HomeMy WebLinkAboutNotice of Acceptance, mullions 30PF�3 7�
MIAMPDADE4 . AMI,DADE COUNTY
h �� 16�� FDQ ROL SECTION
�® �� Street,Room 268
DEPARTMENT OF REGULATORY AND ECONOMIC RESOM AR) ,FL 33175-247,4
BOARD AND CODE ADMINISTRATION DIVISIONS"}�`o C i E W F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) *www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be.used in Miami Dade County and other areas where allowed by 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 Controll
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020,
signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beeIn
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA. '
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#17-0630.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao,P.E.
QMM1AM1-WDADEMC0=UN �/r NOA No.20-0406.03
Expiration Date: May 26,2026
08/20/2020 Approval Date: August 20,2026
Page 1
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i
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's i
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.015
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared ',by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94 I
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.OS
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
i
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
I,
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6` Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E-1
i
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PGT Industries,Inc.
I
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017) and with FBC 711 Edition (2020), prepared by manufacturer, dated
04/01/2020, 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.
1
F. STATEMENTS
1. Statement letter of conformance to FBC-611 Edition (2017) and FBC-71' Edition
(2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on
11/09/17 and expiring on 05/26/21.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE lie
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE z
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ANDARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS........._....................I
FIGURE 1; ELEVATIONS................. 1 + rn
MULL TO 2X WOOD........................2
MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHESTO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X&MASONRY..............2 sY
MULLIONS / � INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2
SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP.
hD,G,H; MULL TO MASONRY D..................3 m
SHEETS 24 SHAPE MULL TO STEEL STUD.................3 5—
IN 0"g
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..............................3 w0'b
'lll' �. DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS.....................4 U)��� THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION..............4 ZO
\\ 1 X 2 X.125 MULL SPECS-.............5
X275 375 X.37ULLSPEPECS..........6 _ J - -oO- -—\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t X 2.75 X.375 MULL SPECS..........7 __
\� INSTRUCTIONS. 1 X 2.75 X.65 MULL SPECS............6 2 W LL W
t 1X3.125X.500 MULL SPECS........B Z
SEE DETAILS / I W O 0
l
1 1X4X.125 MULL SPECS...............10 O/ I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 0] o �
SHEETS 2� I 1 I j I I 1 SEE°ETaLs ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.375 TUBE MULL SPECS....it : 0 W
__ _ I _ __ ATHRU G, ONLYTWOADJACENT UNITSATATIMEWHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWESTDESIGN 1X4%.375 TMULL SPECS........17 F. Q f.0
1 SHEETS 2-4 725X3.166X285 MULL SPECS...12 � <_
\ I / / I / PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125%3.25 X.100 MULL SPECS.....13 7 J a
T. OPENING 1.26 X 3.25 X.624 MULL SPECS.....14 d 0
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 3.94 X.624 MULL SPECS.....15 WO zgg & 9
LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS................16 Z 1 9
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.25 MULL SPECS................17 J Q 0
SEE DETAIL E. S E U X 6 X 2.11 .125 MULL SPECS-1B
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 12 Q N rco
SHEETS 30•X 3.25 BAY MULL SPECS.........19 W N
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT F 6 Q
45•X 325 BAY MULL SPECS...._...20
REACTIONS. MULLION&CLIP DIMENSIONS......21-23 Q O Z N N
EXAMPLES 1&2...........................�2A F- Z..� 0° c�pp
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON,DEWALT/ELCO AGGRE-GATOR,DEWALT ULTRACON+NOA'S. LOADING EXAMPLES..........._.........25 Tq
PRODUCTS MAY W
BE OFANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGMUST BE LIT Y Y
MANUF CTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACTAPPLICAl10NS.MU WONS ARE ONLY TO BE USED WITH PGTI Z to lq
_ BY ccl. FENESTRATION PRODUCTS. U U a 0 0
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ m0,0
/SEE DETAILS 4 of mw
L
HORIZONTAL A-D.G.H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNUMITED PROVIDEDTHATTHE SPAN AND OPENING MULLSHEETS 2-4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LENGTH HORIZONTAL PRODUCT REVISED
MULL
as eomplyyingg with the Florida
LENGTH INSTRUCTIONS: NBulldin9 COA-No. o d o20-0406.03
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT)FOR THE OPENING USING THE ASCE-7 STANDARD. Fxpiration Date 05/26/2026
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By
MULL I—OPENING 1MDTH--I I-HORIZ.MULL LENGTH-j Mlami-0Dade Product Control
'1 LENGTH r' TI�I I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR'TRIANGULAR/TRAPEZOIDAL".
OPENING 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIF F)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
HE
THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPENING MULL y O A L d uLL MULLION CAPACITY(LBS/FP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/F F)FOR THE OPENING OBTAINED IN
HEIGHT LENGTH P
I L�TH
L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
L L REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY. 1t 11111 I I I I/�
PENING WIDTH \\ ()
SINGLE MULLION SINGLE MULLION FOOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE 1\ ...GEN
�FORPVERnca IN AN PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR _.• SR .C�
CAPACITY IS MET. Q•: '•,P
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS _ N0.58705
FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBS/FT)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT)FOR THE
OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS C.(,,/
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ••. -/ Z 20 ::•4fj-
•2020 FLORIDA BUILDING CODE(FBC),7TH EDITION %O 8 AT OF (V`
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FF2)FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION i;kN�•'•.jOC ORIDI`.• \��\
•ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION CAPACITY(LBS/FIT)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i S '.......
G\�
*ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. ��Tis�ONAL EN\\\ _
•AISI S100-16 I II!1111
•AISC 360.16 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED.IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MILLER,P.E.
FL P.E.#58705
DETAIL A: DETAIL B: MUUUON n
MULLION TO 2X WOOD BUCK Muwoti MULLION ATTACHED TO 1X eucKSTR'P nP.ANcxoR -'
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE g�
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS SEE SEE TABLES 1 B-139
SEE NOTE 1, (V
I j MULLION I SHEET 1. ..;-..- $ 0
z DO
d 1 SEE SHEETS e b MIN 27 KSI " �' + EDGE
ErTHERTHE I 1 I 21-23 FOR HOLE .d I I CONCRETEORCMU,'1
STANDARDOR LOCATIONS ------1 ----- -- -F'' _--
-- ---------- .e I 1 •ICI DISTANCE,
.I SEE SEE TABLES � D.
OFFSET MULL EDGE m I EDGE DISTANCE 18.13B Q' O
CLIP MAY BE DISTANCE m I.. u FOR MASONRY LU p W
INSTALLED BY d I I FOR WOOD/ I I I ANCHORS m Q Op a
THIS METHOD. SCREWS -IL- a e 11 SIDE VIEW Z � F
25D•MAX FOR d' a
.. .Q ALL MULLIONS d., Q
a ' a
c d a EITHER THE F..
STANDARD OR (� O
•a. OFFSET MULL Z g W
d e EXTERIOR a INs7ALLm BY F—
e d EDGE THIS METHOD. ...1 CO aQ
d DISTANCE 4 .. Q Z N
e FOR d ~ Z r
e MASONRY a m Z O N N
< THE OFFSET CUP'S ANCHORS Z
F-.. W (O
RECOMMENDED FOR Q .4 op
EXTERIOR e d FIN-FRAMED Tn
WI J o
WINDOWS,BUT MAY
ALSO BE USED FOR 9 LU F Y oY
OTHER FRAME TYPES. (D fn (Q
Z
U — z O O
n9 0 m
nP.ANCHOR nP.ANCHOR
TY ANCHOR PERSUBSTRATE, PER SUBSTRATE,
PER SUBSTRATE. SEE TABLE518-168 SEE TABLES 1B-13B
SEE TABLES 1B-168 EDGE(END PRODUCT REVISED
DISTANCE BUCKSTRIP as COT 1ying with the Florida
BEET.
Building Code
1B-13B T ATTACHMENT NOA-Na. 'j0.040G.o$
EMBEDMENT BUCKSTRIP •il'..::•.;;.-:`� _ BY OTHERS,
ATTACHMENT AND EMBEDMENT' .;: SEE NOTE I, Expiration Date0512612026
BY OTHERS, } • SHEET I.
SEE NOTE1, '^"�
SHEET I. Miami-Dade Product Control
MIN 2.7 K51 CONCRETE OR CMU
SIDE VIEW FRONT VIEW
FRONT VIEW
MATERIAL PROPERTIES::
INSTALLATION NOTES: Material Mln.Fy Min.F. 01111 I I II 1l�y
Steel Screw 92 ksi 120 ksi 0
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 16.8 Screw 60 ksi 95 ksi \�����•' �IGENgF ��`�:
410 Screw 90 ksi 110 ksi Q' '
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY,BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR DeWalf/Elco Aggn3Gators 57 ksi 96 ksi _y} No.58705 •�
TO ANCHOR DISTANCE,THE 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 OFFSET CUP MAY BE USED. Elco UltraConS 155 ksi 177 ksi =
3I16"DeWalt UltraCon+S 117 ksi 164 ksi
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 1/4"DeWalt UltraCon+s 148 ksi 164 ksi ��Q'• O
�F
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 6063-T6 Aluminum 16 ksi 22 ks1 '••,"40RIDP,.•'•.
A36Steer 35kSi 55ksi ��SS •••••• G��
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON,DEWALT ULTRACON+OR DEMALVELCO 1/4"S.S. Gr.33 Steel Stud 33 kel 45 ksl "','QNAL IEN``\
AGGREGATOR MASONRY ANCHORS. A.LYNN MILLER,P.E.
FL P.E.#58705
DETAIL E:
--I .125'MIN.
MULLION TO MULLION °
L
DETAIL C: INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO (U-CLIP) 0
MASONRY STRUCTURE 1)MAY BE INSTALLED IN"TEE"OR"CROSS"
(STANDARD CLIP SHOWN) INTERSECTIONS. y
VARIES
2)MAY BE INSTALLED HORIZONTALLY
BUCKSTRIP I (SHOWN)OR VERTICALLY.
NOTCHEDTO C4
PROVIDE I BUCKSTRIP c 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 5
CLEARANCE I AND FOR CORRESPONDING MULLION, co m V
FOR MULL I ATTACHMENT TOP VIEW Z
CUP. I BY OTHERS, MULLION 0 ~
SEE NN-OOT'1. VARIESi—I
I 012 STEEL SCREWS, _-
- I SELF-DRILLING OR PRE-DRILL d" Z
I I ` MULLION AND USE SMS �o hc
1 MULLION �� / W m O 0
p (0
I MULLION
I•- Z m
ETTHER THE I n ° IO I I ,PER SUBSTRATE, TCHOR HE OFFSET CUP'S O W
' I RECOMMENDED FOR ``
_Z 0 z°
STANDARD OR I I I-" I ,SEE TABLE318-13B FIN-FRAMED g
OFFSET MULL I I 4 I I LINTERSECTION = +•'( ��
CLIP MAYBE I I W U-CUP
NDOWS,BUT MAY
INSTALLED BY °I °I I EDGE DISTANCE ALSO BE USED FOR p'
THIS OD. d° v 1 I FOR ANCHS MASONRY OTHER FRAME TYPES. EXTERIOR Q Z p
Y N
a s I I I i I Z Z ¢ (D
Q Z N
!2 CID
SEESHEETS21-23FOR Bup I.-� t
,•/1 ° ° °-I ° HOLE LOCATIONS Loa o 0
EXTERIOR ° a° G , i FRONT VIEW EDGE W J
a+' .° DISTANCE Of ¢ Y Y
EDGEDISTANCE G u SEE TABLES ~ ~ U) U)
FOR MASONRY ° d C 18-138 0 Z Q
ANCHORS d..—
Z In C/)
g m04.0
8 SIDE VIEW $ 0: 12
a a MULLION ATTACHED TO PRODUCT REVISED
TYP.ANCHOR a8 com Iying with tho Florida
TYP.ANCHOR PER SUBSTRATE, STEEL STUD Building Coda
PER SUBSTRATE, SEE TABLES 113-138 (STANDARD CLIP SHOWN) NOA-No. 20-0406.03
SEE TABLES 18-13B
BUCKSTRIP
STRUCTURE Expiration Date 05/26/2026
AND TYP.ANCHOR By
ATTACHMENT PER SUBSTRATE,
-.�• BYOTHERS, 0' SEE TABLES IB-13H ® Mlaml-0Dade Product Control
EMBEDMEM SEE NOTE 1, ti
SHEET,. SEE SHEETS
EDGE 21-23 FOR
.• ` " .. ' DISTANCE HOLE
MIN 2.T KSI CONCRETE OR CMU SEE TABLES LOCATIONS
MIN 2.7 KSI CONCRETE OR CMU 1B.13B `�
FRONT VIEW SIDE VIEW MULLION
INSTALLATION NOTES:
EDGE ♦ � �
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DISTANCE ;�'A 0 ��
FOR STEELSTUDS THINNER THAN SEE TABLES
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
FRONT VIEW 18GAAND COMPLIANT WITH THE FLBUILDING 18138
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ATTACHMENT BOY OTTHHERSR MUST USED. � rx� ND.58705
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE EXTERIOR USE WOOD ANCHOR SPECS
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CUP MAY BE USED. NOTES: SIDE VIEW
%�O STA OF D .'
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. .(\'.•
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD F
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3, ANCHOR VALUES MAY BE USED. %�sS•.<ORI01`.••'G��`
TONAL
2)SEE CORRESPONDING MULLION TABLES,
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED SHEETS CORRESPONDING
FOR QUANTITY MULLION
SCREWS. A.LYNN MILLER,P.E.
ELCO ULTRACON,DEWALT ULTRACON+OR DEWALT/ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS.
FL P.E.#58705
i
I
MIAMIQADE MIAMI-DADE COUNTY
x PRODUCT CONTROL SECTI6N
11805 SW 26 Street,Room 2{08
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,FL 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/eeonomy
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 Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020,
signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at th6 request of the Building Official.
This NOA revises and renews NOA#17-0630.01 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao,P.E.
I
. NOA No.20-0406.03
MIAMI•DADECOUNTY Expiration Date: May 26,2026
08/20/2020 Approval Date: August 20,2026
Page 1
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's j
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.0�)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared !by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-941
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 j
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05111, signed
and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05�
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated
08/29/17, 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 conformance to FBC-Sth Edition (2014) and FBC-61h Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E-1
i
i
PGT Industries,II c.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision D dated 06/26/2020, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61n
Edition (2017) and with FBC 7" Edition (2020), prepared by manufacturer, dated
04/01/2020, signed and sealed by Anthony Lynn Miller, P.E.
i
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-611 Edition (2017) and FBC-71h Edition
(2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on
11/09/17 and expiring on 05/26/21.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2026
E-2
i
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACTOR LARGE AND SMALL w
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.............._...........1 F
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.............._.............1
FIGURE 1: ELEVATIONS..................................1 v rn
2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD........................2 III- L7MULTIPLE [—OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE ��BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MUWON CLIPS,BUT SHALL MULL TO 1X&MASONRY..............2
MULLIONS / —� INSCRIBED INSIDE INSTALLATION NOTES..._..............2
SEE oEraLs c7ANcuLAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CUP. MULL 70 MASONRY....................3 m A ;
SHEETS EE752d 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 w
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS.....................4 U) o
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION..............4 OZ a y
1 X2 X.125 MULL SPECS...............5 _
// �/ �/ ♦ 1 X 2 X 37X.5 MULL SPECS._...........6 _ •--I ---o
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2.75 MULL SPECS..........7 -'U --— - O---
/j INSTRUCTIONS. 1 X 2.75 X.65 MULL SPECS............8 b mW
1 X 3.125 X.500 MULL SPECS........9 Z �S°
SEE DETAILS 17 III III 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.125 MULL SPECS...............10 W O o
SHEETS 24 / l i _ / I I / 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.375 TUBE MULL SPECS....II j - ro) o
ATHRUG; 1X4 X.375-r MULL SPECS........11 f- Q BID �O
I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1.25 X3.188 X.285 MULL SPECS._12 w 6
SHEETS IPRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. W o�'
OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 J a Z
VERT. HEIGHT 1.26 X 3.25 X.624 MULL SPECS.....14 Z. WzR
MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.94 X.624 MULL SPECS.....15 E
LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS................16 01 Z , i
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.25 MULL SPECS....._.........17 J ¢ rc
SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT t.ze X 2.11 X.125 MULL SPECS_.18 Q O) o
SHEET 30•X 3.25 BAY MULL SPECS.........19 W r N
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT F F Q 10 45'X 3.25 BAY MULL SPECS.........20
REACTIONS. MULLION&CUP DIMENSIONS......21.23 ¢ Q Z N N
EXAMPLES 1&2.............................24 F_ z IQ u oo e 0
44
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-63;ELCO ULTRACON,DEWALT/ELCO AGGRE-GATOR,DEWALT ULTRACON+NOA'S. LOADING EXAMPLES......................25 U) 0 o 0
PRODUCTSMAY fA
BE OF ANY TYpE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W
MANUFACTURED CODE,AND ARE APPROVED FOR IMPACTAND NON-IMPACT APPLICATIONS.MU WONS ARE ONLY TO BE USED WITH PGTI Z CJ
FENESTRATION PRODUCTS. ¢gg� Q O O
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ O-b Z m O y0
LSEED
TAILSORIZONTAL1)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENINGMULL SHEETS2d WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.LENGTH ORIZONTAL PRODUCT REVISED
MULL as complying with the Florida
LENGTH INSTRUCTIONS: Building Coda
NOA-No. 20-0406.03
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/Fl- FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 0512612026
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By ✓7
MULL I^-OPENING WIDTH--1 I—HORIZ MULL LENGTHS Mlaml-0ado Product Control
—1 LENGTH r' FI I ITI� 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR"OR'TRIFWGULAR/TRAPEZOIDAL.F OPENINGIGT4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LEWM FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPENING MULL H �' HOORIZ. VERT. MULLION CAPACITY(LBSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSTM FOR THE OPENING OBTAINED IN
HEIGHT LENGTH I' MULL MULL STEP 1).
LENGTH
L L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
OPENING WIDTH N
SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEE T AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ���\J,�, •• "•••. A7�
OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �\�,. 0CENSF'•.C�
FOR VERTICAL MULL CAPACITY IS MET.
`1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS No.58705
FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBSIFP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT)FOR THE
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 'Z Z -
-2020 FLORIDA BUILDING CODE(FBC),7TH EDITION O•'. AOF
.�
-2017 FLORIDA BUILDING CODE(FBC),BTH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION �i�� FC 0 R I D N •'•\���
-ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION CAPACITY(LBS/F P)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �/SS '"••••• G\��
-ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. /// �ONAL TEN
-AISI 8100.16
-AISC 360-16 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MILLER,P.E.
FL P.E.#58705
DETAIL A: DETAIL B: MULLION
MULLION TO 2X WOOD BUCK ,-MULLION1 a
MULLION ATTACHED TO 1 X BUCKSTRIP TYP.ANCHOR
OR WOOD FRAMING AND PER SUBSTRATE.
WOOD BUCK AND MASONRY ^oY
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) 'v7ACHiEas SEE SEE TABLES I&13B
SEE NOTE 1, N
I j MULLION SHEET 1. �'E Q
j I I I z NN LJ
BEE SHEETS '° •q I MIN 27,KSI �••� +� EDGE 0 Q
EITHER THE I I I 21-23 FOR HOLE ,d j' I CONCRETE OR CMU',' �'-
---- --— STANDARD OR t LOCATIONS I. 'I DISTANCE,
�I SEE SEE TABLESO_
OFFSETMULL EDGE m I EDGE DISTANCE 1B-13B
CUP MAY BE I DISTANCE m I. FOR MASONRY m �p d'
INSTALLED BY 4 I II FOR 13 I I a ANCHORS W ¢ O 0_
THIS METHOD. SCREWS i m m
L/.250'MAX FOR eOd•• a I I SIDE VIEW Z M H
.. ALL MULLIONS d., F O
4 °. a EITHER THE F
° a STANDARD OR.4 0
,,/� e. a OFFSET MULL Z
. CLIP MAYBE � Q' � .�0
4 EXTERIOR a INSTALLED er > F— 5 cQ
d EDGE THIS METHOD. J (Ao
e ...d d IS
4 .. Q � N
n e FOR H Z .-
MASONRY ° m Z O Z N .N
° THE OFFSET CUP IS
ANCHORS
RECOMMENDED FOR � Qs g0 Bb'O
EXTERIOR e 4' FIN•FRAMED J 9 o'
WINDOWS,BUT MAY
UU
ALSO BE USED FOR Q
CO
OTHER FRAME TYPES. o
WI �
Z
U _ Z O O
Qa ..� rn
TYP.ANCHOR TYP-ANCHOR
TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, S •Ti
ILZ PER SUBSTRATE, SEE TABLES 113-IBB SEE TABLES 1&13B
SEE TABLES IB-16B EDGE(END PRODUCT REVISED
DISTANCE BDDKSTRIP as OOm Iyyingg With the Florldn
�— SEE TABLES AND Building COd0
EMBEDMENT BUCKSTRIP 1B-138 T ', ;. i ATTACHMENT NOA-No. 2O.OQ06,Q$
:...�.::: BY OTHERS.
AND EMBEDMENT' •[' - SESE NOTE 1, Expiration Date 05/26/2026
',...:..-.... _ HEET I.
ATTACHMENT
BY OTHERS, ' / .....
SEE NOTE 1, '!,' �• � ., By
•�` SHEET 1. Miami-Dade Product Control
•, MIN 2.7 KSI CONCRETE OR CMU
" SIDE VIEW FRONT VIEW
FRONT VIEW
MATERIAL PROPERTIES::
INSTALLATION NOTES: Material Min.Fy Min.F. WWWWII II III//�
Steel Screw 92 ksi 120 ksi 04, 4
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 18.8 Screw 60 ksi 95 ksi �\ .•' �WCENSF ��� ��
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR 410 Screw 90 ksi 110 ksl
TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D, DeWait/Elco Aggle-GatorG 57 ksi 96 ksi T}; No.58705
EITHER THE STANDARD OR OFFSET CUP MAY BE USED. Elco UltraCon® 155 ksi 177 ksi _ !
3/16"DeWalt UltraCon+G 117 ksi 164 ksi
3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. 114"DeWalt UltraGan+® 148 ksi 164 ksi
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 6063-75 Aluminum 18 ks1 22 ksi % '•.F(ORIDP.-"§\ '�
A36 Steel 36 ksi 58 ksi i s .........
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON,DEWALT ULTRACON+OR DEWALT/ELCO 1/4"S.S. Gr.33 Steel Stud 33 kel 45 ksi �/////"ONAL I`N"
AGGREGATOR MASONRY ANCHORS. A.LYNN MILLER`,P.E.
FL P.E.#58705
DETAIL E:
—I .12s MIN.
MULLION TO MULLION °
DETAIL C: INTERSECTION NOTES: �
MULLION DIRECTLY ATTACHED TO (U-CLIP) F
MASONRY STRUCTURE 1)MAY BE INSTALLED IN'TEE'OR"CROSS'
(STANDARD CLIP SHOWN) vaRlEs INTERSECTIONS.
2)MAY BE INSTALLED HORIZONTALLY o� M
BUCKSTRIP I ` (SHOWN)OR VERTICALLY.
NOTCHEOTO C4
PROVIDE I BUCKSTRIP , 3)SEE U-CLIP DRAWINGS,SHEETS 21-23
CLEARANCE I AND FOR CORRESPONDING MULLION. to CJ FOR MULL I ATTACHMENT TOP VIEW Z
CLIP. i MULLION
BY OTHERS, O F-
I SSHEETE.1• VARIES —_-
--------- --1- - 1 R12 STEEL SCREWS. b
__-- 1 SELF-DRIWNG OR PRE-DRILL O=>e ?
I I \ MULLION AND USE SMS W
i MULLION �� / 0] O U
.� 7 f+l
I I MULLION z)- t0 m
I "
I.a d a I I j TYP.ANCHOR �_ O O
PER SUBSTRATE, THEOFFSET CLIP IS Z (J 2
EITHER THE
laLU
S7ANDARDOR j jd' I I ISEE TABLES IB-taB RECOMMENDED FOR \` ~
OFFSET MULL e I I FIN-FRAMED /
9 I I WINDOWS,BUT MAY LINTERSECTION �
CLIP MAYBE e I P• e I U-CLIP W
INSTALLED BY I EDGE DISTANCE ALSO BE USED FOR f� I- �'Q'
THIS METHOD. da <1 I I.I a I' FORANC MASS NRY OTHER FRAME TYPES. EXTERIOR Q C) ♦- O
Z Z Q W (D
a I I a7 1 e Q O Z DD
CO
DD N
SEE SHEETS 21-23 FOR ~ E'- O o0
u HOLE LOCATIONS o 0
EXTERIOR d` i FRONT VIEW EDG
d E W
'�' DISTANCE
EDGEDISTANCE d c SEE TABLES F ~
FOR MASONRY < d 1B-138
ANCHORS e d d.. Z co (/J
8 SIDE VIEW1. s m€€�
" € @�E'
d d MULLION ATTACHED TO PRODUCT REVISED
DETAIL D:
7YP.ANCHOR as complying with tho Florida
TYP.ANCHOR PER SUBSTRATE, STEEL STUD Building Codo
PER SUBSTRATE, SEE TABLES 1B-13B (STANDARD CLIP SHOWN) NOA-No. 20.0406.03
SEE TABLES 1B-11B
STRUCTURE Expiration Date 05/26/2026
AND BUCKSTRIP
ATTACHMENT TYP.ANCHOR By
PER SUBSTRATE, Mlnml-Dade product Control
SEE NOTE 1.
Y OTHERS, ---_ tFOR
�SEE TABLES IB-11B
EMBEO'MEM SHEETI. SEE SHEETS
EDGE 21-23 FOR
.•- ... ..,,• ,. - DISTANCE ` HOLE
MIN 2.7 KSI CONCRETE OR CMU SEE TABLES LOCATIONS
MIN 27 KSI CONCRETE OR CMU 1B-Ia8 \�
FRONT VIE W SIDE VIEW MULLION
INSTALLATION NOTES:
EDGE ♦ O
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. D1siANCE ♦��••'10EN•
STEEL STUDS THINNER THAN SEETABLES ` 1.FRONTVIEWANDCOMPLUUdTWTHTHEFLBUILDINO 181382)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION E.A2x WOOD BACKER MUST USED. 1 No.58705 •�
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ATTACHMENT BY OTHERS.
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE USE WOOD ANCHOR SPECS SIDE VIEW _
EXTERIOR -
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CUP MAY BE USED. NOTES: -
` F
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. %fin•'. OF (V�`
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD % (�•'•.FLORIDP,.•'•���
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ANCHOR VALUES MAY BE USED. oNAL E ('y♦♦♦
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 2)SEE CORRESPONDING MULLION TABLES, �I/1111 1 10111
ELCO ULTRACON,DEWALT ULTRACON+OR DEWALT/ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. SHEETS 5-20,FOR QUANTITY OF SCREWS. A LYNN MILLER,P.E.
FL P.E.#68705
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION F
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
SEE DETAILS A-D, 36.OR 45• ¢
SHEETS 2 AND 3 FOR INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES.
tV
,—MULLION y ❑
1511r 0 0 Cl) LU
z LU
0 0
O O O O O _� _ _ _____y
VIEW -2
-- to 2
SIDE VIEW I i LU V a o m
SHOWN WITH 1•X4•X.125• TOP VIEW
MULLION I I I=.. Z
EXTERIOR I I I TYP.ANCHOR ❑ Z
I I I I PER SUBSTRATE,
I i i SEE TABLES 15B OR 1611 Z 0
STANDARD MULLION CUP I TYP.ANCHOR I 1 1 I EXTERIOR o �Z PER SUBSTRATE,
MODIFIED TO FIT FIELD I SEE TABLES is-14B p i Q Z O
CONDITIONS. I 11 I N
I I I I 12'X 5•ANGUE CLIP, Z Z Q W CIDI i 1 2 PER MULLION END,MUST BE Q Z N N
I I I INSTALLED INSIDE OF BAY MULL 00 ('p
MULLION I I I p §9 0.6C)
I I I I rb 1 I it I I i i LU J a o
w F Y Y
II I ANGLE CLIP, IL Z Q O 0
2 PER MULLION END,
I I I MUST BE INSTALLED d Z ❑
I I IN OF MULL ., m0
d> o
I I 9 s
I g w
I
'\,_TYP.ANCHOR PRODUCT REVISED
PER SUBSTRATE, as Complying With the Florida
SEE TABLES IB-13B Do idlno Codo
INTO WOOD, NOA-NO. 20-0406.03
STEEL,ALUM
INTO WOOD,STEEL STANDARD CUP TO BE EXTERIOR OR MASONRY EXTERIOR Expiration Date 05/26/2026
ALUM,CMU OR MASONRY MODIFIED IN-FIELD. 9y Z�
EXTERIOR
Mlaml-Dada Product Control
GE
OEWEQO CµDI,
INTO WOOD,STEEL,
® I ® ALUM,CMU OR MASONRY EDGE O
DISTANCE
PER
ANCHOR `111111111/IY,
EDGE
DISTANCE NOTES FOR INSTALLATION OPTION G 8 H: �`\ 0 •"""• ,}, ''�
PER ANCHOR ��.•• M/
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MUWON. Q,•' '•,�
NOTES FOR INSTALLATION OPTIONS F., _ .; No.58705
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11"X.125-MULLION. 2)DETAIL G:SEE TABLES 1B-149 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. • F •((/��
3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES 7IES AND SHEET 22 FOR HOLE O . STATE F
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS, i� ( ��
''"S'0NAL
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 1A
Mullion Capacity Table IbsAtt
Opening Width for vertical) ANCHOR TFORMCAPACITY
Ope g ( y-spamirg muyiore)or Opening Height(for muPlore) ADJUSTMENT FORMULA: Or
In 601n 70 in 80 in 90In 100 h t20In 140 in 160 in /ANCHOR CAP.,n,,,,,
Rectangwar TtaWTdang. Recugda R*Mtag. Reclangder Ttsprrdeng• Rectangda Trawdarg. Rectagular TmWrdmg. Rectangular TtaWrdag. Rectaguar Tlap/Tdang. RecuoWar TrWTdmg. Rectangular TraWTderg. (DP°)X\MULLIONCAP.,,,a,_%
Ix2X.126 LoadinD Waring Loadng Loading Loading Loading Loading Loading Loadng Wedag Loading Loading Loadirg Loading Loadng Loadng taa�g Lmdng o2 w
Alum Tube z• r �• •^ ,f r g & a P �• a � z z• �, a a �, z• e g f y, �, t �, r - r � �• p a =ANCHOR CAP.,„ �
Mullion $ $ a� s a a A� a a �� a 3� o $ ag g� a a� it a a i a! a m� J�� a s N
8 8 & 8 8 8 8 8a 8 80 8 8 3 c7 u a 3 cue t3 3 3 r9� cY 3 9 c9 'Ra t4 d B B 8 � 8 8 a 3 3�
USE THIS FORMULA s 0 LL)
5 S s. _�y Rb Sbe•3 Jet. b B 'gt 8 s• 8_a ys 5 4 `g 'yg� 5 1let s. I g s. •�� yip a y67�°• g s.. THE"ANCHOR CAPACITY rq l0 w
�� d f� REQUIRED"CORRESPONDING O is
42 in 111.9 408 129.5 332 932 408 115.5 325 79.9 406 107.8 321 69.9 403 104.4 319 62.1 408 104.0 319 559 408 104.0 319 48.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 TO AN ACTUAL PRESSURE _-
REQUIREMENT FOR THE
--- -48In- -74.9 312 83.8 258 62d 312 73:4 252 53,5 712 87.0 248 46.8 312 632 248 41.6 312 81.3 244 37S 312 61" 2M 312 N2 81.0 2N 26.8 312 61.0 244 23.4 312 61.0 2N OPENING,WHEN IT IS LOWER = _
THAN THE MULLION CAPACITY m V
50.625 In 63.9 281 70.fi 2M 532 781 61.5 226 45.8 "281 55.7 ?24 39.9 281 521 722 35.5 ?81 5g.t 220 31.9 281 49.3 219 28.6 281 49.3 219 228 281 49.3 219 20.0 281 49.3 218 o Z
(FROM THE TABLE)OF THE W o Q 541. 528 N) 57.5 207 43.9 247 49.0 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 35.4 193 21.0 247 $8.1 193 18.8 247 38.1 193 16.4 247 38.1 iW m
SELECTED MULLION.IT WILL � r3
c 601. 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 2a9 160 21.3 200 27.1 159 192 200 25.9 157 16.0 200 25.0 156 YIELD A MINIMUM ANCHOR (-- l0 W
J 63 N 73.1 181 J5.3 155 27.6 161 303 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 14J CAPACITY WHICH MAYBE Z
USED TO QUALIFY ADDITIONAL D O
88 In 23.8 165 30.6 U2 24.0 185 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 ca g W
ANCHOR OPTIONS FROM THE Z
72 In 22.2 139 23.3 1. 18.5 139 19.9 118 15.9 139 17.5 116 ANCHOR CAPACITY TABLE ? ag p
761n 18.9 125 19.7 109 15.7 125 16.8 107 -Ico@c r� a0
78 In 17.5 118 182 104 ,Jj N
Q N N
Q Z 1n IO
TABLE 1B y_ N m o�it
Substrate: 27k Concrete 3k Concroto 3.51,Co.. Hollow CMU Fled CMU PT Wood Moto] N _
An her 3/16'Elco 1/4'Eko 311fi•DeWall 1/4'OeWaR 5'16'Elco 3116'Elco 1l4'Eko 3/16'OeWaR 1/4•DeWall ILI
1!4'SS Eka di6'FJco 1/d'SS Elco f110 Steel 612 Slew d/2 Steel
Capacity Arotar Type. 1.111 on Ultracon Ulbacom U3racan. LBbacon Ubecon Uft-on utnr- Ult-om A eGalor Utracon
pe ILY ggr Ap SS Eler Screwimi Screw led Setew I.1 N m lA
(lbs) Edge Distame(ink 1" 2-117 1" 2-1/2• 1• 2.11T 1" 2.1/T 3-1/W P 2-1/T 1' 2.10 1' 2-1/2' 1' 2-1/2• 7 3.1W 2• 0.48• 0.54' 0224• 0 K Q O O
Embod Bnk 1-3/4• 13W 13/4' 1314• 13/4' I-W 1-N4' 13/4' 2' f-1/4' 1-1W 1-114- 1-1W 1-1/4• 1-17P 1-1/4' 1-1/4' 1-1/4' 1-1w 2 13/8' tare• .odes d•� Z..�
2 Armhms®4.76'Min.O.G 1 Standard or Offset Clip(Flg&1): 390 Ibs 390 Ibs 450 Ibs 8901bs 3101bs 630Ibs 2201bs 870IW 16441bs 270 ms 2801bs 354Ibs 740 ms 230 Ids 370lbs 320 lbs 6W P. 374 Ibs 664 ms 948lbs 341 ma 4421bs 5W Ibs �g "0 4±n+
4 Amhors®1.15•Min.O.C./Standard(or Olkel)C iip(Fig.2k 480 lbs 700 Ibs WA WA 3201bs 1260Ibs 3701bs WA WA WA 38D Ibs WA WA WA 7401ba WA WA WA WA WA 6821b3 I1B51bs 11201W P p -�
4 Anchors 3'MIn.O.C./(2)215 Angle gips/(F(8.3k 7B0Ibs 7801bs 680 Ibs 15601bs 6201bs 12601bs 4401bs 1740 lbs 18981bs 540 lbs 56D @a WA 760Ibs 460 Ibs 7401bs 6401bs 11601bs 7481bs s801bs 18921bs 682Ibs us lbs 11201bs
will
2Arolars®0.45'Mirl O.C./UCOp,IMo.12S Alum.(Fig.4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA 7151bs
1 A.h. F-ap(Fig.4 1951ba 195 gm 225Ibs 4451ba 1551bS 315lbs 1101bs 4351bs 8221bs 135 ms 140Its 177Ibs 3701bs 1151bs 1851bs i601bs 290 @s t671bs 332161 4731bs 170 ma 221/Ins MO Ibs PRODUCT REVISED
2Anchom @ 1.15-Mln.O.C./F-m (Flg.ek 2401bs 3501ba WA WA i601bs 63 IIbs 1651bs WA WA WA 190Ibs WA WA WA 3701bs N/A WA WA WA WA 34/Ibs 4421bs 'u60Ibs as comptyln with the Florida
Building Code
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. BOA-No. 20.0406.03
Expiration Data 05/26/2026
By G"�
FIGURE 1: FIGURE 2: TABLE NOTES: Miam"ade Product Control
• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. �--
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE.
FIGURE 3:
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" I 1 I 1111/
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125" •LYN-.
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r �ICENSF •.C�
FIGURE 4: FIGURE S: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE STRUCTURAL STEEL TO BE AT No.58705
� ( )• 1•X2"X.125'MULUON >;
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. -0
OF
S ...... G
�",,,//10NAL E��.�.
A.MN MILLIER,P.E.
FL P.E.#58705
TABLE 2A
Mullion Capacity Table Ibs1FTz ANCHOR CAPACITY
Opening Width(foruenica0y-spanning mullions)or Opening Height(for hodzontally-spannirlg minions) ADJUSTMENT FORMULA: �' g
50 in 60In 70 in 601n 901n 100 in 1201n 140 in 160 N F
Rectangular Traprrd.V. Rectbnguar Tap'Tdang. RwIw9War Trap?nang. Rectangular TnipTnang. Rectangular TmpnTnang. Re Wen Ta A /ANCHOR CAP.,,o„�,
1 x 2 x.376 Loafing I.oaling Losing Loading Loading Loadrg Lnadng Loading LDadng Lnaiirg L4adi� Loading R glad ng TroLwId Q. Rr �r T .. R Dtrola T L nLq g (DP)X\MULLION CAP.-,•„/
Alum,Tube a y_• r r p k r r r r r a ,� r r n ,g r r r •_ r r_ r r p r a �• r r a r ox a
ANCHOR CAP.,,,
Mullion �s' �. ��, a air N
�� _� gay. � 2 !3i gad a g b g� 6� 8 3 G g� &$ a 3g &fir 1�g gay. USE THIS FORMULA TO OBTAIN a ❑ Uj a# f� REQTHE UIR HOR D"COR PACITYESPON a) rn� F
REQUIRED"CORRESPONDING ZO
421n 170.0 620 170.0 435 151.3 662 170.0 478 129.7 662 170.0 506 1135 652 169.6 518 long SM 168.9 517 90.8 662 168.9 517 75.7 6ffi 1689 517 64.9 6ffi 168.9 517 56.7 662 1689 517 TO AN ACTUAL PRESSURE
___48In_ 121.6 507 136.0 419 101.4.507 119.2 410 85..9 507 108.7 403 76.0 507 1026 399 67.6 507 99.6 397 so.e 507 ss.0 391i 50.7 507 es.a ass 43.4 507 99.0 3se 3a.o sm 9g,D 39s REQUIREMENT FOR THE _
OPENING,WHEN IT IS LOWER 0 _
- -- 50.625 in 103.7 456 114.6 379 86.4 456 99.9 371 74A 456 90.5 364 64.8 456 84.6 360 57.6 456 81.3 357 51.8 455 80.0 355 43.2 456 80.0 356 37.0 456 80.0 356 324 455 80.0 3s6 THAN THE MULLION CAPACITY o Z
541n 85.4 400 03.3 336 71.2 400 60.9 328 61.0 400 72.7 322 534 400 67.3 318 47.5 400 64.0 315 427 40D 673 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 400 61.6 313 (FROM THE TABLE)OF THE W o Q
SELECTED MULLION.IT WILL m C3 601n 623 324 66.9 276 61.9 324 57.5 270 44.5 324 51.2 264 389 324 489 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 22.2 324 4D.5 253 19.5 324 40.5 253 4O W
YIELD A MINIMUM ANCHOR
C 63 in 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.8 241 33.6 294 39.8 237 29.9 294 37.1 234 2S9 294 35.2 232 22.4 294 33.5 230 19.2 294 33.4 230 18.8 294 33.4 230 CAPACITY WHICH MAY BE Z
J 661n 46.8 268 49.6 230 39.0 258 A42.4225334 268 37.5 221 29.2 26B 34.1 216 20.0 26B 31.6 216 23.4 268 29.8 212 19.5 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209 USED TO QUALIFY ADDITIONAL ❑ m ANCHOR OPTIONS FROM THE ? = W 37.9 iB8 30.0 225 257 225 28.4 108 7L5 ?25 2S6 185 20.0 715 23.5 102 18.0 225 221 iB0 180 225 20.3 177 129 225 19.6 176 11.3 225 19.6 170VANCHOR CAPACITYTABLE, g WQ
�7*6 32.0 177 25.5 2ffi 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 1n4 163 12.8 202 15.7 160 10.9 202 159 158 9.6 202 15.8 15B EL-iZ9.6 768 23.6 1ffi Zll.2 192 220 1ffi 17.7 792 t9.7 159 15.7 7ffi 187 157 14.2 1ffi t88 755 178 1ffi 152 152 10.7 1ffi 14.4 150 8.9 1ffi 142 150 Q J � O 19.0 128 15.4 144 Z = ¢ N N
15.6 113 � qqZ
�Fb Cir5
TABLE 213 W K Y Y
s.Shale: 271,Concmle 3k Coxmle 3.5k Canc. Hallow CMU RIr4 CMU PT Wood Metal N 1n rA
Anchor Ancha7ype: 3116'Elco 1/4'Elco Y161 NWaO 114'DeWall 5/16Elco 3116"Elco 1/4•Eko 3MUDeWelt V4'OeWeO V4'SS EIcc 5116'Ek01/4•SS EIco 1110 Sled in2Steel a'12 Sigel V IN Q
Capacity Ulwtm U11M. Ultmm. UIIIawnM Unman Unrdcon ultr4con unnicaN Uaraccna A99mG310r U0r4cm AggteGatbr Screw(c5)Scmw(G5) Smav(G5) Q - Z O O
QbS) Eo3e Olstarce(in): 1" 2-12' 1' 24!7 1" 2-1/r 1' 2-V7 3-VB' Y 2-1? 1" 2-10 1' 2-10 1' 2-11T 2' 33V8• 7 o41r n54' 0.324' a g !0
Embeanem(In): /3'4' 1314' 13'4• 1-Yr 13/4" 1314• 73r4• I-VIr 2- 1-V4• 1414' 1-1/4' 1-114' 1-114" 1-114' 1414' I.1/4• 1-114• 1-vd' 7 tars• 1-w vanes y 0 m0
2Arelom@4.75"Min.O.C./Standard crOmel cup(Fig.1): 390 Im 3901DS 4501DS 890 MS 310 lbs 63D Ibs 22011E 870lbs 1644 lbs 270lbs 280 Ins 540
354Its 740 IDs 2301bs 3701bs 32oits 5801bs 3741bS 6641DS 946 Ibs 3411bS 442 Ibs 560 Im -4 g
4Anchas@1.16-MID O.C./Slandard(a Odd)Clip(FIg.2): 480 Me 700lbs WA WA 320lbs 12®IDS 370116 NIA N/A N/A 3800u N/A 111A NIA 74DW NIA WA N/A NIA NIA 682 ms 8851bs 11201ts PRODUCT REVISED
4 Arcoo16 @ 3"Min.O.C.!(1)245 Angle OIp6/(Mg.3): 7801D5 7B0 ms 680 Ms 1560 Ids 620lbs 1260 Ids 440 Ibs 1740 lbs 18961ts 540lbs 560lbs NIA 76D 109 460lbs 740 ms 640lbs 116D IbS 748 mS 880 Me 18921Ds 682lbs Bas lbs 11201bs
2Anchas @ 0.4S Min O.C.!U-0lp,Into.l2SAlun.(Fig.4). WA WA NIA WA WA WA WA WA NIA N/A WA N/A NIA N/A WA NIA WA NIA N/A N/A WA WA 7151bs a9 eaxplying With the Florida
1 Archal FC0 Bulldlno Coda
p(Fig.5): 1951DS 19imS 225 Ibs 4451hs 155lbs 315 Ns 110lbs '435115 822 as 1351bs 1401bs 1771bs 370Ins 1151ba 185 lbs 160lb5 290 IDS 187 lbs 332105 47310s 17010s 2211bs 2801bs Non-No. 20-0406.03
2 Amhom @ 1.15'Mln.O.CI Fcalp(Fig.6): 240 IDs 350lbs NIA WA 1 W Ibs 630 Ids 185 lb WA NIA N/A 190 ms N/A WA N/A 370 Ins NIA WA N/A NIA NIA 341 Ibs d421Ds 5�ms
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Fxpirotlon Data 05/26/2026
Byi�7
Miami-Dade Product Control
FIGURE 1: FIGURE2: TABLE NOTES:
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
la SEE SHEETS 2'-4 FOR GENERAL INSTALLATION METHODS. 1.000" r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `11(11 1 111 I1!I7
F-e 11
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" \� O /
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ���'��•''•�(GEHS�:'1z �.
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L375" Q.•
No.58705
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 'T _�•:
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.126' )
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND. TI GAUGE).STRUCTURAL STEEL TO BE 1'X 2'X.375 MULLION
SHALL
EXTEND
� LEAST,125"THICK AND A36.ALL ANCHORS INTO METAL SHALL IXTEND AT LEAST 3 SCREW THREADS BEYOND '� •'• r �0
• THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. O�•.• SAT OF •I��
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 3A ��
Mullion Capacity Table(Ibs#tt) ANCHOR CAPACITY n ?I
Opening Width(for vertically-sparlrtrg mullions)or Opening Height(for horizontafly-spanning mtltlons) ADJUSTMENT FORMULA: O
So in 6o in 70 in ao in 901n 100 in 120 in 140In 160 in ANCHOR CAP. a
Ratangular TmprTdag. Rectengul. TrayTdang. Rectangular TroWTdarg. F7emaMpdar T p'01ang. Rcctmgula TraWdag. RectmigdmL
rdmg. Recten9d✓4 Tr-prill ng. Roctenµdar Tap?dang. Rectagular 7apM.n9. (DP-)X( ,
1 x 276 x MULLION
Loading Loading lnadme LoaQm9 Loading Loading Loadng Loadng Loft Loading Loadingding Loading L-Irg L-dn9 Loadng Loadog Loading
.376 Alum. a n_ r a a a n a •^ x Aa a •,. Z• na .. ., HORMufflon Tuba z z-. z z.-. z d v... z z z a.. z z.- z.. z z.�. z zLsu• 8 c� 3 o 3 3 3 USE THIS FORMULA TO OBTAINO Ul
s� s� s �� s s� s% s� gs� s� pss .3 �` s4' � �S THE"ANCHOR CAPACITY lAL
f d rc ��, dim s o: �� 3 M d� M�. d 2 d 2 0 d sou Zr n: x o d rc s d� �= d o: REQUIRED"CORRESPONDING 042 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 US 170.0 606 170.0 992 170.0 Sig 170.0 1116 170.0 521 170.0 1240 521 148.7 1301 170.0 521 12z5 1301 170.0 621 111.5 1301 170.0 521 70 AN ACTUAL PRESSURE -- _I - -' a' - - -
REQUIREMENTFORTHE -j O
_- _48 in_ 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.6 1130 170.0 6T7 136.6 1139 17110 680 113.9 1139 170.0 Sao 97.6 1139 170.0 6MM 85.4 1139 170.0 68D OPENING,WHEN IT IS LOWER : _
- -- 50.625 in 170.0 747 170.0 563 1-10.0 896 170.0 831 167.0 1032 170.0 6S4 148.0 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 766 97.9 1032 170.0 756 83.9 1032 170.0 758 73A 1032 170.0 756 THAN THE MULLION CAPACITY It t U
(FROM THE TABLE)OF THE W oc Q
54h 170A 707 170.0 612 161.3 907 170.0 691 1382 007 164.7 730 120.0 907 1525 720 f07.5 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 109 60.5 907 140.D 709 m P
SELECTED MULLION.IT WILL C9 �?
60In MIJ 735 151.5 625 117.6 735 130.3 811 100.8 735 116.0 599 88.2 735 106.2 590 78A 735 99.5 583 70.5 735 95.1 578 58A 735 91.8 574 5DA 735 91.8 574 44.1 735 91.8 574 YIELD A MINIMUM ANCHOR 1- 10 ltl
63 in 121.9 666 130.0 570 101.6 666 111.5 557 87.0 666 98.9 547 16.2 666 90.1 538 67.7 666 83.9 531 60.9 See 79.8 526 50.8 666 75.8 521 43.5 60 75.6 621 38.1 666 75.6 521 CAPACITY WHICH MAY BE g CO Z
USED TO QUALIFY ADDITIONAL 7 W d ❑
a661n 106.0 607 1I2.4 522 68.3 607 96.1 511 75.7 607 65.0 Sol 66.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 442 807 63.4 476 37.9 607 627 474 33.1 807 12.7 474 ANCHOR OPTIONS FROM THE Z Q.m $ W
J 721n Si.s Sig 55.8 443 68.e Sig 73.0 434 58.3 10 643 426 E21.5
510 57.9 4% 45A 51e 5&3 413 40.6 Site 50.0 408 34.0 510 46.9 4W 292 510 "A 399 2S.5 510 "A 399 ANCHOR CAPACITY TABLE. = 0
1 IS �❑
76 in 69.4 458 72.5 400 57.5 458 61.7 392 49.6 458 54.1 385 458 48.6 378 36.6 458 44.6 373 34.7 458 41.6 368 28.9 458 37.7 362 24.8 458 36.0 359 21.7 458 35.7 353 J J o O w
78 in 642 435 67.0 381 S3.5 435 56.8 373 45.9 435 49.8 366 435 44.7 360 35.7 435 40.9 355 321 435 38.1 351 26.8 435 34.4 344 22.9 435 32.6 341 20.1 435 322 340 r N
80 to 41.fl 327 43.1 290 34.fl 327 36.4 285 29,9 327 31.8 280 327 28.3 275 21.2 327 25.7 2T1 20.9 327 23.7 26fl 17.4 327 V.0 262 We 327 IDA 258 Q n z 1 CO
96 in 34.4 287 35.4 257 Za.7 287 29.9 25 224.6 287 26.0 248 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 00 CID
(D108 In 24.2 227 24.7 205 2e2 227 20.8 201 17.3 227 19.0 198 ) 16.0 195 U)
X n 'i S�
Ill In 22.3 215 22.7 194 16,6 215 19,1 191 15.9 1 215 18.6 1..
12D in 17.6 184 17.9 167 U Q
X
TABLE 3B g 4
Subsbate: 27k Coarcla 3k Caarele 3.5k Cane. FbBow CMU FAIN CMU PT Wootl Metal
Anchor AnahorryP° 311G Eko 1f4'Elco 3118'DeWolt Ill W. Sill Eko 3/18'Elco 114'Eko 3116'noWolt 714'Dowatt 1!4'SS Elco SIZE" i/4'SS El.. 010 Steal 412 Steel 412 Steel 3
Capacity Littman Ultracan UOmcom Ullmcam Ult-on Ultmcon Uliracon Ultracon� Uliraoom AggraGator Ultracon AggmGatm Sorcw(G5)Scm;/(G5) 6arew(GS) PRODUCT REVISED
Ibs) Fag.Oiswme 9nT 1' 2-tit' t' &t7 1' 2.112' P 2-VY 3.118' IN 2-12 1- 2-t12 1' 2-0/7 1' 2-0/T 2' 3.118' 2' 0.48' 0.64' 0.324' as com lying with the Ftortda
( E04edmenl 0n 1-V4' 1-3W t V4' 1-314' 1.3/4' 14W 1-314' 1.3/4- 2' 1-1/4- 1-1/4' 1.1/4- 1-1/4- 1.1/4' 1-1/4' 1.1/4' 1.1/4' 1.1/4' 1-1/4' 2' 13B' 1.3�8' vada Building Cado
2 Aataas Q 4.75'Min.O.0/Standard or 09601 C4'p(Fig.17 3901bs 3901bs 4501bs 8901bs 310lbs 63016s 220lbs 870 lbs 1644 Ibs 270 Ibs 2801ba 3541ts 740 lbs 2301bs 370 to 3201bs 5801bs 374 Ibs 664 ft 9461bs 341 Ibs 4421bs 560 lbs NOA-No. 20.0406,03
4 Aatnm@7.15'Min.O.C./Standard(of Offset)Cap(FIg.2L 480Ibs 700 U. WA WA 320lbs 12801bs 370ID9 WA WA WA 33D Ibs WA WA WA 74D ft WA WA WA WA WA 6821bs g8515s 1120 Ibs Expinttion Date 05126/2026
4 Aahom®3'Mtn.O.C./(2)2+5 Arrg!e C9ps/(Fig.3k 780 Iis 760IOs 680 r6s 1560Iba 6201bs 1260165 440 Ibs 7740IM IBMIhs 540 ms 56016s W 6016s A 760 i5s 4 7401M 64015s 1160Ibs 746 15s ON Ms 1892 ms 6821bs 88515a 1120 Ibs
2 AncM1xs®0.45 Min,O.C./UCllp,Into.125'Alum.(Fig.4p WA WA WA WA WA WA N/A WA WA WA WA WA WA N/A N/A WA WA WA WA WA WA WA 7151bs By
1 Anahor/F-ap(Flg.6): 19515s 1951bs 225 IW 4451bs 1551bs 3151os 1101bs 4351M 8221bs 13515s 140@s 177� 3700s 1151bs 18516v 160 ibs 290 gs 167 ms 3321bs 473It; 170 to. 2211bs 260 Ws Mliiu de Product Control
2 Aahas®1.1S Min.O.CJ F-Mp(R..St 240 ft 350 H. WA WA 160
lhs 6301as 1851Cs WA WA WA 190 ros WA WA WA 3701bs WA WA WA WA NIA 341 0n 442Ibs 5601Rs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ( ->CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: TABLE NOTES: v
• • 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. I 1111111 I t t g 7/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I ;��`��()A'( YAI/V
FIGURE 3: VtCENS'
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750"
Ee 0 IF I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -
ANGLE CLIP MUST BE USED IN PAIRS. _-0
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED --3-75' ��0�. S q7p F 0 ::(V44//
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125" `(- (� •-,c/ORiON ',•',��
• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT •,
® - LEA5T.125"THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75"X.375'MULLION '�SS10NI ALy�EN 0
• I l I I • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. A.LYN<J MI�LtR,P.E.
FL P.E.#58705
TABLE 4A
Mullion C2p2cIty Table sMtt ANCHOR CAPACITY
Opening Width(for verbally-sperxing mullions)or Opening Haight(far horizx1say-sparring mullions) ADJUSTMENT FORMULA: ��{ F
50 in SBN 701n 801n g0 in 100 in 120 in 140In 160in ANCHORCAP._,_ g
Reclengidar TMMang, Rectangular TmWdane. Rectangular Treprrrfang. Rectangular Trepridang. Rectangular TrapnWmg. RaclarlgWu Trep/Tdarg. Rectangular TimprIldeng. Recfmtguta )X
TrepTdarg. Rectangular Tr�lldan0. (DP_ 5r y
1142.761L Leading Loading Leering Mang Leading Loaft Leafing Loadn9 Laadmg I_no
Loadng Landn9 Leafing Loadng Loadng Loafing Loading Leafing MULLION CAP.,,o,.... I'.i w
.660 Alum. p"
Tuba r r x r r x r r x r n r r x x x r x r x x x a x x x x x r r x x a x =ANCHORCAP.q"
o a.. a - s - - a - �- - a., a a.. �0
Mullion �• �� � �� � ��. $ $ �8 •� c �$ �� 6� a
u o u u u o u o 0 o v u f:1 u o 0 0 o U o u c1 U o u a 47 c1 c u o U USE THIS FORMULA TO OBTAIN 5 a w
8� t 8� �� o� z� �. 5� a� 6g t S� z S� r €� 6g op &� tE S$ t 6� n'e$ s� is `� S `� la THE"ANCHOR CAPACITY CO) m� d
�� d d s �a d f d I d�a REQUIRED"CORRESPONDING
TO AN ACTUAL PRESSURE _ _ __ _�
12 In 170.0 820 170.0 475 fl0.0 74/ 170.0 478 170.0 888 170.0 508 170.0 892 170.0 519 170.0 1116 170.0 521 170.0 1210 170.0 521 170.0 1488 1T0.0 521 158.7 1820 170.0 521 138.8 1620 170.0 521 -J O
REQUIREMENT FOR THE
- -48 In 170:0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 660 121.5 1417 170.0 630 106.3 1417 170.0 680 OPENING,WHEN IT IS LOWER 7 _
THAN THE MULLION CAPACITY U
50.8251n 170.0 717 170.0 563 170.0 896 170.0 671 170.0 1018 170.0 664 170.0 1195 170.0 723 162.8 1266 170.0 747 118.3 1288 170.0 758 121.9 1286 170.0 756 104.5 1266 170.0 756 91.4 1286 170.0 756 o Z
(FROM THE TABLE)OF THE W o Q
54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.E 1130 170.0 856 100.5 1130 170.0 861 68.1 1130 170.0 861 75.3 1130 170.0 861 SELECTED MULLION.IT WILL 7 03
C)
601n 170.0 885 170.0 701 146.6 915 162.3 761 125.6 916 144.5 748 109.0 015 132.3 735 07.0 915 123.9 728 67.0 915 118.5 720 732 015 114.4 715 62.6 915 114.4 715 54.9 915 114.4 716 YIELD A MINIMUM ANCHOR i- O W
CAPACITY WHICH MAY BE CO Z
67 in 151.8 830 161.9 710 128.5 SW 138.9 694 108.5 830 1232 681 94.9 5M 112.2 670 84.4 630 104.6 662 75.9 830 99.4 658 63.3 83D 94.5 649 542 630 94.1 049 47.4 SW 94.1 649 U
a USED TO QUALIFY ADDITIONAL 7 W z m W
TO 66 In 132.1 757 140.0 650 110.0 757 119.8 GM 84.3 757 105.9 624 82.5 757 00.1 614 73.4 757 89.1 608 68.0 757 842 600 55.0 767 78.0 697 47.2 767 782 591 41.3 757 78.2 591 ANCHOR OPTIONS FROM THE z
j 72 in 101.7 635 108.8 552 84.8 6MM 91.0 540 727 B76 80.1 530 63.6 638 722 521 56.5 SM 66.5 514 50.9 636 S2.3 508 424 636 572 500 36.3 636 55.3 497 31.0 638 55.2 497 ANCHOR CAPACITY TABLE. ? _j
g 76 m 88.5 571 80.4 188 721 $71 76.8 488 571 87.4 47B 54.t 571 60.8 471 /8.0 571 55.5 484 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 57f 44.5 448 ¢ A[ a- O
781n 80.0 512 83.4 474 66.7 542 70.8 465 57.1 542 821 458 SD.O 5/2 55.7 MB 44.4 542 51.0 442 10.0 -2 47.5 137 33.3 542 Q9 429 28.6 542 d0.8 425 Z5.0 542 40.1 423 I•-' Q
00 in 571 407 53.7 361 43.4 407 45.1 355 37.2 407 39.6 349 325 407 35.3 343 28.9 407 32.1 378 25.0 107 29.6 334 21.7 407 25.1 327 18.6 407 24.1 322 16.3 407 23.0 319 Q to Z N
~ 1D.0 00 a0
96In 479 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 358 28.8 304 23.8 358 20.1 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 358 192 284 rA X m
108 in 30.1 283 30.8 255 25.1 283 25.0 251 21.5 283 225 217 186 283 18.9 2" 16.7 283 18.0 240 15.1 283 1B.5 237 W O
n
+11 In 27.6 287 zee 212 23.1 Z87 23.6 278 18.8 267 20.8 23s 17.3 287 18.J 231 15.4 287 16.s 228 Lsl
120 in 22.0 229 22.3 209 1&3 229 18.8 205 15.7 729 16.2 202 (� X Q O p
EL Z mtn as
TABLE 4B �9� , W
Substrate: 27k Concrete 3k Concrete 3.5k Com. hollow CMU Filled CMU P7 Woad Metal
Anchor 3/16'Eke 1/4'Elco 3/1S'De Wag IW DeWalt 6/16'Efce TWO- 1W St. J31DeWa6 1/4'DeWalt 114'SSEIco 5'16'Elce 1/4'SSEke #10SteN 012Steel gig Steel
Capacity MwtrorType. Unmconlntracon Utmc v+ LAI.eo Ubmcon LAtracm tNmcan e M Ultraam AggreGator U tracan AggreGalor Screw(G5)Screw(G5) Screw(G5) PRODUCT REVISED
(Ib9) Edge Distance(in7 1' 2-i/z' 1' 2.1? 1' 2-1/2' 1' 241Z 81/8' 1' 2-1/2' 1' 2-1/Z2-1/2' 1' 2-1/2' 2 3.1/8' 2' 0.48" 0.64' 0.324" a9 eomplyylnQg with the Florida
Embedmentitn7 i314' I.N4' 13/4- 1-3/4' T54' 13V4' 1-3/4- 13I4' 7 t•1/4- i-1/4" 1-t/4" 1-1/4- 1-1/4- 1-1/4' 1-1/4' 1-IW 1-1/4' 2' 13/8" t-3�6" rafies BuildingCod2Amham J4.75'MInO.C./StardardmOOsetOip(Fg.1)r 3901bs 3901ts 4501bs 8901bs 310IRs MWAN/A
0lbs 8701bs 16441bs 270lbs 2SOnn 3541ts 7401bs 370Ibs 3201bs 580lbs 374W. 664Ibe 946Ibs 341lbs 442lbs 56DIbs OA-No. 20-0406.03
4 Anchom 1.15'Min.O.C./SleMard(orOmeQ(Sp(Fla.2k 4801ba 700 ins WA WA 3201bs 01bs WA WA WA 3801bs WA WA 7401ba WA WA WA WA WA 682IM 6851 11201Ds Blnpiratton Dato OS/26/2026
4/Iron 3Min O.G/(2)Zc5 Argk Caps/(Fie.3k 760Ibs 78016s 680 Its 156D U 6201bs 0Ibs 77401bs 78961bs 59DIbs S601bs WA 76016s 7401bs6401bs 1160lbs 748 Its 8801bS ism 1bs 6821bs 1 2AnchorsQ 0.45Min O.C./U-Mp,into.125 Alum(Fg.4t WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA WA A 715lbs BY
tArohon/F-05p(Fig.S): 1951bs 19516s 2?B lbe 4451be 1651bs a.. 4351bs 8Vls 135 ibe, 1401b9 1771be 3701Ea 1151ts 1851ts 1601ta 290 lbe 1671ta 332@s 4731bs 1TO IG 2211bv 280 Res MIamI-Dade Product Control
2 Andros®1.15'Min.O.CI F-Cap(Fig.lip 24D Ibs 350 Ibs WA WA 1601bs 51bs WA WA WA 190 ins WA WA WA 370 Rs WA WA WA WA WA 341 Ibs 4421bs S601ba
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE2: TABLE NOTES:
-^I 1.00(r I--
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 11 11
FIGURES: E.FOR EXACT
SHEETS ``��`��N`(LYiV�//N7%�
HMULLION AND OLES TO BE DRIL O P LED IN THEFIELD FOL OWING DIMENS SHOWN ARE NOT TO S ONA RESTRICTIONS SHOWN ON SHEETS 21 233 2.750" �' `•''t,(GENS
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
No.58705 -
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED a-i"
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT %O AT O
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREWTHREADS BEYOND 1"X 2.75'X.650"MUWON '��(C`''••!oCOR1D1;..•' ����
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. %sS�
/�NAL Et1``
A.N4 IMILLL�t,P.E.
FL P.E.#587105
TABLE 5A
Mullion Capacity Table Ibs7R2 h
Opening Width(for vertioa"partni g millions)or Opening Height(for tlodzortagy-9par1r9ng millions) ANCHOR CAPACITY F
Spin 60in 701n 60In g01n 100in 120in 140in too in ADJUSTMENT FORMULA: {^
Rectangular Trep7Tden0• Rectangular TnpTdang. Rectangular Trap/Tdmg. Rectangular Tmprrdeng. Rectmgular TraprTrlarg. ReeteZer Traplidang. Rectangular TrwTde1g. Rectangular TrapRdan0. Reclml}14v TrapJTdan9• (DP_)X ANCHORCAP.,,"°,"„
1"00"Alu"X ^9 Loudn9 Loedna Loading Loading Loading Loading Loadn9 Loadug Loading Lwdmg Loading Loading Loading Loadne Lmdng Wadug Inadng %MULLIONCAP.,,e,-] oZ' w
rr
.600"Alum a a z• a a• r � a n a n r a r r a a _a a a 2: a x• n � a i• z _x g n a �• x a
TubeMuO & gg $ 8 $ aB �•. gg hg^ g �, g z8 " "8B 28 �8 V B =ANCHORCAP._ N
3 st 8� h g� t� gg s� h. _� h $� L. _� _� h =� h.gggg S� h `e� a o� hS i `s� � g� o� h.$g o� h.g USE THIS FORMULA TO OBTAIN a d
�3 THE"ANCHOR CAPACITY ZO 2� d`¢ �� o: �_, d`¢ ter=• �rc �� o: REQUIRED"CORRESPONDING O
42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 See 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1438 170.0 521 170.0 1735 170.0 521 154.4 IBM 170.0 521 TO AN ACTUAL PRESSURE - J Of
48 in 170.0 708 170.0 524 170e 650 170.0 594 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 6" 170.0 1417 170.0 Beg 157.7 1577 170.0 680 135.1 1577 170.0 68D 118.2 1577 170.0 68o REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWERm Ix
50.025 in 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1018 170.0 881 170.0 11&5 170.0 727 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1495 170.0 758 121.5 1495 170.0 750 106.3 1495 170.0 756 c Z
THAN THE MULLION CAPACITY w O Q
54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 8D3 166.1 1401 170.0 837 149.5 1401 170.0 858 124.8 14D1 170.0 861 106.6 1401 170.0 861 03.4 1401 170.0 361 FROM THE TABLE)OF THE
60 In 170.0 B&S 170.0 701 170.0 1083 170.0 797 158.6 1158 170.0 878 138.7 1158 167.0 828 123.3 1156 156.5 917 111.0 1156 149.7 910 B25 1156 144.5 9a3 79.3 1156 144.5 903 69.4 1156 144.5 903 SELECTED MULLION.ITWILL L=-, CD W
YIELD A MINIMUM ANCHOR Z
871n 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1019 155.5 860 119.8 10/9 141.7 818 106.5 1049 1320 838 95.9 1049 125.5 828 70.9 1049 119.3 820 r23.
1019 118.9 810 59.9 1049 116.9 819 CAPACITY WHICH MAY BE � rn L)
m BB in 188.E B55 170.0 769 139.0 955 151.3 604 118.1 855 1J3.7 7BB 1042 955 121.4 775 926 955 1128 785 83,4 955 INN 757 69.5 955 99.8 749 055 08.7 748 521 955 98.7 746 USED TO QUALIFY ADDITIONAL Z W a. � W �,
J ANCHOR OPTIONS FROM THE a-
ANCHOR
72 in 126.5 8M 134.9 697 107.0 803 114.9 862 91.8 8m 101.1 670 80.3 803 912 659 71.4 803 63.9 649 64.2 8M 78.6 642 53.5 8W 722 632 803 69.8 628 40.1 803 69.7 627 ANCHOR CAPACITY TABLE. J CO
g 76 in 109.2 721 114.1 629 81.0 721 97.0 616 75.0 721 65.1 605 68.3 721 76.5 595 60.7 721 f
4.6 721 65.4 579 45.5 721 59.4 569 721 56.6 664 34.1 721 58.1 583 Q J O
781n _101.0 684 105.4 599 84.2 E84 89.4 587 722 684 78.4 576 63.1 684 70.4 587 56.1 684 0.5 684 59.9 551 42.1 684 54.1 541 684 51.3 536 31.6 684 50.6 534 I- 7 N
Z � Q N N
001. 65.8 514 67.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.8 433 3&6 514 Me 514 37.3 421 27.4 514 33.0 412 514 30.4 408 20.6 514 29.0 403 Q in Z
~ �mOO
88 bi 542 452 55.7 404 45.2 452 47.0 396 38.7 452 40.9 390 33.9 452 J-.
30.1 {52 27.1 452 30.3 373 226 452 28.8 385 1g.4 452 24.2 359 18.9 452 22.8 J55 1A XqJ1081n 38.1 357 389 322 31.7 357 32.7 317 272 357 28.4 312 23.8 357 21.1 357 ig.0 357 2D.B 299 15.9 357 18.0 2B3 13.8 357 18.2 287 11.9 357 15.0 283 WNIll In 35.1 338 35.8 3D6 29.2 338 30.1 301 25.0 336 28.1 296 21.9 338 195 338 171 3311 111.0 284 14.8 336 16.5 278 12.5 338 14.8 273 11.0 338 13.6 269 � NU)
1201n 27.7 289 28.2 263 23.1 289 23.7 259 10.6 289 20.5 256 17.3 289 15.4 289 13.9 289 14.9 246 11.6 2B9 12.8 210 9.9 289 11.4 236 8.7 289 10.4 232 (.3 X Q O O
Q..`- Z
g 9'O 4O
TABLE 5B a- � w
Substrate: 2.7N Concrete 31,Concrete 3.5k Cone. Hallow CMU Filled CMU PT Wood MeW
Anchor 311E Eke 1/4'Elco 311E DeWalt 1/4'DeWalt 511E Elco 311E Elco 114'FJco 311E DeWalt 1144 DeWalt 114•SS E7co 511E Elco 114'SS Elco MO Steel 412 Steel 412 Steel
m Uocan Capacity AnctcrT7pe, Unmoon UH.- 1311 ib - Ult-on Ubawn Ullmeon Ultracans Mine . Aggmrator Ulsacon AggreGator Scmw((35)Screw(G5) Screw(G5) PRODUCT REVISED
as comp)Yin9 with the Florida
(lbs) Edge DIM-a pn) 1' 2-1/T 1- 2-1/T 1' 2.10 1- 2-11T 3.1/e' T 2-1/z 1- 2-1r2- 1- 2.1/2' T 2-1/7 T 3-1/6' 2' 0.41r 0.54• 0.324" on Cod0
Embedmentliq 13W4- 1314' 13/4- 13W4' 13/4' 13140 13I4' 13W4' T 1.114' 14/4" 1-1/4' 1.114" 1-1/4' 1-1/4' 1-Iw 1-1/4' 1-Iw 1-115 T 13B• 1318' Was NOA-No. 20-0406.03
2 Awbm 04.7WMin.O.C. Standard or 05set CUp(Fig.1j 390lbs 3901bs 450 lbs 8901bs 310lbs 6301es 22D lbs 8701Gs 1644lbs 270lbs 2a01bs 3541bs 7401bs 230lbs 370 lbs 320 Ibs 560 lb. 3741bs 6641bs 9461bs 341 as 44211,5 560 lbs Expiration Dat00$)26/2026
4 Amhora @ 1.1E Min.O.C./Standard(or Offiet)Clip(Fig.2): 480lbs 7001h: WA WA 320lbs 12W Ids 37011 WA WA WA 3a0 ID9 WA WA WA 7401bs WA WA WA WA WA 682 lbs 8851tn 1120 lbs _
4 AmhmO3'Min.O.C./(2)215 Angle dips I(Fig.3), 780lbs 7801bs 680lbs 1560 lbs 6201bs 12601bs 440lbs 1740 Im 1B961bs 540Ibs 5601bs WA 7601bs 460lbs 7451bs 640 Iles 11601bs 7481hs 8801bs ism ibs 682 un sm Ibs 11201M
3 Anchom @ 0.45 Min O.C./U-Cltp,hdo.12E Alan.(Fig.4): WA WA WA WA WA WA NIA WA WA WA WA WA WA N/A WA WA WA WA WA WA WA N/A 1073It, Miami-0Dade Product Control
1 Awhw/F-al IFg.4 195lbs 1951bs 225lbs 445lbs 155lbs 315Ibs 110 lbs 435 lbs 8220a 1351hs 1401bs 177In 370Its 115lbs 185bs 16D Its 290 lbs 18710s 332Ibs 4731bs 170 On 221 lbs 280lbs
2Archora a l.lE Min O.C./FCBp(FI9.fir 240lbs 3501bs WA WA 1601bs 83010s 1851les WA WA WA Igo ft WA WA WA 3701b5 WA WA WA WA NIA 391 0a 4421ds 5601E
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
F1.000"-I
FIGURE 1: FIGURE 2: 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.
till ill
FIGURE 3:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.126° �� N1(LYN�I
�,`�Q•,......,. 7uJJ ',�i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. : ��GENSE'•,4'�
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _* No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" _ ^
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - V
FIGURE 4: FIGURE 5: FIGURE6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF,1261 %O•'• E •F2'O;'•l(/��
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1"X 3.125"X.5'MULUON (� o
•.,<OR101),.•'
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (I-VF MULLION) %S •..,,..
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,1S-8 S.S.OR 410 S.S. ONAL
A. MMILL�k,P.E.
FL P.E.#58705
TABLE 6A 4 tLn; ��I
Mullion Capacity Table(Ibse) § a_c Is
ANCHOR CAPACITY a
Opening Width(for%er9cally-sparlring mu81or1s)or Opening Height(far horizontally-spalnirg mullions) ADJUSTMENT FORMULA: o
w^ F
50 in 601n TO in BON 90 in 100 in I 12D bn 1 1101. 1601n ANCHOR CAP.,,o„",
Rectangular Trep/Tllang. Rectargn. Truprfdmg. Rectenguier TmpllNan9, Reetongndsr Tmp/Tdan9. Rectangular TrWTdang. Rectangular Trop/Trlane• RectongWor TraprTdmg. Roctenpdar Tmp/Trlertg. R,dmigular Trap101an9. (DP®)X( )
1 x4 x.126 Loading Lasdn9 Loafing Lnzdng Loadn9 Loading I.oadng Loading Loadrg Loa®n9 Loading Looft Loading Loadng Loaning Loading loading lnadrg MULLION CAP.,,,,,,,,, FD
Alum.Tube n a p r r a �• r a F a a g a a �' a �' �• B �` .�' a a n =ANCHOR CAP.® Si `�`
MuNon v
b =�' USE THIS FORMULA TOOBTAIN �a LLl
5 THE"ANCHOR CAPACITY y So }
�� al REQUIRED"CORRESPONDING Zf-
42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 Bell 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.8 1489 170.0 521 127.6 1469 170.0 521 TO AN ACTUAL PRESSURE -- - -- -- - - -- -
-- - - REQUIREMENT FOR THE
48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 6T7 156.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 OPENING,WHEN RIS LOWER 7 =
50.6251. 170.0 747 170.0 563 170.0 B96 170.0 531 170.0 1046 170.0 684 170.0 1195 170.0 723 166.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 755 97.8 1235 170.0 756 THAN THE MULLION CAPACITY _� o Z
54 in 170.0 797 17M0 612 170.0 9W 170.0 fief 170.0 1116 170.0 764 154.4 1158 170.0 803 1372 1158 170.0 637 173.5 1158 170.0 BSB 1029 1158 170.0 881 882 1158 170.0 881 77.2 1158 170.0 B61 (FROM THE TABLE)OF THE W O Q
SELECTED MULLION.[TWILL j 4Cn
601n 170.0 865 170.0 701 166.7 1042 170.0 797 1420 1042 161.1 832 125.1 1042 146.7 615 111.2 1042 138.6 601 100.0 1042 130.2 791 83.4 1042 125.1 762 71.5 IG42 125.1 782 62.6 1042 125.1 782 YIELD AMINIMUM ANCHOR F 10
63 in 170.0 030 170.0 745 151.2 992 163.6 BiB 129.0 992 144.4 799 113.4 992 131.0 782 100.6 9B2 121.4 768 90.7 992 114.6 768 75.6 992 108.4 745 64.8 992 108.0 744 56.7 992 108.0 744 CAPACITY WHICH MAY BE 2 Z
USED TO QUALIFY ADDITIONAL 0 m p
681n 165.4 B47 170.0 789 137.8 047 148.0 786 118.1 817 130.3 7B8 f03.4 847 117.7 752 B1.9 947 108.7 738 827 B47 f022 727 6B9 047 95.1 717 59.1 947 Bd.O 711 51.7 947 94.0 711 Co i W
m ANCHOR OPTIONS FROM THE Z U o
a 72 in 135.9 849 142.7 737 1132 849 121.6 722 97.0 949 105.9 708 84.9 849 96.4 696 75.5 849 88.7 608 67.9 649 92.7 675 56.6 849 75.3 659 46.5 849 72.5 652 42.5 849 724 661 ANCHOR CAPACITY TABLE. W ❑
J 7'In 115.5 762 120.7 665 86.3 762 102.6 652 825 762 9D.0 640 722 762 80.9 629 642 762 742 620 51.8 762 692 613 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 69.4 595 ,=j W
78 in 106.9 724 111.4 634 89.0 724 84.8 621 76.3 724 829 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 563 44.5 724 57.3 673 382 724 54.3 W7 33.4 724 53.5 565 1-
90
1n 69.6 643 71.8 483 60.0 643 60.7 474 49.7 543 52.9 466 43.5 643 47.1 458 38.6 543 42.8 452 34.8 643 19.5 446 29.0 543 34.9 436 24.8 643 321 430 21.7 543 30.7 426 Z = ¢ N N
Q n Z O f0 961n 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 406 31.8 478 34.8 400 28.7 478 370 395 23.9 478 28.1 388 20.5 478 25.6 380 17.9 476 242 376 N bq0 g0
108In 40.3 777 41.1 341 13.5 377 31.8 335 28.e 377 30.0 730 25.2 377 28.8 325 224 377 24.0 321 20.1 377 220 317 16.8 3T7 19.0 310 14A 377 17.1 304 � � ri
1111n 37.1 357 37.8 323 30.0 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.8 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 � X w
120 in 20.3 308 29.8 279 24.5 3� 25.1 274 21.0 306 21.7 270 16.3 306 18.2 267 16.3 308 17.3 263 U
1441n 17.0 212 172 196 U X Q Q
Z
a 0 m
TABLE6B �� E w
Substrole: 2.71,Concrete 3k Concrete 3.5k Conc. Hollmr CMU Filled CMU PT Wood Metal
Anchor 3115 El.. 1/4'Elco 3/16'DeWaft 1/47 DeWall WIVE]..Elco 3/i6"Elco 114'Elco 3/16'DeWalt 114'DaWalt 1/4-6S Elco 5116-Oco 1/4'SS Eko 610 Steel w12Sleel w12 Stool rn O z�
Capacity Aoch"Type. Ulu*con Ultracon Ullrecom Ulracom Ulbacon libacm Ult-on Ullmc4n. Ullmoone AggreGator Ullracon AggreGalor Scnew(GS)Screw(GS) Screw(G5)
PRODUCT REVISED
(IbS) Edge Distance Onk t' 2-11lT 1' 2-1? 1' 2-177 1' 2-10 3.1/8' 1' 2-1/T 1' 2.1/7 1' 2-1ITtN/A
2-11T 2 3.118' 7 0.48' 0.54' 0.37A' B lding 1 ing wllh the Florida
Embedment Qnk 1-/4- 13/4' 1-W4' 1-3/4' t3/4' 13/4' 1-3/4- 1.3/4- P" 1-114' 1.1/4 1.1/4' 1.114" 1-1W 1-1/4' 1-1W 1.114 1-1W T 13I8' 1-w gdaa Building Colo
2 Arctcrs 4.TS Min.O.C./StanWand or 08se1 C8p(Fig.162): 390IDs 390 ID9 450 nos 8901bs 310lbs 630 Ins 2201bs 870 Ibs 1644 Ibs 2701bs Zen Ibs 354 Ibs 74D Ibs 230lbs 370 Its 580 ft 374 ft 664 Los 946Il 341 M. 442 Ibs 580 as NOA-No. 20-0406.03
4 Arcbors@22S MIn O.C./StandaN(or Offset)Clip(Fig.3): 700 i6.s 700 lbs 5801hs 1410 @s 620 lbs 12601ns 42011s 1720Ibs 9521hs WA 560lbs WA 6301ns 390 Ns 740 lbs 1060 lbs WA BBO Its NIA 682IOs BBSIbs 1120 lbs Expiration Data 05/26/2026
8 Anchors Q 1.15-Min.O.C./Standard(or OBsel)Clip(Fig.4): 960lbs 140D lbs N/A WA 6401bs 25201ns 740 lbs WA WA WA 760 ms WA WA N/A 1480lbs WA WA WA N/A I-lbs ITTO Ibs 27,40 lbs4 Achom @ T Min O.C.1(2)20 Angle Clips/(Fig.5): 780lbs 780lbs 6W lbs 15601bs 620 lbs 1260lbs 440 lbs 1740 lbs 1896 lbs 540 lbs 560 los WA 760 ft 46D Ibs 740 lbs 1160 lbs 748lbs 880lbs 1892 0s 6B2 lbs 88.9lbs 1120 lbs By.
6Amtcic®3'Min.O.C.1(2)2a5 Angle Clips/(Fig.111 11i7 11701W 1020 lbs 2349 Its 930 IF. 189D lb. 660lbs 2BIO lbs 28441Rs 8101bs 840 lbs WA 1140lbs 690 III 11101R We lbs 1740 lbs 11221bs 1320 I" 29W lbs 1022lbs /327 Ins 1680 nos Mlaml-Dade Product Control
4 Anchors 4J 0.45 Min O.C./Ul,Clip,Into.125'Alum.(Fl9.7): UA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 Its
2 Arcicrs®2.25 Min O.CJ Flip(Rg.8): 350 lbs 3501bs 29D Ibs 7051bs 31010s 810 lbs NIA
860 lbs 476lbs WA 2801b WA 315lbs 1D5 ms 90 lbs 25516s 530� WA 44D lbs N/A 341 Dn 442I. 560 Ins
41Anchon,C 1a15 MIrL O.C./F-Clip(Flg.Oil480lbs 700 lbs WA WA 320lbs 1260 lbs 370lbs WA WA WA 380 lbs I WA WA 740 lbs N/A NIA WA WA WA hE2 Ws H651ns 11201M
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. �--
TABLE NOTES:
FIGURE 1: FIGURE Z. FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET• • • • • • • • • EE 25 FOR INFORMATION ON LOADING.SEE llllll 111//
• • • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I
A'f... .NN,I
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\���•'•1,1GE•7JS�:••�/��'
• • • • • • • �' '��
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" No.58705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW -
FIGURE 5: FIGURE 6: FIGURE T SUGGESTED,APPROXIMATE HOLE LOCATIONS.
�\
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %�O•• > OF •�
• • • • CONCRETE BLOCK UNIj(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125" S.•'40
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK STEEL � •..�.���...
STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK T ���/S�� E�
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& I A.LYNO AI- P.E.
1'X4"X.125'
#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 7A
Mullion Capacity Table(IbsNt2) ANCHOR CAPACITY
Opening Width(for vertically-sparNrg mullions)or Opening Height(for horizontally-spanning mullions) ADJUSTMENT FORMULA: zg� F
601n 601n 701. Bo In Born 1001e 12D in 140 in 160in ANCHORCAP._,_ F:?
Ractangaor Traprrdrng. Red gaar TrWTliarg. Rectangular Tap7Tdong. Rectangular Tap?liang. Rectagular Tapridan9- Rectangula Tmp/T'lang. Rectangular Traprrdmg. Rectangular Tmpmleng. Rectangular TaprTdang. (DP_)X( )
1 um.Tube Loading Loading Loading Leading Loading Loading Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading Loading Loading MULLION CAP...o.,.,. nY w
Alum.Tube � o �
r p r r a r r r r r z p r r r r r r r r r r a r r r r r r a r r r g r =ANCHORCAP.,,,
g"r T' 6 is S Is
.. _ 5... u 'G.. mom. 0.. A� u m 4.. s, a'f. L m... Ti..
P. X
Mullion .
USE THIS
ULA TO
b1 � ig
fi&g �� g a� H� a � � f� �� �� THE'ANCHORCAPACITYBTAINE��
s=, Y rc s=. s d� REQUIRED"CORRESPONDING Z
TO AN ACTUAL PRESSURE _ _ __0___ __ _ _
4za no.o azo 170.0 435 no.D 7N 170.0 as 170.0 868 no.D fine tio.0 e92 t7o.o 519 »D.o 1tt6 170.0 52t n0,o iz4o t7o.0 sz1 no.o coffin no.o 621 170.0 173s t7o.o 5z1 tto.e tee3 no.o 621 REQUIREMENT FOR THE O
481n 170.0 708 170.0 524 170.0 850 170.0 554 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 198J 170.0 680 151.8 2021 170.0 6Bo OPENING,WHEN IT IS LOWER _
50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 17D.0 756 170.0 1793 170.0 756 156.0 1919 170.0 756 136.5 1919 170.0 756 THAN THE MULLION CAPACITY o U
(FROM THE TABLE)OF THE W o Q
Sd In 170.0 7B7 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 1i0.0 1275 170,0 803 170.0 143{ t70.0 837 170.0 1594 170.0 SS6 159.8 1799 170.0 861 137.1 1799 170.0 881 120.0 1789 170.0 861 03 O
SELECTED MULLION.fTWILL � m ?�
60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 996 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1610 170.0 1063 97.2 1818 170.0 108s YIELD A MINIMUM ANCHOR F- O W
631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.E 1156 100.7 '1542 167.9 1157 88.1 1542 167.0 1157 CAPACITY WHICH MAYBE Z
USED TO QUALIFY ADDITIONAL 7 0
66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1085 142.8 1472 168.8 1148 128.6 1472 158.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 146.0 1104 V a LU
m ANCHOR OPTIONS FROM THE z
721n 170.0 IBM 170.0 878 170.0 1275 170.0 1009 160.8 1320 166.2 1101 1320 1320 149.9 1082 117.3 1320 137.8 1066 105.6 1320 128.6 1049 88.0 1320 117.0 1024 76.4 1320 1126 1013 66.0 1320 112.5 1012 ANCHOR CAPACITY TABLE LU
es 761n 170.0 1122 170.0 937 149.6 1184 159.4 1013 1282 1184 139.9 994 1122 1184 125.7 978 99.7 1184 115.3 9& 89.8 1184 f07.5 952 71.8 1184 97.8 935 84.1 i1B4 93.1 927 56.1 118{ 923 925 J (0 U LL R
781n 166.1 1124 170.0 967 138A 1124 147.0 965 .118.E 1124 128.E 947 103.8 1124 115.6 931 923 1124 105.E 918 83.0 1124 98.5 906 69.2 1124 89.0 890 59.3 1124 84.3 681 51.9 1124 83.2 878 ¢ J �I
I J
90 In 108.1 S44 111.5 750 90.1 844 94.3 735 77.2 S44 82.1 724 67.9 844 73.3 712 60.1 044 66.5 702 64.0 8" 61.4 693 45.0 844 542 678 38.6 544 50.0 663 33.8 8" 47.7 662 ZQ Z N N
961n 89.1 742 91.5 663 742 742 77.2 652 63.6 742 672 541 55.7 742 69A 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.8 600 31.8 742 39.8 590 27.8 742 37.5 584 f- Iq 0
ul to g0
tog in 62.6 586 63.9 530 52.1 586 63.8 521 44.7 See 46.8 513 39.1 5w 41.4 605 34.8 S88 37.3 498 31.3 SM 342 492 26.1 586 29.6 481 22.3 566 A24.3448
19.5 566 24.7 466 e7 w o 0
III In 57.6 555 58.8 603 48.0 655 49.5 495 412 555 479 487 36.0 555 38.0 490 320 555 34.2 473 28.6 555 31.3 467 24.0 555 21.1 457 20.6 555 18.0 555 224 442 � X1201n 45,6 475 46.4 433 38.0 475 39.0 428 32.6 475 ]3.7 420V21, q5 29.8 N4 25,3 475 26.6 409 22.8 479 24.5 404 19.0 475 21.1 395 18.3 475 14.3 475 17.2 3B1 U X Q
146 a 26.4 330 26.7 305 22.0 330 22.4 301 18.9 330 19.3 297 330 17.0 293 <--� Z CO C0
Q
TABLE 7B $ €�
Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Ho9ow CMU F01ed CMU PT Woad Metal
Anchor 3116"Etco 1/4'Elco 3/16•DeWalt 1/4'DeWal 6116'Else 3116"Eke 1/4'Elco 3116"DaWa11 114"DeWak 114'SS El10 5/1S'Me 1/4'SS Else 010 Steel #12 Sl.1 612 Stein
Capacity AuhorTypa, Lift.eon Lgtacon Ultaeom Lnbecam Ult-o Ullacon UBracm Ullaoam UltnecoM AggmGata Uitmcon AggreGator Sa w(G5)Screw(G5) Screw(G5) PRODUCT REVISED
(lbs) Edge Distance(in): 1' 2-12' 1' 2-1/T 1' 2-Ire1" 2-11T 3-1/8' 1' 2-11d" 1- 2-1/1' 1' 2-1rT 1' 2-10 2" 3-1/8' T 0.48" 0.56" 0.324' as Building lyingewith the Florida
Embedment(in): 1.3/4' 1-/4' 1:/4' L3 4' L34' I-W- 13I4' 1-3W T 1.1I4' 1-1/4' 1.114" 1-114' 1-1/4' 1.7/4' 1-114' 1-IW 1.1/4' 1-114' T 1.318• 1.3R" varlea NOA-No.6Ooodd 20-0406.03
2 Anchors®4.75'Min.O.C./Standard or Offset Clip(Fig.Mr. 3901bs 390Im 450 Ibs 890 nos 310 Ibs 630 nos 220 nos 870 nos 1644 IM 270 V. 280 Ins 354 Ibs 740Its 2301na 370 Ibs 3201bs 580 i s 374 nos 664 Ibs 946 Its 341 Ibs 442 Ibs 5EO IDs
4 Amhom @ 225'Min O.G/Standard(or Offset)gip(Fig.3j 7001hs 7DO Ibs 580 IDS 14101bs 620 Ibs 12601bs 42D lbs 17201bs 9521bs WA 560 Its WA 8301bs 390lbs 740 nes 510 ms 1060 Urs WA 8801bs WA 6821be 88519 1120 We expiration Data 05/26/2026
8 Amhara Q 1.15'Min.O.C.I Standard(or Met)Cop(Fig.4y 960lbs 14DO Ins WA WA 640Ibs 2520Ins 7401bs WA WA WA 76D Ibs WA WA WA 14a0Ibs WA WA NIA WA WA 1363Ibs 17701bs 2240lbs I
4 Anchom®T Mln O.C./(2)2k5 Angle Gips/(Mg.5): 7801bs 780 The See Ibs 15601bs 1 6201bs 1260 Ibs 4401bs 17401bs 18%lbs 5401bs 56D Ibs WA 760 Loa 4601bs 7401bs 6401bs 11601bs 748 Its aso itc 1892 Ibs 682 tea 885 Ito 11201bs By
6 Archers®3'Ma.O.C./(2)2a5 Angb Clips/(Fig.6p 1170 ms 1170 as 10201ta 23401bs 930 Ite 1890Ibs O601ns 28101bs 2E441be 8101bs 8401ns WA 1140lbs 6901be 1110 ft 960 Ibs 1740 lbs 11221bs 1320 Ibs 2838 lbs 10221na 1327Ibs 16801Ds M)e...do Product Control
4 Anthers Q0.45'MIn.O.C./U-Grp,Imo.125'Al-(Fig.7J WA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA WA WA 14301bs
2 Arwhoa C 225'Min.O.CJ F-Cup(FIg-ek 350Iba 350IG 280 IDs 70S nos 370 Ibs 8301bs 210 ins 860 Ibs 47616s WA 280 Its WA 3151bs 1951bs 3m P. ?551D4 530 Us WA 440 as WA 341 Ibs 442 as 560 Ind
4 Arotcra 0 1.15'Mirt O.C/F-COp(Flg.97 4801bs 7001ts WA WA 3201bs 12601bt 3701bs WA ,WA WA 380Ibs WA WA WA 74010v WA WA WA WA WA 6ffi Ibs B65Ibs 71201bs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 1.000" (--
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • • • • • • • • ON LOADING.SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;`a'��.•''�1GENgF!L/��`
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEE Q.' �•p
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.009' No.58705 .4.,
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
FIGURE 5: FIGURE 6: FIGURE 7:
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 BE :O%�i 3TA� OF
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINEWITHAN SG OF0.55.ALUMINUM SHALLBE �s'••FI ORIDP,.•'•�C��
6063-T5 AND BE A MINIMUM OF.125"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' 375" .375" �L���NG
THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS A.LYNN M II 1 ,P.E.
ANGLE CLIP(FIGURES 5116)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 1"X 4"X.375' t"X 4"X.375• FR
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. T-MULLION MULLION
FL P.E.#58705
i
TABLE 8A ® � m
Mullion Capacity Table IbsW)
ANCHOR CAPACITY
Opening Width(forver6cally-sparring m dors)or Opening Height(for horizontallysperlydng mtoons) ADJUSTMENT FORMULA: F
50 in 601. 70 In 80 In 90 in log In 120 in 140 in 1801n ANCHOR CAP.,,c,,,,^,
1.26^x Rectangular Tre{dTdarlg• Rectangular Trap/fiang, Rectangular TrapRdang. RecNnguim Treprrdmg. Ractmlgular Trap/111er1g. Rectangular 7replTdsng. [RIngular TrepllHanO• Recfengular TrepRdang. Rectangular TrapRdang. (DP)X( ~
MULLION CAP.,,,,,,,,
3.168"x Loading
Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading Loadingding Loading Loedur9 Loadr9l Loading Loading
.266"Alum r .+_' r r r F r a a a r �' �' r r z a r r r zr _r p =ANCHOR CAP.,,,
Tube Mull $
`�' all �� a 9 USE THISFORMULATOOBTAIN s O Ld
75A s s� a g , THE"ANCHOR CAPACITY tom21 f� dz s� d �� ire f� a �� dad Ems. ate sue. � E� dr a� �� d` � d`� �� �d � �� � �� .2 f� � �� � �� d REQUIRED"CORRESPONDING Z
_.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 17D.0 521 170.0 1240170.0 521 1488 170.0 521 170.0 1735 170.0 52t 151.6 1769 170.0 521 TO AN ACTUAL PRESSURE REQUIREMENT FOR THE J O
48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 600 1548 170.0 680 132.7 1548 170.0 680 116.1 1548. 170.0 66D OPENING,WHEN IT IS LOWER _ _60.625 in 170.0 747 170.0 563 170.0 a96 IRLD 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 766 THAN THE MULLION CAPACITY Of xo Z64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 -154 170.0 1275 170.0 8g3 163.1 1378 170.0 837 146.8 1379 170.0 856 1378 170.0 e61 704.8 1376 170.0 list 91.7 1376 170.0 861 (FROM THE TABLE)OF THE W o Q
SELECTED MULLION.IT WILL j m601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 678 139.0 1158 157.4 930 123.6 1156 156.0 919 111.2 1158 150.0 912 1158 144.8 905 79.4 1158 144.8 905 59.5 1158 144.8 905 (V 10 WYIELD A MINIMUM ANCHOR )-
631n 170.0 930 170.0 745 160.1 1051 170.D 850 1372 1051 155.9 862 120.1 1051 1420 848 108.7 1051 132.3 837 96.1 1051 125.7 830 1051 110.5 822 68.6 1051 119.1 821 60.0 1051 119.1 821 CAPACITY WHICH MAY BE D. z
USED TO QUALIFY ADDITIONAL681n 187.1 B57 170.0 7B9 139.3 957 151.6 80.5 119.4 957 174.0 790 104A 857 121.8 777 92.11 857 112.8 T87 8.1.6 957 108.6 759 g57 100.0 750 59.7 957 98.9 748 522 957 98.9 748 J i ,.(11
ANCHOR OPTIONS FROM THE Z J
m 72 in 128.7 804 1352 698 107.3 804 1152 684 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 804 70.8 643 53.6 8D4 72.3 933 40.0 8D4 69.9 629 40.2 804 69.8 628 ANCHOR CAPACITY TABLE �• n0
'J 761n 1D9.4 722 114.4 630 91.2 722 972 618 78.2 722 85.3 606 WA 722 76.7 596 60.0 722 70.3 588 54.7 722 55.5 580 45.6 722 59.5 570 39.1 722 56.7 565 34.2 722 662 564 _j 6 � ¢Q
Q N
781n 1012 685 105.6 600 84A 685 69.6 58B 72.3 685 78.5 577 63.3 685 70.5 668 562 685 64.5 560 50.6 685 69.1 553 42.2 685 54.3 543 362 685 51A 537 31.6 685 50.7 536 f- N .- N
901n 65,9 515 68.0 457 64.9 515 57.5 449 47.1 515 50.1 441 41.2 615 44.7 434 36.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30S 407 20.6 515 29.1 404 a X Z N N
961n 54.3 453 65.8 404 45.3 453 47.1 397 36.8 453 41.0 391 33.9 453 36A 385 30.2 453 33.0 379 27.2 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 360 1T.o 453 229 356 F �¢ � (O
00 O a,O
IN In 38.1 358 39.0 323 31.8 358 328 318 272 358 28.4 313 23.8 358 25.2 308 21.2 358 227 304 19.1 358 20.8 300 15.9 358 18.0 2B3 (n
C7
ill In 35.1 338 35.8 306 29.3 338 30.1 111 21A 331 26.1 297 22.1 331 232 213 19,5 331 20.9 289 Me 338 19.1 285 � X
120 in 27.8 co
-0 28.3 264 232 280 23.8 260 19.9 290 20.6 256 17.4 290 18.2 253 15.4 290 16.4 248 F N
144 In 16.1 201 19.3 186 V Q O a � Zmrn 1n
TABLE 8B a 10
w 002
Substrate: 27k Concrei9 3k Corwrele 3.5k Coin. Hollow CMU Fi9ed CMU PT Wood Mete)
Anchor 3116•Elco 1/4'Elco 311E DeWail 1/4•DeWalt 511E Elco 311E Elco 114•Elco 311E DeWal1 114•DeWalt 114'SS Elco 511E Elco IW SS Elco 410 Steel #12 Steel 012 Steel
Capacity AnetorType. Ultrecon Ultrecon 1812com LIDrecona UlOacan L9bacon Ult- ultra- Uurecom AggreGator U1lrscon AggreGslor Screw(G5)Screw(G5) Scrow(G5) PRODUCT REVISED
as complyin with the Florida
(lbs) Edge Distance On). 1' 2-112' 1' 2-1/r i• z-vr r 2a/2' 3.1/B• r z-vr r z-vr r 2-1/2' r 2-1/T r 3.1f8• r o.4E 0.546 a.3zq• Building Code
Embed-Ia Qn): 1.Y4• 1314' 13/4' 1-N4• 1-W 13/4' 1-W 13/4' r 1.114• 1-114• 1-1/4' 1-1/4' 1-1/4' 1-1/4' 1-1W 1-114• I_Iw 1.1/4' r 1318• 1.318• wades NOA-No. 20-0406.03
2Anchom @ 4.75•Min.O.C.1 Standard or Offset CBp(Fig.I} 390 lbs 390 Its 450 nn 890 lbs 310 lbs 630 lbs 220Its 870 Its 1644 IN 270lbs 280 IN 354 IN 740 IN 230 IN 370 IN 320 lbs 580 lbs 374 ins 6641bs 946IN 341 Ibs 4421M 5601bs
4 All.@ 1.15•Min.O.C./Standard(or Offset)CAP(Fig.2) 4801ba 700 P. WA WA 320Ito 1250Ibs 3711Ibs WA WA WA 390 IN WA WA WA 740 Its WA WA WA WA WA 682 We 8851bs 112D Ibs Expiration Date 05126/2026
4 Anchors®3•Min.O.C,/(2)2c5AnQe Clips/(Fig.3) 780 lbs 780 IN Bito IN ISM IN
6201bs 1260Ihs 4401W 174016s 1896 IN 5401bs 560 IN WA 7601bs 4W IN 740 9x 6401bs 1160IN 7481bs 880 IN 18921bs 6821bs 885IN 1120It 13 f,.-•�
4 Anchors 44 0.45'Min.O.C./UCIip,Inln.l2SAlwr.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14301bs y
Miami-Dade Product Control-
1 Arohor/F•Clip(fig.5): 7B51bs 1951bs 225I� 4451hs 1551bs 3151Ds 1101Ds 4351bs 8221bs 1351ba 1401bs 1771Ds 370I0.5 1150s 1&S IN 16D Ibs 280Ibs 1B710s 33210s 4731bs 1701bs 22116s 2000s
2Anohors®1.15'Min.O.C.F•Clip(Fig.6): 2401bs 350 IN NIA WA 1601bs 8301bs 1851bs WA WA WA 190lbs WA 1 A WA 3701hv WA WA WA WA WA 341 Ibs 4421bs 560Ibs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: F-1'250--i
• 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.
t 1111i 11i/! I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� 01JY •N/U� %�
FIGURE 3: ��''•IGEN �� ��
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEEANGLE 3.188" C1,•' Sg'•.��
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" - No.58705 '.•
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND a- a`
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL %�O'.•• / )_0 •���
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 3 TATE
• 6063-T5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND C��•'•.F<ORIOP•.•''���1
.045"THICK(18GAUGE).STRUCTURAL STEEL TOBEATLEAST.125"THICK AND A36.ALL 1.25"X3.188'X.265'MULUON ��SS+� N�j
Ll I U_ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-114"VF MULLION) �� /0NAL LE AAAA�
#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYN( MILLER,P.E.
FL P.E.#58705
TABLE 9A ® n 552� qg
Mullion Capacity Table Obalft7) $ 7S dF
ANCHOR CAPACITY
Opening Width(forveNcaly-spanning mullions)or Opening Haight(for horizonlaly-spanning mW6om) ADJUSTMENT FORMULA: L' 2
5o In 60In 701n 801n 90In 100 in 120 N 140In 1601n y� ~
�ANCHOR CAP.,°a_N •, �a
Rectangular Tmp/Tdang. ReclanpWar TraprT q. Rectangular Tmprrdnng. Rectangular Tmprrdang Reotanguar Tmp'Tdang, Retlangular Tmprr-g. R4emngular Tmprrdnng. Replangular TreplTriana Rectangular Toprrdarg. (DP_)X
1%5x3 5 Leading LoeBrg Loadi d'm oa ng Loag L-d.9 Lding Losing Lead6g Lmd g L-Ing Loading Loading Loamrg Loafing Loading Landing Loading Loading MULLION CAP.,®,,,,,
Alum.Tuber n_ gag dip&�_ .1r_& gyp• pLL -gDL_ 4yL�•_ n 1�ag_ �yg• yLTL• DpL� _ 1g� yng �_ y�zg• _ ya¢ yni_ }fig yy =ANCHORCAP."„
Mallon 8 pppp O '�pI s qOppUSE THIS N
d w I3 d THE"ANCHOR CAPACITY
STAIN o:❑ EL
LLI
REQUIRED"CORRESPONDING ZO
42 in 170.0 620 170.0 1 435 170.0 T44 170.0 478 170.0 868 170.0 506 170.0 992 170.0 Sig 170.0 MS 170.0 521 163.3 1118 170.0 521 127.7 1118 170.0 621 109.6 1118 170.0 521 958 1118 D. 521 TO AN ACTUAL PRESSURE
48 in 170.0 708 170.0 524 170.0 850 170.0 SB4 167.6 978 170.0 630 146.7 978 170.0 Bel 130.4 970 170.0 6" 111.3 978 1701 880 97.8 978 170.0 680 03.0 978 170.0 680 73.3 978 17e. 680 REQUIREMENT FOR THE
50.625 in 170.0 747 170.0 563 170.0 8% 170.0 931 15D.7 927 170.0 684 131.9 927 168.5 708 117_2 927 159.1 699 105.5 927 158.3 8% 8T.9 827 /56.3 695 75A 927 158.3 6% 65.9 92T 156.3 695 OPENING,WHEN IT IS LOWER _
THAN THE MULLION CAPACITY c Z
54 in 170.0 797 170.0 612 154.5 %9 170.0 691 1325 869 153.9 683 115.9 869 141.6 669 103.0 869 134.0 %0 92.7 869 129.8 651 77.3 %9 12flB 652 68.2 869 128.E 852 57.9 %9 12fl8 fi52 (FROM THE TABLE)OF THE W oo Q
60 in 1432 746 ISM 134 111.1 746 132.3 620 1073 746 117.8 608 99.5 746 107.8 599 79.6 748 101.0 692 71.6 746 %.6 587 59.7 746 933 583 51.2 748 93.3 583 44.8 746 93.3 583 SELECTED MULLION.ITWILL ? � M
$ 61 CID
in 1..T .77 132.0 579 103.1 6T7 113.2 566 88.4 677 100.4 555 77.3 671 91.4 545 68.7 677 85.2 539 61.9 6T7 81.0 534 51.6 677 T7.0 529 44.2 677 TB.7 529 38.7 677 76.7 529 YIELD A MINIMUM ANCHOR F U W
C 661n 107.0 017 114.1 630 89.7 617 B7.6 519 76.9 617 86.3 509 67.3 617 78.3 500 59.8 617 72.6 494 53.8 617 68.7 489 44.8 617 6d.4 403 38.4 817 63.7 492 33.6 617 63.7 482 CAPACITY WHICH MAY BE W Z
USED TO QUALIFY ADDITIONAL o- m ❑
�p 72 in 82.9 618 67.1 450 69.1 510 74.2 440 59.2 516 65.2 432 51.8 SIB 58.8 425 46.1 518 54.2 419 41.4 518 50.7 414 34.5 518 48.6 408 29.6 516 45.0 405 25.9 SIB 45.D 405 ANCHOR OPTIONS FROM THE Z .(-I Z B �
-'i 761n 70.5 465 73.7 406 58.7 465 62.6 398 5g.3 465 54.9 J90 44.1 465 49.4 114 39.2 465 45.7 378 35.2 485 42.2 37d 29.4 465 38.3 367 25.2 465 38.5 384 22.0 465 38.2 383 ANCHOR CAPACITY TABLE J ❑
�3 TB In 85.2 441 68.0 387 54.3 411 57.7 379 d6.6 441 50.8 J72 40.8 441 45.4 368 38.2 441 41.8 360 32.6 641 38.7 358 27.2 441 34.9 34g 1J.3 d41 33.1 348 20.4 441 32.7 315 ,=j U ¢a
so In 42.4 332 43.8 295 35.4 332 37.0 289 30.3 332 323 't8d 26.5 332 20.8 280 23.8 332 26.1 2T8 21.2 332 2A.7 272 17.7 332 21.3 2fi6 15.2 332 18.6 262 13.3 332 18.7 260 Fa- 00 �_ O
N
%m 35.0 291 35.9 260 29.1 291 30.3 258 25.0 291 26.4 252 21.9 201 23.5 240 19.4 291 21.3 244 17.5 291 19.5 241 14.6 291 17.1 238 12.5 2B1 WIS 232 Z Q O 10
Q Z N N
108 In 24.0 230 25.1 208 20.5 230 21.1 205 17.5 230 18. 2201 15.4 230 16.2 188 ~ X 03 CO
O qqO
III in 22.6 218 23.1 197 18.9 218 19.4 194 16.2 218 16.8 191 14.1 218 14.9 188 C11 p p
120 or 17.9 187 18.2 170 14.9 187 15.3 167 1
Lu X
V N Q
a � Z U
TABLE 9B m€€0>0
Sutatrate: 2.7k Corwmle 31,Concrete 3.5k Conn. tlollox CMU Filled CMU PT Wood Metal
Anchor AncmrTyw. TIS'Elco 1/4'El.. 3116•DeWelt 1/4'DeWalt 5016.Oco 3116'El.e 1/4•Elw 3118'DaWal1 114•DBINaII 1/4•SS Elco 5116'Elco 114'SS Eke 010 Steel e12 Steel d12 Steel
capacitylgeacon U9mcon Ulmcom Uhacom Utmcon Uemcon U9mcen U9Tu- Ut-... AggmGator Utracon AggmGstor Screw(W)Sclerl(G5) Scmw(G5) PRODUCT REVISED
(lbs) Edge Distance on): V 2-1r2 1• 2-12 1• 2-t17 1• 2-17T 3.1/8' 1• 2-7r7 1- 2-1/2• 1• 2-1/7 1• 2-I? 7 3.1/8' 7 0.48• 0.54' 0.324• as complying with the Florida
Embedment(Ink 1-314• I-W4• 1.314' 1-3r4' 1-314' 1.3/4• I-T4' 1-w4• 7 1-1/4• i-1/4- 1-Iw 1-1/4• 1-114" 1.114• 1.1/4• 1.114- 1.114' 1-114' 7 1.3/8• 1.3/a• modes Building o
2 Anchom @ 4.7.7 Min.O.C./StandBnl or Met Clip(Fig.1T 390 lbs 390Ills 450IDs 880Ibs 3101be 630 lbs 220 Its 870 les 16441b1 270 U. 280Ins 354lba 740It 230 lbs 370 lbs 320 les 660 U 374 Be 6641bs 946 lbs_ 341 Its 44210s 5601to NOA-No. 20-0406.03
4 Anohas@1.fa^Win.O.C./Standard(or OBsel)Clip(Fig.2), 4801bs 70016s WAE--
23201ts 12601bs 37111,1 WA WA WA 380 the WA WA NIA 7401bs WA WA WA WA NIA 6621bs 805Its 11201bs Expiration Dote 0$/26/2026
4 Arclnm @ T Min.O.C./(2)2r5 Angle Clips/(Fig.37 780lbs 7801Da 680lbe 620IM 1260 lbs 44D Ibs 1740lbs 18%Ib, 540 Its 56D lbs WA 760Ih, 460 Ib0 7401bs 840 ma 116D IDs 748Ibs 88010s 1892Ibs 6821bs B85Ibs 11201bs
3Armhom @ 0.54•Min.O.C./LLCllp,Into.100'Alum.(Fig.4b WA WA WA WA WA WA NIA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 9501Ds By
1 Anchor/F-alp(Fig.5T 1951bs 195les 225lbs 155lbs 3151ts 1101ts 435 W 8221bs 1J51bs 140 lbs 1771ts 3701bs 1151bs 1851bs 1601bs 2901bs 7871Ds J321bs 4731ha 1701bs 221 Iba 2B0Ibs Mlaml-Dada Product Control
Anclum @ 1.15•Mi.O.C./F-00p(Fig.6l: 240Im 350 ft WA 1601bs 6310 Iba 1851bs WA WA WA 1801bs WA WA WA 3701bs WA WA WA WA WA 341 Iba 44216s 6601bs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: 1 250" F-1.250"-i
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I
• • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
�1 �`�V LYNN
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250 ,`�,.••"""•• 7L1/
" 3.250" �1CCNS ( i
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ��,.•' F•'•.C�
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
BE USED No.58705
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -
IN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL = ;(�/• ''-y '
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '. ,2 Z.U :•
FIGURE 4: FIGURE5: FIGURE& yt
6063•T5 AND BE A MINIMUM OF ACC THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND O� TE OF (V
• • .045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL .100" .100° %(� FCORIOP,.•'•\_��
• #OCHORS INTOMETALSHALL EXTEND AT LEAST 3 SCREW 8#2ANCHORSINTOWOODMAY ESTEEL,'18-BS.S.OR4 OESSSBEYONDTHEMATERIAL 1.25"X3.25"X.100" 1.25"X3.25"x.10o° 1/,;%qMULLIONNAL
MUON FOR MULLION FOR // t1
• FIELD-MULLED UNITS FACTORY-MULLED UNITS A Ll�rNN HILLIER,P.E.
FL P.E.#58705
TABLE 10A a IK, QQ fB
Mullion Capacity Table Qbs/ftr) g aT
Opening Width((arvedically-sparring millions)orOpening Height(for horizoNeQyspar ring mullions) ANCHOR Y
ORMULA: � °
5o in 60 in Ill in 80 in 90 in 100 in 120 in too m 160 in ADJUSTMENTT F FORM `Z
Rectangular TiapRriang. Red out., Trap/rriang. Redangalar TraprTriang. Rectangular Trap7Trian Recta Iar Tra Rdan. Reran War Ta (DP,m)X(ANCHOR CAP. ,,,,\
126%326 & W D 9 8 p'Triang. 17edangubr TnpTriang. RedanBuhr Trap/Trimig. Rectarigutu i1. '.my. MULLION CAP / 1r
X.X3 Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loadng Loading Loading LoaGrg Loading Wd'ug C=
AIum.7ube e A -ANC ORto
MUglon �@ a a�, o m€ m �@ > a@ A@ m€ o a@ a o@ 3 �@ a g@ a @ g@ �@ a n@ 4@ N
u'a u ria u u cio u iae a u' u' u u u ue u is u u
a -s. _,�• s a u B^ " a- ,� r.€ u a e S a e `a e e 'e - USE THIS FORMULA TO OBTAIN B O tL
�"t g is u 9 Q e": 2 '_' 5'?. = g a <2 ,_ ='2. a ='�- t r'iL a e 5 i' t'y a ='Q a z THE-ANCHOR CAPACITY 1n
d`2 f@ �� f€ $rc f@ d`a f@ fir¢ dd f€ d`ac` f@ $¢ @ Q`x` f@ d`a f''@ d¢' f$. d`¢ fg dra REQUIRED"CORRESPONDING 0
42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 519 170.D 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 52/ TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE -.1 =
48 in 170.0 708 170.0 524 0.0 170.0 850 1T 584 170.0 992 170.0 630 170.0 1133 170.0 651 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1979 170.0 680 148.5 1979 170.0 680 OPENING,WHEN IT IS LOWER 7
50.625 in 170.0 747 170.0 563 170.0 895 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 74T 170.0 1494 170.0 756 V0.0 1793 170.0 756 1525 1877 170.0 75fi 133.5 1877 170.0 75fi THAN THE MULLION CAPACITY Z
541. 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 INS 170.0 8D3 170.0 1434 170.0 837 170.0 1594 170.0 1 856 155.4 1759 170.0 C61 [30.7
1759 170.0 661 117.3 1759 170.0 561 (FROM THE TABLE)OF THE W O Q
SELECTED MULLION.IT WILL ro Cl)
60 in 170.0 885 170.0 701 170.0 1063 170.0 797 1701 1240 170.0 678 110.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.9 1511 170.0 1063 1511 170.0 1063 90.6 1517 170.0 1063 YIELD A MINIMUM ANCHOR Z) (�j to W
63 in IT0.0 930 110.0 745 170.0 1116 170.0 850 178.0 1302 170.0 940 156.6 1370 170.0 1015 1392 1370 170.0 1D76 1253 1370 164.0 1082 104A 1370 155.9 1072 1370 155.3 1070 78.3 1370 155.3 1070 CAPACITY WHICH MAY BE � W Z
m 661. 170.0 974 170.0 799 170.0 1169 170.0 903 155.6 1248 17D.0 1002 13U 1248 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 539 90.8 1248 130.4 978 1240 129.0 975 69.1 1248 129.0 975 USED TO QUALIFYADDITIONAL tng m W
ANCHOR OPTIONS FROM THE Z
72 in 167.9 1049 170.0 878 139.9 1049 1502 892 119.9 1049 132.1 875 104.9 1049 119.1 850 93.2 ID49 109.7 848 B3.9 1049 102.7 838 69.9 1049 94.3 825 1049 912 820 S24 1049 91.1 020 J" E ❑
ANCHOR CAPACITY TABLE.
76 in 142.7 941 149.1 822 118.9 941 126.8 805 101.9 941 1112 791 1192 941 100.0 7T7 79.3 941 91.7 766 71.4 941 05.5 757 69.5 941 77.6 744 941 74.0 737 44.6 941 73.3 736 J rj SQ
TB in 132.0 894 137.6 783 110.0 894 116.9 767 %.3 097 102A 753 B2.5 89/ 91.9 740 73.3 894 04.1 730 66.0 897 78.3 721 55.0 094 70.7 701 894 67.0 701 47.3 094 66.1 698 Q �. sr,,,
90 in 05.9 671 88.7 596 71.6 671 74.9 585 61.4 671 653 5T5 53.7 671 58.2 566 47.7 6T1 529 558 43.0 671 46.8 651 35.8 671 43.1 539 671 39.7 S31 26.9 671 37.9 526 2 (Np Q m CD
Q N N
96 in 70.8 590 72.0 627 59.0 690 61.4 618 50.6 59D 53.4 609 44.3 590 47.6 502 39.3 590 43.0 491 35.4 590 39.6 488 29.5 690 34.7 477 590 31.6 469 22.1 590 29.0 464 HXZ CD O108 in 49.7 466 50.8 421 41A 466 428 414 35.5 466 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 77.1 391 20.7 466 23.5 302 466 212 375 15.5 466 19.6 370 (n N n o0 m�0
III in 4S.8 441 46.7 400 392 441 139.3 393 32.7 441 34.1 367 28.6 441 30.2 382 25.4 441 272 376 22-9 441 24.9 372 19.1 441 21.5 1 363 IGA 441 19.3 356 143 441 17.6 351 W Ji r5
120 in 36.3 376 36.9 344 302 378 31.0 339 25.9 370 26.8 334 22.7 378 23.7 329 1 20.1 378 213 325 18.1 378 19.5 321 15.1 378 16.7 314 X `1 Y
N 00 in
144 in 21.0 262 212 242 175 262 17.8 232 15.0 262 15.3 236 Q LV Q O O
a=
TABLE 10B �� €Z.1�0
Sub.t.W: 77k Concrete 3k Concrete 3.Sk Canc. Hollow CMU Filed CMU PT Wood Metal w
An her 3/19 Elco IW Elco 7/1e-Dewar 114"D.Walt 5116'Elw 3116'Elco 1/4'Ebo 3119'DeWat1 1/4'OeWelt i/4-SS Elco 5/16'Elco 1/4"SS FJco 010 Sleet 012 Steel 012 Steel
Capacity ArchorTyva Nlrecon URracan 1.13-n. U!Bacom Ultra- Ullracon utracen Ult-ca. UOmemN Agge(tator lAtracon AggraGatce Screw(G5)Screw(GS) Screw(G5) PRODUCT REVISED
(Iba) Edge Dist-e on): 1" 2-1rr 1' 2-IM 1' 2-1rP 1" 2-1/T 3.1/8' 1' 2-7rZ 1- 2.1rr 1" 2-7/2' 1' 2-1? 2 3.10 2 0.48' 0.51' 0.324' as complying with the Florido
Embedment on1 l-V4' I-W 1,V4' 13r4" b3/4' 1-T4- 1314' 1.174' T 1-1/4" 1-1/4" 1.1/4' 1-1/4' 1-1/4' 1-1/4' 1-1/4' 1.1/4' 1-114' 1-114" 2 1-30 I-w 42des Building o
2 Arrohors(d)4.76"Min.D.C./SlIt d d or O&set Cop(Fig.11 3901bs 3901M 4501M 8901M 3101M 630lbs 2201bs B701M 78441M !NfA
g2BO 3541bs 7401M 2301M 3701M 3201M 580 Os 374 ins fi641bs 9481M 34115a 4421M 5001M NOA-No. 20-0406.03
4 Anchors®1.15"Min O.C./Standard(or OSset)Clip(Fig.2): 4801M 7001M WA WA 3201M 1260IM 3701M WA WA WA WA WA 7401M WA WA WA WA WA 6821M B851M 17201M Expiration Dato D$12612026
4AreMrs U 3'Min.O.C./(2)2a5Angle Dips/(Fig.3): 7801M 7B0IM fi801M 1560 Ws 8201M 1260 IM 440 IM 7740 IM 189fi IM WA 7601M 460 IM 740 IM 640 IM 11601M 748 @a 880 ins 1892 Ibs fi821M 885 Ibs 11201M
Macho.$0.5V Min.O.C./LLCllp,Irdo.10T Alum.(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA WA WA 9501M By
1 Anchor/F-Clip(Fig.5): 1951M IF1M 22515s 4451M 1551M 3151M 1701M 4351M 8721M 1771M 3701M 1751M 1851W 780 to 790 to 1871os 3321M 4731M 170IM T211bs 2&I IM Mlaml-0ado Product Control
2 Anchors D 1.IW Min.O.C./FOIp(Fig.6): 2401M 3A IM WA WA 160IM 6301M 7051M WA WA WA WA WA 3701M WA WA WA WA WA 3471M 4421M 5601M
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ,
FIGURE 1: FIGURE2' TABLE NOTES: 112501 1.250'
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
11
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
otaY�ynfN�
FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE :� 't�''•7CEN�
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. 3.250" rr•.•' F•'•.(�
CUP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. :• No.58705
BE USED
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 --V
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 4` .624" rv6063-T5AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND %�� ATE F (V�\
.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL i�s '•F<ORIDP,. �C,�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125'X 3.25'X.624' 1.25"X 3.25'X.624' '% S' ••• G��
#10&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FOR MULLION FOR 7,7��I�//-�L
• FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYrI�NA LE P.E.
FL P.E.#68705
TABLE 11A g
Mullion Capacity Table(Ibsire) 3
Opening Wdth((arvertica*spamin mulliore or0 enln Height for hodzorle ANCHOR CAPACITY
g ) P g 9 ( g)`sPenning mullions) ADJUSTMENT FORMULA: 1-1
� F
50 of 60 in 70 in 80 m 90 in 100 N 120 in 140 m 160 m
1Z6X394 Rectangular Trap7Triang. Rectangular TrapfMang. R.dengular Treprrdang. Rectangular Tmprrdang. Rectangular Taplydmo Rectangular Tra n Rectan clan Tra (D�)X!ANCHOR CAP.,o,,,,,\
rng oTda g. g oadang. Rectangular TLeadineg. Reoading Tr Load" MULLIONCAP.eo,r,,,E
X.82d Load'mg laatling Loading Loading Loading Load g Loadng Loading Loading Loading Load'm9 Loading Ina4me Loading Loading Leading Loading Load" aye w
ANCHOR CAP.,® ¢
Alum.Tube .. .8 m 3 5 a8 .. amE
Mullion �€, .�€ �€ o �� �� o@ �@. �€ 4 >� So a �� N
u ti io a i4 ri e u u' u u"a ci ci a ci o gg o u a rt o 9gg u` u a u a ci u a to u' u u a u et a u USE THIS FORMULA TO OBTAIN 5 0 Ld
5 Q ie 5 >; 5 a c 5. £ a` t'o- a e r P s �' �' �'gi "' a" ma's a •5 e e a �'� '"$� `' IS
b eQ7 X THE"NCHOR CAPACITY Tn �O D-
f 12 f� d`a E @ d`c" f @ d`z f€. ¢`¢` s� 8 r f� 8 c` f d`a �€, d`� f� d`s` @ d`¢` f @ d`rc f @ d`a �. dr a ms Q`z @. 8¢ �, d`a REQUIRED"CORRESPONDING Z
42 in 170.0 1 620 170.0 435 170.0 744 170.0 478 170.0 666 170.0 506 170.0 992 170.0 619 17D.0 1116 170.0 521 17D.D 1240 170.0 621 170.0 1489 170.0 521 170.0 1735 170.0 621 110.0 1983 170.0 621 TO N ACTUAL PRESSURE -2
_--__.
REQUIREMENT FOR THE - -
dBin 170.0 70B 170.0 524 170.0 850 170.0 SBd 170.0 992 170.0 630 170.0 1133 170.0 6S1 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1293 170.0 680 170.0 2267 170.0 690 OPENING,WHEN R IS LOWER -1 _
50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 694 170.0 1195 Im.0 723 110.0 1346 170o 747 170.0 1494 170.0 756 170a 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 THAN THE MULLION CAPACITY Z
54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.t021.7
170.0 1276 170.0 803 170.0 1434 170.0 037 170.0 1594 170.0 866 170.0 1913 170.0 851 170.0 2231 WILD 661 160.2 24D3 170.0 851 (FROM THE TABLE)OF THE W C) Q
SELECTED MULLION.IT WILL m 0 ?�
fill in 170.0 8B5 170.0 701 170.0 1063 170.0 797 f70.0 1210 170. 170.0 141T 1T0.0 944 170.D 1694 170.0 95fi 170.0 tilt 170.0 1033 170.0 2125 1T0.0 1053 148.3 2163 170.0 1053 129.6 2163 170.0 1063 YIELD A MINIMUM ANCHOR f-. V Iy,(
63 in 170.0 930 V0.0 74S 170.0 1116 170.0 660 170.0 13D2 170. 170.0 1488 170.0 1015 170a 1673 170.0 1076 170.0 1659 1T0.0 1122 155.9 2060 170.0 1169 134.5 2060 170.0 1171 11T.7 2060 170.0 11T1 CAPACITY WHICH MAYBE W Z
q 66in 170.0 914 1T0.0 189 170.0 1169 170.0 903 170.0 1364 1T0. 2 170.0 1558 170.0 1086 170.0 1763 170.0 1155 170.0 1949 170.0 121D 143.0 1966 170.0 1276 122.6 1966 170.0 1206 10T.2 INS 170.0 1286 USED TO QUALIFY ADDITIONAL Nd m p
m ANCHOR OPTIONS FROM THE Z W
Rin 170.0 1063 170.0 87B 170.0 1275 170.0 1009 170.0 1488 170. 6 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1734 150.4 1352 66.7 1734 1So2 1352
ANCHOR CAPACITY TABLE. J` yy .4p10
0 76 in 170.0 1122 170.0 937 170.0 V46 170.0 1090 168.5 1556 170. 9 147.4 1656 1652 1285 131.1 1556 15LS 1266 117.9 1556 141.3 1251 98.3 1556 128.3 1229 842 1556 122.3 1219 73J 1656 1212 1216
78 in 170.0 1151 170.0 367 170.0 1381 170.0 1116 155.9 1477 169. 6 136.4 1477 152.0 1224 1212 1477 139.1 1206 109.1 14T7 129.5 1191 90.9 14TT 116.9 1169 77.9 1477 110.8 1158 682 1477 102.3 1154
♦- e- N
90 in 142.0 1110 146.5 986 1104 111D 123.9 368 lot$ 1110 107. 88.8 1110 96.3d3aS
78.9 1110 87.S 922 71.0 1110 80.7 910 592 111D T1.3 891 S0.7 1110 WS 878 44A 1110 62.7 B70 Z Q N C4
96 in 117.0 975 120.3 872 97S 976 101E 856 83.6 975 88. 73.2 975 78.665.0 975 712 017 69.5 975 65A SOT 48.8 975 57.4 769 41.8 976 52.3 776 36.6 975 493 767 F X•,Z 00 to
login 82.2 7T1 84.0 696 68S 771 70.7 685 68.7 771 61. 51.4 771 S4.345.7 T71 49.0 655 41.1 771 dd.9 647 343 771 38.9 632 29.4 771 35.0 621 26.7 771 32.4 612 ED v� QO O
III In 76.7 733 TT.3 661 63.1 730 65.0 650 S4.1 �433
56. 47.3 730 49.942.1 730 45.0 622 37.9 730 41.1 614 31.5 730 35.5 600 27.0 no 31.9 589 23.7 730 29.5 581 W m
120 in 59.9 62d 61.0 569 69.9 626 512 660 42.B 44. 37.6 624 39.233.3 624 35.3 637 30.0 624 32.2 531 25.0 624 27.7 S19 21A 624 2d.6 609 18.7 624 22.5 li. � X
td4 in 34.7 433 35,1 400 28.9 433 29.d 395 2d.9 25.6 21.7 433 22A 19.3 433 20.0 r3.l 17.3 433 182 776 V N Q
nQ � Z..� W
TABLE 11B w
Substrate: 27K Concrete 3K Concrete 3.5k Com. Hollow cmu Filled CmU PT Woca Metal g
Anchor 3'16'Eao 1-Elco 3116'De4Yag W4•DeWall 6116'Elco 3116-Elco 1/4-Eco W16'DCNan 1/d-DeWal 1/4'SS Eko 511S'EIca 114-SS Elco p1D Sled s12 Steel #12 Steel N
Capacity Arcrorrypc ullrspn Unra al Ullman. unrdcm. Uftmcon UlDaon Ullracen unracon. UllracoM AggreDalor Unracon AggleGltor Screw(G5)Sc"(G5) Scram(D5) PRODUCT REVISED
Qbs) Edge 011lence in'. 1' 2-11Z 1' 2-1/Z i' 24fr 1' 2-1? 3-1/8, 1' 2-1/Z 1' 2-1/Y' 1' 2-1? 1' 2-1/L' Z 3-1(V 2' SAW 0.54' 0.324' ue comp!y Ing with the Florida
Emacdmed pn) 14/4- I.Xr 13/4' 1 W4- 13/4' 13/4- 14/4' 1-aw 2- 1-1/4' 1-114' 14/4' 1-1/4' 1-114' 1-114' 1-94' 14/4- 1-114' 1-1/4' Z 14L8' 14m' vales Dulldlag COt�b
2 ArcNrS�4.75-Mln O.C./Standard a Met Gip(Fig.17 3M bs 390Los 45D IDS 890 IDS 3101b5 63D Its 221 lbs 870 lot, 16441DS 270 lbs 2110[as 354 los 740 gs 230lbs 37U lbs 3201as 5801bs 37411a 661 IDS 9461Ds 341[as 442lbs 5601D5 NOA-No. 20-0406.03
4 Anchors Q 1.15'MIn O.C./Standard(or Offset)C0p(Fig.2) 480 res 700 Its NIA N/A 3201D5 1260Its 370 gas WA NIA WA 380 IaS NIA WA NIA 740IDs NIA NIA WA NIA WA 682Ias 6851bs 11201ts Expiration!Date 05126/2026
4 Arcilas@3'Min.O.G/(2)2r5 Angle Ceps!(Flg.3) 7B0 @s 7801Ds Sea IDS 158010s 6211os 126010s 440105 17401as INS lbs 540 ms 5601Ds N/A 7W ms 4W IDs 740 ms 64DIas N601os 7481as 880las 18921Ds 682 m5 BBS IDs 11201IS
4Anchas @ 0.W Mln.O.C./UCBp,Into.100'Alum.(Fig.4j NIA 141A N/A NIA NIA NIA WA WA NIA WA NIA N/A WA N/A WA N/A NIA NIA NIA WA WA NIA 1297IbS By L-
1AnchalFCllp(Rg.S) 195 lbS 195 He 225Ibs 44506 155[as 315IDs 110M 4351b5 822 tos 13510s 140 IM 177lbs 3701bc 115lbs 1851b5 1601bs 290 Ib5 187 He 33210S 4731os 77011s 2211Ds 2B0los Miami-0udo Product Gentrol
2 Arches®1.15'Min O.CJ FCIID(Fig.61 2401as 3501as IUA N/A 160 ms 6301bs 1S5 mS WA N/A WA 190 lbs N/A WA N/A 370 ms NIA NIA WA N/A WA 341 Ina 442IDs 5601DS
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
Z210"
FIGURE 1: FIGURE 2: TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURES: � ``�.���•"� /�/ �:
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.
CUP MUST GLE
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �.' •'.
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _.y�.: No.58705 `
BE USED
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ND •9
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL � '. //zJotc�
FIGURE 4: FIGURE 5: FIGURE 6: %O 3T TE OF '.�
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE . ,t\•., <[/
• • 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND4 (�s'•.;°<OR.045 IDP.•''G\?.
• ANCHORS INTO METAL SHALL EXTEND AT LEAS 3 SCREWtWTHEL TO BEAT TREADS BB THICK
EYOND THE MATERIAL ''/��I�isj',/1NA)-11
• #10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 1.25"X 3.94'X.624' A.LYNN�I�LER,P.E.
MULLION FL P.E.#58705
TABLE 12A
Mullion Capacity Table sift)
Opening Width(for vertical s ami mWlions or0 Opening Height for hodzor9a ANCHOR CAPACITY • ' $ 0
N•P ng ) P 8 0 ( gy-spanning ADJUSTMENT FORMULA: �, o
5o In 60 in 70 in 80 in 901n login 120 in 1401n 160 in (DP,)X ANCHOR CAP.," _ qa
RIX, gu 10op7Tdong. Roetemptlar TmPridwg. RectangWm Troplllforg. RoctnngWnr TrepRHon9• RectmlgWa TapRdag. ReRongWar T p/rrlmq Rectengutar Trep/IHmg. RoctangWar Tr4pRdasrg Rectangular Tmp/idang, MULLION � L�
21c41t.25 Loading Loadng Loading Lcadng Loading Loading Loadng Loading Loading Losing Loadng Lasing loading Loading Lowing Lowing Loading Loading i
Atum.Tube x r ,� r a a i• i a p a a a a x r a £ �• a r p r a •^ =ANCHORCAP.,",
Mullion � a � a� B a �" � a a
IS B as s a a �� a9 a a< a s
E 9 8 9 d `�a 6 9 USE THIS FORMULA TO OBTAIN N
s 6� s� a� s� 11s s� �. s� >: a. �� a. s� s s� e. s� i sg ti s� bb e o ui
2 9 gg 9 9 gg '3 g 5 9 gg 5 THE"ANCHOR CAPACITY
�� d` �� rc f� d d` s d �� �$ rc d` 1� d` f$ d# 1� s� d`o: �� d`rc d f- d` REQUIRED"CORRESPONDING U)
42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 865 170.0 See 170.0 992 170.0 Sig 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 TO AN ACTUAL PRESSURE O
----- - REQUIREMENT FOR THE -
48In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 I983 170.0 680 170.0 2257 170.0 See OPENING,WHEN IT IS LOWER J =
50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 694 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 756 THAN THE MULLION CAPACITY Q.5 V
54 m 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 861 (FROM THE TABU OF THE •)o Z
SELECTED MUWON.ITWILL m C3 Q
60In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 17Q0 8TS 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1T71 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1053 160.8 2690 170.0 1063 YIELD A MINIMUM ANCHOR Cl)
631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 148E 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 117l CAPACITY WHICH MAY BE l- O Z
USED TO QUALIFY ADDITIONAL
66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1556 170.0 1086 170.0 1753 170.0 1155 170.0 1D48 170.0 1210 170.0 2338 170.0 1275 151-9 2437 170.0 1286 132-9 2437 170.0 1288 ANCHOR OPTIONS FROM THEon Z i 'f• W
c 721n 170.0 IBM 170.0 B7B 170.0 1275 170.0 t009 170.0 1188 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.6 2164 170.0 1488 124.8 2184 170.0 1529 1092 2184 170.0 1530 ANCHOR CAPACITY TABLE. 8�`m �8s �l
J 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1D80 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 IMS 123.8 1960 161.6 150 106.1 IWO 154.0 1535 929 1960 152.7 1531 W[ G 6�
3 J 0-a oQ
78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1661 170.0 1474 137A 1861 103.1 IWO 114.5 1861 147.3 1473 982 1861 139.6 1459 85.9 1661 137.8 1454 Q - � O
J r N
901n 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.E 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1162 89.5 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1398 7&S 1096 2 -J Q N N
96 in f17A 1228 151.5 1098 122.9 1728 127.8 1079 105.3 1229 111.2 1081 92. 1229 98.9 f044 81.9 1229 89.8 1029 73.7 1229 B24 1016 B1A 12� 72.2 997 52.7 1228 65.9 977 46.1 1228 62.1 867 -,Z 00 tD
1081n 103.6 971 105.8 877 86.3 971 89.0 862 74.0 971 77.2 8/9 84,7 971 88.4 $37 57.5 971 61.8 825 51.6 971 56.5 815 43.1 971 49.0 796 37.0 971 44.0 782 32.4 971 10,8 771 m N w O o
M5.4 919 97.3 832 T9.5 91B 81.9 819 68.1 919 7g.9 806 59. 919 62.8 794 53.0 919 56.7 794 47.7 Big 51.5 774 39.7 919 44.8 758 34.1 919 40.2 742 29.8 919 37.1 732 LU
w X
7F&5 786 76.8 718 829 1. 64.5 705 53.9 780 55.8 695 47.2 78g 19.1 686 N.9 788 !{.1 877 37,7 788 /g.5 668 31.5 788 31.8 657 27.0 786 31.0 6N 27.6 788 28.1 671 V' (q
43.7 Safi 442 504 36A Safi 37.0 498 312 546 3" 491 27.3 50 282 485 24.3 50 25.3 479 21.8 546 229 474 18.2 548 19.5 464 15.6 546 172 455 13.7 Safi 151 448 0 N Q O o
TABLE 12B b e �
Slestr4le: 278 Comte 3c Comrele 3.5K Core. HOW CMU Filled CMU PT Wood Melal o Stir o'er¢�
Anchor 3119'EEo 1/4'Elco 3/19'DeWaO 1 114•DeWW 51f0'Elco 3'16'Elco 1/4'Elco 311C all 1 DM. 114'DeWa14•SS Elco 5/76'ENo 1/4'SSENo g1DSteel Di251e 1 012SIea
Capacity ArelorType UDr4cm uIlmon UOmtm. Unm[m. Ua rac mCon Uarman un- Unm. un-.+ AgnpeGator UWcon Aggn:Wlor Scnm(G5)S[RW(G5) Screa(G5) PRODUCT REVISED
(Ibs) Edge Datm[e PnT 1• 2-112 V 2412• t• 2-12• 7' 2-1/7 3-I/B• V 2-1/2' t• 2.1r2 1' I 2.12' 1• 2-12• 7 1 3-118" r 0.48' Q54' 0.324' as complyyingg with the Florida
Embedwrt pn' 1314' 7SIr Isla' 1�4' 13/4' 1a14' 1-3/4' 1.9/4' 2• 1-114• 1-114' 1-1/4' 1-7/r 1-1/4' 1414• 1-tlr 1-ve 1-U4' 7-1/4• 2• I-vr 13m• tales Building CodQ
2AnchDM@4.75-Min.O.C./S1ar10ardor OffW CBP(Fig.1&2) 390los 390Its 4501DS 6901DS 310@s 63D 1Ds 22010S 87010s 16441DS 2701DS 2BO IDS 3541DSEW91ts
230Its 3701bs We IDS 58D IDs 374lbS 6641DS 916 IDS 3411DS 4421D5 5601M NDA-No. 20-0406.03
4Anchm@2.68'Min O.C./Standard(or08set)CI1p(Flg.3): 7401Ds 74D IDS 630 IDS 1485IDS 620 IOs 1260ibs 4301DS 17301DS 1424 IDS WA 560 its NIA 4251m 7401D5 5751hs 1110115 N/A Sea Ibs WA 682[W 885 lbs limits Expiration Data 05/26/2026
6An[has 01.77•Mirt O.C./Standard(or005ei)C9p(Fig.4Y 065 ins O5g 75B ins 1946 ins 7031M 789016s 608IDs 2558ID5 NIA WA 7051ts NIA 5061bs 711010s 610 IDS 14781D5 N/A N/A WA 10711b5 132/IDs 1680106
4 Anchors®3'Min.O.C./(2)2,5 Angle CIIps/(Fig.5). 780 nts 78 Ds 680 IDS 16601bs 62D IDS 12601M 4401DS 174D IDS 18961b9 540IDs 560 Its NIA 4m Its 7401bs 640IDS 1160IDS 7481bS 8801DS 10921bS 682 Its 895lbs 112D IDS By
6A.W.Q 3-Min.O.C./(2)2c5Angle Clips/(Fig.6T 1170 IDS 1170as 1020Its 2.30Ibs 9301DS 16901DS 6601Ds 26101DS 28441D5 01 Ds B40 go NIA 69D Its 11101DS 96DIDS 1740IDS 1122 IDS 13201DS .2B30IDS 1-1Ds 13Z7 ins 1660IL6 Mlaml-Dado Product Control
3 Anchors@1.34'MIn.O.C./UCIIp,Into.t25'Alum.(Flg.TT NIA WA ,N/A NIA N/A NIA WA WA WA tUA N/A N/AN/A WA N!A N/A N/A N/A NIA WA N/A 0
731
6 Andras®0.64"MIn.O.C./UCllp,Into.t25'Alum.(Fig.BY N/A WA NIA N/A N/A NIA IUA WA 14JA WA NIA NIANIA WA NIA NIA NIA NIA WA WA NIA Zf It6
2Archors®2.66•Mirt O.CJFCOp(Flg.9) 370HIS 3701b2 3151bs 743 Ibs 310ms 63005 21510s 8651D5 7121DS WA 2801DS N/A 2131DS 3701D5 28BIDS 5551DS NIA 4401DS WA 341165 4421Ds 51111,
3 Anchors @ 1.71'MIn.O.CJ FCPp Fq 10Y 443lb5 525IDS 37B IDs B731Ds 3631" 945IDS
3041D5 1279 0s NIA WA 3531[G NIA 2!0lb9 5551DS 309IDS 739 ins NIA NIA WA 511 Be 66410s 0401bs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4:
TABLE NOTES: 2.000
t1iLl1 III lI
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR
• • • • • GENERAL INSTALLATION METHODS. ;�.�`�,.•'1GCN••.hl/�
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • • • • • .250„ 4.000" _iT No.58705 =
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN t-
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE --O ;
• • LOCATIONS. ='A•'•• q 2-D ;•�`
�0 TE F (V
FIGURE 7: FIGURE 6: FIGURES: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (�•'•.FC ORIDI;.••' \�.
•• • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. '%;SSA •" NG���
• • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK STEEL STUDS BE A MINIMUM GRADE 33 AND.045"THICK(18 2"X 4•X.25'MU ON
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN� M11 ER,P.E.
THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705
I
TABLE 13A IR
Mullion Capacity Table ibsdt2 ANCHOR CAPACITY �_
Opening Width(for leNca"parrdllg mul0ons)or Opening Haight(for h orimrtaDy-sparring mtRons) ADJUSTMENT FORMULA: �� o
50 in 60In 70 in 00 in 90 in I teG in 1201n 140In 1601. r ANCHOR CAP.-- ~
Rectangular TreprTdarg. Rectangular TreplTdeng. Rectangular RwTdarlg. Rectangder Traprriang, Rectangular T prTdeng. RCCtangAar Trapr7dang. ReetangWa Trep7Tdang. Reclargular TrepRdalig Rectangular Trepr8ian9- (D�)X\MULLION � 7 v
2 X 6 X 26 Loading Loading Lmdng Leading leering loading Loading Loading Loading Leading Loading Long Loading Loading Leadng Loading Loadng Loadng E Lg
Alum.Tuba 2> r a 2p a a a z, a a z' T^ a 22 x• T: T^ is z> 2> 2> a a r 2^ a r a a a Z• a =ANCHORCAP._
Nh419an $ a a� o
c'S 3 4`$o t.4 c9 a „ u u ci v 3 ci S o c7 ci o c�o ti ci o c�9 3_ ci u t9 o u o rn ci ci USE THIS FORMULA TO OBTAIN N
e� a €g �� re § t� `e s � _ �� s 8 s 3 E& s� a� a �� r@ _� �� o ui
XX a _' } e` e' THE"ANCHOR CAPAGTY n a
�� o �rc f� �i �o d`¢ �� ¢ d`� d`� �o �¢� f� d` f ¢ d`a REQUIRED'CORRESPONDING Z a
TO AN ACTUAL PRESSURE
- - 421n- -170.0 620_ 170.0 435 f70.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 Ste 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1083 170.0 521 REQUIREMENT FOR THE
48 in 170.0 708 170.0 524 170.0 850 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 SW 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2287 170.0 680 OPENING,WHEN IT IS LOWER
50.6251n 170.0 7Q 170.0 563 170.0 898 1ro.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 7Q 170.0 1494 iro.0 758 1ro.0 1783 170.0 756 170.0 2092 170.0 758 170.0 239i 170.0 758
THAN THE MULLION CAPACITY =
(FROM THE TABLE)OF THE �o Z
54 In 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 IM.0 1594 170.0 SW 170.0 1913 170.0 861 170.0 2231 170.0 fiat 170.0 75W tro.0 881 SELECTED MULLION.IT WILL LU O Q
60 in 170.0 W5 170.0 701 170.0 toga 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 096 170.0 1771 170.0 1033 170.0 2125 170.0 ICM 170.0 2479 170.0 1003 170.0 2833 170.0 1053 YIELD A MINIMUM ANCHOR
631n 170.0 930 170.0 745 t70.0 lite 170.0 850 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2975 170.0 1171 CAPACITY WHICH MAY BE Z
USED TO QUALIFY ADDITIONAL 7 m O
r� 681n 170.0 974 170.0 789 170.0 1159 170.0 903 U0.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 12M VD.0 2338 170.0 1275 170.0 2727 170.0 1238 170.0 3117 170.0 12M ANCHOR OPTIONS FROM THE W
J72 in 170.0 1063 170.0 878 170.0 1275 170.0 leg9 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 15M 170.0 3400 170.0 1530 ANCHOR CAPACITY TABLE W k'❑
76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 IBM tro.0 3140 170.0 1694 170.0 3569 170.0 1705 J a o dQ
Q o
g 76 in 170.0 1151 170.0 987 170.0 7381 170.0 1118 170.0 1811 170.0 1250 170.0 1142 170.0 1369 170.0 2oT2 170.0 1474 1ro.0 2302 1ro.0 1581 170.0 2763 170.0 1700 170.0 3223 1T0.0 1777 170.0 7683 170.0 1786 ♦- J N
lg in 170.0 1378 170.0 1t44 1T0.0 1594 170.0 1328 170.0 1859 170.0 1488 170.0 2125 170.0 1653 170.0 2381 170.0 1793 170.0 2858 170.0 1016 170.0 3188 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2381 Q � Z N N_
Z
96 in 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1993 170.0 t822 170.0 2787 170.0 1794 t70.g 25M 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 3199 1683 2470 120.0 A15-6.18 I•'• N 00 co
a0108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2701 140.4 2281 105.9 2781 125.9 2234 92.7 0 CVMin 170.0 1838 170.0 1454 170.0 1966 170.0 1700 1700 2293 170.0 1032 170.0 2821 170.0 2149 151.8 2032 162.3 2245 136.8 2632 148.4 2216 113.8 2632 128.4 2160 97.0 2632 tt5.1 2126 85.4 6 LUX1201n 170.D 1771 170.0 1586 770.D 2125 170.0 1859 154.4 2252 1599 1091 135.1 2252 141.4 1964 120.1 2252 12722 1038 1081 2252 116.1 1915 90.1 2252 99.8 1872 77.2 2252 88.0 1636 67.6 D8 F X
1461n 125.1 1- 128.a 1445 104.3 1- 106.1 1- 8-9.4 1564 91.5 1497 78.2 1564 80.7 13CO C0
90 69.5 1584 72.3 1373 62.6 1564 65.7 1358 52.1 1564 56.0 I= 44.7 1564 49.2 1WS 39.1 83 Q..N Z O 0
a=
rn
TABLE 13B
substrate, 27k Concrete 3k Concrete 3.5k mnc. P.11-CMU Failed CMU PT Woad Metal i,' F
ADCIIer 3U Elce 114'Elca WIG'DeWall 114'Dowell 5/t6'Eico 3/16 Eko 114"Eko 311W mwalt 1/4'Dewall 1W SS Eko 5/16 Elco 1/4'SS Elco the Steel #12 Steel #12 Steel eS
Capacity AncrbrTyro Nlrecon Ulirecon UllracoM U11n8C4M Ul0a4an Ultrecon Nirscon UllrecaM IlttracoM AggreG"Or UWecon ApgreGntor Screw(GS)Screw(G5) Screw(GS)
PRODUCT REVISED
(Ibis) Edge Distance[In} 1' 2-1/Z' t' 2-10 t' 2-1/2' 1' 2-1/2' &118' 1' 2.1/Y 1' 2-12' 1' 2-t/2' 1' 2.12' 2' 31B' Z 0.46 0.54' 0.324' ns comping with the Florida
Embedment 9n) 1-3I4' 1�/4' 7.7/4' 1-3/4' 13r4' /-3r4' 13I4' 1�4' 2' 1-1/4' 1.1/4' 1-1/4' 1.114. 1-1/4' 1.1/4' 1-1/4' 1-1/4' 1.114' 1-t/4' 2 i.Y6 73g' vadea Building odde
2 Amhom 4.75'Min.O.C./Slandard or Olbel Up(Fig.M2): 39D lbs 3901bs 450[be 89016s 310lbs 6301b6 220 Its 870 lbs 1644lea 270 lbs 280lbs 3541be 740lbs 230los 370le 320 IDs 680 lbs 374lbs 664 ins 9461be 3411bs 44211s 560 Ibs NOA-No. 20-04{0B.03
4 Amhos @ 4.66 Min.O.C./Standard(or Offset)COP(Flg.3} 780lbs 760Its 800lbs 1780 des 620Ibs 1260Ind 440 r 4 1740lbs 3232lbs 540lbs 5601bs 7081M 1480lb. 460lbs 740Ih: 640lbs 1160lb.. 7481be 1272Ibs 189 m 682lbs 8851bs 1120lbs Expiration Date 05/26/2026
8 Anchors@1.71"Min O.C./Standard(or set)Ciip(Fig.4}11SO ins 1400 ins 1010 IDs 2595lbs 9401hs 2520Ibs 8101bs 3410lbs WA WA 940 lbs WA le65 Ibs U751os 1480lbs 825lbs 1970 lbs WA WA WA 1363 U. 1770 lbs 2240lbs
4 Anctrors @ 3'Min.O.C./(2)2a5 Angle COPS/(Fig.5): 780lbs 7801bs 680lbs 15601hs 6201be 1260 lea 440 ins 1740Ibs 1898Ibe 540 Ibs 560 Ibs WA 7601bs 460lbs 740lbs 6401bs 1160 les 748Ibs am Ile law lbs 682lbs 885 lbs 1120lbs By
6 Anchlom 03'MIa.O.C./(2)2a5 Angle Ups/(Fig.ti 15601bs 16600. 13601bs 31201os 1240 lbs 25201bs BB0- 340016s 37821Is 10B0Its 112D lbs WA 1520-be 920lbs 1480lbe Van lbs 23201bs 1496lbs 1760 lbs 3784 lbs 1363res 17ro lbe 22401bs Mluml-Dade Product Control
12 Anchors @ 1.6'Min.O.C./(2)20 Angle Clips/(Flg,7):1660 lbs 2100 lb, 1440 the 3760 Ns 1M U. 37W Wa i2001ba 5160Ibs WA WA 1320 IM WA 1SW Ibs 9601b5 22201bs 11401be 28M lbe WA WA WA 20451be 23541be 33601bs
4 Anchors 1.34'Min.O.C./LLgip,IMo.125 Alum(Flg.B): WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 Ibs
8 Ancncrs 0 0.64'Min.O.C./liC6p,Into.125 Alum.(Fig.9): WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2881 Ibs
2 Anthers®4.68'MIm O.G/Fop(FIg.10): 390lb5 3901bs 45016s 8931nc 310lba 630lbs 220Ibs 870 lbe 16191be Z70les T801os 3541bs 740Ibe 2301M 3701bs 320[be 680 Res 374 be 638109 848 Ns 341 be 4421os 5601bs
4 Amhlom@ 1.71'Min.O.CJ F-CUp(Rg.117 590Iba 70D Ibs SOS Ibs 1298IDs 470Ibs 12601DO 405 Its 1705lbs WA WA 470 Its WA 533IM 338Ibs 740lbs 413 Me Mite WA WA WA .1 lbe 885ins t1T01bs
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: .250"
FIGURE 1: FIGURE 2: • FIGURE 3: • .GORE 4: • FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 1t: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 2.000"
LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \�� NY LYN
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LICENgF'•,`,
' :i
• • r)3
• • • • • [11
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 6.000" ND.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.
ANGLE
EEDEUEPMRS.
CLIP4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWANDGROUT-FILLED S CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDFATE OF(FIGURES YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
MUST USED NE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO ��7i�ONAL EN BE AT LEAST.125'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYMN�lIIBBE)l,P.E.
THREADS BEYOND THE MATERIAL.910 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. y'X 6-X.25•MULLION FL P.E.#58705
TABLE14A
Mullion Capacity Table slur a z
Opening Width(forverficallpspanrdrg mullions)or Opening Height(for hodzorltel"palrtrg muilons ADJUSTMENT FORMULA: ���}}� F
601n 601n 10 in 801n DO In 1001n 12D In 1401n 1601n y
Rectangular Tra{YTdang. Rectangular TmpTdarg. ReelangNar TapRdarg. Rectangular Tre D_ ANCHOR CAP.,"",,,,,
folding Leading Loading
WIWM' Rectangua TmpfTdam, Rwamutar Tmprrdag. Rectangular Trap/along, Rectangular Tm{yrdarg. Rectangular Tmp/rtlarlg. ( )X( ) + Lo
MULLION CAP.,,,,,,,, �g
126"x 2.11" 8 Loading Loading Loading Loading Loading Loading Loading Leamv Leading Loading Loading Loading Loadng Leading leading �Z•m-
x.12eMull z• i. z^ a p n y. n a x a a a •^ =ANCHORCAP.e" o
Tube Mull It R" �'•
a` T1 ap a a a gE� a a a a a A^ a'
Ss r ii� Ise g r S 8� 9 1 S 1 1 5" a fi g 5� 5� S� � 8 €� USE THIS FORMULACA TO CITY OBTAIN � ❑ a
g > THE"ANCHOR CAPACITY co
z }
@@@ REQUIRED°CORRESPONDING I-
-421n- 144.2-528 16L0 428 120.2 SM 148.9 419 1030 526 138.0 414 90.1 Sal 134.6 411 80.1 52S 134.1 411 72.1 526 134.1 411 60.1 528 134.1 411 51.5 528 134.1 411 45.1 526 134.1 411 TO AN ACTUAL PRESSURE __ _ 0 Q'
481. 90.6 403 108.0 333 80.5 403 94.7 325 69.0 4M S6.4 320 60.4 403 81.4 317 W.7 403 79.1 315 48.3 4M 78a 314 40.3 403 78.6 314 34.5 403 786 314 30.2 403 78.6 314 REQUIREMENT FOR THE �
OPENING,WHEN IT IS LOWER
50.625In e23 362 91.0 301 6a6 362 79.3 294 See 362 71.9 289 51.6 362 67.2 286 45.7 362 64.6 2114 41.2 362 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 362 63.6 -
THAN THE MULLION CAPACITY o Z
54 in 67.8 318 74.1 267 50.5 318 64.2 261 48.5 318 57.7 258 42.4 318 535 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 (FROM THE TABLE)OF THE W CD Q
SELECTED MULLION.R WILL m coo Z
C 601n 49.5 258 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 322 201 17.7 258 32.2 201 15.5 258 32.2 201 (p
YIELD A MINIMUM ANCHOR H
_ 631n 42-7 234 45.6 200 35.0 234 39.1 195 30.5 2M 34.7 192 26.7 234 31.6 189 23.7 234 29.4 188 21.4 234 2110 184 17.8 234 26.6 183 15.3 234 26.5 183 13.4 234 26.5 183 CAPACITY WHICH MAY BE ^2 W Z
USED TO QUALIFY ADDITIONAL D' 0
M 68 In 37.2 213 39.4 183 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 1&6 213 217 169 15.5 213 22.2 187 13.3 213 270 166 11.6 213 270 166 Z rq �' W
ANCHOR OPTIONS FROM THE _
72In 28.8 179 30.1 155 23.9 179 258 152 20.4 179 225 149 17.9 179 2a3 147 15.9 179 18.7 145 ANCHOR CAPACITY TABLE J s0
]file 24.3 161 75.4 140 20.3 161 21.5 137 17.4 161 19.0 135 15.2 161 17.0 133
781n 225 152 23.5 133 18.8 152 19.9 131 16.1 152 17.5 128 Q I, C3
♦- 04 N
Q N N
TABLE 14B X mZo vo
Substrate 27k Cza
3k Commle 3.5k Cow. Hollow CMU Filled CMU PT Waal Metal U) 0
Anchor 3116'Elco311V DeWall 114"De Well 5116•Etc. 3116'Elco 114"Elco 3/16•De Wall 114•DeWall 114"SS Elco 1U 6'E111 ild'SS Elco tl10 Slael q12 Steel 112 1,-1 W N
Capacity Anchor Type' UBmcanUlllacon. Ultmcun• Ulimeon Ullmcon Ullracon L ltracorn Ullmeon• AwreGator Ultmcon AgBnaGatm Scmw(G5)Screw(GS) Screw(GS) Of X
P to
(Ib9) Edge Distance(in): 1' 2-12' 1' 2-lir 1• 2-1/z' 3.1/8' 1' 2-1lC 1' 2-1/2' 1' 2.1I2' 1' 31/B' r OAB' 0.54' 0.324' 11 U 1N Q
Y
EmbedmeNC) 1a/4' tal4' tal4' 1-3/4' 7a14' tal4' r 1-1/4' 1-1/4• 1-1/4' 1-1/4' 1-1Id' 1-1/4' 1-114' 1-114' 1-1/4' 1-1/4' r 1a/8' fate' vatlea Q � 04 Anchors®3Min.O.C./(2)2c5 Angle Clips/(Fig.1): 780lbs 780lbs 620 Hu 1260 lbs 4401bs 1T<O lbs 18S6 ms 540Ibs 5W ms WA 760 Ibs 460 ms 740 W 640Ilm 11601bs 749 Ns BBO IDs 1692 It 6821bc B85 Ns 1120Ibs EL Z m€O 1n
PRODUCT REVISED
as eomplying with tha Florida
Building Coda
HOA-No. 20-0406.03
Expiration Date 05/26/2026
ZJ J TABLE NOTES: By
M1amF-Dade Product Control
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r1.266"-1
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
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 it6"
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125" �at,Y�LY
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED ��
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'• T ��,.• 1}cE7d,pF•.,���
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.28'X 2.11'X.125 MU WON Q': '••�
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND (INTEGRAL FIN MULLION) No.56705
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
s
lS
/,IONAL EN�.�•
A.LYN�1 ALL9R,P.E.
FL P.E.#58705
TABLE15A
Mullion CapaCBy Table(Ibsihr)
ANCHOR F
Opening Width(for,ertipQp-sparrircJ mt6iorLs)or Opening Height(for horizOriaPy-sparlring mtmiore) ADJUSTMENTT FORMULA:
MUU LA:solo 60 N 70In 801n 9D in 1001. 120 in 1401n 1601n ( ) ANCHOR CAP.,m,.,..\ 7,
Rectangsa Troprrdarlg.[17
ngular Tap/rdeng. ReclalgWer TreprTdag. Hectnn9War Trsp/Tdo-I Rectangular TrapRdang- Rectangular TI.W[Vlarg Rectangular TrspTdang• Rectangular Trdprnialg. Rectangular TreWM g. DP", X / 5
3.26"30 L0 n9 loadingding Loading Loading Loading Loading Loading Loading Loading Loading Loading Load g Loading Loading Loading Loading Loading MULLION CAP.,o„„, p2 y w
DEG.AL x x x �• x x a a x x x F n x ,�• x x p x x x x x x x x x x x z• x x a x =ANCHOR CAP.•„
13AYMULL q..,
4S u E ci B $ d u$ �7 E o c� c� E c� c�a 3 $ 3 a ?` $ $ $ $ ; 3 E E USE THIS FORMULA TO OBTAIN S 0 LL)
s9 s sti s� 6� s� s� s� s� s� z e9 s B�g € sly s� s a s s� r � a
6- tyy e,. RR 5r g 51 THE"ANCHOR CAPACITY N: 12 �¢� s d �� dip �' did - d �� dF � �� � ag f� REQUIRED"CORRESPONDING Z d o f ¢ rc � rc f f f a � rc fo 421n 170.0 620 170.0 435 7a 170.0 476 170.0 668 170.0 soft 170.0 9W 170.0 519 t70.0 1110 170.0 521 170.0 1240 170.0 5z 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 621 TO UI ACTUAL PRESSURE REQUIREMENT FOR THE J _ O
48 in 170.0 708 170-0 624 B50 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170A 677 170.0 1417 170.0 680 1522 ISM 170.0 Edo 130.5 1522 170.0 680 114.2 15M 170.0 680 OPENING,WHEN IT IS LOWER
THAN THE MULLION CAPACITY oZ
50.625 bl 17D.0 747 170.0 563 696 170.0 8]1 170.0 104fi 170.0 884 170.0 1185 170.0 723 fl0.0 134s 170.0 747 18/.2 144a 170.0 758 138.8 1443 flog 756 117.3 tun 170.0 758 102.E 1443 170.0 756 (FROM THE TABLE)OF THE W O Q
54 in 170.0 797 170.0 612 956 170.0 691 170.0 1116 170.0 751 170.0 1Z75 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 661 103.1 1353 170.0 861 902 1353 170.0 861 SELECTED MULLION.IT UNLL O601n 170.0 8W 170.0 701 1063 170.0 797 167.0 1218 170.0 878 146.1 1218 170.0 941 129.0 1216 159.8 936 116.9 1218 152.1 924 97.4 1218 146.1 913 B3.5 1218 146.1 913 73.1 1210 146.1 9t3 YIELDAMINIMUMANCHOR F- WCAPACITY WHICH MAY BE W Z
631n 170.0 B30 170.0 745 1116 170.0 850 1502 1760 168.8 B33 131A 1150 153.0 814 116.8 1150 iN.e 898 f05.1 1150 134.2 685 87.6 1150 126.7 87t 75.1 1150 1282 870 65.7 1160 126.2 870 USED TO QUALIFY ADDITIONAL IL d r. A
66 in 170.0 974 170.0 789 f0l8 165.8 881 130.E 1048 146.8 86{ 111.3 f048 1301 850 f0f.6 10/8 12J.4 839 B1./ 10/8 118.6 830 782 10/8 109A 821 65.3 f048 1082 818 57.1 1W8 1082 Big ANCHOR OPTIONS FROM THE Z �z a lL
$ ANCHOR CAPACITY TABLE
C 72 in 140.8 880 147.9 764 117.4 880 126.0 748 100.6 880 110.8 734 88.0 880 100.0 722 782 880 920 712 70.4 880 &70358.7 880 792 693 50.3 880 70.5 688 44.0 B80 76.4 685
761n 119.7 790 125A 690 99.8 790 108.4 676 85.5 790 93.3 663 74.8 790 83.9 652 66.5 790 769 643 59.9 790 49.9 790 65.1 624 42.8 790 62-1 619 37.4 790 51.5 617 Q C �� O
E 78 in 110.8 750 115.5 657 -3 750 98.1 614 79.1 750 85.0 -2 69.2 750 77.1 621 61.5 760 70.6 612 55.4 750 6.2 750 59.4 594 39.6 750 56.2 US 34.6 750 55.5 688 F- } zz N
Z Q Q NN
90 in 721 563 74A 500 60.1 563 629 49, 51.5 563 54.8 483 45.1 563 48.9 475 40.1 563 44.4 468 36.1 563 30.0 W3 362 452 25.8 563 33.3 445 22.5 50 31.8 442 QZW f0
W ii 4•86N 58.4 485 81.1 113 49.6 !95 51.5 435 124 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 4.8 495 29.1 Igo 212 495 26.6 394 18.6 485 25.0 390 fA UJ 8 11108 in {1.7 381 42.6 353 31.8 391 35.9 348 29A 391 31.1 342 29.1 391 27.6 337 23.2 391 24.9 333 20.9 391 17.1 are 19.7 321 14.9 391 176 315 W (IIIN 36.4 370 392 335 320 370 33.0 3]0 27.5 370 28A 325 24.0 370 25.3 320 21.4 370 22.8 316 19,2 370 16.0 3M 18.1 305 � � � CO?
1201n 30.4 317 30.9 289 25.3 317 26.0 284 21.7 317 225 280 19.0 317 18.9 276 16.9 717 17.9 273 (~J O Q 7
144 In 17.6 220 17.8 201 a..� Z 0 O
�•u s:0
BLE 15B 'a
S.Wrafa: 27k Cancrela 3t Cancrele 3.5k Caro. Hollow CMU Fikd CMU I PT Wood Metal PRODUCT REVISED
Anchor 3n8•Elco 114'El- 3116•DeWalt 1/4'DeWah 5116'Eko Vie,111" 1/4'jE1. 3116'De Waft 1/4'Do Walt 1/4'SS Efco 5116'Elco 1/4'SS Eke d105teal d12 Steel d12 Sted as complying with the Florida
Ca aC AuerType. UII2conarecon UR2COM Ullreeom UO2can UitraconUlir Ullracam NOacon� A uildln p hY ggreGator Uluacon Aggrecator (GHOA-No. 2D-U4D6.D3
(lba) EOga 4slarce 0nY ,• 2.12' 1• 2-11z ,• 2-1/2' ,• 2-1? 3118' ,• z-Irz ,• ,• 2-1? ,• 2-117 21 3-1/8• 2 • • •EmMdmeN(in): 1-3/4' 1-314' 1.114' 1314' 13•4' 13.4' 1-314• 1�/4' z t-1/4• 1-1/4' i-1/4• 1-t/a' 1i/4' 1-tr4' 1-1la' ,-1/4' ,-v4' z 13�6' 1�8' v des Expiration Date 05126/2026
2Amhom 4g 5'Min.O.C./(2)2s5 Angle Clips/(Fig.4 3901bs 390lbs 4601bs 89016s 3101bs 630Ibs 220Ibs 870Ibs 17001bs 2701br. 2B0lbs 354 lbs 2301bs 31016s 3201bs 5BO Ibs 3741bs 7201bs 948 Ws 3411bs 4421bs 6fi0lbs
4 Anchors @ 3.5'Min.O.C,r(2)2a5 Angle Clips/(Rg.2): 7801bs 780 lbs 790 lbs 16701bs 6201bs 1260Ibs 440 lbs 17401b5 2525lbs 5401bs 6601bs NIA 46016a 7401bs 6401h 17EO Ibs 7481bs 8801bs 18921bs 8821bs 8851bs 17201bs By8Anc,orsQ2.7,'MIn.O.C./R)2c5Anglc Cops/f .3k 11201bs 11201bs 9581M 22461M 9301as 18901bs 6481hs 25981M 22591os WA 840Ips WA 6481W 1110 Ns 67g Ibs 1678 Bu WA 1321 res WA 10221bs 13271hs 1680 km Mlaml-Dado Product Control
FIGURE 1:
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.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 1111 1 I I/
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125" �� tJY LYN/y
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Vy
11�0........FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •AY
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED 59' _ No.58705FIGURE3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL BE PRESSURE-TREATEDYELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' _-0OTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND.045"THICK(18GAUGE).STRUCTURAL STEELTO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MU 0, SA%TO [V�`
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. i��s'•.FL ORIOp`.•';�\_�
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /ON JAL-
A.LYUI WIILLtP,`P.E.
FL P.E.#58705
TABLE 16A
Mullion Capacity Table IbsN e
ANCHOR CAPACITY
Opening Width(for vertloal spanring millions)or Opening Height(for horimnla*sparvirg millions) ADJUSTMENT FORMULA: G o
5o in 60 in 701n so in 90In t001n 1201n 1401n too in ANCHOR CAP.,,",,,,, ~
Rectangular Trep/Triang. Rtmengdar Treplfdarg. Rectangular Trapl Como. Rectangular TraWTrtang. Rectangular Thip7friang. Rectangular Ttap/Tftg. Reclanguar T.Lolllarg. F1.0 jut TrepRdtug. Ratenguler TrepIrdang. (DP_)X( )
MULLION CAP.•,„,.„, o
325"45 inedm9 Loedng LoadnO Loafing Loadrg Loafing Loafing Loafing Loading Loadrg Loafing loedmg Loafing loafing Loafing Loafing Loafing Loading SZ �
DEG.AL x r a a p a p 2_• x a x x x r x x x x x x x z x x x x x =ANCHORCAP._
BAY MULL s ,� .• s ., „ ., m 0 � ., m z s a a A., A
§ b 5 @ S L v k € 2.
€�, ='e g'e �off is
�'e 13 b'e rR c`Y is u e 0 c'3 v f3 u o ri 3 0 0 USE THIS FORMULA TO OBTAIN Ld
a 5 t� RR g g >s- 8 is e 9= is i"s a is THE''ANCHOR CAPACITY31 5 [n k }d
€ d` g d` ¢ E G d`a g.8 d`¢ � d`a E d`li E� d`a f� a d`a E d`ai .5 d`a df 0� d`n� $a REQUIRED"CORRESPONDING ZF-
TO AN ACTUAL PRESSURE
421n 170.0 620 170.0 435 170.0 7" 170.0 478 170.0 NO 170.0 S00 170.0 992 170.0 Sig 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 - - J----- O
REQU%MENTFORTHE -
48 In 170.0 708 170.0 524 170.0 850 170.0 SM 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 ON 163.7 1637 170.0 550 140.3 1537 170.0 680 12 88 1 337 1 00.0 680 OPENING,WHEN IT IS LOWER 7 =
THAN THE MULLION CAPACITY U
50.825 in 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1018 170.0 684 170.0 1195 170.0 723 170.0 1345 170,0 747 170.0 148{ 170.0 756 117.1 1552 170.0 756 126.1 1552 170.0 758 itOA 1552 170.0 758 �c Z
(FROM THE TABLE)OF THE W o Q
54 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 1552 1455 170.0 856 129.3 1455 170.0 861 110.8 U55 1MO 861 97.0 1455 170.0 681 m
SELECTED MULLION.R WILL Cl)
60 In 170.0 885 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 998 125.7 1309 163.5 ON t04.8 1309 157.1 982 89.8 1309 157.1 992 Me 1309 157.1 982 YIELD A MINIMUM ANCHOR F-. W t0 W
CAPACITY WHICH MAYBE W Z
83 in 170.0 93D 170.0 745 170.0 1116 170.0 550 182.9 1247 170.0 910 142.5 1247 184.5 053 120.7 1247 1520 965 114.0 1247 144.3 952 95.0 1247 136.2 036 81.4 1247 135.7 935 71.3 1247 135.7 935 USED TO QUALIFY ADDITIONAL a Q
68 In 170.0 974 170.0 789 170.0 1169 170.0 903 146A 1190 163.7 965 129.9 1190 147.9 945 115.4 1180 136.5 028 103.8 1190 1211.4 914 60.0 1100 110.5 598 74.2 1190 118.1 693 04.8 1190 118.1 893 ANCHOR OPTIONS FROM THE Z (0 2 W
721n 161.6 1010 169.8 877 134.7 lOiO 144.6 859 i1SA 1010 1272 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 Sal 67.3 1010 90.8 795 57.7 1010 87.8 790 50.5 1010 87.7 789 ANCHOR CAPACITY TABLE. 7 ? .0
761n 137.4 908 143.E 782 114.5 906 1220 775 98.1 g06 f07.1 781 85.9 908 98.2 749 78.3 BOB 882 738 65.7 906 823 779 57.3 806 74.7 718 49.1 906 712 710 429 908 70.8 708 Q o rcO
78 in 127.1 881 132.5 754 105.9 881 1125 738 90.8 881 98.6 725 79.4 861 88.5 717 70.0 861 81.0 707 03.6 861 75A 69/ 53.0 881 68.1 081 45.4 881 64.5 875 38.7 881 83.7 612 1- N
00 in B27 818 85.4 574 88.9 616 721 58{ 58.1 616 62.9 554 51.7 848 58.1 545 48.0 846 50.9 537 41A 6/6 47.0 570 3d.5 6{8 41.5 SiB 28.5 BIB 382 511 25.9 846 38.5 507
Q m Z N cV
08N 88.2 568 70.1 508 50.8 668 59.1 499 48.7 See 51.4 co CO
491 42.6 568 45.8 483 37.9 568 41A 478 34.1 568 38.1 470 28.4 568 33.4 459 24.3 568 30.5 452 21.3 NO 28.7 447 fn CO �fi o 0
108 in {T.9 449 V385
449 41.2 Me 342 449 35.7 393 29.9 449 31.7 387 20.6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 308 17.1 449 20.4 361 15.0 449 16.9 358
1111n 44.1 425 !25 31.9 370 31.5 425 32.8 373 27.8 425 291 367 24.6 425 25.2 362 22.1 425 24.0 358 18.4 425 20.7 350 1S.6 425 18.6 313 W rl) rO
364 364 29.8 328 24.9 361 25.8 321 21.8 76{ 228 317 19.4 364 m.5 3/3 17.5 364 18.7 309 C)253 253 17.1 230 E Z
TABLE 16B a �rc�
Substrate: 2.7k Corwtete 3k Concrete ask Cone. Hollow cMu F&d CMU PT Wood Metal PRODUCT REVISED
Anchor Anch.,Typ.: 311E Elco 1/4'Elco 3116'MWalt 114'DeWalt 5/16•Elea 3•75 Elca 114•Be. 3116•De Walt 1/4'DeWall 114•SS Elea 5P19•Elco 1/4•SS Elco 1110 Steel #12 Steel 012 Steel as eomUCyTg with the Florida
Capacity Uttacan ulimcon Ullmeonr Ubacon� UlWeon UVecon Ullracon UlUe- Utracan� AggnlGalor Uaacon A9greGotor Screw(G5)6crew(05) Screw(0.5) Building Co
do
(Abe) Edge Dislanca(n): 1' 2.1? 1' 2-112' 1' 2-112• 1' 2.1? 3-118' 1• 2-ir2• 1• &11r 1• 2-
1rr r z-12 r ate z o.4a o.sa o.3za NOA No. 20"0406.03
Embedment(nk 1314• 1-W4' 1314• 13/4' 1-3/4• 1314' 7.3I4• 1-314' 2 1-7/4' 1-114' 1-1/4' 1-1/4' 1-114' 1-114• 1-1/4' 1-1/4' 1.114• 1.114' 2 1318• 48' id"
2Amhom@5'Mim O.C./(2)2r5Angla Ceps/(Fg.tk 3901be 390lbs 4501be 8901bs 3700.s 6301bs T201Rv 8701bs 170016. 2701bs 2801bs 3548a 740Ibs 239 lea 370 lbs 3201Rs 5801h 374 Ito 7201bs 946Ios 341 Abe 4421bs 5601be Expiration Date 05/2612026
4 Anctwm®3.5•Min.O.C./(212r5 Angle Caps/(Rg.2k 7501bs 780 lb. 7901bs 16701os 8201bs 12601bs 4401bs 17401bs 2525lbs 540lbs 5601bs N!A 712016s 4601bs 7401bs 64D Ibs 17601bs 7481Ds 8801bs 1B921h. 682Its 8851bs 1120 ma
e A9atlara®277'Min.O.C./(2)2x5 Angle Clips!(Fig.3k 1120 lbs 7120 85610s 224816s 9301bs 1B901bs 8481bs 25981bs 22541bs WA 8401bs WA 10591b9 6461bs 1110Ios 6791Ra 76761bs WA 132D Ibs WA 10221bs 13271bs 1680 V. BY
Miami-Dade Product Control
FIGURE 1:
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.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. 1 t`1Y LYNN
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45° •���•'.���p/S' 7�C�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. . P •,(<P
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" =;t No.5E705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED PXTE
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" -"0THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ;LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND 45°BAY 0OF ;�(✓✓�
• • THE MATERIAL#10ANCHORS INTO WOODMAYSESTEEL,18-BS.S.OR410S.S. MULLION i << '•.FLORIOI^.-''
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ONAL
A.LYC Mill Fi`P.E.
FL P.E.#58705
F"1.000"-I I-1.250"^-I x
--1 1.00D" I-- -�-I 1.000' f--
1.266"
-{ 1.000" (- y 1.000" f- 125 r
.125"
.125" .125" 2.750" 2.750" .125" 3.125" .125° 3.188" ,125" o
2.ODD" 2.000"
2.116' N
.265" N�❑ W
.125" L I ,125" z
.375" .375" '- .500" L - o
-- r -r -r -r
V X 2"X.125"MULLION 1"X TX,375'MULLION 1"X 2.75'X.375"MULLION 1"X2.75"X.650"MUWON 1"X 3.125'X.5'MUWON 125"X 3.188°X.265'MUWON 126X 2.11'X.125"MUWON N
6083-T6 ALUM. 6063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063T6 ALUM. 6063-T6ALUM. Q o F
XSECTION XSECTION XSECTION XSECTION XSECTION X-SECTION XSECTION Wco O
7 Z t+1 W
fto
TABLE A w m
LARD CLIP I I 2X5 ANGLE CLIP Z 2
6 ALUM. 8083-78 ALUM. Dimension Value(in) For MUlllon: OO to
2.000' CTION 2.125" 2.000" X-SECTION u-CUP A 1.625 .j n.I 606346 ALUM. 1"X2"X.125' Q J 0
.125" XSECTION .125" B 2.654 Aluminum Z U Q o1
C 0.895 Tulle Mullion Q Z Z Q
co
.125"] I C I D 0.740 U) Q 1 a 0 a0
A 1.125 co Z"
B 2 1'X2°X.375" w 0
.404 oY 1
5.500" Aluminum _j to t/3
r_CREATE F TO .375" F-- 5.000" C 0.635 Tube Mullion < Q 0 0 3.125" r6 .375"MIN. D 0.490 d e� Z 0 0
.375" CREATE ECLIP,SEE MIN.
MIN. DETAIL F,SHEET4
W
MIN. - A 1.875 . mO s.0--------------- VX2.75'"X ..- ma,AU-CLIP A F---_-_-� B 3.000 'dam
L- ---_-J L-------J 6os3--CLIPALUM. _ __ __ _ _ _ .375 Aluminum y p
-- ----- -- 2X5ANGLECUP C 0.767
TOPVIEW Tube Mullion
6063•TB ALUM. D 1.118 PRODUCT REVISED
_ as complyyingg with tho Florida
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPNEW A 1.312 1°X2.75°X Building Codo
6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 6-18 FOR THE NOA-No. 20-0406.03
Z�-T,ER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OFANCHOR B 3.000 .650"
ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR
HN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116'. C 0.476 Aluminum Expiration Date 05126/2026
SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0.836 Tube Mullion Dy
DIAMETER:ANCHOR DIAMETER+1116". SHEETS 5.17 FOR THE A 2 000 Miami-Dodo Product Control
ANCHOR O.C. TABLE B
DISTANCE.MAXIMUM B 2.637 1.X 3.125'X
ANCHOR HOLE Mull Dimension sheet PGTPart# .500°Alum
5.500" .375" ( C 0.863
.375' MIN. DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U Cllp Angle Clip Tube Mull
DIAMETER+IM6". D 1.137
MIN. V X7'X.125"(5) 66605 666113M 6661118M 666243M 666511M A 2625
r---- -------r-------____� 1"X2"X.376'(6) 666ODS 666114M 6661119M 666244M 666512M B 3.262 1.25'X3.188"
I I X.265°Alum
1"X 2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M C 0.862 1 Tube Mull 111 11 I I I III
1"X2.75 X.650"(8) 66608 666116M 6661121M 666246M 666514M D 1.762 LI I I
B O ,,
" • �,
1.26"X2.11•
1 `` '`�''�10ENS•''"/��
I i i I "X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M a•'- R •'• ��
A 1.613 121"Alum
I I J 1.25'X3.18B"X.265'(12) 66641 6661117M 6661113M 666241M 666516M Tube Mull _;I.:� IJo.58705
1.26"X 2.11"X A25"(18) 69370 WA WA I WA 666517M
C OFFSET CLIP NOTES: 1 :•��`
.125" 6083-TB ALUM. �O�•.• SSTAT OF
TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. �i C� •'•R.<ORIDP,.•'•\_��
F 2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ////I J I I I I WO'
-
3)SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS- A.LYNN MILLER,P.E.
FL P.E.#58705
--� 1.000., 1.DDO" r-- 1.062" 1
..063"062 .385" i I rt �'
.062° I I}•.1 125" -�i F^.125" � � F
O6T
.a3e^ U
4.000" .126'4.000" 4.009' STANDARD CUP2.625° 200D" 8083•TBALUM. 2.125' 2X5 ANGLE CLIP
.125" X-SECTION U-CLIP 2'000" 6053-T6 ALUM.I 6063-TO ALUM. LV
.125"a.375"
.125" .125" XSECTION XSEC710N 125"
�s 0 F
.031" r coj t G�rc W
----- -- .125•J O _125' CENTER OF ANCHOR HOLE MUST UE WITHIN THE-155' .375" DASHED BOUNDARY.SEE SHEETS 10.20 FOR THE dJ
T ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR _
i HOLE DIAMETER:ANCHOR DIAMETER+11160. W 03 p F-
1'X4"X.125' 1'X4°X.375' 1°X4"X.375• 5.500" m cl)Z O In
MULLION MULLION T-MUWON CUTHERETO 5.00D" 375" ZQ co LU
6063•T6 ALUM. 8063-T6 ALUM. 6083•T6 ALUM. .375' 3.,25' -{_CREATE F-CLIP,SEE '375 ^�MIN. ~ (0 Z
XSECTION X-SECTION XSECTION
. . " .100" LDETAIL_F_,S_H_EE_TJ4IIIIIII F F rtIII 6'. F --------jI rt -F--•oc z
ONLY ON 1.250" MIN, W
r' o 1.594° I _
1.594" mu _______ ----__ CENTER OF r_________ 375" 2Q J
.0Qy�"
q
U
ANCHOR HOLE MIN. rzMUST LIE WITHIN
THE DASHED J EL
Q J
BOUNDARY.SEE 1-- N
SHEETS 10-17 Z p a _CDaZZZ} FOR THE2.875" ANCHOR O.C. Z3.250• 1 DISTANCE.
1�"
Awl MAXIMUM W O
3.250" ANCHOR52
DIAMETER:ANCHOR L---------------------J U = �
d
DIAMETER+1f1DO 624 2X5ANGIECLIP AO s'mOQ
0" LP 6063
•T6 ALUM.624" STANDARD CLIP U
.82 .820"
1.25D" F ANCHOR HOLE MUSTUE 6063-T6ALUM. 6063-T6 ALUM. TOPVIEW
TOPVIEW TOPVIEW
1.25'X3.25X.10" 125X 3.25'X.624' --{ .820" (- Z=INRl`0HE DASHED BOUNDARY.SEE PRODUCT REVISED
MULLION MULLION 1.25'X 3.94"X.624' SHEETS 10-17 FOR THE ANCHOR O.C.
TABLE C TABLE C,CONT, as complying with tho Florida
6005-T5 ALUM. 6005-T5 ALUM. MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimond on Value Qn) For Mullion: Dimension Value(in) For Mullion: Building Coda
XSECTION XSECTION 6005-T5ALUM. DIAMETER:ANCHOR DIAMETER+1116'. NDA-No. 20-0406.03
XSECTION F 3.687 1'X4"X F 1.938 1.25'X3.25'
G 1.000 .125' G 0.500 X.624' Expiration onto 05/26/2026
H 2680 Aluminum H 1.438 Aluminum 17
3.469" 5.500" -{ I 3.000 Tube Mullion I 3.250 Tube Mullion BY
2.661" .125'• 37N. I .375" F 3.187 1'X4'X F 2.625 1.25-X 3.94' Mlamt-Dade Produet Control
1.37T� '72'r 1'8� I MIN. G 0.757 .375• G 1.125 X.624"
r--- -- r--------, H 2430 Aluminum H 1.500 Aluminum
I 1 1 I 1 3.000 Tube 8°T" I 3.250 Tube Mullion
I I I I I F 2250 1.25'X3.2S F 2.813 30°Ba Mull
125" I I I 1 I G 0.750 X.10D' F 2.875 45'Be Mull
.125" 45' 2.250' i I 1 I i I H 1.500 Aluminwn
30' I I I I I 3.250 Tube Mullion
I I I I H I
I I I I I
3.250"45'BAY MUWON 3.250" I I I I TABLED •\A11A 1111j1rr'
L.__-____- �._ ----_-I Mull Dimension �`� '•.....•...
3D'BAY MULLION 8063-TB ALUM. I I I I I sot PGT Part# �` - I
6063-T6 ALUM.XSEC ON 1 XSECTION I ( #) Mullion Sid.GIP Offset Clip U-Cllp Angle Clip \ �'•UGEASF'•
G OFFSET CLIP
1"X4 X.125"(10) 69364 666111M 6661122M 666241M 666518M `.' •'.�
�{ I .125" 6083-T6 ALUM. 1"X4'X.375"(11) 66610 8661 12M 6661123M 688242M 666519M
.228"J �,981"--� •�6" �.981•-i .7 TOPVIEW
413 1"X4'X.375-T(11) 6603 666112M 6661123M 666242M 666519M
NOTES: 1.25•X3.25"X.10(r(13) 20166'20312 6661127M 6661124M 6662410M ON511EM %"3
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25"X.624"(14) 20161120315 6661128M NOI125M 6662411M 6665116M ,;%.. "T TE F \
1.25'X394"X.824°(15) 20162 6861117M 6661126M 668241M 666517M %ems '•.�O.... ••'G\�`
2)SEE SHEETS 10,11.13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66649 WA WA WA B-110M �'�`S�01VFlL
45 Degree(20) 66650 WA WA WA 6665,11M �ff7f t11 A1`
3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. A.LYNN d,IILIFR,P.E.
FL P.E.#58705
TABLE E
Mull Dimension PGT Part#
(sheet 0) Mullion Std.Clip U-Clip Angle Clip f^•125" f- .125" --{I--.125" F
Y X4'X.25'(16) 66602 668261M 666271M 6665112M
2'X6"X.25"(17) 66604 666262M 668272M 6665113M I STANDARD CLIP I U-CLIP 2XS ANGLE CLIP E
6063-T6 ALUM. I 6W3-T6 ALUM. 606&T6 ALUM. oY
2.000" XSECTION 2.125' XSECTION 2.000" X-SECTION
NOTES:
N
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •125" I .125" .125" 8 F
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. LL U N F
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE Z
T O w
HOLE LOCATIONS- - 1.490" �'-1.49D"•--••� _ _ _ __ _ _ _ __ __J_ _ __ _ U
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ] U
5.500'
3.500° CREATE F•cCUTHERETUP, 5.0001, 375• W Cl) O F-
2.000° .375" `t I_SEE DETAIL F. .375" CL MIN. m Z t0+) co
MIN. r SHEET4 MIN. .375" O O (D
r-------- ------ ------- -- -- 7 s.
I I I T--------------------1 Z LU m =
I I i i �m Y� to
I 'b
I
p O
J ao - �z
4.000" j i I I Q zi - o
.250" 2'X4'%25' -�-- --- --�- 3.438" + 3.438" re T--------j Z U zz Q rn Q
O N N
MULLION 3.438" I I F Z..Z 0) tO
8063-T6ALUM. I 1 I t Q9 "O m0
N q P
X•SECTION I I I .375" U Z r3 0
L- ------ ---I--- ----___J -- -- L---------------------J MIN. W O
Of J U U
L- STANDARD CLIP U-CUP,6063T6 ALUM. 2X5 ANGLE CLIP Q ¢ O O
CENTER OF ANCHOR HOLE MUST LIE 6063•T6 ALUM. SED FOR U ,4"MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST UE 6063-T6 ALUM. 0_e Z U U
.250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW - TOPVIEV WTHIN THE DASHED BOUNDARY.SEE TOPVIEW g No s o
SHEETS I6.17 FOR THE ANCHOR O.C. SHEETS 16-17 FOR THE ANCHOR O.C. g" WmiY
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE .-rcU'
DIAMETER:ANCHOR DIAMETER+1116°. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16".
SHEETS 16.17 FOR THE ANCHOR O.C. PRODUCT REVISED
5.500" DISTANCE.MAXIMUM ANCHOR HOLE as complying with the Florida
CUT HERETO DIAMETER:ANCHOR DIAMETER+1116'. Building y do
f-2.000"--1 375" 3.500" CREATE F-CUP, 375" 5.000" NOA-No. 20-0406.03
-•�I SEE DETAIL F, �.376" Expiration Date'05/26/2026
MIN. r-SHEET4 MIN• MIN.
.375" By G-%3
1 I f---------------------1 Miami-0ado Product Control
I I I I
1 I I I
I I I I
I I I I
I I I I
I 1 I 1 I I
I I
1 I
I I
I I I I
I 4.68B"
I I
.250"020
6.000° � -I- T- --i re r 5.438" � ---------I \1111UIII11rr .
I I I 5.438" 5.438" '
I I
,...1.......
2MUWON� VIGENSC'•.Ce��
6063•T6 ALUM. N0.56705 1;
XSECTION 375" n -
I I IL
j - U!'
`-- -- -- ----- L---------------------� MIN. '. 2 D
ir
-- _- �O�•. S7A OF CV
STANDARD CLIP U-CLIP 2X6 ANGLE CLIP i
- 6063-T6 ALUM. 606VMALUM. 6083-T6 ALUM. /ASS ONAL1��G`\
TOP VIEW USED FOR 2'X 6•MULLION.SHEET 17 TOPVIEW
TOPVIEW A.LYNN MILLER,P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1l4-.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.Ob60.0 PSF. lie
1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32'+32+1'�5".REFERENCING SHEET 25.THE COLUMN USING
NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.O/-6D.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. F
SEE "-'—SEE FROM TABLE 3A,SHEEP 7,THE 1'X 2.75"X.375"MUWON(LENGTH=72',OPENING WIDTH=701 MEETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD
FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. u
PRODUCTS SHEETS oY
APPROVAL 2-3
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
7T 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 CUP WITH(4)#12 ANCHORS AND THE 2X5 07
ANGLE CLIPS WITH(4)912 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL Z cV x
--- — —--�/ lL
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE DEraLs, ,OF MULLIONS OR FENESTRATION PRODUCTS_,WILL O
3) =
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J
23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 635 LBS.ALTERNATIVELY, W 'o
NO ANCHORS IN WINDOWSILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: ca (cr) w
co Q)
MULLIAIDTH 636 LBS
(60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B)
OPENING WIDTH 72.7 PSF _
Z i E
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 23/8".THE OPENING REQUIRES A 10
DESIGN PRESSURE OF+50.01-55.0 PSF. J¢ '� ¢Z
N
FOR THE VERTICAL MULLION: ~zz Q N QD
N
1)INITIALLY ASSUMING THATA 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32-+77+1=105-AND THE OPENING WIDTH IS 36"+36'•+l'=73".REFERENCING SHEET25, Q Z m Q
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-318"AND WILL (0 COB O AO
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. y W ❑
W EL 2
SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375"MULLION(LENGTH=108",OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+!-15.1 PSF cc
MULLWIDTH SHEETS 2-3 j CO
-I I_ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. F
FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250'MULLION(LENGTH=108",OPENING WIDTH=SO-)HAS A DESIGN PRESSURE OF+1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q W Z O 0
Q. t2
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. .. .0
L
SEE V
DETAILS. 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 SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN 2< N
THE 73"DIMENSION(35-12"+35-12-+2=73-). PRODUCT REVISED
as com lyyingg with the Florida
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 Building Codo
I I NOA-No. 20-0406.03
VERTICAL CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION -'--SEE - USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration Date 05/26/2026
LENGTH SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. /�'��
y DETAILS, DETAILS By C/�.
OPENING SHEETS 2-4 SHEETJ FOR THE HORIZONTAL MULLIONS:
Mlamt-Dade Product Control
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2-X 4"X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
FOR
HORD:. MULLION TYPE COULD BE CHOSEN,
MULLION 72"
1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32-+72-+2"-106".REFERENCING SHEET 25.THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE
USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250-MULLION(@ LENGTH-42'.OPENING HEIGHT=120-)HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8"
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH
2a (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 I11 I I I I I 1
ANCHOR CAPACITY OF 621 LBS. `��� 0�1Y LYhlq/
38^,HORIZ. ,� Jc,HOR'7 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR C1��•'•1.ICENgF
MOLL 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.
OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. No.58705
A FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: -
+/-647 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ' 3 �'Z
+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ��O�'.• AT OF (V
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSFAND WOULDAPPLYTOALL OFTHE MULLIONS. (C •••'4 ORIDI',••'•
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION SZ.IO�NAL
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN M1L'6R.
'P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALfrRIHNGULAR LOADING:
gn �
r! O
I
j PW PW � �
PW i oY£
I
I 5 U SH/DH - - -- SHIDH _ SH/DH SKMH PW PW U AN¢ W
4 4 4 4 W
z
Lr
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / 0] cam+) W
SILL OF WINDOWS NOTANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / / / HINGED ~
DOOR m Q
SGD z 3U
LOADING OF VERTICAL MULLION to vZ
I
PW I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q LU
d N
PW j Z Q a) c0
N N
Q
Z
-- i PIN PW W 13 ao eo
PIN w z N
Q 2 o�
SHIDH SHIDH SHIDH SHIDH I77 UQ Z O O
E,z
4 j D �
I
SHIDH
/ / I
PRODUCT REVISED
LOADING OF VERTICAL MULLION LOADING OF HORZONTAL MULLION I / os complying with the Florida
SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLION I Building Code
/ a / NOA-No. 20-0406.03
PW PW HR
I
Expiration Data 05/26/2026
I
I LOADING OF(2)HORIZONTAL MUWONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By
MULLION Miami-Dade Product Control
HINGED I NOTES:
DOOR PW PW
I 1)DRAWINGS ARE
RERESENTATIONS OF TYPICAL
jI PW CONFIGURATIONS.
PW CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
Oo i THOSE SHOWN.
2)IF THE LOADING TYPE CANNOT �� 0,,.••••••NM������
BE DETERMINED,USE a•.' �1GENSF'•,C�
L'41 PW RECTANGULAR LOADING. Q•. •:��1
py� PW i No.58705
3)SEE PRODUCTS'APPROVAL FOR _ )ff
I / ACTUAL ANCHOR LOCATIONS. _.O
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION / '.• ,ZL •: `
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / O�•.• STATE F (V`
SGD �(C` '•.F<ORIOn,.•'•���
----- ----- _____ LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN UILLt R,P.E.
--— MULLION MULLION FL P.E.#58705