 136.7 1758 187.0 028 123.3 1156 158.5 917 111.0 1156 149,7 918 92.5 1158 144,5 903 78.3 1150 1445 003 80.4 1158 144.5 003 F- J
631. 170.0 030 170.0 745 159.@ 1049 170.0 650 137.0 1049 155.5 860 119.8 1040 141.7 848 108,5 1049 132.0 030 05.9 1049 t2S.5 026 79.9 1019 119.3 820 88,6 iW0 116.0 819 54.9 1049 118.9 SIR � � m
66 In 186.0 955 170,0 789 139.0 985 151.3 M 110.1 055 133.7 788 1042 955 1214 775 92.6 SSS 112.6 705 03,1 055 106.4 157 69.5 955 99.8 749 59.8 955 98.7 746 52.1 055 98.7 746 Z LI
2 IL I
,mj 72 in t265 603 114.9 897 107.0 803 1149 682 915 803 101.1 870 60.1 803 912 8% 714 803 83.9 849 84.2 803 78.8 642 53.5 SM 72.2 632 45.0 003 809 628 40.1 823 69.7 027 � J� g Z
ILLI
781- 1092 721 114.1 620 91.0 721 97.0 81@ 78,0 721 85.1 605 60.3 721 78.5 595 80.7 721 70,1 586 54.8 721 65.1 $78 45.5 721 59.4 589 39.0 721 58.8 564 34.1 721 56.1 563 Q c.,.
181n 101.0 684 105A 509 84.2 004 89.4 $67 72.2 864 76.4 576 83.1 684 70A 567 58.1 664 04.4 564 50.5 661 59.9 551 42.1 664 54.1 541 38,1 684 51.3 538 31.8 884 50.6 S3/ kzz- Q N O
901. 65.8 614 67.9 456 54.8 514 57.3 448 47.0 $14 $0.0 440 41.1 514 44.6 433 38.5 514 40.5 427 12.9 514 37.3 421 21.4 514 338 412 23,5 5114 30.4 408 20.0 614 29.0 403 Z
W.O
Min 54.2 452 553 404 45.2 452 47.0 396 36.7 452 40.9 390 33.9 452 38.4 364 30.1 452 32.0 378 27.1 452 30.7 373 22.0 452 26.8 385 19A 452 24.2 350 16.8 452 22.8 355 t~l) X 3 s0•,'ems"
f�N
1081- 36,1 357 38.9 322 31,7 357 32.7 317 27.2 357 28.4 312 73.6 357 25.2 308 21.1 357 22.7 393 19.0 357 20.8 298 15.0 357 7@.0 203 13.8 357 18,2 287 11.8 357 15.0 283 Lll T
1111. 35.1 338 35.6 308 29.2 336 30,1 301 26.0 338 28.1 298 21.9 338 23.1 292 18.5 338 20.8 288 17.5 336 f9.0 281 14.6 338 188 27e 12,5 338 14.8 273 110 338 13.6 268 CY M (�
120 N 21.7 289 282 203 23.1 289 23.7 259 19.0 289 20.5 256 17.3 289 18.1 252 158 260 162 249 13.9 289 14.9 210 11.0 289 12.8 240 9.0 289 11.1 23@ 0.7 289 10.4 232 () X Q
TABLE 5B d r Z
ANCHOR CAPACITY ADJUSTMENT FORMULA: g= k,'O s.4
An horCapacity Table lbs atm
ANGHOR CAP.,,,,2,-- gg
Substrate. 2.7kCdrc.te 3,6kca7t. H69aaD4U FI9e0CMU PTWari ?Add (OP,,,)X( >�ANCHORCAP.,,,
H16•Eicb V4'6$Eko Sf56'Etco V4-SS Elco #103ted #12Steef N12 grain
MULLIONGAP.,�,,,.,,
AnehorCBp Pettema Manor Typo 3'1C Eicb Udrdcm 174"ixourtr4con Uroacon at6•E1oo U9rsm va•EkOUamcon AggaGuor U9meon Agg.voo r 9cre#(C5)StfM(0) SUM(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dslarce On) P 21121 i" 2-1tr 3-1ta• r 2a/r r 1 2.1/2- r 3.1/8' 7 0.49" o.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
_ Embednml#n 1974' 1.314- 7314' ts'd' 2• 1.114' 1-114'_ t-f/4' 1.114' 1.114' 1-174• r 1-are" Lata' vases ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors®4.76'Alln O.C. SlarAaN a Curet Clip(Fig,ty 300 lbs 3001M 450106 0901bs 1644 IDs 270 ms 2W Its 351 lbs 74016a 374166 664160 9461ts 331 Ns 44210- :6(t lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4Archds(+41.f5'Ritrt O.G.ISWWam(ar IXaeIj CUgg1g 231 480913 7001hs 111A tUA IIIA IIIA 380 its IIIA IUA HJA IUA IUA 682106 885926 11201h4 CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Arch-@-Inn.O.C.1(2)WAngle Cops I Mg.3y ISO Ibs 780 as Ee01bs 151,0166 1206106 540106 597105 N/A 760116 748106 BEO IM 1899Ib8 682Ibs 865Ibs f1201ta MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Amtass@O.dS•i4tn.O.C.I UE9p,Into.125!Num.fF134y JItA IUA IIIA IUA MA JUA IUA RIA 'IA IUA IUA IUA IUA tUA 107396 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Archon F{:9p(Flg.Sy 1951081951a 225106 445 irc 822 ix US IDS 140 IDS 177106 370166 187166 3321-3 473166 170106 221 roe 280166 ADDITIONAL ANCHOR OPTIONS FROM THE
2AMtm54 t.i51.117C.CIF-Cfi tR96y 240 lbs 350 ita RtA IUA IRA H. t9g ku UtA }i+A !UA tUA INA 3St @5 4421117 5N31103 ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCTREVISED
w lipswAhtluPLorfda
N1.000'�I uIldit(g tante ��••��...
cocptanceNo
FIGURE 1: FIGURE 2: TABLE NOTES: .1)ate /tea
( /
1)SEE SHEET 1 FOR INSTRUCTIONS AL USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ant! ado Pro�^�
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. '
17141 til/t/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3,125" %�� pNVLYNN
MV
FIGURE 3: �F
�7G
� .��•.-" '•-. ! �
3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ti���,• 4tCENSF ••,
. • • ' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. ?1�;' •,•Y�.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
ANGLE CLIP MUST 8E USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE 'S �
`� I•(=! ""I"I`Z..•• Q^
FIGURE Q: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM HALL BE 6 03-T5 AND BEA MIN MUMM OFE1P5' •-• TATEOF
7ATE'QF
1"X3,125'X.SMULLION ].
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT +'� •'•.�"I ORIOP••' ��.`
LEAST.125 (1'VF MULLION)'THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND :fisc ••......• `C?�
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. J:`t NAI E.o%'
A.LYIQWMIULL .P.E.
FL P.E.#68705
TABLE 6A • �
Mullion Capacity Table(lbsKe) �S "
Opening Width(for vartcelly-spanning mUllons)or Openln or rllnnlelyspannlrkJmUlons
501n 601n 701n 801n BO In 1001n 1201. 140 in 1601n p
Rmlangular T"Prrdeng. Rectergular TmplTdnng. Rectangular TraplTd.V. ReUangulnr Trep/Tdang• Rectangular Trep/itlan0• Rectangular M.pTdan, RmlanguW Trap/idang. yo
1%4 X.126 Loading Wo dreg Loafing Loadng Loadng Loadng Loadng Loafing Laading Loadng Loadng Lmdng Loading Loadng Loadng Loadng Loadrg Loadng c u�
Alum.Tuba F Rrg .Fg fig' '.. q' '.. &',, yFgl $',. '� fig' $', ' -',. '.. ,g fig' If .Z'Mullion 1S3 3 Na >:� b a$ �� a. >:� �� t:E a. a � .s� a� �� a� a b.G 10O.0 620 170.0 ISS 170.0 744 170.0 476 170.0 668 170.0 608 170.0 992 170.0 511 170.0 1116 170.0 52 1489 170.0 521 127.8 1188 170.0 521 J LLIn170.0 708 170,0 524 170.0 650 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 158. 11.7 1303 170.0 680 87.7 1303 170.0 68060.825In 1170.0 747 170.0 563 170.0 898 110.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 166.1 1235 170.0 747 140.5 1235 170.0 756 117.1 170.0 756 100.4 1235 170.0 768 87.6 1235 170.0 756 2 m
Co
64 in 170.0 797 170.0 612 170.0 058 170.0 691 170.0 1116 170.0 754 154.4 1168 170.0 803 137,2 1188 170.0 637 123.5 1158 170.0 858 1D2.9 1158 170.0 661 68.2 1168 170.0 881 77.2 1158 170.0 881 m O0 O
m
601n 170.0 885 170.0 701 166.7 1642 170.0 707 142.9 1042 161.1 832 125.1 1042 146.7 615 111.2 1042 130.8 601 100.0 1042 130.2 791 83.4 1042 125.1 702 71.5 1042 125.1 702 62.5 1042 125.1 782 F 40 J
831n 170.0 gag 170.0 745 151.2 292 163.6 618 129.6 992 144.4 789 113.4 D92 131.0 702 100.8 992 121.4 768 00.7 802 114.5 7511 75.6 992 108.4 745 84.8f72
108.0 744 56.7 912 IOU 744 J
7
11 In 165A 847 170.0 161 137.8 141 146.0 786 118.1 947 130.] 7111 101,4 047 117.7 752 91,8 841 108.7 136 1123 911 102.2 121 66.8 847 95.1 713 59.1 94.0 711 51,7 947 04.0 711 z U g m
721. 175.8 849 142.7 777 113.2 849 121.6 722 97.0 819 108.0 701 64.9 819 86.1 696 75.5 149 68.7 686 67.9 619 827 675 56.6 1149 75.7 659 46.6 72.5 652 42.5 848 72,4 651 W '9
76 in 115.5 762 120.7 665 96.3 762 1028 652 82.5 762 90.0 640 72.2 762 80.9 621 64.2 762 74.2 620 57.8 762 69.2 613 48.1 762 62.8 602 41.3 59.9 597 38.1 762 59.4 595 J ¢z
m Q J
E 781. 106.9 721 11tH 834 69.0 724 04.6 fi21 76.3 724 02.9 809 66.6 724 74A 599 69.4 726 88.1 591 63.! .2 51.3 587 33A 724 67.5 565 J < <
B 545 71.8 483 58.0 543 60,7 474 49.7 543 62.9 466 43.6 643 47,1 456 36.6 543 42.6 45 34.8 641 39.5 146 29.0 597 34.9 136 24 ZNIn 57 Ile 58.0 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31,a 478 34.8 400 20.6 25.6 380 17.9 478 24.2 376 ♦- LO" -0'90 (n N-9l0.3 377 411 341 33.5 377 34.6 335 28,8 371 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20.1 3T7 22.0 317 16.8 377 19.0 310 14.4 17.1 304 < o B
1111, M17,117,..�l 323 30,9 357 31.1 318 26.5 357 27.6 313 23,2 357 24A 309 20.8 357 22.0305 18.5 357 20.1 301 15.4 357 VA 294 V �120 in 270 24.5 308 25.1 274 21.0 306 21.7 270 16.3 306 18.2 287 16.3 ]OB 17.3 261x Q1441n IN Q O O
TABLE 68 _��<..Zm0 s.0
ANCHOR CAPACITY ADJUSTMENT FORMULA: €
Anchor Capacltv Table Iba IX'.2
ANCHOR CAP.,,o„,� _
9ubslrele: 2.7k Concrete 1.5k Cane. IloBgv CMU Filled CAWPT Wood Melel (DP-)X( )=ANCHOR CAP.,,,
5/18'Eko 174'S9 Ek.5118'Elco 1/4'S9 Eka 810 Steel 01281W Mattel
AneharCllpPatteme AnclrorT7pe: 7/I6'EkoUlbacon tN•EkoUluecm Ulvocon 3lt6•ElcoUlUacen 114•EkoUluecm Agg.G.tr Ultw.n Agg.Galar S-(G5)8craw(G9) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dlslame(In} I% 2-12• V 242' 3-16' 1• 242• 1' 2.12• 21 3.16• 2' 0.46• 0.54' oaz4• CAPACITY REQUIRED".CORRESPONDING TO AN
Embedment(m7 1-3/4• 1-3/4' 1.314' 1x14• T 14/4' 1.14• es ACTUAL PRESSURE REQUIREMENT FOR THE
2Ano .75'MI s Iba 270 Ibs 280lba 354 Ibs 740 Ibs 3741be 66416, 940 IM 341165 44216, 560 Ws ENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®2.25 Mln.O.C.I Standard(or06se1)C5p(Flg.3): 70016, 70015, 58016, MOM 9521bs WA 560 Ibs WA 63016, WA NO Ibs WA 6821bs 8851W 11201 ACITY(FROM THE TABLE)OF THE SELECTED
e A 2240 Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Andrea 42 3'Mia 0.0.1(2)2x5 Angle Clips/n.5): 790 Ibs 780 lb, 680 lbs 15801bs 10 6Ibs 54D Ws 56016, WA 760 lb, 74816, 880 Ibs 189215, 682 Ibs 045 Ibs 1120 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY
6ABhmQ 3'Min.0.0./(2)2x5Ar,gle Gips/(Fig.6): 11701bs 117010, 1o20I- 2J4D Ips 284416, 610 Ws 840lba NIA 1140lbs 11221ba 1320lba 293albs 10221w im
ADDITIONAL ANCHOR OPTIONS FROM THE
4 Ancmm®0.45'MN.O.C./Uglp,Inlo.12V Alum.(Fig,7C WA WA WA WA WA WA NIA WA WA WA WA WA WA ANCHOR CAPACITY TABLE. PRODUCT REVI3HD
2Ancbors®225'Min.O.CI FCllp(Fig.8Y.1 35016, 35015, 29016, 70516, 478 Wa WA 2801ba WA 315 Ws WA 44016, WA 341 Ibs u wmDA'U8 whL NaFlOrida
4 Amhom®1.15'Mln.O.CJ F-01p(Fg.9): 480 Ibs 7001bs WA WA NIA NIA 3BOIba WA NIA WA WA WA 682 Ibs Butldlag Cbtk ,^J
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -j 1.000' r-- Aa:eplmlca 11"4° (�y
ADtc
TABLE NOTES: - o Product Control
FIGURE 1: FIGURE 2: FIGURE 3: FIG RE 4: FIG E 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING HE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE
• • • • • • • • • • • 1
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. /
.......,
• • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• =Q�,. �1GENSF •,..P
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000' N0.56705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW -
FIGURE5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ OATEX-5
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '� ' 11
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125' D.c\'•. P ••\c\
,4OR10•,
• • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL i�S �G
ANGLE CLIP(FIGURES 5&6 MUST BE USED IN PAIRS. AND A36. LLL ANCSTUDSTO BE HORS INTO METAL HALL EXTEND AT LEAST NIMUM GRADE 33AND.045'THICK(18 9 SCREW THREADS BEYOND THE MATERIAL.STRUCTURAL STEEL TO BEAT •#101&KT S�/O'NAL'���`
912 ANCHORS INTO WOOD MAY BESTEEL,18-8 S.S.OR 410 S.S. 1•X4X.125' A.LYNN MIL A,P.E.
MULLION FL P.E.#58705
TABLE 7A ap n 3
Mullion CapacIty Table Ibs#t2
Opening Wldth(forwrlicalry-sparring mullions)orOparing n4ontaly-spa ^c
501n BO in 701n so 1. 901n lob In 1201n 1401n Main �{ •
1 x 4 X.376 Reclangular TreprIlderg. Rectangular Trap/rdarg. Rectangular Trop?dane. Recle�ular Traprldane. ReclaneWar TrepRdarg, lan lar 7rapRdan. R 118• RateneMar Trepfldarg. Reciengular Tre{YTdan9. �d 12
F
Loading Loading Loading Loading Loading Loa•ng Loading L-1129 Loading Loafing Loading oa ng Loading Loads 0 Lcading Loading Loading Loading o2��
Alum.Tuba
g„r, r p r r r r r r r �• r ,r3 [113
p F �^ r r r r r .r' �• r �• p r p r r �• r rl
Mullion all
C4
421. 170.D 620 170.0 435 178.0 744 170.0 476 170.0 868 170.0 608 170.0 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1715 170.0 521 170.0 1987 170.0 521461. 178.0 708 170.0 524 170.0 850 170.0 584 170.0 982 170.0 638 170.0 170.0 WI 170.0 1215 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 680 170.8 1983 170.8 680 151.8 2024 170.0 680 _60.625 In 170.0 747 170.0 563 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 170.0 727 170.0 1346 170.0 747 170.0 1494 170.8 756 170.8 1793 170.0 756 156.0 1918 170.0 766 136.5 1919 170.0 758 g Of N u)
7
541n 170.0 797 170.0 612 170.0 958 170.8 691 170.0 1116 170.8 754 170,0 1275 170.0 803 170.0 1414 170.0 837 170.0 1594 170.0 856 159.8 1799 170.0 881 137.1 1799 170.0 881 120.0 1799 170.0 881 m 0
M
Gain 170.0 885 170.0 701 170,0 1061 170.0 707 170.0 1248 170.0 678 170.0 1417 170.0 044 178.0 1594 170.0 998 155.5 1618 17D.0 1013 129.8 1619 170.0 1 D6 111,0 late 170.0 1063 87.2 1618 170.0 1063 F=-' (O J
63N 170.0 930 170.0 745 170.0 1116 170.0 050 170.0 1302 170.0 940 170.0 1469 170.0 10111 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.6 1642 168.5 1158 100.7 1542 187.9 1157 88.1 1542 167.8 1157 0
{
66 In 170.0 874 170.0 719 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 10(16 142.8 1472 168.8 1148 128.5 1472 155.8 1130 107,1 1472 147.8 1106 91.6 1472 146.0 1104 60.7 1472 146.0 1104 z (n
72111 170.0 1067 170.0 878 170.0 1275 170.0 1009 150.8 1128 166.2 1101 132.0 1720 149.9 1082 117.7 1320 177,8 1068 105.8 1720 126.8 1010 08.0 1320 117.0 1024 75.4 1720 112.8 1017 86.0 1320 112.6 1012 j Ua
J 76 in 170.0 1122 170.0 937 149.6 1184 159.4 1813 128.2 1184 139.9 9% 112.2 1184 125.7 919 99.7 1161 115,3 964 89.8 t184 107.5 052 74.8 1184 97.6 935 64.1 1184 93.1 927 68.1 11114 92.3 925 J U)8 u z
F 78111 168.1 1174 170.0 987[744.2
1124 147.0 865 118.8 1121 128.6 947 107.8 1124 115.6 971 82.7 1124 105.8 818 67.0 1124 96.5 908 69.2 1124 89.0 890 59.7 1121 84.3 081 61.9 1124 63.2 878 ¢ J
~ Q N O
108.1 814 111.5 7b0 844 9{.7 736 77.2 844 82.1 77A fi7.6 e{4 77.3 712 60.1 811 66.6 7 .0 844 61.4 693 45.0 78.8 844 50,0 GBB 73.8 844 47.7 662 Q 2 Z 0
961 09.1 742 11.5 667 742 77.2 652 63.6 742 67.2 641 55.7 742 59.6 631 49.5 742 64.1 6 M.5 742 49.8 614 37.1 712 47.0 71.9 742 79.8 590 27.8 742 JT.5 SB4 Ip" rbd01081n 62.6 686 63.0 530 568 61,8 521 44.7 686 46.6 517 39.1 S88 41.4 505 34.6 566 37.3 498 3. 21.8 481 22.3 588 28.8 472 10.6 588 24.7 4681111. 51.655558.6 603 555 49.5 495 41.2 655 42.9 487 38.0 555 38.0 480 32.0 $55 74.2 471 28.8 655 31.3 487 24.0 555 27.1 457 20,6 555 24.3 44118. 22.4 442LU x
1201. 15.6 476 48.{ 433 475 79,0 428 72.9 176 33.7 {20 29.5 476 29.0 414 25.3 {75 26.8 409 228 475 24.5 404 19.0 475 21.1 395 16.3 475 18.7 387 14.3 475 17.2 381 VUX1441. 26.4 330 26.7 306 . 330 72.4 301 1 18.0 1 330 19.3 287 16.6 330 17.0 293 d Z 0 0
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: €0 m�
Anchor Capacity Table b9 ANCHOR CAP.,,„,,,_ _ - t7 0-1��
8ubst.le: 2.7k Concfelo 3.5k Cono. Hollow CMU Filled CMU PTWood Metal (DP.,)X ANCHORCAP._
5118'Eko 114'88 Eko 5118•Eko i/4-88131c. #10 steel #1261M) #12 81091 (MULLION CAP.,p,,,,,,�
Anchor Clip Pattemg An[tar Type: 3116'Eko UlOacon 114'Eko IAUa[on Ulumon 3116'Eko Uluxon 174'Eko Ult-on AggmGakr Uiliacon AggreGelo( 9crow(G5)ScM(G5) BcfeW(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge(Nslonce(in): 1' 2.12' 1' 2-1f2- 3.118' 1' 2-12' 1' 2.12• 2' 3-118' 2' 0AW 0.54• 0.324CAPACITY REQUIRED'CORRESPONDING TO AN
Embed,nwt fn): 1.3/4' I-XV 1-3/4' 1.3/4' 2' 1-114' 1-1/4' 1.114' 1.114' 14/4' 1-114' 2' 17/8' fa76' Woos ACTUAL PRESSURE REQUIREMENT FOR THE
2 Ancnors®4.75' 1 landadd 00,e[Clip(Fig.162): 390 lbs 390lba 4501ba 990 lb. 1644 lbs 270 lbs 2BOlbs 354 Ibs 740 lbs 374 lba PENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors 482.25 Min.O.C.I SIaMard(or 06set)Clip(Fig.3): 700 ka loo lbs iba WA 880 IW WA 682 lbs 885 IM
-CAPACITY(FROM THE TABLE)OF THE SELECTED
MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Ar -@3•MIn.O.C.12)245 Angle aps/(Fig.S): 780 Ibs 78010s BBD Ibs t5601bs 1898Ibs SID lbs 6601ba WA 760lb, 748 lb, 680lbs 1892lbs 082 lbs 885lim CAPACITY WHICH MAY BE USED TO QUALIFY
6 Anchors®3'Min.O.C./(2)915 Angle Clips I(Fig.B): 17..s1170IM 1020 lba 2NOlbs 2044lbs BID Ibs 840 iba WA 1140lbs 1122 lb. 1320Ibs 28381m 1011@s 13271ba ADDITIONAL ANCHOR OPTIONS FROM THE
4A.h=-80.4VMin.O.C.fU4'21p,hu .125-Afum.(Fig•7): WA WA WA NIA WA WA WA WA WA WA WA WAWANIA ANCHOR CAPACITY TABLE. RODUCrRBV13ED
2Aratars®2.25'Min.O.C1FLUip(Fig.8r 350 lbs 3501bs 28016s 705 Ibs 470 lbs NIA 2B0lbs WA 315lbs WA 4401Ds WA 34110s 4421bs u#d�Qldcon �th•FIOft4 Anolum®1.15'Mln.O.C7 FCllp(FIB.9): 4801bs 700IM WA WA WA WA 3B0Ibs WA WA WA WA NIA 682 lb, 685Ib, Aundlas o& A .yti/
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. --1 1.062' f-- --j 1.000' (-�- - °n�a 'T CJ�-
We
TABLE NOTES: .4iernl ade Product Control
FIGURE 1: FIGURE 2: FIGURE 3: GURE 4: F URE 8: FIGURE 9: 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.
• • • • • • • • • • • • \\' ,(
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �1��O........ n.leeF'/��
�. F .�
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4,000' 4.000' _ /
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 1 7� No.58'/05
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
FIGURES: FIGURE6: FIGURE 7: -b ?Y'=
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND •, f,Z�j �S ([/;
• • • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.5 ASTM ALUMINUM
WOOD SHALL BE ;Q S 81-ATE F /1!
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE !��<(''•.ALORIDP•''G\���
6063-TS AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' .375' .375' �,S '••' ••'
THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125'THICK AND A36.ALL ANCHORS ,7ONAl-
7� �
ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 1'X 4'X.375' 1'X 4'X.375' r I 1 111
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYN�fuIILLER,P.E.
FL P.E.#68705
TABLE 8A A�h
Mullion Capacity Table Ibstft2
Opening Width(for ver8cally-span Ing mullions)or Opening Height(for hod'elegy-spandrg mUllons)
60 In 601n 701n 801. 001n fo In 1201n 1401. 180 In
RxWo.r TrapfTdeng. Reciengdar Tmpral RW.911eI Trap/Tdang. Reclengular Tmp/TdenB. Rectengr4ar TmprTdang. Rectangular Tmp[a1mg. Reclarguly TmpRda.g. RectengWer TmprTdang. RecfnngW TmpIrdang.
1.26"x sZ ax of
Loadlg Loading Loadn9 loading Loafing Loafing Loafing Loafing Loading Loading Lmdng Loadrg Lmdng Loadng Load-mg Loadng Lording Loading i
3.188"x
.266"Alum
Tube Mull ' , ., �, g " 8 � N
a a a a a s a 3 a s s� a s �a a s a< s
s� s$ s E ,e y e� me s sE ga m F
28 fi � a� 3 'g 9 In 8N WI
ate. � � 3i c. s� rc s 3:�, d� F� �� Z mea 1�--
421. 170.0 520 170.0 435 170.0 744 170.0 478 170.0 888 170.D 506 170.0 892 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 151.6 1769 170.0 521 O W
481n 170.0 708 1 170.0 524 17D.D 650 170.0 561 170.0 092 170.D 630 170.0 1133 170.0 681 170.0 1276 1 170.01 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1546 170.0 680 110.1 1648 170.0 660 Z
50-M 1. 170.0 747 170.0 563 17D.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 7345 170.0 747 167.0 1488 1 170.0 758 139.2 1468 170.0 750 1199 1468 170.0 756 104A 1168 170.0 756 U)
-3 0
64 in 17D.0 797 170.D 812 170.D 958 170.0 691 170.0 1116 170.0 754 170.0 1275 570.0 603 163.1 1318 170.0 837 146.8 1376 1 170.0 856 122.3 1376 170.0 861 104.8 1378 170.0 661 91.7 1178 170.0 881 m M
601n 170.0 685 170.0 701 170.0 1063 170.0 797 158.9 1156 170.0 878 139.0 1158 167.4 930 123.6 1158 158.6 910 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 005 60.5 1150 11{.8 905 W 40 J
J
671. 170.0 970 170.0 745 160.1 1051 170.0 850 137.2 1051 155.8 862 120.1 1051 112.0 MB 108.7 1051 132.3 877 86.1 1057 125.7 830 80.1 1051 119.5 822 88.6 1051 118.1 821 60.0 1051 118.1 021
6810 187.1 957 170.0 789 139.3 957 151.6 805 119.4 057 134.0 790 104.4 057 121.6 777 02.8 057 112.8 767 63.6 057 106.5 759 69.6 957 100.0 750 59.7 957 089 748 52.2 957 90.9 748 Z
c 721n 128.7 804 1352 608 107.3 804 115.2 684 01.9 804 101.3 671 80.4 804 91.4 660 71.5 904 04.1 650 64.4 SW 70.11 643 53.6 804 72.3 633 46,D 804 69.9 629 40.2 604 69.8 628 2 j W
781n 109.4 722 114.4 630 912 722 872 618 78.2 722 65.3 606 60.4 17n76.7 506 80.8 722 70.3 588 54.7 722 65.5 580 45.8 772 59.5 570 39.1 722 56.7 665 34.2 722 56.2 561
Q cT
M 781n 101.2 685 $39.0323
64.4 885 89.8 588 72.3 685 78.5 5T7 63.3 70.5 698 562 685 64.5 We 50.6 685 80.1 553 42.2 685 54.3 543 36.2 685 51.4 537 31.8 685 50.7 536 N r 90 In BS.B 515 64.8 515 57.5 449 47.1 515 50.1 441 41.2 44.7 434 36.0 515 40.6 426 33.0 516 37.4 422 27.5 515 33.1 413 23.5 $15 30.5 407 20.8 515 29.1 104 QZ `Q N O
J( Z r
961n 64.3 453 45.3 453 47.1 397 38.8 453 419 391 37.9 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 18.1 453 21.3 360 17.0 153 229 35fi U) W p0108 N 30.1 3581 31.8 758 32.8 316 27.2 355 26.4 313 23.8 262 308 21.2 358 22.7 304 18.1 358 20.8 300 15.9 358 18.0 293
I ti In 35.1 338 29.3 338 30.1 301 25.1 338 28.1 297 22.0 23.2 293 10.5 338 20.9 269 17.6 338 10.1 285 x o�o�
1201n 27.8 290 27.2 290 23.8 260 19.9 290 20.8 256 f7A 290 18.2 253 15.04 290 18A 2049 18.1 201 Q c' Z O O
TABLE 8B �O
ANCHOR CAPACITY ADJUSTMENT FORMULA:
AnchorCe aci Tablejibs) ANCHOR CAP.,,„,,,_
SuWmW 2.7k CDmrde 3.5k Cmc. HUI-CldU F10ed CSIU PTWnod MCI.[ (D-)X( )=ANCHOR CAP.,,,
fY15 Elm 114'SSEko&WEko 114'SSEICD 010sled n12Slce1 012SN91 MULLION CAP.,.,,,,,,,
AnchorCLip Patterns Ancnor type 3'IB'Elce Unram t14'Ekoullmcon ulimcm yf6'ElcouBmcm 114•EkoUl(mcon AggeGalor ullmcm A99 screw(G5)Screa(G5) SCrak(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge I7starxe on) 1- 2-712' 1 1• I 2-1/Z 3418' I' 2-112' 1' 2-V2' 2 3.1/6• 2 0.48' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
EmbeonCnl n 7814' 134' 1x14' 134' 2' 1-U4' 1-114'__1.114" 1.114• 1-1/4' 1414' 2' 1-310' 1&8' vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Arlchon Q 4.75/din O.C./Standard or O6et Clip Og.1)'. 300 lbs 300 MG 450 816 m01bs 16411bs 2101bs 280109 354 Ibs 740lbs 374106 661 im w5 Ws 311IDS 4421bs 660 its OPENING,WHEN IT IS LOWER THAN THE MULUON
4Amhom @ 1.15•Min O.C./SlmMfd(a Ortel)Up(lg 2) 480 Ibs 700 it. IIIA IUA IIIA II/A 380109 NIA IUA NIA IUA IPA 6521bs 885Ibs 112D IDS CAPACITY(FROM THE TABLE)OF THE SELECTED
4ADCtp @3'Min.O.C.1(2)2'15Angle Clips I(ft 3) 780 lbs 780 Its 680lbs 15M Ibs 1fCi lbs 5101bS 660 WS NIA 760lbs L48 IB
8801M 1892 gx 6821bs 8951bs 1120105 MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Arc Mm Q 0AY MIn.O.C.I UCep,Int0.125 Alum.(Fig.4) 11/A IUA IUA IUA IUA NIA WA IIIA IUA NIA IUA IUA NIA IUA 14301b3 CAPACITY WHICH MAY BE USED TO QUALIFY
IA. r/FCBp(Flg 5$ 195106 103106 225IG5 445 Im 622165 135Ws 140 Me 1771Ds 3701b5 1B7 lbs 332 ms 473 Me 170 mt 2211bs 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE
2AMtgz®1.15'IAIn O.CJ F-C9 g. 210106 330 IOs tl/A WA IIIA N/A 180 ka NIA IUA IIIA IUA IUA 311104 dd21m 5601tA ANCHOR CAPACITY TABLE. PRODUCE R$V18BU
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. OuOdingODdo Plodda
FIGURE I: FIGURE2: F--1.250'-'i Aoa'Ptm4coHo ��
TABLE NOTES:
• • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION N ami ade Product Conir0l
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. N N JJ7
FIGURE 3: ,�� �1,ON,.LYLY
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' Or-
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �'• 'P
CLIP MUSTSHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265, 1 =i '•}� i
BE USEDNo.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
FIGURE 6: r J (! C
FIGURE 4: FIGURE 5: '� •'• ` ��t�J ([lam
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE FYY
6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND OT'., S Al=O- ,•�(V`
•.�'t OR1Dl`. \��
.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT LEAST (1.1/4'VF MULLION) ON
.125'THICK AND A38.ALL 1.25'X 3.188'X.265'MULLIi�i4 „•„ G
• 'SL C�\`�
UL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 7
00 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.//If%NI 4LeR,P.E.
e
FL P.E.#58705
TABLE 9A
o �'
Mullion Capacity Table(Ibe/fl2) }}�;��� ac
Opening Width(for vertloally-spanning mugons)or Opening Height(for hodeonlaP/-apemfng mullions) 2j re
50 N 60 in 701. eo In 80 in t001n 1201n MO In 160 in (355+
Raalanwlar Top(Mang. Reclangular Rap/rdeng. R"I"e"ar Tre Aging. R.I. lar TraplTsk19. Ra.1an lar Ta A. Raatanwlar Tra
1.26 X 3.26 P'T ngu w pIT ng. p/Tdang. Rectangular Tnp?Aang. Ralenwlar Top/TAan9. Rectangular Taprldeng, d a�...
k.108 Loading Loading Loadllg Lading Loading Loafing Loafing La. Loadag Loadn9 Ln"g taading Loading Loading Loading Loading Loading L.dng by cc W
Alum,Tuba F gDK _
Mullion Q � Q? U I I I 1 Q 9 B tl � Q � Q � � � ` ` O U N
z � m
421n 170.0 620 170.0 435 170.0 741 170.0 478 170.0 BBB 170.0 608 170.0 892 IT0.0 519 170.0 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 170.0 521 109.5 1110 170.0 521 9S.8 1118 170.0 521 0 f-•
481n 170.0 708 170.0 524 170.0 850 170.0 684 ISM W. 170.0 830 146.7 876 170.0 661 130.4 978 170.0 677 IITA 978 110.0 680 97.8 978 170.0 680 83.8 878 110.0 680 73.3 978 t70.0 680 J W
50.825 In 170.0 747 170.0 567 170.0 Me 110.0 631 150.7 927 170.0 684 131.9 927 103.5 708 117.2 927 159.1 699 105.5 827 168.3 698 B7,B 927 158.3 ell 75.4 921 156.3 695 65.9 927 15 a.] 695 Z
9
54 In 170.0 797 170.0 612 154.5 889 170.0 881 132.5 869 153.8 883 115.8 B89 141.6 669 103.0 669 134.0 660 92.7 689 129.8 BSi 77.3 669 129.6 692 66.2 669 129.8 652 57.8 869 128.8 652 LU O
60 N 1432 746 153.8 674 119.4 748 132.3 620 102.3 746 177.6 608 89.5 748 101.9 599 79.6 746 101.0 592 71.6 746 95.8 587 59.7 748 83.3 583 51.2 746 93.3 5a3 44.9 746 93.3 583 m C3
(� m
67N 123.7 817 132.0 671 1011 677 113.2 568 98.1 671 100.4 555 77.3 an 91.4 548 68.7 077 e5.2 639 61.9 B77 81.0 $34 51.8 877 77.0 529 44.2 677 78.7 629 38.7 617 78.7 529
60 fn 107.8 617 114.1 630 89.7 fill 87.8 SIB 70.9 617 80.3 509 67.7 617 78.3 500 69.8 611 72.6 481 53.8 617 88.7 489 44.8 817 64.{ 483 36.4 617 63.7 461 33.6 617 63.7 482
W -1
a
72In 82.9 818 67.1 450 69.1 518 7/,2 440 59.2 518 85.2 472 51.8 518 68.6 425 48.1 518 54.2 419 41.4 519 50.7 414 34.5 516 46.6 408 28.6 518 45.0 406 25.9 618 46.0 406 = m
Z
J 2?
761n 70.6 465 13.7 406 58.7 48S 62.6 398 50.3 495 54.9 390 N.1 465 49.4 384 39.2 465 45.3 378 35.2 685 42.2 774 28.6 485 38.3 387 25.2 465 36.5 381 22.0 465 38.2 383
]BN 65,2 111 68.0 387 64.J 111 67.7 JI9 46.6 411 50.6 372 10.8 441 /5.4 768 ]6.2 141 41.8 580 32.9 411 38.7 756 27.2 141 Jl8 349 73.7 4/1 33.1 3/9 20.4 ddl 32.7 315 J gZ
BO in 12.d 732 13.8 295 35.{ 332 37.0 289 30.3 732 32.3 281 28.6 332 28.6 280 23.6 732 261 216 21.2 332 2d.1 272 17.7 332 21.3 766 15.2 372 18.6 262 13.3 3J2 16.7 260 Q
Be In 35.0 291 75.8 280 29.1 291 30.3 256 25.0 281 28.4 252 21.9 291 23.5 248 19.4 291 21.7 241 17,5 281 19.5 241 14.8 211 17.1 236 12.5 281 16.8 232 j Q p
108 in 24.e 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 16.2 198 a N
H x Z ..O
111h 22.6 218 23.1 187 IB.B 218 19.4 184 18.2 218 18.8 181 14.1 218 H.9 188 n�
(D N o �-
120 in 17.8 187 18.2 170 14.8 187 15.3 167 W M
of x 4n (n
FL In
V N aO O
TABLE 9B g n� Z m0 s.0
Anchor Capacity Table(Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: ., 52 �go
Substrele: 2.71,Conmat0 3.5k Caro. HaBa77 CAW F111M CMU PT Wood Metal
(DP)X )=ANCHOR CAP.u,
5/18'St. 111'SS Elco VIS-Eim 114'SS Eleo g10 Slcci U12 Sleet 012 Steel
Anchor CII PaltennB Anclwr Type: Y165 Elm Uilracon 114'Ek.UlBecon Ullracan 3/16'Elco Moon 114'Elm Ullramn AggleGala Uluaon ABgreOelor 6crew(GS)Screw(GS) Screwted
p USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge 0151e11ce(1n): 1• 2-112' 1• 2-717 3-118• 1' 2-112' 1' 2-112' 2' 34184 2' 0.46• 0.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment 8n): 1-34' 1-314' 1.3'4' ta14' 2' 1.114' 1-114' 1-1/4' 1-1/4• 1414• 1.114' 2' 1a/8• J.W wrks AC TU AL PRESSURE REQUIREMENT FOR THE
2 Anelwm@4.75•Min.O.C./Standaid"Offset CIO(Fig.1r 390 Ibs 360 Ibs 450 Ibs 8901bs 1654@, 270@, 280 n1 35416, 74016. 37416, 684 Ib. 94616. 341 11i 442 Ibs 5601ta OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Auh-@ 1.15-hiin.O.C./Slandard("Oftel)Olp(Fig.2r 48016. 70010. WA WA NIA WA 38016, WA WA WA WA WA 682 Ibs 895 IW 1120 @s CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchona@3'MIn.O.C./(2)2:5 Angle Alps/(Fig.3): 780 Ibs 780 Ibs 6B0 ibs 1560@s 18%IM 510W 56016. WA 780 ft 74616, 88016e 1892 Ito 662 Ibs 88516. 11201es MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 AWhore @0.64'MN.O.C.IU alp,Into.100'Alum.(Fig.4r1 WA WA WA WA NIA WA WA WA N/A WA WA WA WA WA 95016, CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor/Fglp(Fig.5): 195@, 1951b, 2251os 44516, 6221ba 135 Big 140IDs 177Ibs 370 it. 167 lbs 332 Its 4731bs 170lbs 221169 28016. ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors @ 1.15'hila O.CI F-Olp(FI9.er 240 1b, 350 1b, WA WA N/A WA 79016. WA WA WA WA WA 341 Its 44i ba 56016, ANCHOR CAPACITY TABLE. 11ODUL-f REVISED
complying with the Floride
ulldlny Colic --
clxpfaaa6No ,01
FIGURE 1: FIGURE 2: TABLE NOTES: -1.250' D
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Aiaml ado Product Cawrai
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
11111117
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. L1'f\hV
FIGURE 3: `� ,�,Ot L.).,.,,
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' P••,.• �(CENsF F.Q
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = ' 140.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = /�
FIGURE 4: FIGURE 5: FIGURE B:
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100• -'O
�'•• S�AZ b�lj•;�CC/L(/�
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 11
• 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND I '\ FC GRID P.•'• \��
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ' CCS ••...... �C�
O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'MULLION 100• i7 75�O �C
NAI_
• #10 8 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.L[ A.ONN MIL ILE ,P.E.
FL P.E.#58705
TABLE 10A ® n A 9
Mullion Capacity Table pbsltt3)
Opening Width(forveRicelty-spanning mullons)orOpening Helght(fbrhodzonta11yspennilg mdlions)
501. 601n To in BO in 90 in 1001. 1201. 1401n %Din
Ild'a
Rectangular TrepTriang. Ractongdar Taapl7dang. Rectangular Trapfdang. Ractangular TrepTdang, Rectanlar D.pffe.ng Rectangular Trap'fdang. Rectangular TrepTdang. Rsclangular LapTriang. RectangUar TrapTrimg. w
126 N 316 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lolding Loading Loading Loading LoaFn9 Loading Loading
x.624 oY Z v
Alum.Tube ,. 9 5`. -5 .4 .F .0 ..
Mullion o oS 3 �€ u�, A q1) o Uc a �s n �€ o I€ c ak n� $ n€ �€ ��. a �€ nS 8 N
cv e u v u a u u u si v u' u o v v u v u u" v i) v e o u" o m
=5 € s 3v�
Oma
42 In 170.0 610 173.0 435 170.0 744 170.0 478 170.0 068 170.0 606 170.0 992 170.0 619 110.0 1116 170.0 521 110.0 1240 170.0 521 170.0 1488 170.0 521 VOA 1735 170.0 621 170.0 1983 170.0 621 J W
481. 170.0 708 170.0 524 170.0 650 17C.0 SM 170.0 992 1700 630 170.0 1133 170.0 661 110.0 1275 170.0 677 170.0 1417 170.0 CEO 170.0 1700 170.0 680 169.7 1919 170.0 600 148.5 1919 170.0 680 _
50.625 in 170.0 747 170.0 563 170.0 896 110.0 631 110.0 1046 170.0 584 170.0 1195 110.0 723 170.0 1345 170.0 747 170.0 1494 110.0 756 170.0 1793 170.0 756 152.5 1877 170.0 756 1315 1877 170.0 756 � of a U)
CD
641n 173.0 797 170.0 612 170.0 966 110.0 691 110.0 1116 WOO 754 170.0 1275 170.0 603 VILE 1434 170.1) 837 170.0 1594 170.0 656 156.4 1759 1700 861 134.1 1769 170.0 661 117.3 1759 170.0 861 W C>
m
50 in 170.0 885 110.0 701 170.0 1063 170.0 797 170.0 1240 170.0 076 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1037 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 H V (0 U)
{ 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 126.3 1370 164.0 1082 101.4 1370 155.9 1072 09.5 1370 155.3 1070 78.3 1370 155.3 1010 - d
ya
66 In 110.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 1362 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 989 90.6 1240 130.4 978 77.8 1248 129.0 976 68.1 1248 129.0 976 Z �1 2
m
J 72 in 167.8 1049 170.0 876 139.9 1049 150.2 892 119.9 1019 132.1 875 104.9 1649 119.1 060 93.2 1049 109.7 848 83.9 1049 1027 838 69.9 1049 94.3 025 59.9 1049 91.2 820 52.4 1619 91.1 820 J
0 76 in 142.7 941 749.1 Bt2 118.9 341 1260 805 101.9 941 111.2 791 89.2 941 100.0 777 79.3 941 91.7 766 71.4 941 65.5 757 59.5 941 77.6 741 61.0 941 74.0 777 d46 941 73.3 736 J s`tW
Z
g 7a in 132.0 894 137.6 783 110.0 894 116.9 767 94.3 894 102A 753 82.5 691 91.9 740 73.3 894 81.1 730 66.0 094 78.3 721 55.0 894 70.7 707 47.1 891 61.0 lot 41.3 em 66.1 69B Q 7
91)1. 86.9 611 08.7 596 71.6 671 74.9 $85 61.4 671 65.3 575 67.7 671 58.2 566 47,7 671 529 SSB 47.0 671 48.8 561 35.8 671 43.1 539 ]0.7 671 J9.T 571 26.9' 671 37.9 526 Z CR Q 0) 0
N
96 in 70.0 S90 72.8 527 69.0 590 61.4 618 59.6 S90 63.4 509 dd.7 590 41.5 502 79.7 590 d3.0 191 35.d 590 39.6 488 29.5 590 11.7 477 25.3 590 31.6 469 22.1 590 29.8 461 {Q-' xZ ..O
108 In 49.7 466 50.8 421 41A 466 42.8 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 166 29.7 396 24.9 466 27,1 391 20.7 466 23.5 302 17.8 466 212 375 15.5 4GG 19.6 370 U) Lr) 00�,-
04 o 0
III In 45.0 441 46.7 400 36.2 441 39.3 393 32.7 441 34.1 387 28.6 Nf 30.2 382 25A 441 27.2 376 22.9 441 24.9 372 19.1 441 21.5 363 160 441 19.3 3S6 14.3 441 17.3 3S1 W (M
1201. 36.] 370 36.9 314 ]0.2 378 31.0 339 25.9 378 26.8 334 22.7 370 27.7 329 20.1 378 21.3 325 18.1 376 19.5 321 15.1 378 15.7 314 x x
141 in 21.0 U 262 21.2 242 17.5 262 11.1 239 15.0 262 15.3 235 u) Q
Qa=� Z (n UU))
8 mO
TABLE 10 s0
ANCHOR CAPACITY ADJUSTMENT FORMULA: -§ It
AnchorCepacity Table(lbs) 2r a'
ANCHOR CAP.,,,,,,,,,, o a9a o a
SuOslmle 2.7k Commie 3.5kCmc. HOCOW WU Fined Cl9U PT Wood A1Ldd (OP,)X( )=ANCHOR CAP.,,,
916 Elco UI'SS
Etc 916 Eko IWSSElco NIDSted 012SICel 01251.1 MULLION CAP.,w,,,,,
AnchorCllp Polleme Mafia type &1E EkoUnrsm 1/41Eko Wlmcon unmcon 9tE Elco Unracm tl4'EkoUnracon ApgeGdor Unmcm AggroGdor Sct (G5)Strom(G5) SCm(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge t7slame On)
1' 2412' 1' 2-112' 3-118' 1' 2-1/2' V 2.11T 2- 3418' 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
EmOeQneni n 1374' 1fl14' 1314' 13'4' 2' 1-114' t414' 14/4' 1-V4' 1-114' 1-114' 2' 1.3'8' tale' vwes ACTUAL PRESSURE REQUIREMENT FOR THE
2Anc"@ 4.7E Ann O.C.I Standard a OOsel Cep(Flg.1) 300 WS 3901bs 450 IDS CEO IDs 1644 los 2701os 280165 55110, 74010, 3740, 664109 946164 341 los 442 Ns 1560106 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchors®1.15-MIn O.C./Stmoard(of Oftel)Clip ng 2) 480 los 700 lb, NIA ILIA !VA IIIA 380106 IIIA ILA NIA IUA IUA 6B2 lbs 8850, 113106 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arclpn®3'IAIn.O.C.I M 245AngleCOp5!(R9,3) 783 lbs 780 lbs 600 lbs 1560 lbs 18860, SIOlo$ 6fD 169 IIIA 76OIt6 748 los &so Im 1892 to$ 682 ms 865Ibs 1123M MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Anctors®0.61'141n.0.C.I UCgp,In10,100'Alum.(P1g 4) IIIA ILA IIIA IUA IUA IIIA IUA IUA ILA IIIA ILIA IUA NIA ILIA 950116 CAPACITY WHICH MAY BE USED TO QUALIFY
1 AMWI FClip 09-'`'}' 1050$ 16610, 225 ms 445 ft 872 Ms 1351Ds 1401M 177 loS 370165 18
710s 3321m 4i lbs VO lbs zzl its leo lm ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ana9ars @ 1.15 IAln O.CI FCB 0 211)ms 3:011, H/A IUA NIA NIA 1901 NIA IUA N1A IUA IUA 3/10, 442109 1601bs ANCHOR CAPACITY TABLE. PRODUCTREVISED
wtry91yln8'whh Ute Plaride
u8dlog Godo •0
cap7m(w No
FIGURE 1: FIGURE 2: TABLE NOTES: 1.250'
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION rtlam11J0Ot YrOdlrcl CO,;trr.
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
L1111111//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE. �\ tJ`(L N 4,
FIGURE 3: 3.250' `����0•�10ENSF•'(�Fafs
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
FOBE USED SHOWN ON SHEETS 21-23.FIGURES SHDW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58706 •x
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - _
FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL 624, •'•, / 2-`I S
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE STATE OF
• 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ��T�•'••.F[ORIDP;..•'G\`�
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL i�Sas •••' N���
p ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25-X.624'
410&412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A. WHILE P.E.
FL P.E.4 58705
TABLE 11A _
®40 H n
Mulllon Capacity Table(IbelfP) r T
Opening Width(forvodicaYyspanning mUlloll6)orOpening Height(forhodzolteA3kpenrdng mUlioll9) 231'�+%�
50 in 60 in 7 I 801. 90 in 1001. 120 In 140 in 160 in
1.26 x 394 Redanguter T,.g long. Racl.ngular TmpfWng. 11W.gWar Trapfrnang. Reclangula7 T3apTd%g. Rectangular Trap/rdang. Rocl.ngutar TmpTdmig. Rect.agular Tmpridang. R.e1mgular Taap4dang. Rectangular Tuprrriang.
LLY K
Loading Loading loading laaGng LoedBg leading toedmg loed�ng loadiig Loading LOaOing Loading Lo.14,9 loading Loading Loafing Loading Laeding oZ ;
x.624
Alum.TuAl
LO
h .v$€ �� • v u' v v e .u` u' v o il `� o u . is g, o u-. is 'afii r, u .0��•�� buE' �`'a9 u�''� ud¢` .i�gs @ .iF�s
ZO 0n4Ua3
` B
r'� .-1
$ es1 �Mulllon e
a 0-
421n
421n [D
wN
170.0 620 170.0 435 170.0 744 170.0 476 170.0 860 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521170.0 1735 170.0 521 170.0 1983 170.0 521
481. 170.0 708 170.0 524 170.0 650 110.0 661 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 air 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 660 170.0 2267 170.0 660 J W
50.625 in 170.0 747 170.0 563 1 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 741 170.0 1494 170.0. 766 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756
641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 75d 170.0 1275 170.0 003 170.0 1434 170.0 677 170.0 1541 110.0 856 170.0 1913 fI0.0 861 Vat 2231 170.0 861 1fi0.2 2d03 170.0 661 111 0
m
60 in 170.0 885 170.0 701 170.0 1063 170.0 791 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 110.0 996 170.0 IT71 170.0 1033 110.0 2125 170.0 1063 1483 2163 170.0 1063 129.8 2163 170.0 1063 I=-' V V) J
631. 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 910 170.0 1400 170.0 1015 170.0 1673 170.0 1016 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1111 LU
661n 170A 974 170.0 789 170.0 1169 INA 903 INA 1364 170.0 1002 170.0 1556 110.0 1086 170.0 1753 170.0 1155 170.0 1946 170.0 1210 147.0 1966 1711.0 1275 122.6 1966 170.0 1286 101.2 1966 170.0 1266 Z
721n 170.0 1067 170.0 670 170.0 1275 110.0 1009 110.0 1480 170A 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 130.7 1711 169.8 1386 115.6 1734 155.9 1361 99.1 1734 160A 1352 86.7 1734 150.2 1352 2
0 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 169.5 1556 170.0 1209 147.d 1556 165.2 1205 131.1 1556 151.5 1266 117.9 1556 141.3 1251 99.3 1556 128.3 1229 84.2 1556 122.3 1219 73.7 1556 121.2 1216 o O Z
J
g 701. 170.0 1151 170.0 367 VGA 1381 170.0 1115 155.9 1471 169.3 1245 136A 1477 152.0 1224 121.2 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 17.9 1477 110.8 1153 60.2 1477 109.3 1154 Q �, �•
Ulm 142.0 1110 14fi.5 986 110.d 1110 123.9 960 101.5 1110 107.9 951 88.8 1110 96.3 936 76.9 1110 87.6 922 7f.0 1110 00.7 910 662 1110 71.7 891 50.7 1110 65.6 878 44.4 1110 62.1 870 Z (Np Q O3 O
96 in 117.0 975 120.7 072 975 975 101.5 856 B3.6 975 88.3 842 73.2 975 70.5 829 65.0 975 71.2 617 56.5 975 GSA 007 48.6 975 57.4 769 41.81 975 52.3 77fi 36.6 976 49.3 767 < x Z
108 in 322 771 84.0 696 66.5 771 70.7 605 69.7 771 61.3 674 51.4 771 54.3 664 46.7 771 49.0 65S 41.1 771 44.9. 647 11.3 771 38.9 632 29.4 T71 35.0 621 25.7 771 32.1 612 (n S3i BO Q
11fin 75.7 730 T7.3 661 63.1 730 65.0 650 54.1 730 56.3 640 47A 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1' 614 31.5 730 35.6 600 27.0 770 31.9 589 13.7 130 79.5 581 W uS
120 in 59.9 624 61.0 569 49.9 624 61.2 560 42.8 62A 44.3 552 37.5 624 36.2 '544 13.3 62d 35.3 537 30.0 614 Oi
32.1 571 25.0 621 27.7 519 21.4 624 2d.6 509 16.7 fi14 22.5 501 Q' x
17
tdd in 31.7 433 35.1 400 26.9 137 29A 395 24.6 d3] 25.4 790 21.7 133 71.4 ]815 18.3 473 20.0 381 17.7 433 18.2 376 U (V Q
OL ZE-3 m 0 O
TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: IY md.
AnchorCapaclty Table(Ibs) ANCHOR CAP.,,u,,.-.
subatr4te z.7x lxrcrete s.6xcmc. xalmr alu Fated c5fu yr woad Ia6Ia (DP,,,)X( )=ANCHORCAP.,,,
diG Elco 114'SS Ek0 5016'Elco 14'SS Elro
H
g12SleAl 611 Steel MULLION CAP.,,.,,,_
AnchorCllp Patterns 0x.00 type yIC EIco uOaon t14'Eko Unracon Un.
&te Elco unram 1/4'EkoUiVacOn AggmGal r ullracon AggnOator Scrnr 035) Screx(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Olstarxe on) 1' 2-117 1' 2.712• 3.118' 1' 2.112' V 2-1r r 3176' 2• 8.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
F4nKOn6nl n 1014' 1304' 1314' 10'4' 2' 1-114' 1414' 1414- 1-114' 1414' 1.114' 7 1318' ACTUAL PRESSURE REQUIREMENT FOR THE
2Aneh]I9@4.75't.ORO.C.IStarldaldUr OrselCllp(R0.1)' 390 Ibs 390On 45010s 8490 IM 1644109 270105 280 an 35I IM 740119 37410. 664109 946119 442176 560 N6 OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arxt.s@1.15'L11nO.C.ISIm)Wrd(crCIMt)Ctp(FIg 2) 4801os 700 iM r11A IUA IIIA IIIA 380lbs WA IUA IIIA IUA WA 8851ts 1120tis CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amom Q3'1Am.O.C.1(1)a5 Angle Clips I Ong.3) 7001os 71101bs 660 lbs 15M Ra 18%ins 540Ins 553 Ila NIA MOWS 748109 6601x6 1092 Its 885108 11201cs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anctom®0.641MIn.O.C.I UCflp,Into.100•Alum.f�iB.4)' IIIA IUA NIA IUA NIA WA IUA WA IUA IIIA IUA IUA IUA 1267109 CAPACITY WHICH MAY BE USED TO QUALIFY
1 Amhxl FC6p(T4g.SX195los195109 225109 446109 022109 1351DS 140105 177 Ins 37otbs 187IM 3321DS 473IM 221 Ibe 280109 ADDITIONAL ANCHOR OPTIONS FROM THE
2 Antra 0 1.15'MIR O.0/FC6p(Rg 6)' 240109 310109 IUA IUA N/A IUA 1170109 117.0 WA NIA IUA IUA 311109 442109 560109 ANCHOR CAPACITY TABLE. PRODUCTRBVISED
n.comiil ft w fth the Florida
Building Ooda �y-
1.250' Aomptmw No
fly
FIGURE 1: FIGURE 2: TABLE NOTES: 13mast(,omil-c
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iarN odea--control
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `1i I i I I I I I!17j1j
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. \�� Q ,.. ...•.,•z(
FIGURE 3: ��;'�\CENSF '•.F�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94" •t; �c
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.56705 '
• F BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ti
IN PAIRS. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -D •.
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL S ATE O
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEO Z�
624' : '\ '•.,FCOftio.."'
� • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ( %�� C\
o e .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. S/ON A�,
71j11 I I I l I 1 r 111``
#10&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.04'X.624' A.LYNN MILLER,P.E.
MULLION FL P.E.#56705
TABLE12A
Mullion Capacity Table Ibef e
Opening Width(for%ertically-spunri g mUllons)or Opening Height(far hollzontely-sparring mullions)
5 I 60 In 701. 601. 801n 1001n 1201n 1401. 1601n y�7kr`
42�N O
Rectangular TreprTAarg. R4ctengidar Trap/iHeng. Reclangulu hapRdeng. Reelan9,lor TmpTAeng. Rectangl,la TropRAang. Reclang,4ar 71apRAang. Rectangular Trep/Tlleng. Raelangetar TrapRda*g. Reclenguler TmpRAeng. iSL
2 x 4 x.26 Loading Loading Loafing Loading Loading Loedng Loading ad.0 Loading Loedng Loadng Loading Loading Loading Loadng Loading Loading Loading yg
Mullion
s� s a A 13
IS 5 8 1,� 5�' b- 5 b. & LT D � tse 5� Is. &� b1 5� Is fi 8 s¢' a 5� 1S. $� I,
sem. 1 13 J�
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1210 1170.0 521 170.0 14881 170.0 621 170.0 1735 170.0 52t 170.01 1903 170,0 521 H
481. 170.0 708 170.0 524 170.0 850 170.0 5844 170.0 892 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 1417 170.0 660 170.0 1700 170.0 680 170.0 19M 170.0 680 170.0 2287 170.0 680 '""1j W
60.676 In 170.0 747 170.0 563 170.0 696 170.0 831 170.0 1046 170.0 684 170.0 1195-1-1-70.01 723 170.0 1345 170.0 747 170.0 1484 ,170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 756 _
54 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1584 170.0 656 170.0 1913 170.0 661 170.0 2271 170.0 861 170.0 2550 170.0 861 11J O B
60 in 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1117 170.0 944 170.0 1594 170.0 886 170.0 1771 ,170.0 1031 170.0 2125 170.0 1063 170.0 2478 170.0 1067 160.8 26W 170.0 1063 C J
Win 170.0 830 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1486 170.0 1015 170.0 1673 170.0 1070 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.9 2553 170.0 1171
681, 170.0 971 170.0 709 170.0 1169 170.0 903 170.0 1764 170.0 1002 170.0 1550 170.0 1006 170.0 1753 170.0 1165 170.0 1810 170.0 1210 170.0 2338 170.0 1215 151.9 2437 170,0 1288 132.8 2137 170.0 1285
721n 170.0 ID63 170,0 878 170,0 1276 170.0 ON 170.0 1488 170,0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1528 109.2 2164 170.0 1530 ?
U {p7s
761. 170.0 1122 170.0 037 170.0 1318 170.0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1372 165.1 1960 170.0 1121 148.0 1960 170.0 1605 123.6 1960 181.8 1518 108.1 3860 151.0 1576 92.0 1860 152.7 1531 d uo 4Z
.F 781. 170.0 1157 170.0 967 170.0 1381 170.0 1118 170.0 1611 170.0 7250 170.0 1812 170.0 1369 152.7 1861 170,0 1474 137.1 1861 103.1 1600 111.5 1881 147.3 1473 08.2 1861 179.8 1458 85,9 1881 137.6 1454 Q 5 666 rc�
Is In 170.0 1328 170.0 1144 149.1 1398 156.0 1218 127.8 1398 136.0 1198 111.8 1398 121.3 1178 99.4 1398 110.2 7762 69.5 1398 101.8 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1398 76.9 1096 H J
Z Q N O
eb in 117.4 1229 151.5 1098 122.8 1228 127.0 1079 105.3 1229 111.2 1061 92. 1228 98.9 1014 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.1 1229 72.2 883 62.7 1229 65.9 977 46.7 1229 62.1 Bel
106 in 103.5 871 105.618-327a.5
071 89.0 862 74.0 871 77.2 819 64.7 071 68.4 837 57.5 971 61.8 825 51,6 971 56.5 816 47.44 971 19.0 708 37.0 871 44.0 782 32.4 971 40.8 771 fn u �cr
III In 95.4 919 97.3 910 81.9 619 081 919 70.9 806 59. gig so 784 530 919 56.7 794 47.7 919 51,8 774 39.7 919 44.8 768 34.1 9448 40.2 742 29.8 010 37.1 732 W �(1201* 75.5 786 76.8 766 84.6 705 53.9 786 55.1 695 47.2 786 48.4 See 41.9 786 44.4 877 37.7 Tee 40.5 668 31.5 788 34.0 653 27.0 788 31,0 841 21.8 788 28.4 031 }1441* 43.7 548 443 546 37.0 498 31.2 518 31.8 181 27.3 S10 282 185 21.1 548 25.3 479 21.0 640 22.8 474 18.2 648 18.5 184 15.6 618 17.2 155 13.7 549 15.5 418 ¢ N Q z O
Q
TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: (L 3 m O 5.J)
AnchorCepaclty Table(lbs) ANCHOR CAP,,,,,,,,,, w 1dR'
Su.lmlD 23K Corcrele 36kCmc. Htlbw CAlU FOled C64U PTWwd !.fetal (DP)X( )=ANCHOR CAP.,,,
a1S Elco 1/4'SS Elco&ISC Elco 114'SS Elco 010SIeet 012Steel 012 S1ee1 MULLION CAP.,„,,,,,,,
AnchorCllp Patterns Mc.aType 3'16'Elco Ullam 114'EkoUnmcoO uamcon alc Elco Ullracm U4'Exouamcm AggreOatar UMcm AggmGala s«aw(G5)screx(G5) ecree(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Ed93 Clslarce pn) r 2-N2' 1• 2-UVIAA
8' 1• 2-1r2' 1- 2-112 z• 34/6" 2' Dale• 0.54• 8.321• CAPACITY REQUIRED'CORRESPONDING TO AN
Emtxanml M) 13/4• ta4' 1314' 1yt-114• 1.114' 1414' 1-114' 1.114• 149' 2' I3'e• tare• renes ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchm @ 4.75 Min O.C.I Standard or Olhel Clip(FIg.164 300 IDS 39D Im 450lbs 8901lbs 270lbs 2s)IDs 3511!as 7401. 3741bs 667105 946110 sit IDs 4428r 5601. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 A."'®2.68•!.118 O.C./Standard(a Orhep Clip(Fig 31 740 Ibs 7401. 630Ibs 14851lbs N/A 503 I. IIIA ®51. IIIA OW I. IUA 692lbs MISS 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED
6 Archa5®1.71"l.iln O.C.I Standard(or OIhEQ Clip 019.4j 865109 091 758 lbs 1948 IIIIA 7051. IUA 7991. NIA IUA IUA 10221. 13271. 168331bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Arctom®T MIn.O.C./(n 2r5 Angie Clips/(Fig 67 780 IDs 7 . 6001bs 15W 1lbs OIDs 5m 1. IUA 760106 74B lbs 8031. 184Q I. 682105 985 x6 11231. CAPACITY WHICH MAYBE USED TO QUALIFY
6Andors®3'K1M.0.C./M2t5Argle Clips/(ng4 1170105 11701. 102010s 23401Ibs 8t bs g4D 1. WA 1140144 1122105 ' 1320106 28381. 10221. 13271. 76031. ADDITIONAL ANCHOR OPTIONS FROM THE
3Anchcrs 441.34•Min.O.C./ULIIp,Inlo.125-Alm CF194 NIA IUA NIA IUA IIIA WA NIA IUA IUA IUA IUA OlA IUA 10731 ANCHOR CAPACITY TABLE
SED
6Arcro19®0.641 Min.O.C./UCIip,Inlo.125'Alum.ft.8) NIA IVA 1I/A IUA II/A IUA IVA IUA IIIA IUA IUA IIIA IUA 21 I. 2S Co I'RBYI[be
2AnctwS@ 268'1.118 O.CJ F4:Op(Rg% 370105 370 We 315IDs 7431105 N/A 2031. 17/A 3fBl. IIIA 4401. IUA iii los 442105 E601. Bu diMeod1YA11110 Ploti3ArICIUS®1.71•Min.O.C.I F Clip(Rg.10y 443109 525 He 3791.65 8731NIA 3531. IIIA 11lbs IVA IllA IUA 5111bs M4106 640 i. ��
�'t/I�Oa NO S"O
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 0!1D m
a CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE I: FIGURE 2: FIGURE 3: FIGURE4: 2.000' 181111 ad.Product Control
• • • • • • TABLE NOTES: tttlllllll///
• • 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. � •Cr�.•�1CFNSF'•.eF'P
FIGURE 5: FIGURE6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEN ING WIDTHS IS ALLOWABLE.
• • • • ,250" -- 4.000" _ .14. N0.58705
3)MULLION AND MULLION CLIPS SHOWN ARE NOT
SCALE.FOR EXACT
ILLED IN
• • • • THE FIELD
FOLLOWING DIMENSIONAL ESTRICTIIONS SHOWN ON SHEETS DIMENSIONS,
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _i�'• �- E O(S: .•'tel
LOCSLAT
FIGURE 7: FIGURE B: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �T�'-.,F�O(ytpt*, G?`: • : (FIGURES 566) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. %i s� "'•••..
MUST BE USED ALUMINUM SHALL BE 6063•TSAND BEA MINIMUM OF,125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 2'X 4•X.25'MULLION
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ,LYNNIMILLERP.E.
THREADS BEYOND THE MATERIAL.41 O 8 41 A.
2 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.# ER,
TABLEI3A
n a
Mullion Capacity Table Ibe/R2
Owing Width(for vertically-spanning mUllols)or Oponing Haight(for horizontaly-spaMrg mullions)
601. 001n 701n SOH 901n t001n 120 In Main
Reclen8uiaz TieplTdag. Reclanguler 7rep7rdeng. Reclengulx haprMxg. Ractengllar TmplTdeng. Reclengulx hep77dxg. Rectergder TmpTdarg. Roctangutx Tre)JTden9. erg. Rectangular 7raplTdeng.
�$x o
21c6X.26 loafing Lad 09 Loafing L.&O Loedrq Loafing Loafing LOadn9 Loading Lpadne Loafing Loafing Loading Loading Loafing LoadnB loedn9 Loafing o oo
Alum.Tube A 1^ p a a"- A 6 a". a a •a •a
a a 1 ". s
Mullion $. �� as a a �� a 8.1 $$ $g g ata a 'a a�, � 1 J
32 5� 3@ aT� eS� � � 3 3� fi .4 s$ 3 3� ge 3g a3 47 3� " e L& N
421n 170.0 820 170,0 435 170.0 744 170.0 478 170.0 686 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170A 521 170.0 1883 170.0 521 O F
481n 170.0 708 170a 524 170.0 650 170.0 564 170.0 092 170.0 030 170.0 1133 170.0 661 170.0 1275 17ol) 677 170.0 1417 170.0 800 170,0 1700 170.0 880 170.0 1083 170.0 080 170,0 2287 170.0 600 j =
50.625[a 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 756 170.0 2092 170.0 756 170.0 2381 170.0 756 (n
641n 170.0 797 170.0 612 170.0 658 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 801 170.0 1434 170.0 637 170.0 1594 '170.0 856 170.0 IM3 170A 681 170.0 2231 170.0 881 170.0 2550 170.0 881 m 0� 0
So h 170.0 885 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 0M 170.0 1504 170.0 898 170.0 1771 .170.0 1033 170.0 2125 170.0 1061 170.0 2470 170.0 1063 170.0 2833 170.0 1083 � Cl) J
031n 170.0 030 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1059 170.0 1122 170.0 2231 170.0 1169 170.0 2003 170.0 1171 170.0 2875 170.0 1171
68 In 170.0 974 170.0 769 170.0 1189 170.0 903 170.0 1364 170.0 1002 170.0 1556 110.0 1068 170.0 1753 170.0 1155 170.0 1846 110.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z •
Rin 170.0 1063 170.0 878 170.0 1275 170.0 1008 170.0 1488 170.0 1128 170,0 1700 170.0 1228 170.0 1811 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2875 170.0 1529 170.0 3400 170.0 1530 Q.£
701n 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1829 170.0 3140 170.0 1684 170.0 3580 170.0 1705 � a. 9Z
J
= 78 to 170.0 1151 170.0 86'7 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170,0 1474 170.0 2102 170.0 1584 170.0 2787 170.0 1700 170.0 3223 170.0 1717 170.0 3883 170.0 1788 ¢ J
F- `-
170.0 1728 170.0 1144 170.0 1594 170.0 1128 170,0 1858 170.0 1488 170.0 2125 170.0 1853 170.0 2361 1740 1783 170.0 2858 170.0 1818 170.0 3188 170.0 2125 158.0 3413 170.0 2273 138.5 3413 170.0 2381 Z¢ Z N
961n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1822 170.0 2287 170.0 1794 170.0 2550 170.0 1852 170.0 2833 170.0 2085 180.0 3189 170.0 137,1 3198 1611.6 2470 120.0 3199 158.1 24. 1- LO W O
m0 y�
In 170.0 1594 170.0 1409 170.0 1813 170.0 1847 170.0 2231 170.0 19'70 170.0 2550 170,0 2078 164.8 2781 170.0 2271 146.3 2781 101.8 2333 123.8 2761 140.4 2281 105.8 2781 125.0 2234 92.7 2781 11&0 2190 N A o'
1111n 170.0 1830 170.0 1454 170.0 IWO 170.0 1700 170.0 2293 170.0 1032 170.0 2621 170.0 2146 151.8 2632 182.3 2245 138.8 2872 148.4 2216 113.8 2832 128.4 2188 97.6 2632 115.1 2128 85.4 2832 108.3 2090 LU X
1201n 170.0 1711 170.0 1588 170.0 2125 170.0 1859 164.4 M52 159.9 1001 135.1 2252 141.1 1884 120.1 2252 127.2 IB38 108.1 2252 118.1 1815 90.1 2252 98.8 1872 77.2 2252 88.9 1838 87.8 2162 81.1 f808 0 O O
X
iM in 125.1 1584 126.8 1445 104.3 1584 106.1 1425 89.4 1584 91.5 1407 782 1564 80.7 1380 69.5 15M 72.3 1373 62.6 1584 85.7 1358 52.1 15M 56.0 1330 44.7 1584 48.2 1 1305 39.1 156444.4 1287 Q.•N ¢ O Q
d Z Ct (n
TABLE 138 ANCHOR CAPACITY ADJUST.ENT FORMULA €o�0
Anchor Ce ecl Table lbs ANCHOR CAP.,,,.,,,,,,,
Su.lmte: 2.7k Commie 3.5K Caw. Fic9ov/CA1U FOed CA1U PT Wood Melel (DP,)X( )=ANCHOR CAP.,„
Y18'Ek. 1/4'SS Eko Y76'Eloo i/d'SS Eko tl10 Sled ail Sleel tl12 Sled MULLION CAP.,,U,,,,,
Anchor Clip Patterns Anchor 7ypa 3116'Eft Ul9acon 1!d'Elco Ullracm Ulf.. 6270[bs
Elco Ul9acon 114'Eko UlBocon AggmGala Ullmcon Aggm0etvE11 sorew(G5)screw(G5) sorcw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Oismme(in): 1' 2-112' 1' 244 3-118' 242' 1' 2-in' 2' 3119• 2' 0.48' 0.54' 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN
Embedment 0
n7 i-3/4' 1.314• 1.374' 1-314' 7 1414' 1.1/4' 1.1!4' W14• 1.1/4' 7 1-3/8' 1-318' wades ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amhm Q 4.75'Min.O.C./Slendxda Mot Oil,(N.f&2T 39D lbs 39016. 4501. 890 lbs 16441. 2801. 3541. 74016, 314lb, 664 ms 946 ms 3411. 4421. 5801. OPENING,WHEN IT IS LOWER THAN THE MULLION
Anchaa®4.68.On.O.C./SilmdaN("06.00 Clip(Fig.3C 7801. 780lbs 9001. 1760lbs 3232 lbs 5601. 708 lbs 148D lbs 748 The 1272 lbs 18921. 6821. 0851. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED
8Anc n= e e lip 10851. WA MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Ans.ra C 3'Min.O.C.1(2)2.5 A-10 Clips/(Fig.5):l 7801. 7801. 6801. 15601. 18981. 540 lbs 560 lb. WA 780W 7481. 880 I. 1 189216. 6821. 8851. 11201. CAPACITY WHICH MAY BE USED TO QUALIFY
SAmhw.03'MIn.O.C.1(2)WAngle Cups 101g.61:1 1560Iba 15601. 13601. 31201. 37821. 1 1080Ibs 11201. WA 15201. 1 14961. 1 17601.I 37841. 1 1363 lbs 1770lbs 22401. ADDITIONAL ANCHOR OPTIONS FROM THE
12 Amhm®I.5'MIn.O.C.1(2)2.5Angle C4ips1#1g.71: 1600 lbs 21001. 1440 ks 37801. WA WA 13201. WA 15001. I WA WAWA 20451. 2650 lb, 336016. ANCHOR CAPACITY TABLE. RODUCr IUMSED
4 Amhas @ 1.34'Mtn.O.C.I UCllp,Into.125'Alum.(Fig.e): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 lbs ks corapIS with the Flodds
8Ambas®0.84'k1m.O.C.I U ClIp,Into.125'Alum.(Fig. WA WA WA WA WA WA WA WAWA WA WA WA NIA 28811. I--2.000'-^I u8dlag Cbdo
UL .0
2Amha,494.68'Mi1.O.CJF.Clip(F4.10): 3901. 390 IM 4501. 8901. IBM lbs 270 lbs 280 lbs 3541. 7401. 3741. 030 lbs 946lbs 3411. 4421. 560lb, O=ptmlbo No ..IL..11CL./�JJ
4Ambom@1.7t"Mln.O.CJF.alp(Fig.11):I 5901. 70010a 1 5051. 1298 lbs WA WA 470 I. WA I 53716. WA I WA I WA 1 6821. I 8851. 1120 I. �.7DeW
.250'
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR P AND ANCHOR VALUES AS THE STANDARD CLIP. -
TABLE NOTES: Miami Dade Ptoduu Contra
FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON \\11 t 1 I I I 1//
• • • • • • • • Ifl
LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Off2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ` \le".-'V\GflNSS6.000' T;'• 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =r1': No.58705
• 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 0`_
ANGLE ••• �t/�. '/•: LI.1
• • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `"A S'fATE F �J�
(FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED O Y;.•'•
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125'
• • • • • • • •
USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO , ��//5��MITE
N i1\-
PAIRS. BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6'X.25' A.LYNNI R,P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-88.8.OR 410 S.S. MULLION FL P.E-#58705
TABLE 14A
Mullion Capacity Table Ibslffz gn
Opening Width(foruerlically-spenring muillons)or Opening Haight(for hod z ntally-spen ing mUilons) if a!
60 In 601n 701n BO In 901n 1001. 1201n 1401n 160 In tl�O7 LLO
Rectangular T.p/TrIwo. Rectangular Trep/rdang Rectangular T.pfldag. ReclareOar TrepTdalq. Rectangular Trepralanl. Rectareular 'T2prrMarg. Rectangular TreplTdarg. ReclangUar Tmp'rdan9. Ralan"laz re an $do
leading Loadrg Loafing Loading Loadkg Loafing Loadtrg Loading LOadOg Loading L.oadng Lwdino loading Loading Loading Loading Loodlrg Loading
1.26"x 2.11 si z
x.126"Alum
Tube Mull " " Av
"'
04
6 fr b �• 6 , fr fr
41 9 illi I 1 9 i --- I z U)
421. 144.2 $26 187.0 428 120.2 528 148.9 418 103.0 626 138.9 474 80.1 528 134.8 411 80.1 626 134.1 411 721 526 1134,1 411 80.1 628 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411
481. 98.8 403 108.0 333 80.5 403 84.7 325 69.0 403 80.4 320 60.4 403 81.4 317 53.7 403 78.1 315 41.3 407 78.8 314 40.3 403 78.8 314 34.6 403 78.8 314 30.2 40J 78.8 314 J W
W
60.625 In 823 362 91.0 301 61.6 362 79.3 294 588 362 71.9 289 61.6 j13
I
5.1 382 84.6 284 41.2 361 63.8 283 34.3 362 G1.6 283 29.4 362 03.8 283 T5.7 362 63.fi 287,
541. 67.8 318 74.1 267 955 318 64.2 261 48.5 318 57.7 256 424 7.7 318 50.8 250 33.9 318 48.5 249 28.3 318 49.1 248 24.2 318 49.1 246 21.2 316 49.1 248 W CD 0
m
61 In 49.5 258 53.1 219 41,2 258 45.7 214 35.3 258 40.7 210 30.0 27.5 268 34.9 204 24.7 258 .33.4 203 20.6 25B 32.2 201 17.7 258 322 201 15.5 258 322 201 (O
'3 631n 427 234 45.6 200 35.6 234 39.1 195 3A5 234 34.7 192 267 23.7 211 29.4 188 21.4 234 28.0 184 17.8 234 28.8 183 15.3 234 26.5 183 13.4 234 26.5 183 W
68 N 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.0 170 23.2 20.6 213 251 170 18.6 213 23.7 169 15.5 213 22.2 167 13.3 213 220 166 11.8 213 22.0 1IL
60 Z) (n m
? g
721. 21.0 179 30.1 155 23.9 179 25.8 152 20.4 179 22.5 149 17.9 15.8 179 18.7 14624.3 161 25.4 140 20.3 161 21.6 137 17.4 161 19.0 135 152 J Z)o U 1z
78 In 225 152 23.5 133 18.8 152 19.9 131 18.1 152 17.fi 128 ¢ lr3
TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: X z o
Anchor Capacity Table Obs) ANCHOR CAP., F
s trate 2.7k COntreta 3.9c Colt, Hollow emu FNedC1AU PTWOOd IAds/ (DP-)X( )=ANCHOR CAP... fn �ft min mr
MULLION CAP.,,,,,,,,,,, asii o' S
5116'Eko 1/4'SS Eko S'10'Eko V4'SS Eke N10S1W N12SI.1 N12 Steel W N
Anchor Type' 316-Elco Ulloxon 114'Elco Ullman 3116Eko Uaracon 114'Eke U112con
AnchorCllp Pottems unaxon AgtyaGalor Ullxm AggreGalor Screw(GS)Scree(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Of x
Edge Distance(in). 1' 1 2.12' 1 2-12' 3-im 1• 2.1@• 1' 2-12' 2• 3.48' 2' 0:40• 0.51' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN U)
Emtleonrnt tin} ta'4• IN' taro• 1514' z• 1.114' 1-114' I-lM' 1-v4' 1-114' 1-v4• z• tare• ta'8• 4a1ea ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 3
4ArctGn®3'htin.O.C.I 2c5Argle ups Fig.1y 7801D8 7B01os Mins t5W lbs 1PB61L6 640108 660105 WA 760105 748105 880109 1m2168 682IDs 8&5106 1430Ita OPENING,WHEN IT IS LOWER THAN THE MULLION Q a- Z 0 �
CAPACITY(FROM THE TABLE)OF THE SELECTED
MULLION.IT WILL YIELD A MINIMUM ANCHOR 0 r0
� lY
CAPACITY WHICH MAY 8E 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. (+-1.268'--i complying with the Florida
1 I uildl9g Clock
Acociplan2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. !Da
FIGURE 1: � � •0
[m�{o,1
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
Flo HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" %Stamml F-Wa Product Control
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I 111(1 1 1 1 1 1 1 yl
ANGLE CLIP MUST BE USED IN PAIRS. L .125' 7
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ,,,,1 ,{y7
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •'110ENs•'CSF`
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' I Q- F 'P
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26"X 2.11'X.125'MULLION yr
LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ No.56705
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
(ATE F �((/
SLS/ONAL EAG
7"'/1111111"'
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 15A ® n
Mulllon Ca ac Table(Ibse
Opening Width(for uerticatVsparrirg m illons)or Opening Height(for hodzorta*sparcllrg mullions)
501n 601n 701n 601n 00 In 1001n 1201n 1401n 1601nO
d
Rectangular hep/TdengReclnngdar TrepTdeng. Rectangular Trap/Tdang. Reslengdar TrepRdarg. Rectangular Trep/Tderg. Rectangular TreplT4ang. Rttlengular Trep/Tdang, a qg
3,26"30 Loading Loafing Loadng Loadng L-Ing loafing Loadng Loadng Loading Loadng Loafing Loafing Loaft L.AU Loafing Loadng Losdng Loadng ez O
DEG.AL
BAY MULL
U) ~
f�
421n 170.0 620 1 170.0 435 170.0 744 170.0 478 170.0 688 170.0 See 170,0 992 170.0 Sig 170.0 1118 170.0 521 170.0 1240 '170.0 521 170.0 1486 170.0 621 170.0 1735 170.0 521 149,1 1740 170.0 521 J W
46 In 170.0 708 170.0 524 170.0 858 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 661 110.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 660 130.5 1522 170.0 680 114.2 1522 170.0 680 �
50.6251n 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1842 143 170.0 756 138.9 1443 170.0 756 117.3 1443 170.0 766 102.6 1443 170.0 766 W �� p
64 In 170.0 797 170.0 612 f70.0 956 170,0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 160.4 1353 110.0 837 144.3 1353 170.0 856 120.3 1353 170.0 881 107.1 1353 170.0 881 90.2 1353 170.0 581 m co co
601n 170.0 885 170.0 701 170.0 1063 170,0 797 187.0 1218 170.0 878 148.1 1218 170.0 944 129.9 1218 159.8 938 116.8 1218 152.1 924 87.4 1218 148.1 913 53.5 1218 148,1 013 73.1 1216 146.1 913 1- U J
631. 170.0 930 170.0 745 170.0 1116 170.0 850 160.2 1150 168.6 033 131.4 1150 153.0 914 1108 1150 111.8 898 105.1 1160 134.2 805 87.8 1150 128.7 871 76,1 1160 126.2 870 65.7 1160 126.2 870 2 a - m
681n 170.0 974 170.0 768 152.4 1018 165.8 881 130.6 1048 146.6 084 114.3 1046 133.1 650 101.6 1048 123A 839 81.4 1048 116.6 630 76.2 1048 109A 621 65.3 1048 100.2 518 57.1 1046 108.2 818 z U) $
m J�F.' # z
J72 In 140.8 880 1{7.9 764 117A 880 126.0 748 1006 See 110.8 734 88.0 880 100.0 722 762 880 92.0 712 70,! 880 88.2 703 56.7 850 792 693 50.7 880 78.6 868 44.0 850 76.4 888 � o;Z
761. 119,7 780 125.1 690 99.5 790 106.4 676 65.5 790 93.3 603 74.8 790 83.9 652 68.5 700 76.9 643 59.9 780 71.7 635 49.9 790 65.1 624 42.6 790 62.1 819 37.4 790 61.5 617 '--1
Q V
} r
g 78 N 110.0 750 116.5 857 92,3 750 98.1 811 79.1 750 85.9 632 89.2 750 77.1 621 61.5 750 70.8 812 65A 750 65.7 805 482 750 59.4 591 39.6 750 58.2 588 34.6 750 55.5 588 1--
Q ¢ N O
80 fn 72.1 663 74.{ 500 60.1 563 62,9 {91 61.6 663 61.8 183 45.1 683 48.8 475 10.1 667 44A 488 38.1 583 40.8 462 30.0 663 38.2 452 25.8 SB3 33.3 445 22.5 663 31.8 42 Q m
t- Wm ovo
95 In 59.4 495 61.1 443 49.5 485 51.6 435 42A 495 41,8 427 J7.1 495 39.9 421 37.0 495 30.1 415 29.7 495 332 409 24.8 495 29.1 400 21.2 495 26.6 391 16.6 495 25.0 390 U) LU-g 0 0
108 in 41.7 391 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 27.6 337 231 391 24.9 333 20.9 391 728 328 17.4 391 19.7 321 14.8 391 17.8 315
1111. 36A 370 39.2 335 32.0 370 33.0 330 27.6 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 318 19.2 370 20.9 312 10.0 UU
370 16.1 305 Of UU (/) �
120 in 30.4 317 30.9 289 25.3 317 26.0 284 21.7 717 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 U M Q O
1N in 17.6 220 17.5 703 $ Z m O�U
TABLE15B ANCHOR CAPACITYADJUSTMENTFORMULA: $0 440
Anchor Capacity Table Ibe ANCHOR CAP.,....,,,, € i � I rc�
SuWlmle: 2.7k Cometo 3.5k Cone. Hallow UtU F19M Glu PT Wood maw (DP,,,)X( )=ANCHOR CAP.,.e
5'16'Eko 1/4'SS Elco LIB'Elco 174•SS Elco 010 Steel 012 Steel 012 Steel MULLION CAP..,•,,,,,,,,
AnchOrClipPatlem• Andwrrype: L1GEkoUlaecon tll'EkoUllrecan Ulbecon 3H8•EkoUlBacon 1/4'EkoUnrecon pggre0alor Ultmeen AgomGMr sorew(05)somw(051 Scttx•(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge asWnco pn): 1. z•tm 1• 2-1rz• Sale• 1• 2-172• r z-irz• 2• 341a• 7 0.46• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embednenl 6n): 1-314- i-L4' 13/4• 1314' 2' 1.1/4' 1-114' 1.114• 1.114• 1-1!/• 1.174• T 131e• 1316' wiles ACTUAL PRESSURE REQUIREMENT FOR THE
2Ambom 855•Min.O.C.1(2120Angb C(Ips/(Fig.1): 3901bs 3901ba 4501bs 8901bs 1700 ks 27010.6 2801bs 354 IM 740106 3741bs 7201bs 940 lbs 341 Its 4421W 5801bs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anohws®35•Min.O.C.1(2)2x5Angle fps/(Fit.2): 760 lbs 760W 5i lbs 16701bs 25251b 5401W bw lbs WA 11201ba 7481bs 860 ma 18921bs 6821bs III lb, 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
0 Anchors@2.71•Min.O.C.1(2)2x5 Angle Clips/(Fig.37 1120lbs 1120Ib. 9581bs 224816s 2254@. WA 8401bs I WA 1059 1b, WA 1320 Ib. I WA 102211, 1327 1b, 18801bs MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE RODULT REVISED
ANCHOR CAPACITY TABLE. u w1np171ng with the Ylo da
uldlOg OcAc `�
TABLE NOTES: , acptmtce o-�'
i)SEE SHEET i FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
FIGURE I: olia8l
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
leml ade t'r tO0huo1-
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE 1111111/
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125' \��� ON( LY Al
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ` ;•"
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' - No.50%OS •'�`
FIGURE3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' -_-U•: � r
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 301*BAY
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION
• • THE MATERIAL.910 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. �, '•.F<OF:101,. ��;�
ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS.
A.LYNNfMILR,P.E.
FL P.E.#58705
TABLE 16A ® h ?
Mullion Capacity Table IbaMe) J,
Opening Width(forvertieaty-sparring muilions)or Opening Height(for Mrizonlaty-sparrtirg mUllons) W�"�
50 in 601n 70 In 801n 901n 1001n 120 in 1401n 1601. u cl p
Reelangely Trep/TdOng. Rectangular TrepRdOng. Mg.Or Traprrdan9. Reclangulor TrepTAang. Rectangular Trep7TAeng. ReclangUer Trapfllang. Reerengulm Tre{JTAang. RectanOiAar Trap/TAen9. Recl0ngd Traprild g. o 4:1
3.26"46 Loading Loading Lowing Lowing Loadna Loading Loadng Loafing Loading Loadag Loadng Loading Loading Loading Leddng Lcadng Load g Loafing ^oi g U
DEO.AL ,. '.. a a_ �' ?' ',. _ r a a .F r ,: t� y �
', a.. ,. $ ate,.
BAYMULL y o � �q g� �� 3 1'43, 8 d g k �. Rg a�, gt 8 $ "
is
1Y g� o t3 a@ u IS c� Y$ 3 �` 3 3 r5g 3 c�$ 3 �� �'e S� $ o pp F
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 082 170.0 519 170.0 1118 170.0 521 170.0 1240 170.01 521 1 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1671 170.0 521 J W
46 in 170.0 1 708 170.0 524 170.0 850 1 170.0 504 170.0 902 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 077 170.0 1417 170.0 680 163.7 1837 170.0 680 140.3 1631 1 170.0 880 122.8 1837 170.0 860 ..
60.825 In 170.0 747 170.0 563 170.0 8% 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 '170.0 756 147.1 1552 110.0 758 12e.1 1552 170.0 756 110.4 1552 170.0 756 W a o O
641n 170.0 707 170.0 812 170.0 ON 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 037 155.2 1455 170.0 856 129.3 1455 170.0 881 110.8 1155 170.0 8431 97.0 1455 170.0 881 m M
601n 170,0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 157.1 1309 170.0 044 139.7 1309 170.0 098 125.7 1309 163.5 894 104.8 1309 157.1 082 89.8 1300 157.1 982 78.8 1309 157.1 902 h 8 J
631n 170,0 930 170.0 745 170.0 1118 170.0 050 182.9 1247 170.0 940 142.5 1247 184.5 983 126.7 1247 152.6 965 111.0 1247 144.3 952 95.0 1247 136.2 078 81.4 12{7 135.7 075 71.3 1247 135.7 935 IL
W
681n 170.0 074 170.0 169 170.0 1169 170.0 903 140.4 1190 103.7 905 129.9 1180 147.9 945 115.4 1190 136.5 026 107.9 1100 128.4 914 86.8 1190 119.5 age 74.2 1180 118.1 693 84.9 1190 1(0.1 893 z U) m
L�
C 721n 161.6 1010 169.6 877 134.7 1010 11{.8 859 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.6 1010 98.9 807 67.1 1010 $477
57.7 late 87.8 790 50.5 1010 87.7 769 dZ
78 M 177.4 906 113.6f331
114.5 BOB 1220 775 86.1 908 107.1 781 85.8 900 98.2 719 76.3 908 BB2 730 88.7 908 02.3 720 57.3 908 49.1 908 71.2 710 42.8 BOB 70.8 708 J v
Q r d
r r
761n 127.1 881 132.5 105.0 BBI 112.5 738 80.8 861 98.6 725 78.4 081 88.8 713 70.6 881 61.0 707 63.0 881 75.4 Beq 53.0 881 65.1 881 84.5 875 30.7 861 63.7 872 Z Q Q N O
OD In 827 648 &5.4 88.9 018 721 564 59.1 646 62.9 654 51.7 646 56.1 545 46.0 846 50.9 537 41.4 818 47.0 530 34.5 816 28.5 848 10.2 511 25.8 648 38.5 507 Q m Zgs In 682 Me 70.1 56.6 5(46 59.1 4N 48.7 5(18 51.4 491 42.11 568 45.5 483 37.0 568 41.4 476 34.1 588 30.1 470 28A 56a 24.3 568 30.5 452 21.3 568 28.7 447 LUh1081n 47.9 449 40.9 39.9 449 412 399 34.2 449 35.7 393 29.9 449 31.7 3B7 28.6 449 20.6 382 23.9 449 28.1 377 20.0 449 17.1 449 20.4 361 15.0 449 1B.9 358 LU111 In 44.1 425 45.0 36.8 425 37.0 379 31.5 425 32.8 313 27.0 425 28.1 387 24.5 425 20.2 382 27.1 425 24.0 358 15.4 425 15.8 125 18.6 141 � 0 0 W N
F�.
201n �2.
5 29.1 184 20.8 325 24.9 384 25.8 121 21.6 384 22.6 317 19.1 384 20.5 313 17.5 384 18.7 309 UQ OO
In 20.4 19.8 253 17.1 230 4.z z m O S:�
TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA:
m�
Anchor Capacity Table(]be) ANCHORCAP.,,�,,.,, i5 `� 0-7 re�
subslrale: 2.7kCarete 3.5kConc. HollawCMU FmedCMU PT Wood U
(DP,)Xt )=ANCHOR CAP.,,,
5116'Eko 1/4•SS Elco 5118•Elco 114-S6 Elco #10 Steal 912 Slccl MULLION CAP„",,,,,�
Anchor Clip Patterns Arclar Type: L16'Ek.UlUacon 1/4•Elea U10ocan 3116'Eko UlUecon 1/4'Elco Uluacm
Uluaan AggreGeior Ulweon AOgreGalor Screw(G5)scrox(G5) USE THIS FORMULA TO OBTAIN T COR
Edge Gislenca IN7 i' 2-12' 1' 242' 3-118• 1' 2-12' i' 2-12' 2' 3-tAr 2• 0.4B• 0.54• CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment M): 1.7/4• 1.114' 1-3x• 1.114• r t-14• t-114• 1-114- 1-1/4• t-14• 1414• 2• tale• IaIB' ACTUAL PRESSURE REQUIREMENT FOR THE
2Amhws445•h11nO.C./(2)215AngkCbps/(Flg.1): 3901bs 390lbs450 ms 8901bs 100lbs 2701os 1801bs 3541bs 7401bs 3741bs 720Ibs 946 iba 341 ros 442IOs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archers @ 3.5'Min O.C.1(2)b6Angie Crips/(Fig.2): 780105 760lbs 790 ks 18702525Ibs 5401be105wA 1120lbs 748 I_ 6801bs 1882105 seems 685 Iter CAPACITY(FROM THE TABLE)OF THE SELECTED
BAMbors(g2.71'MtnO.C./(2)2sSAngkClips/(F4.3): 1120105 1120(05 958105 2148105 2254lbs NIA 840105 NIA 1059163 WA 13201be NIA 1022lbs 1327 lbs MULLION.(TWILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: ANCHOR CAPACITY TABLE. a complying with the Florii�
Building ce ./� -11,05-0
Avxplmlce No 1.
TABLE NOTES: l
DOtc
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. BYNliwd Bde lsreduu Convey
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11111 1 1 1 11/7
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ���`�.O��..••••.•.1�/ ''�i�
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125" 45" : �'�.•'�10ENSF F�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •' •.K
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" _
• .n'• No.50705 _
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125• -U �G �S
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BE 45•BAY %�(�'• STATE <u
LEAST A25'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND MULLION C�
• • THE MATERIAL 910 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 B.S.
ANGLE CLIP FIGURES 1-3 MUST BE USED IN PAIRS. ,��`SS
/ON.N-
( ) A.LYW F}IILLER,P.E.
FL P.E.#58705
rl.000•-1 r-1.25o'-i a
--I 1.000• I-- --I 1.000•
-� 1.000• (- -{ t000• (- r i.zss -I g•� LL
0
.125' �S 6
.125" .125 6 Y
2.750' .125' 3.125" 3.188' i.
.125' .125' 2.750' a.,25' Lo
2.000" 2.000' 2.116 N
266" � m
L 125' L 650" 125' Z $N
.375" .375' a .500' 0
f 7 -f f LU
1'X2'X.125'MULLICN 1'X2'X.375'MULLION 1'X 2.75'X.375'MULUON 1'X 2.75'X.650'MULUON. 1'X 3.125'X.5'MULLION 1.25'X 3.188'X.26SMULLION 1.26'X 2.11'X.125'MULLION _
8063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. B083-T8 ALUM. 6063-T6 ALUM. 6063-TB ALUM. 6063•T6 ALUM. Q o
X-SECTION XSECTION X-SECTION X-SECTION X-SECTION XSECTION XSECTION m (0 cO 0
O Z 0 F-
M O
-1--{(--.125' }y 0.125' �{I--.125' ~ Q
Ir TABLE A W d m
STANDARD CLIP I I 2X5 ANGLE CLIP m gg
6063-TB ALUM. 6063-T6 ALUM. Dimension V81UB(In) For Mullion:
2.000" 2.125'
X-SECTION XSECTION
U-CLIP 2.000' A 1.825 J n
I 6063.78 ALUM. I 1'X2'X.125' Q 0
.125' X-SECTION L '125• B 2.654 Aluminum 1.- O Q o`7 p
C 0.895 Tube Mullion Q Z Z 8" o
r D 0.740 1--' Q ¢o e0
.126" 4 �A 1.125 Fn Z 8 B
--I.740'F- B 2.404 1"X2'X.375' w Y Y
Aluminum
5.500' V7
CUT kiERE TO .375' _ C 0.835 1�
3.125' 5.000' Tube Mullion
.MIN. ..j_CREATE.,SHEET
SEE MIN.
MIN. r DETAIL F,SHEET4 E I � .375'MIN. D 0.490 Z�� �
.338"MIN. A 1.875 o a m0 s0
r r-------� --------------------- B 3.000 1"X2.75'"X �m0
I I I I I A A I U-CLIP A F--------i
L_ ---__J L_______-- 8063-T6 ALUM. `- ------------------'' 2X5 ANGLE CLIP C 0.757 .375Aluminum
TOPVIEW 6063-T6 ALUM. D 1.118 Tube Mullion
TOPVIEW
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min.
6063-76 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1-312 1°X 2.75"X
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3.000 .850"
SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum
DIAMETER:ANCHOR DIAMETER-1/16'. SHEETS 5-17 FOR THE D 6.8w Tube Mullion
ANCHOR O.C. TABLE B RODUCT REVISED
DISTANCE.MAXIMUM PGT Part# A 2.000 1'X3.125"X i wr{N�10gwWitbe Florida
5.500"-1 .375' ANCHOR HOLE Mull Dimension(sheet t/) B 2.637 undln80ode
DIAME:TER:ANCHOR Mullion Std.Clip Offset Up U-Cllp Angle Clip .500'Alum twr.noo No
.375" MIN. DIAMETER+1/16•. C 0.863 Tube Mull I am
MIN. 1"X2"X.125'(5) 66605 666113M 6661118M 666243M 666511M D 1.137
r____ _______I__
__________ V XT X.378-(6) 666006 666114M 6661112M 666244M 666512M A 2.625 Ilarol ado Product Control
1"X2.75"X.375"(7) 66607 666115M 6661120M 666246M 666513M B 3.282 1.25•X3.188'
X.265'Alum .,1111111f
B 1"X2.75"X.6517'(8) 66608 666116M 6661121M 666246M 666514M C 0.862 Tube Mull \���NY 1YNN M/
i--- ---i D i 1"X3.125"X.500 (9) 68637M 6661116M 6661114M 666242M 666515M D 1.762 `��r0............((F�
1.26'X2.11.X ��',.• UICENS
I i 1.25"X3.188"X.265"(12) 66841M 6661117M 6661113M 666241M 668516M A 1.813 .121"Alum ><
------ ---- 4.:. No.56705
1.26"X2.11"X.125"(18) 69370 NIA NIA NIA 666517M Tube Mull _
C Of
OFFSET CLIP NOTES:
6063-T6 ALUM.
I TOPVIEW 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ST TE OF
.125"
.740. I ) ���'� '•.,ptORID?;••••('j�C�
T QTS 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN MIl1UE(2,P.E.
FL P.E.#58705
-j 1.000• f- 1.000" f- 1.062•-I� 740'
.0 3' .365' �` Ip TQM
.0 2. }I-{1 125'
062'
.3B'
L12-
4.00 TANDARD CLIP 2 125• 2X5 ANGLE CLIP4.000' 4.0 2.000' 063.1'6 ALUM. U-CLIP 2.825' 2.000'125• X-SECTION 6063-T6 ALUM. 8063.76 ALUM. N I %-SECTION .125'
125' 125' .125" %SECTION N m
.031 ZN
125'JT CENTFROFANCHOR HOLE MUST LIE O W
THIN THE
•125 DASHED BOUNDARY.SEE SI EETS S-01 FOR THE j 2
.375' '155" 375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR W 0] og U)
HOLE DIAMETER:ANCHOR DIAMETFJ2+1I16'.
V X 4'X.125. X 4'X.375' 1'X 4'X.376' 5.500" Z) Z M 0)
MULLION MULLION 'T'-MULLION CUTHERETO 375, 5.000' 375, F=- Q c0
6063•T6 ALUM. 6063-TB ALUM. 6083-T6 ALUM. 375" 3.125" -CREATE F-CLIP,SEE ��MIN. (n J
X-SECTION X-SECTION X-SECTION MIN. DETAIL F,SHEET Z
1.250' .375' Z W m `�
I - - r--------- -----------� .375' 2 z
r------� r------� CENTER OF
1.250'--1 1.250' ANCHOR HOLE MIN. _j E Z
I I I I I MUST LIE WITHIN I I Q J a.-
AN a
I I I I THE DASHED I I a-
1 I I F BOUNDARY.SEE j j Q UO Z N o
___ ___ SHEETS 5-20 FOR i I
2.875E I I THE ANCHORO.C. F I I Z.. 00 p
I Q� eo a�
3.94' i I i I F DISTANCE. i i Z a
I MAXIMUM �
3.250" 3.250' I I I I ANCHOR HOLE i W y Y
I I I I I DIAMETER: j 17 (n
.100' -'Co. I t I .ANCHOR � 0
.100' YCEN
-.....J L-------J I .....J U a 0
1 DIAMETER+1116'. CLCL O Q
4.
Z
.100' L _ 2X5 ANGLE CLIP m O.Q
624" 624° rL STANDARD CLIP U-CLIP 8063.76 ALUM. D:ma
�_ I 6063•T6 ALUM. 6063.76 ALUM. TOPVIEW
-T ROF ANCHOR HOLEMUT LIE TOPVIEWTOPVIEW
--1 .820°F� I ^-1 .820" F'--- --I .820' I THE DASHED BOUNDARY.SEE
1.25'X 3.25'X.100' 1.25'X 3.25'X.824' 1.25'X 3.94'X.624' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT.
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHORHOLE Dlmenelon Value Qn) For Mullion: Dimension Value(in) For Mullion:
6005-T5ALUM. 8005-T5ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1/16'. F 3.687 1'X4 F 1.038 1.25'X3.25'
X-SECTION X-SECTION %-SECTION Q 1,000 .125' O 0.500 X.024'
5.500" H 2.680 AII"nlmnn H 1.438 Aluminum
3.469' 1 3.000 Tube Mullion I 3.250 Tuba Mullion
2.661' QAL
.375' .375' F 3.187 1'X4'X F 2.625 1.25'X3.94'
1.377' .125" MIN. G 0.757 .375' G 1.125 X.624'
RODUC7'°
___ ___� �_______� H 2.430 Aluminum H 1.500 Aluminum sanyrtytngwi0r lbc'Imida �--
i I I I I 3.000 Tube S'T 1 3.250 Tube Mullion uOdlaS Cbdc �L -���0�,
I I I I I F 2.250 1.25'X3.25' F 2.813 30•Ba Mull �oI /
G 0.750 X.100' F 2.875 45•Ba Mull
.125' I I I ,
.125' 2.250' I I I I 1 1.600 ubwnlnum
30° I I I I I 3.250 Tube Mullion adc Pio uct Cenuot
I I I H I
I I I TABLE O 1 I I I I I I/
45°BAY M `---_-__J I ____�
30'BAYMULUON 3.250'6063-TBI I I `_ - Mull Dlmendon POTPer18 \\���C�•( LYNN 4f�(�7i,�/
6063-76 ALUM. I %SECI (sheet q) Mullion Sid.Ctl Offset Cll UJ;II An IO CII '� EN
%SECTION P P P 9 P Q�•' \-\O SC•'•�'P i
1'X4'X.125'(10) 69384 68B711M 6661122A1 666241M 868518M �(
I$ OFFSET CLIP ;i
{ I r I .125' 6063-76 ALUM. 1'X4'X.375'(11) 66610 M12M 6661/23M 666242M 666519M No.58705
.228'0 �---,981'-I .226'0 I--•981'"•1 TOPVIEW 1'X4'X.375"T(11) 86853 666112M 6881123M 666242M 666519M
740' _
NOTES: 1.25'X3.25 X.100'(13) 20180 6881127M 6661124M 8662410M 6685115M =-\3
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X 3.25'X.624'(14) 20181 8881128M 8681125M 6062411M�W-6517M
18M ��n SATE
1.25'X3.94'X.824'(15) 20162 6661117M NOI128M 666241M � •'• F(ORIO2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66649 WA WA WA "(M <\1.45 Degree(0) 68850 WA WA WA 11M IIr \
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYrI((lIM)CLa P.E.
FL P.E.#58705
TABLE E
Mull Dimension PGT PartN
(sheet 0) Mullion I Std.Clip U-Cllp Angle Clip f•125• --11--.125- to a
2"X4"X.25"(16)1 88802 1 888261M I 680271M 6865112M F
I �-0 0
2"X6"X.25"(17) 66604 668262M 666272M 6665113M 1 STANDARD CLIP 1 U-CLIP 2X5ANGLECLIP R,d
8063-T6 ALUM. .. 6063-T8 ALUM. 6063-T6 ALUM. O
2.000" XSECTION 2.125°
NOTES: XSECTION 2.000" X-SECTION 6'
N
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 •125' .125' .125' S DD
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - z rN (f)2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE _J.,
T O 1-
HOLE LOCATIONS. 1.490• J W
3)SEESHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �
5.500'
CUT HERETO 0 o
-3.500'-1CREATE F-CLIP, 5.000° _375" Wm � 00 O
2.000°- r .375' .375' I� �- MIN. Z co In
.375' rY _SEE DETAIL F,
MIN. :EE
MIN. 1- J
Z J
r________ ___I__ ________� __ __ L_____________________T Z W a m
I I I I I j O e W
I i i J CL o U Z
4.000' j j Q 71 - "t
�- -I-- --- --I- 3.438' + 3.438" Ce j---------j � U Q 'o
.250"- 2'X 4'X.25' I I I Z O --
MULLION
.-
MULLION I I 3.438" 1 1 Q Z Z
6063-T6 ALUM. j j I I U) Q Q u p
X-SECTION I I I .375' cn Z m $
0
L_____________________J MIN. W O - _
L- STANDARD CLIP 2X5 ANGLE CLIP
U-CLIP,6063-T6 ALUM. Q Z O O
CENTER OF ANCHOR HOLE MUST LIE 6083-76 ALUM. SED FOR 2"X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUA7. D-e m(n �
•250' WITHIN THE DASHED BOUNDARY.SEE TOPMEW TOPMEW WITHIN THE DASHED BOUNDARY.SEE TOPMEW S O y;Q
SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. O_' Of
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAM WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'.
EETS 5-20 FOR THE ANCHOR O.C.
.500' D CE.MAXIMUM ANCHOR HOLE
CUT HERETO DIAM :ANCHOR DIAMETER•1/16'. 5.000"
2.000'--•i .375" .500"- CREATE F-CLIP, .375' IIS
�- MIN. rI _SEEOE4 F. MIN. I -•375'
� SHEET4 � MIN.
.375"
----- -- ------ ---------+ -- --
I I I I
1
I I
eomplylna wit//h1�the Flatide
I I `
I I I I
I I ! 1
I I 1 1 Product ontrol ,
6.000" _1-_ T_ _ t 4.888' T �e + _-_---_I
.250' I i 5.438"
I I �
I I 5.438'
5.438'
LYNN
2'X6'X.5' � 1 � I 1 I �r,.•'11GENS i
MULLIO 1 I 1 1
6063-T6 UM. tJo
I I Tr
1 I I I
.
X-SEC ON 58705
•.
I .375
I
r
`-------- ------ --------� L---------------------- MIN. - j':�' STATEOr
L- `U'�''••,Promo!`.••' `�.
.250' STANDARD CLIP U-CLIP 2X5 ANGLE CLIP
6083.76 ALUM. 6063-T6 ALUM. 6063-T6 ALUM.
TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPMEW // 11"
TOPMEW A.LYNN MILLER,P.E.
FL P.E.I�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+60.0/-60.0 PSF.
NO ANCHORS IN HEAD 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 TABLES 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+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. x� a
SEE SEE FROM TABLE 3A,SHEET 7,THE 1-X 2.75"X.375'MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD '
0
FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. a
PRODUCTS SHEETS
APPROVAL
SEE
o= �
2a FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650"MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N
MULLION
LENGTH 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)#
LLI
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL.
7
12 ANCHORS AND THE 2X5 F-
N
Z
DETAILS,,
SHEETS
2a 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W
APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? _
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
�m
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 636 LBS.ALTERNATIVELY, W o O
NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USE TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: Z) c) U)
32' 3T H J
--1 MULL WIDTH 60 PSF X 636 LBS`) 524.9 LBS MAYBE USED TO QUALIFY#10 StEEL SCREWS FROM TABLE 4B)
OPENING WIDTH ( ) 72.7 PSF/ ( Z i 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 Z
DESIGN PRESSURE OF 450.01-55.0 PSF. t�
r cr
FOR THE VERTICAL MULLION: Z Q N o
1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32+72'+1'=105"AND THE OPENING WIDTH IS 36"+36"+1"=73".REFERENCING SHEET 25, Q Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8'AND WILL to d o
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W n v
FROM TABLE 3A,SHEET 7,THE 1"X 2.76'X.375-MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF
MULL WIDTH
o
--N
� AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250'MULLION(LENGTH=.108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z ul �
SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m D mw
SEE DETARS,
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 $ �, ❑
PRODUci3 23 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').
2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTICAL I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLI USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
3 DETAILS, DETAIL E,
OPENING SHEETS 23 SHEET 3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4-X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
ULLIO /// MULLION TYPE COULD BE CHOSEN. I RODUCT RCVISBD_
MULLION 72IscomplyhpwNlt the Modds
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72+2"=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE de°u0dl6g°i1 ce 14
USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.25 0-MULLION(@ L'ENGTH=42 OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE /0
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REOUIRED OF 521 LBS.
BY
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" 1i;vnl lute Product Convol
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8';CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH
(4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1 II I I!
K1 I
ANCHOR CAPACITY OF 521 LBS. \���ONV LYNN,I //i��
36'.HORIZ. I 36',HORIZ.
--11-- 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 120 FOR THE U-CLIP SHOWS THE ANCHOR �� .•'�,IGENSF
MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Q• ��
LOPENINGWIDTH FORVERTICALMULL ANCHOR TYPE IS A#12 STEEL SCREW. No-58705 _
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ fi z
+/-64.7 PSF FROM THE VERTICAL MULLION; ,"Q "` �E I1 S `
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ATEIOF �
+/-170,0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). :�� '
THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. :TC'-•.,P(OR10P G1�`
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATIONSS/ONAI..
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYAN MILLFt�,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALTRIANGULAR LOADING:
n
PW _ pW PW oq m
._— _..
LL'1
SH/DH SH/DH SHlDH SHlDH Z N m
I PW pW Z
-L
LU
Q Q Q ", Q
I / /
I
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I C
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i a DOOR
L.GD
ILOADING OF VERTICAL MULLION
pW 1 LOADING OF HORIZONTAL MULLION Q a
LOADING OF HORIZONTAL MULLION d.
PW I Z Q FN O a Z
ro o
PW PW pWl ') 3 Eo
-"--- U)
- PW _-... 111 Z Y `1
4-414 4
N
SH/DH SHIDH-
SH/DH Z m0 O
/ / I O� l
m0
1 SHIDH — 8 `s0 0
I -
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLIONI /
I
_ PW PW � HR -
I
1
1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
Pvy HINGED t I NOTES:
DOOR PW PW I ADDUCT REVISED
_ 1 scomplyin8 wlih die Florida
I 1)DRAWINGS ARE ulding C6do 4•"/1 �/I
RERESENTATIONS OF TYPICAL mptonw To 1
PW CONFIGURATIONS. 010
PW - CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM �pc Oouryol
c O / / I THOSE SHOWN.
n I j 2)IF THE LOADING TYPE CANNOT ��� ��� \.YIvN,lie
BE DETERMINED,USE ;,`gyp% • ti�Sg
i •.�F'
PW RECTANGULAR LOADING. 4•,•' �%G-•
PW PW iC
/ 3)SEE PRODUCTS'APPROVAL FOR = 14C NO.58705
ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION Gj •_U'., o� G_ S L!'
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I SGD / ''�Q `�i� 4
I 'i, ,o. ..
LOADING OF VERTICAL LOADING OF HORIZONTAL 1L
A.LYNN t�1IULE(t,P.E.
MULLION MULLION FL P.E.#58705