HomeMy WebLinkAboutNotice of Acceptance (3) MIAMV[7>aDE MIAMI-DADE COUNTY
R PRODUCT CONTROL SECTION
6805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) j Miami,FL 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(7861315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/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 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 Aliuminum 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 Antho4y 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 thL 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.
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j NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: Augugt 20,2020
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PGT Industries.Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05)
2. DrawingNo. 6300JR titled "Impact-Resistant Aluminum Ttibe Mullions" sheets 1
P ,
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
4) Large Missile Impact Test per FBC, TAS 2( 1-94
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,I Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E. (Subn'iitted under)NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
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D. QUALITY ASSURANCE
]. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
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1. None.
F. STATEMENTS
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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, RE. �
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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. :
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Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
I Expiration Date: May 26,2026
Approval Date: August 20,2020
E-I
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITiTED
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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. I
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017) and with FBC 71h Edition (2020), prepared by manufacturer, dated
04/01/2020, signed and sealed by Anthony Lynn Miller, P.E. j
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-6"' 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.1I approved on
11/09/17 and expiring on 05/26/21.
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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: q
NON-IMPACT OR LARGE AND SMALL °
1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE }}�
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 6c' 6
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.................:...-....I
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..............._..............I
FIGURE 1• ELEVATIONS.::............._..._......._...1 S
MULL TO 2X WOOD........................2
MULTIPLE [7,OPENING wo7H FOR VERTICAL MULL---�{I aacHEs 70 BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X 8 MASONRY.............2 bz wM
MULLIONS / --� SEE DETAILS I 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
Ec7ANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. MULL TO MASONRY......................3 LO
SHEETS 2-4 SHAPE MULL TO STEEL STUD......_....._....3 N O
_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...............................3 s O a
DESIGN PRESSURE.MUWONS ARE CALCULATED TO DEFLECT N0 MORE THAN U780.THE 1/3 SiRESS INCREASE WAS NOT USED ALTERNATATE CLIPS.................-..4 z *" o
..............4 c
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION
1 X 2 X.125 MULL SPECS...............5 Q ry
4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 275 X.MULL SPECSSPECS.
.,...........7 � � L)O
1%2.75X.375 MULL SPECS.........? C)
INSTRUCTIONS. 1 X Z75 X.65 MULL SPECS...........8 m
t 1 X 3.125 X.500 MULL SPECS........a S` Z �
SEE DETAILS I I III 1 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 LU O o
A THRU G; , I/__ /_ I11 _ /_ I \ 1X4X.375TUBEMULLSPECS....11
*HEFTS 24 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 7 F 1O w
_ ATHRU G; 1 X4X.37E'•f"MULL SPECS........11 F Q FO
i ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN g > o
\ I' SHEETS 2< 1.25 X 3.188 X.265 MULL SPECS...12 lL
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, 125 X 3.25 X.100 MULL SPECS.....13 zd
OPENING 1.25X3.25 X.624 MULL SPECS.._.14 7 W m
MULL' HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25X 3.94 X.624 MULL SPECS.....15 O
LENGTH 2X4X.25 MULL SPECS....-..........16 Z£
HORIZONTAL 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 9
SHE DETAIL E, 3G X 3.2 1 AY M LL SPEMULL CS
SPECS....18
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q w r' O
SHEETS W X 3.25 BAY MULL SPECS.........10 F W N
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 45'X 3.25 BAY MULL SPECS.........28 Z I"' Q N N
REACTIONS. MULLION&CUP DIMENSIONS......21.23 ¢ O Z
EXAMPLES 1&2.............................24 H Z y 1;0 O
FENESTRATION 6)REFERENCE:TEST REPORTS:FTL-&W3;ELCO ULTRACON,DEWALTIELCO AGGRE-GATOR,DEWALT ULTRACON+NOA'S. LOADING EXAMPLES.....................25 6 0
PRODUCTS MAY (n
6E OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING of W `1
MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH PGTI Z fn to
MANUFACTURED HLU
BYCGI. FENESTRATION PRODUCTS. U Q p O
=�1�= Q.. Z..co co10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7- s%g m0 s0
SEEL
HORIZONTALSEA'D,G.H:Ls 1i)QUANTITYOF UNITS WITHINAMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDEDTHATTHE SPAN AND OPENING
�
�MULL — SHEETS 24 WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LENGTH HORIZONTAL
REVISED
MULL as complying with the Florida
Building Code
LENGTH INSTRUCTIONS: NOA-No. 20-0406.03
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')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
LENGTH I— OPENING WIDTH-i I-HOflIZ MULL LENGTH—[ M{ami-0ade Pfeduet Canfrel
_n
13)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING 15"RECTANGULAR"OR'TRIANGULAR/iRAPEZOIDAL".
OPENING I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT')FROM TABLES to THROUGH 18A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
HEIG T THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLIONIS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPENINGMULL b� HORIZ. p VERT. MULLION CAPACITY(LBS/F M OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT-)FOR THE OPENING OBTAINED IN
HEI� LENGTH Y ' MI p /� !� LENGTH STEP 1).
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5)FROM THE SAME TABLE USED INSTEP 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 METTO ATTAIN THE FULL MULLION CAPACITY. j1 t t t t I I I I//
OPENING WIDTH- - ........
SINGLE MULLION St LE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LES)TABLE ON THE SAME SHEET AND USING YOUR ACTUACSUBSTRATE CONDITION'(MULTIPLE - •. •• '�/-��-- —
OPENING W1D7H ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE.REQUIRED ANCHOR VICENSF•.�(� i
FOR VERTICAL MULL CAPACITY IS MET. �' P
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS = ND,58705
FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBSIFM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM 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 �/ 2.Z o
s2020 FLORIDA BUILDING CODE(FBC),7TH EDITION ;.0,�'., STAT OF •Cl/.
*2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :I , ••,F<ORIDMULLIONS+ ,•'•G\?
*ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION CAPACITY(LBSIM)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALLAPPLY FOR THE ENTIRE MULLED FENESTRATION •••• C;\�
*ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. ��/0NAL 1 �
sAISI S100.16 E
A.LYNN(u�ILLE%%P.E.
*AISC 360.16 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
FL P.E.#68705
DETAIL A: DETAIL B: MuwoN
MULLION TO 2X WOOD BUCK MuwoN MULLION ATTACHED TO 1X BucKSTRIP o
OR WOOD FRAMING AND PERSUCBS RATE, x w
OFFSET CLIP SHOWN WOOD BUCK AND MASONRY 8
( ) (STANDARD CLIP SHOWN) ev oTrHlEP�sT SEE SEE TABLE51093B
SEE NOTE 1, rV
I j MULLION SHEET 1. E g ()
'•,`'••'�. ul
to ANrc
A I SEESHEETS 4 b I MIN2.7KSI
I -. ' • EDGE
J=O
EIHERHE 1.23 FOR HOLE .d CONCRETE ORCMU' TANC
S LOCATIONS sE
Q o a:TANDARDO SEE EETABLES
OFFSETMULL D EDGEDISTANCE 18-738
CLIP MAYBE ISTANCE
INSTALLEDBY MASONRY AN W
HORS d
THIS METHOD. in
QF-
L.250"MAX FOR °C• ° I I SIDEVIEW Z co1-
.. •a ALL MULLIONS d.: ° F" Q g
� ? �• W
OFFSET MULL Z p
CLIP MAY BE Ir. �Q
d a
EXTERIOR c a NSTALLEDBY > F-a aQ
d EDGE . . THIS METHOD. _J CO d r
a d DISTANCE ea ¢ r Q
° a FOR e F Z Q p1 (
MASONRY < aO Q O Z N N
c THE OFFSET CLIP LS ANCHORS ♦- F- OD fD
RECOMMENDED FOR a tO�O
°4 FIN-FRAMED a. 6 J m p
EXTERIOR YMNDOWS,BUT MAY e _
ALSO BE USED FOR 4 LU Y aY
OTHER FRAME TYPES. \ V Z Qco
Q
Zco
m�mQ�
TYP.ANCHOR TYP.ANCHOR
TYP.ANCHOR PER SUBSTRATE, PERSUBSTRATE. �rc�
PER SUBSTRATE SEE TABLES 1 B-168 SEE TABLES 16-138
SEE TABLES IB-168
EOGEIEND PRODUCT REVISED
DISTANCE BUCKs7RIP as Complying with the Florida
SEE TABLES AND Bullding Code
EMBEDMENT TRIP
16-179 T e:! : ,. •' ATTACHMENT NOA-No. 20.0406.03
;.,.„�•' BY OTHERS.
ATTA HMENT EMeEDME_ M----�- •, SEE
E NNOTE1' Expiration Date0512612026
BY OTHERS, L-
SEE NOTE 1, •� .. By
SHEET 1. - MIamI-Dado Product Control
_ ____ _.__ _ __ ,-..-.-,..__• __ __ __ ___ ..___ __ __ ____ MIN 2.7 KSI CONCRETE OR CMU •.
SIDE VIEW --- -—FRONT VIEW - - - - -- - --
FRONT VIEW
MATERIAL PROPERTIES::
INSTALIATION NOTES: Material Mtn.FY Min.F„ 1111{1 I I 1,141
!!!
-- ------- Steel Screw -92 ks1_-120ksi-
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 18E Screw 60 ksl 95 ksi ��'• I,ICEN ��C
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 ksi '.•�f
__�•
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. DeWalt/Elco Aggre-GetorO 57 ksi 96 ksi No.58705- _••EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. Elco UltraConO 155 ksi 177 ksi
3/16"DeWait UltraCon+® 117 ksi 164 ksi �
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HIXHEAD OR FLATHEAD. 1W Dewalt UltraCon+6 148 ksi 164 ksi ��Q 'E OF 0 ��/`
18 ksi •'•,!"(ORIDN,.•'•
4)WOOD B 6063-T5 Aluminum 22 ksi
BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. A36 Steel 36 ksi 58 ksi iss ••••• G���
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 ksI 45 ksi .!;11 11111 11E 11,1
AGGREGATOR MASONRY ANCHORS.
A.LYNN MILLER,P.E.
FL P.E.#59705
DETAIL E:
—a 1zs MULLION TO MULLION N
DETAIL C: ~ INTERSECTION NOTES_:
MULLION DIRECTLY ATTACHED TO (U-CLIP)
MASONRY STRUCTURE INTERSECTIONS.
BE INSTALLED IN'TEE"OR"CROSS"
(STANDARD CLIP SHOWN) vARIE¢ j
2)MAY BE INSTALLED HORIZONTALLY a
BucKSTR1P (SHOWN)OR VERTICALLY.
PROVIDE L
NOTCHE070 N
CLEARANCE i 9uCKSTRIF 3)SEE U-CLIP DRAWINGS,SHEETS21-23 B
FOR MULL I AND TOP VIEW FOR CORRESPONDING MULLION. Z -L d
CLIP. ATTACHMENT
j 8Y OTHERS, MULLION O W
I SEE NOTE 1, VARIES J LU
I SHEET 1.
812 STEEL SCREWS, 7 Z
I /SELF-DRILLING OR PRE-DRILL
``�/ MULLION AND USE SMS W O m Y
MULLION i /�� ? en 0
co
F- Z
S,
q
I7YP.ANCHOR c LU
RECOMMENOEDFORTHEOFF PIS Z U
EITHER THE I PER SUBSTRATE, \� m 0)
STANDARDOR 1 I I ISEE TABLES IB-178 FIN-FRAMED $
OFFSET MULL I -° I f I WINDOWS,BUT MAY ANTERSECTION
CUP MAY BE a I P °I I U-0LIP -J U)o I EDGE DISTANCE ALSO BE USED FOR
INSTALLED BY <.I ° J
THIS METHOD. q' FOR ANCHORS MASONRY OTHER FRAME TYPES. EXTERIOR F- Zull N
Q O ¢ N N
o eG .I Z O (O
< L ° <q A. SEE SHEETS 21.23 FOR y F-• O 90 -
° ` a I - HOLE LOCATIONS g m o
4<" ` ° ' FRONT VIEW EDGE W -1
EXTERIOR q , 1 .�, ° DISTANCE < �
rn
EDGE DISTANCE ° q a SEETABLES F (�
FOR MASONRY < q 18-138 V Z Q
ANCHORS q d Z
(n O)
m
.a SIDE VIEW
q m
DETAIL D: PRODUCT REVISED
TYP.ANCHOR MULLION ATTACHED TO as oompl ing with the Florida
TYP.ANCHOR PER SUBSTRATE, STEEL STUD Bulldia0 Code
PER to
SUBSTRATE, SEE TABLES 1B•13B (STANDARD CLIP SHOWN) NOA-No. 20-0406.03
SEE TABLES 19-13B
STRUCTURE Expiration Date 05/2612026
EAT-TACHMENT
----- - TYP.ANCHOR BY
_ _ -_-- Y PER SUBSTRATE, ® MIaIn-D PPro Yet a
< — BE
TABLE 10 138
__ _S 3 0. "� SEE'SHEETS
I ••+ '' EDGE 21,23 FOR
• i' - DISTANCE HOLE
MIN 2.7 KSI CONCRETE OR CMU -
SEE TABLES LOCATIONS
MIN 2.7 KSI CONCRETE OR CMU 1B-1313 \�
FRONT VIEW SIDE VIEW MULLION
INSTALLATION NOTES: \Y1 i 11 11 11 f l�t
_EDGE _ �� 0�,.._•�...._�J7 ���—_—-
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _DISTANCE
SEE TABLES FOR STEEL STUDS THINNER THAN ` .• F' ••,c���
FRONT VIEW ___ 1B GA AND COMPLIANT WITH THE FL BUILDING 18138 p
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION CODE,A2X WOOD BACKER MUST USED. NO.SS7O5
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 WOO ANCHOR SPECS
EXTERIOR = -
FOLLOWING SHEETS.FOR DETAILS A+D,EITHER THE STANDARD OR OFFSET CUP MAY BE USED. SIDE VIEW O NOTES: -
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. �;t\' a E OF ; (V`
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD % (pRIOP•.•'N�-
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ANCHOR VALUES MAY BE USED. i��SS� '•••••• ' �G\��
2)SEE CORRESPONDING MULLION TABLES, 1 I INAL
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-0ADE COUNTY APPROVED SHEETS 5.20 FOR QUANTITY OF SCREWS. A LYNN MILLER,P.E.
ELCO ULTRACON,DEWALT ULTRACONt OR DEWALTIELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. , FL P.E.#LER
DETAIL F: DETAIL G: DETAIL H: ^
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION O
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
SEE DETAILS A-D, sx
SHEETS 2 AND 3 FOR INSTALLATION BA M LL
TO SPECIFIC SUBSTRATES. BAY MULLIII
}}gg!fV
MULLION III I ffia t� W
O 0 Z W
O
O O O O O O O O J CO
O O TOP VIEW
ao �
I W U C3
si1DmlIwTH�lxa�x.l2s^ 1 TOP VIEW I i j to m w
MULLION I I I F-' Z z
O Z
TYP.ANCHOR
EXTERIOR I 1 PER SUBSTRATE. ?g U
SEETABLESI5BOR1B0 Z
CHOR
a 10
STANDARD MULLION CUP I I ER SUBSTRATE, II i EXTERIOR J fW Z
MODIFIED TO FITRELD SEE TABLES 1&14B I @ I 1 J-7 ¢ Z C3
V^
CONDITIONS. '- jzj
i ' I 2'X 5'ANGLE CUP, ~ Z Q Q1 CD
j I I I I 2 PER MULLION END,MUST BE Q O z N £I
I I 1 I I INSTALLED INSIDE OF BAY MULL F.. F, CO CD
MULLION I i I I 1 O O7 g y o
w
II I O a ♦_ Y Y
U �
ij I I ANGLE CUP,
2 PER MULLION END, U ? ¢ 0 0
' I I MUST BE INSTALLED d Z y�
i I C5 1 INSIDE OF MULL €
�TYP,ANCHOR b PRODUCT REVISED
PER SUBSTRATE. as complying With the Florida
Bu11dl%Code
SEE TABLES 18.136 NDA-No. 20-0406.03
INTO WOOD,
STEEL ALUM Expiration cafe 0 512 612 02 6
INTO WOOD.STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED IN-FIELD. By
EXTERIOR Y�- ®`l MIamL-1'19d0 Product LAatfol
m I INTO WOOD,STEEL,
® 1 ALUM,CMU OR MASONRY EDGE r H
DISTANCE J
PER
ANCHOR ILtll 111 llf
--EDGE
_-- DISTANCE
PER ANCHOR O NOTES FOR INSTALLATION OPTION G 8 H: 1��'��O'�1GENgF'^••!C��;,
NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CUPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. No.58705 -'
7)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11"X.125"MULLION. 2)DETAIL G:SEE TABLES 1 B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE _ 7
LOCATIONS. -'O 4ZID
.7
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR-HOLE LOCATIONS, �� 5 F
3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE !(,
TAfE F
LOCATIONS. (�• '40MDP.••'•
3)THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION lSS+�O'•••••
!,,/I//VALILLtt
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 1A
Mullion Capacity Table IbslR2 ANCHOR CAPACITY
Opening Width(forvartcaly-spannirg mulgons)crOponing Hoot(for hoflzontally-sparning mullions) ADJUSTMENT FORMULA:
50 in 80 in 70 In So in so in 100 9r 1201n 140 in 160 m X v
(Dp,)X(ANCHOR CAP.,,o,,,,�Rec.War Taprrdang. Rectmguim Wal Mang. RmtmgWar IMPrillang. Rectmggw TmpMt&V. Rectargrdm• Trapfrrimlg. RmtangWm TrapRdang. Rectmpder TmWderg, Rectangular TrapRdang. Rectangular TraprVeng. \MUWON CAP.,,,,,,,, L
t x2x.J. Loading Loading Loading Loadbg Loading Landing Loadrr9 Lowing Lowing L-&V Loodin9 Loading Loading Loeding Loadina Loading Loafing Loading o2 w
Alum.Tube r s .-. E 3 " 3' £. F .;' z., .' �s 'za.. = E' ;" r a ' =ANCHOR CAP.
Human A 9 a �_ � € >Q g' � $ � a3 as 1
a as a a� ea a � a as a a� a a� aTHIS s � I r m `� �$ a� �� THE INCHOR CAA CITY IN T� o wa
�@ �aa"z a �� � � 1' 1St c $ �z 2 a� fie. d� d�¢� d� . d� �. THE"ANCHOR CAPACITY
I'la REQUIRED"CORRESPONDING Z TO AN ACTUAL PRESSURE 0
42 in 111.9 408 128.5 332 912 908 115.5 725 79.9 408 107,8 321 69.9 108 104A 319 B21 408 101.0 319 55.9 408 104.0 719 48.8 408 104.01319 39.8 408 104.0 319 J5.0 408 10/.0 318 J
REQUIREMENT FOR THE J =
48 in 74.9 312 83.6 256 62.4 312 73.4 252 53.5 312 67.0 248 46.0 312 W2 246 41.6 312 61.3 2" 37.5 312 61.0 244 312 312 61.0 244 26A 312 61.0 244 23.4 312 61.0 244 OPENING,WHEN IT IS LOWER 7
THAN THE MULLION CAPACITY � U
50,625In W.9 281 70.6 234 13.2 281 61.5 228 45.6 281 55.7 224 39,9 281 b2.1 222 35.5 281 50.1 220 31.9 287 49.7 219 28.6 287 49.3 219 228 281 49.3 219 2a0 281 48.3 219 o z
(FROM THE TABLE)OF THE W o Q
m 5161 52.6 247 57.5 207 43.9 247 49.8 202 37.8 24T 44.8 199 32.9 247 41.5 196 282 ?47 39.4 196 28.3 247 38A 193 218 247 38.1 i93 18.8 2{7 38.1 197 1&4 247 3&1 193 SELECTED MULLION,ff WILL
a BO hI 38.4 200 41.2 170 320 200 35.4 168 27.4 Z00 31.533 - iW 24.0' 200 2&B ifi0 21.] 200 27.1 159 19.2 200 26.9 f57 i6.0 200 25,0 158 YIELD MINIMUM ANCHOR
Wln 33.1 181 35.3 155 27.6 181 30.3 152 23.7 101 2&9 149 20.7 181 24.5 Me 18.4 181 22.8 144 16.0 181 21.7 143
CAPACITY WHICH MAY BE Z
5 USED TO QUALIFY ADDITIONAL 0 U 8 W
s 66 in 28.8 165 30.6 192 24.0 165 26.1 139 2a6 165 23.1 136 18.0 165 21.0 134 ANCHOR OPTIONS FROM THE ?
72 in 22.2 139 23.3 120 18.5 iJ9 19.9 lie 15,9 139 17.5 116 ANCHOR CAPACITY TABLE,
78In 18.9 125 19.7 108 15.7 125 16.8 107 J
Q J CD
ieln 17.5 118 18.2 t04 Z J �• N
Q Sc Z
N N
TABLE 1B N
Substrate: 27k Compote 31,Concrete 3,6k Cono, 11011-CMU FW d CMU Pr I Metal W _
Anchor Anchor Type: 31W Eko 1/4"Eloo 3/16'OeWaft 114'DeW.' 5116'VC. 3116•Eloo 114'S.. 3/16'0m.1t 114"DeWal 1/4'SS Elco WISE co W 6S E1co mo Sled 612 Sleel 412 Sleet X N
X Y
Capacity Woman Uil24bn Ult-e Lltra- Llirdcon un con tlltracon ut- Uft-- AggmGator W2con lM.Wor S-(GS)ScreF(G5) So-(GS7 F
(Ibs) Edge Dlslame ft 1• 2-itr t' 2t/r 1' 2-trr 1' 2.12' 3.7/8' 1' 2-1/r t' 2-11r 1' 2.11r 1' 2-tir 2' 3-1/8• r o.46- 0.54' 0.324• U x ¢ 0 0
EmbedmeN{In. 1.3/4° I-W 1314' 1-314' 1-3r4' 1374' 1-mv 1.3r4- 2 t.1/4- 1-1/4- 1-1r4• t-1r4' 1414' 1-1/4' 1414- 1.11C t-i/4• 1-7r4- r 13/8' 1-Y8" wdea L Z b:N CO
2 And-Q 4.75"Min.O.C.r Standard or Offset Clip(Fig.I} 3901bs 39011as 460lbs HeIbs 310lbs 6Wlbs 22D Ina $701ba 16441bs 270 lbs 280 IW 3541bs 7401bs 2301be 3701bs 3201bs 580 Im 374 Iba 6641bs 946Ibs 3411bs 442lbs 560 ft m0
4 Anchors Q 1.15-Min O.C.r Standard(or Orsep Gip(Mg.2). 4801bs 700 @e N/A WA 3201bs 12601bs 3701hs WA WA WA 38016s WA WA N/A 740lbs WA WA WA WA WA 8821bs 8g51bs 111011,
4 Ambom C 7 Min.O.C.1(2)2r5 Ar4e Clips r(Fig.3): 780lbs 780(bs 6301bs 15M lbs 62011s 125D lbs 440I21 17401ba 18W 1ba 5401bs 560Ibs WA 7601bs 4601bs 740 0a 640 fbs 11601be 748 lbs ea)lbs /8921bs 6821Ds 885 Wa 1120 Iba
2Archors(g0.4S Mlrt O.C./UL71p,IMo.12s Alum(Fig.4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA NA WA WA WA 715lba PRODUCT REVISED
1 Anchor!F-alp(Fig.5): 19510e 195 Ibs 225 IIa 445lbs 155lbs 315Ibs 1101bs 435 lba 8221bs 13516s 1401hs 1771bs 3T0Ibs 115 Ibs 185 ihs 1601bs 290 Ibs 1871hs 3321bs 4731bs 1701bs =I Ibs 28D bs a9 CODU;C..1• E the Florida
2Anoh-A 1.16'Mi.O.G/F.Mp(Fig.Sr.,240lbs 350 lbv N/A WA 1601ba 6301hs IDS Ibs WA WA WA 190@a WA WA NA 370lba N/A WA WA WA WA 3411bs 4421bs S601bs Bu{id{ngJ GOtyO
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CUP. NOA-No. 20-0406.03
Expiration Date 05/26/2026
By
Mlam-Da o Pro uet ontro
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. -1f•-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.009' 1(I I 1 t 1
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. LY
4)SUBSTRATES:
- ------- ------ --- ---
ANGLE CLIP MUST BE USED IN PAIRS, CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED- -- -- ------ t
-- -- .125" \��..:..:,
L�,C '•�1����
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r 1 Qa•'• ENSF
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" 1
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2"X.125•MULLION No.58705
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18.6 S.S.OR 410 S.S. -0 ;• �. *-
AT OF !V
AL F���`•
A.LVM MILLER,P.E.
FL P.E.#58705
TABLE 2A
Mullion Capacity Table IDsatt
-OpeningWidth for vertical s arre mta)ons or0 Opening Height for honzonta ANCHOR CAPACITY
( M-P n9 ) P g 19 ( ny-sparrling mlr>tiorts) ADJUSTMENT FORMULA: � � F
50 in 60 in 70 in I 80 in 901n 100 in .1211 M 140 in 1601n z
ANCHOR CAP.,m,,,,,
Reelargular Trzprmang. ReetangWar TrapRdar47, Roctangular TrayTnaAg. ROW War TrapTnang Reotanglilar Trap/fdeng. RaotalDWar TrepRdang ReelalpWa Traplydalg. RectangWa Trap/htang. Rectangular lYap/idang. (D:e)X( ) C rn
1x2X.376 1.oatli0g Loadhg Loafing Loading Loading Load�g Loading Loading loasfing LaaNlq LbadVr9 Loadhg Loading IoadDg LoadIn9 Loafing Loading toadrg MULUONCAP.,,a,,,,, oY w
Alum.Tube r {• r r as^ .r�^ r g• 1= r .• r A_ r g• r r r £ r P a r f i 3 -ANCHOR CAP._Mullion
�
Ln
§ '&�• § $$ § � § yp § Is& §�• )7 €� $ S� 8� � §� S� 5� §� §� §� y § § S •§ USE THIS FORMULA TO OBTAIN Is 0 F-
@ THE"ANCHOR CAPACITY rAcn�
REQUIRED"CORRESPONDING 2
42 in 170.0 620 170.0 435 151.3 662 170o 478 129.7 861 170.0 506 713.E 692 16RS sib 1009 SM 168.9 517 We 682 168.9 517 717 6W IM9 517 64.9 662 168.9 517 56.7 682 168.9 SIT TO AN ACTUAL PRESSURE It
48 in 121.6 507 136.0 419 101.4 507 119.2 410 6fle 507 108.7 403 790 507 1026 359 6T.6 50T 99.5 397 60.8 507 gee 396 50.7 507 9B0 398 43.4 607 99.0 396 38.0 $07 99.0 396 REQUIREMENT FOR THE J =
OPENING,WHEN IT IS LOWER n
50.625 in 103.7 456 114.6 379 864 456 99.9 371 74.1 455 90.5 364 64.8 456 84.6 360 57.6 4% E37.1
357 61.8 458 80.0 356 43.2 455 80.0 356 37.0 456 80.0 356 32.4 456 80.0 356 THANTHEMULLION CAPACITY Z
54 in 85.4 400 6.3 336 71.2 400 60.9 328 81.0 40D 727 322 53.4 400 67.3 31a 47.5 400 315 427 400 623 314 35.6 400 81.8 313 30.5 400 61.8 313 26.7 400 61.8 313 (FROM THE TABLE)OF THE LU o Q
SELECTED MUUJON.IT WILL IYt r+�i
60N 62.3 324 66.8 276, 51.9 324 57.5 270 44.5 324 51.2 264 338 324 4fl9 250 3d.6 324 257 31.1 924 42.0 255 2fl0 324 40.5 253 222 324 40.5 253 19.5 324 d0.6 253 O
YIELD A MINIMUM ANCHOR W
c 631n 53,8 294 57.4 252 44.8 294 49.2 246 3fl4 294 43.6 241 33.6 2D4 398 237 29.9 294 234 26.9 284 35.2 232 224 294 33.6 230 19.2 294 33.4 230 16.6 294 33.4 230 CAPACITY WHICH MAY BE g Z
661n 413.8 260 49.6 ZM 39.0 268 42.4 225 33A 250 37.5 221 29,2 268 34.1 218 26.0 266 215 234 258 29.8 212 19.5 265 20,0 210 16.7 268 27.7 209 14.8 260 27.7 209 USED TO QUAUFYADDITIONAL Z y) m W
a ANCHOR OPTIONS FROM THE
721n 3S0 225 37.9 196 30.0 US 32.2 191 25.7 225 28A 198 225 226 26B 185 20.0 225 23.6 182 lao 225 221 180 160 225 20.3 177 128 225 19.6 176 11.3 225 19.6 176 V m `90
ANCHOR CAPACITYTABLF_ W 0
78 in 30.6 202 32.0 177 25.5 202 27.2 tIT321.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 t65 15.3 2D2 18.4 163 128 202 16.7 160 10.9 202 15.9 158 9.8 202 16.8 158 J �¢
78 in 263 192 29.6 168 23.6 192 2M1 t92 ?Z.0 162 17.7 192 19.7 159 15.7 IM 18.1 75T 14.2 182 168 155 17.8 182 152 152 t01 192 14.4 150 39 192 142 150 Q J N90 in 135 144 19.0 128 154 144 16.1 ~ J T Q N N
98 in 15.2 121 15.6 113 Q g Z W (O
r~n n 3 d CD
TA LE 2B UJ X
Sldlstrate: 27k Concrete 31c Concrete 39(Cone. HWow CMU Filled CMU PTWood Metal N fq N
Anchor &W Eko IWEICo 311E DeWaI t/a•Devan 5176"Elco 3/16'Eko 1/4'Eico 311E OeWalt 1/-T Mwat V4"SS6ko 5116'Eico 114'SSEICo #IDSted M2 Steel #12 Sled ~ X
AncnaType: U Q
Capacity UltrdcOn URrxon UR2cm+ l8tracdrl+ UBrsm Uttraton UliracOn Nlraan+ Uitrxon+ Aggre(�for URia:a1 AggreGata Sam"
S-(G5) 8-(GS) ¢._� Z 0 0
(lbs) EO]e Oistarcepn): 1" 2-07F 1- 2-112 1- 24tr 1• 2-112 3-1/E 1" 2-12' 1" 24,7 1' 2-Ir' 1° 2-10 2' 3•1fr T DAB" 0.54" 0.324- m0 ,Q
EmOeanalt(inJ; i3•4" 1314' 1.V4' 1-Y4' t314" 1314" 13/4" 13'4" Y 1.19, 14M 1-Ife 1-1tC 1-114" 1414' 1-114- 1-114" 14W 1-V4" 21 13/8' 13/8' mp'
2AI[fgrs®4.75'M01.O.C.l StanOardaO69 Cop(Fig.i): �0104 390105 4S11M B90Ida OtO IOs 6301Ds 2201Ds 8701tm 164Q Ids VOIDS280105 3541bs 7407Ds 230lbs 370IDS 3201bs 5801DS 3741bs 654 IDS 9461DS 341 IDS 4421DS 5W IDS in ,5b��'
4AnNlias@1.tEMIn OC./Standard(a Or6d)Clip(Fig 2): 480 IDS 7001DS NIA WA 320 Ms 12601DS 370 ib� NIA N/A N/A 3801DS NIA WA NIA 740 MS N/A WA NIA NIA WA 6821D5 am ids 112DIts PRODUCT REVISED
4 Arxbom@3"Min.0D.1(2)2x5 Angle O IDS/(F43): 78010s 7801DS 66010s ISM IDS 620 IDS 1260 Ms 4401DS 17401DS 16961Ds 5401DS 560 IDS N/A 76D IDS 4WIs 74016s 640115 116D IDS 74810s Sao IDS 1B921is 6821D5 885 ibs 1120IDS as Complying REVIith SED
Florida
2Ancnlxs Qo 0.4.5'MIA O.C.111Cilp,Inlo.12EAlun.(Fig.4): WA WA N/A WA NA WA WA NIA N/A NIA WA NIA NIA NIA WA N/A WA NIA NIA N1A /UA NIA 7151bs BUllding Coda
1AKn0f/FC6p(Flg.S): 795ID5 195 ib9 2251D5 4451Ds 156IDS 3151bs 1701ns 4351ta B228a 1351W 1401D5 17711s 3701Ds 1151b5 185105 1601DS 29010s 1871D5 M21DS 4731DS 7701D5 2211D5 2800s NDA-No. 20-0406.03
2 Anchors@ 1AYMln O.C/FC9p(Fig.6): 240W 350105 NIA NIA 1601b5 630IDs 1851bs WA NIA N/A 190 ex N/A WA N/A 3701D5 N/A WA N/A NIA NIA 341 IDS
d42105 5lD IDS
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. Expiration Date 05/26/2026
By
Miami-Dade Product Control
FIGURE 1: FIGURE2 -- --- -- --
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. --{ 1.000" )-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
--- --- z.00a'
- HOLESTO�BE DRILLED FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN-ON SHEETS 21-23._ L' IV
I `�'t•, L1 C� i
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. T375" _7'r: No..587o SB705 ,
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED I _ _
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" _
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1"X 2"X.375"MULUON
LFJ15T.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND
THE MATERIAL#10$#12 ANCHORS INTO WOOD MAY BE STEEL,16-8 S.S.OR 410 S.S. 0fi'•, SAT OF CV
'ONAt-1EN
A,LYNN MILLER,P.E.
FL P.E.#58705
TABLE 3A
k
Mullion CapaW Table baft)
ANCHOR CAPACITYo
• Open Wi ing dth(tw9ra veliy-sparW mullions)or Opening Height(for horizontally-Warring mullions) ADJUSTMENT FORMULA: F
60 in so in 701n 80In 90 in Ica In 120 in 1401n 1601. ANCHOR CAP.,,,,,,,,r
1 x 27S X Reotangutar ltap7711ang. Rectangular Tmprllieng. Rectan�lar Tro{YTda1g. Rectangul r TrapRdar,g. Rectangulx Trap/T4ang. Ractarlgliar lhaprtdeng. Rectangular TrepRdang. Rectarlgdar Troptrdan9 Re4tan9111ar DaplTdang. (DP_)X( ) y
.376 Alum. Lowing Loamn9 Loadng L-',m tAad✓n9 Loadng Loadrig foadng Loading L."-9 Loadng L4adng Loadhg loadng L4adng Loadng Lcedng Lowing MULLION CAP.,ro,,,,.
Tube .. . Q =ANCHORCP.,,a x
8 E LO
USE THIS FORMULA TO OBTAIN .5 o LLI
4 � .X .52 rq leg �c � S£ �' §'" y e� 5� g _8£ � S� >� �g� tt e� THE"ANCHOR CAPACITY "I� a-
� g x d rc A€ a a a` REOUIREW CORRESPONDING Z F
42 in 170.0 620 170.0 435 170.0 744 IM0 478 170.0 668 170.0 506 170.0 992 170.0 519 170.0 1116 170.o 521 170.0 1240 170.0 521 148.7 1301 170.0 szt iv.s 1301. 170.0 621 111.5 1301 170.0 S21 TO AN ACTUAL PRESSURE 0 Of
4a In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 t70.0 630 170.0 1133 170.0 661 161.8 1139 17&0 6T7 136.6 1139 170.0 680 1119 1139 170.0 680 97.6 1139 170.0 6W 85.4 1139 170.0 680 REQUIREMENT FORT HE
OPENING,WHEN IT IS LOWER Z) _
50-MIn 170.0 747 170.0 W3 170.0 896 170.0 631 167.8 1032 170,0 684 146.8 lM2 170.0 723 130.5 1032 170.0 747 117A 1032 1750 7W 97.9 1032 170.0 756 83.9 1032 170.0 768 73.4 1032 170.0 756 THAN THE MULLION CAPACITY m U
(FROM THE TABLE)OF THE U.1 o Q S41n 170.0 797 170.0 612 161.3 907 170.0 691 1382 907 164.7 730 120.9 907 152.5 720 107.E 907 145.0 714 96,8 907 141.1 710 60.6 807 14o.0 709 69.1 907 U0,0 709 60.5 907 140.0 709 m O
SELECTED MULLION.IT WILL S
60In 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 116.0 W9 882 736 106.2 590 78.4 735 90.6 583 70.6 735 911 578 568 735 SIX 574 50.4 735 91.8 574 44.1 735 01.8 574 YIELD A MINIMUM ANCHOR I-
631n 121.9 666 130.0 570 101.6 6W 111.6 557 B7.0 666 9BA 547- 78.2 WS 80.1 638 67.7 5M 83.9 531 60.9 6W 79,5 520 50.8 068 75.6 521 43.5 60 75.6 521 38.1 668 75.8 521 CAPACITY WHICH MAY BE g N Z
USED TO QUALIFY ADDITIONAL U io O
66 in 106.0 807 112.4 522 86-3 60T 98.1 511 75.7 607 65.0 501 68.2 607 77.1 4B3 58.9 607 71.5 486 53.0 607 67.6 481 442 607 614 476 37.9 607 627 474 a3.1 BW 62T 474 LU m W
c ANCHOR OPTIONS FROM THE z
j J2in 01.6 570 85.8 443 Gil) 510 73.0 434 58.3 10 64.3 426 51,0 510 57.9 419 45.4 510 53.3 M3 40.6 510 60,1) 408 34.0 510 45.9 402 292 510 44.4 399 25.5 510 44.3 399 ANCHOR CAPACITY TABLE, � (D� � np
7601 0.4 458 72.5 400 57.8 458 61.7 392 49.6 458 64.1 3t15 43.4 458 48.6 378 38.6 458 44.6 373 34.7 458 41.6 3W 28.9 458 37.7 362 24.8 458 3&0 359 21.7 45B 35.7 358 J �¢
781n 64,2 435 67A 381 1 53.5 435 56.11 373 45.9 435 49.8 386 40.1 435 44.7 260 35.7 435 40.9 355 321 435 Mi 351 26.8 435 34.4 344 22.9 435 32.6 341 20.1 435 32.2 340 F 2 1- N
90 in 41.8 327 43.1 290 34.8 327 36.4 285 29,9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 269 17.4 327 21-0 252 14.9 327 19.] 258 ¢ r Z ([;
96 in 34.4 2B7 ]5.4 r2572...._ 287 29.9 252 C24.6287 26.0 248 21.5 287 27.1 ZA6 19.1 287 20.9 Z40 1T.2 287 19.3 237 14A 287 16.9 232 h � O C)
1081n 242 227 24.7 2.08201 180 198 151 7 160 195 U)lilt. 223 215 22.7 215 19.1 191 I6.6 188 w r
12o(n 17.8 164 17.9 �- N U)
Q X a 0 0
0.
BLE 3B g'
Subsbate: Wk Cororute Jk Corcrele 3.5k Coro. He-CMU FiUd CMU PT Wood Metal
Anchor 3115 E1ca 1/4'Elco 3116•NWNt 114'DeWaO 5116"FJco 3116•Elco 114'El.. 3/18'-n 114"OeWalt 1/4'SS 19eo 511E Sco 114•SS Elco 810 SIe f 512 Sleel 912 Sleel
Capacity Mohor type' ultrabon lAnacen UBracon+ 1.14=l+ Ulm= Uitm.w Ultracon Ultracon. NBY44aM AggreGator Lftwan Agg2G.W Scraw(G5)S-(G6) &-(115) m o
PRODUCT REVISED
(Ws) Edge Oistalce 6nk 1' 2-0fY t• 2-11r 1' 2-V2 1' 2-12' 3-18' 1' 2.1/x 1• 24lY 1• 2-11r 1' z-1/r r 3-118• r o.aB• 0.54• 0.324• as comptyin9 with the Florldu
Embed=d ft 13W I V4• 1414• 1,V4' 1-314• 1314• 1-314' 1.3/4" r 1-1/4• 1.114• 1-1/4' 1-1/4' 1.114• 1.114" 1.1/4' 1-1/4' 1-114• 1.114• x 1-w 1'/8• lade' Baliding Cede
2 A-¢t Q4.75•Min O.Q l SumdMnior OosN Cap(Fig.1j 390Ita 390 lbs 4501b' 890ft 31019 63 m 220Ibs 870 Ibs 1644lbs 2700. 2801bs 3540s 7401bs 23010' 370 IM 320 fbs SBOIDs 3741bs se4leg 9461bs 3410s 4421b5 560 ibs NOA-No. 20.0406.03
4 Anchors@1.75'Min.O.Q/StarMartl(ar Offset)Clip(Fig.2): 4B0Ihs 70016s WA WA 320lbc 1260 Ws 370 Ibs WA WA WA 3801bs WA WA WA 740Ihs WA WA WA WA WA 68261s 8851bs 1120I5s .� iration Date 05/2612026
4 Anchors @ T Min.0.0.1(2)2.s5 Angle Clips!(Fig.3): 7801bs 7801to SM Ibs 1560 IW 620Its 12601bs 4401bc 1740 On 18961hs 540 tbs 560Ibs WA 7601bs 460 ibs 7401bs 6401bs 1160IW 748 Ma 880 ms 1m ft 682IN MS 1bs 1120 Ns p
2 Anchor.®0.45'Min.O.C-I UOnp,Irao.125'Alum.(Fig.4). WA WA WA WA WA WA NIA NIA NIA WA WA WA WA NIA WA N/A WA WA WA NIA WA WA 7151bs By
1 Anctwr/F-C_2Flg.5): 1951bs 195Ibs 225 lbs 4451us 1651bs 31516s 1101bs 4351b' 82216s S351bs i40ibs 177 lbs 3701bS 1151bs 1851bs 1B0 Ms 2901bs 1871bS 3321bs 4731bs 1701bs 221 Ibc 2801h; Mlanl-Dada Product Control
2 Arch-@ 1,15•MI,O,C.!F•CGp(Fig,6): 2401bs 3501bs N/A WA 1601bs 630 Ib' 185lbs WA WA WA 190165 WA WA WA 370Ibs NIA NIA I WA WA NIA 341 Ibs 4421b' S6016s
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -- _ -- - -- - - ----- - -
(71)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE2: TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 14 FOR GENERAL INSTALLATION METHODS. 11(I t I i i 1 I r7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: `��'�N.•''��[;ENgr.'�/�� .
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750"
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _ .;• NO.58705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. =
ANGLE CUP MUST BE USED IN PAIRS.
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 -375 OT'.• S Ai E O•'(LQj
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF A23'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04V THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT 1
( ) "X 2.75'X.375'MULUON
TEND AT LEAST 3 1 THE MAT RIAL!#10 ANCHORS INTO WOOD MAY BE STEEt,AND A36.ALL ANCHORS INTO METAL SHALLE1M S.S.OR 4410 S.S.CREW THREADS BEYOND �77S��NAL 1
A.LYNN iWiLLER,P.E.
FL REA 58705
TABLE 4A
Mullion Capaility Table s/Itz
• Opening Width(for verticaRpspanning millions)or Opening Haight(forhorizor 1Vspar9irgm ADJUSTSTMEENTNT FORMULA, F
50In 60in TO In s0 in g0 in 100,in 120 in 140 in 160 in �.
ANCHOR CAP.,v,�, �
Rec18r1gular Tra"ang. Rectonggar TmpRriang. Rectangular T p(T)len& Rectangider Trspf ft g. [84.4
onw," Trwmang, R Rhin uiar Tmpfid8n9. Recialgetar T,*Tdag. Pe0-0ar Tmpfrriarg. RecbingdY TraiiMen9- (DP c)X� m rn
1 x 276 x Leading Loading Loading Loading Lowing Loading Loading Loadingding Loading tw&ii tw'rdng Loading U deg Loafing Loading Loading Loadtl9 MULLION CAP.,.,,,„,
.650 Alum. �
Tube ' z' z . a p• a a 2> p a• p a a x a a zr r z^ a p a x r a z• -ANCHOR CAP._
Nufflain
u u 3 8 u �i u o u a u u v u u a u ci mUSE THIS FORMULA TO OBTAIN0 W¢ � g a.
THE"ANCHOR CAPACITY (p 00 39 0m � ' d REQUIRED"CORRESPONDING O� ' sc z s � �c d`� � rc � g ¢ drrc � rc ¢ �c ¢ � rc g � � a¢ s a¢ TO AN ACTUAL PRESSURE It
42 In 170.0 820 170.0 435 170.0 7" 170.0 478 170.0 853 170.0 See 170.0 992 170.0 519 the170.o521 170.0 1240 17MO 521 170.0 1488 170,0 521 158,7 1620 170.0 521 138.8 1620 170.0 521 JO
REQUIREMENT FOR THE48 in 170.0 708 170.0 524 170.0 850 170.0 564 170.0 892 170.0 MO 170.0 1133 170.0 W1 1275 170.0 BR 170.0 1417 170.0 680 141J 1417 170.0 6W 121.5 1417 170.0 6fW 106.3 1417 170.0 680 OPENING,WHEN IT IS LOWER :THAN THE MULLION CAPACITY g Z
50.625(n 170.0 747 /70.0 SW 17D.0 890 170.0 Wt 170,0 1048 1T0.0 884 170.0 1195 170.0 723 1288 170.0 747 146.3 1286 170.0 758 121.9 12W 770.0 758 104.5 i2W 170.0 7W 9tA 12W 170.0 756 (FROM THE TABLE)OF THE W O Q54 in 170.0 797 170.0 612 170.0 9% 170.0 691 170.0 1116 170.0 764 150.7 1130 170.0 8W 1130 170.0 W7 120.0 1130 170.0 858 100.5 1130 170.0 861 86.1 1130 170.0 861 75.3 1130 170.0 861 SELECTED MULLION.ff WILL 7060 In 17aC 885 170.0 701 146.5 915 162.3 761 125.5 916 144.5 746 109.9 915 132.3 735 915 123.9 726 ST.9 915 118.5 720 732 915 114A 715 S2,8 915 114.4 715 54.9 915 114A 115 YIELD A MINIMUM ANCHOROCAPACITY WHICH MAY BE fq Z
63In 151.8 830 161.9 710 128.5 SM 138.9' 694 108.5 830 123.2 681 94.9 WO 112.2 670 a30 104.6 662 75.9 530 99.4 656 63.3 830 94,5 649 542 830 94.1 840 47A 830 94.1 049 USED TO QUALIFY ADDITIONAL = C7W In 1321 757 14MO 650 IWO 757 ile,$ 636 94.3 757 105.9 024 82.5 757 96.1 614 . 757 89.1 We 66.0 757 842 600 55.0 757 70.0 593 47.2 757 782 691 41.3 757 782 601 ANCHOR OPTIONS FROM THE Z a.m m §I
72 in 101.7 6W 105.0 552 84.8 636 91.0 540 727 636 80.1 530 63.6 636 722 521 56.5 636 68,5 514 50.9 6W 62.3 508 424 836 572 500 36.3 Me 55.3 497 M.8 6M 55.2 497 ANCHOR CAPACffY TABLE. rG '�J >0
J J o ¢Q
78In 86.5 5T1 8D.4 498 721 571 78.8 4W 6. 571 67,4 479 $4.1 571 80.6 471 48,0 571 $5.5 484 43.2 571 $1.8 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446 Q O
g -To
, N
781n 80.0 $42 83.4 474 86.7 542 70.8 465 57.1 542 62.1 856 50.0 542 55.7 "11.4217
1,0 442 40.0 542 47.5 437 33.3 542 429 42B 28.6 542 d0.8 426 25.0 542 {0.1 423 ¢ O1
90 in 52.1 407 53.7 301 43.4 407 45.4 355 37.2 407 39.6 349 32.6 407 35.3 32.1 338 28.0 497 29.6 334 21.7 407 28.1 327 18.s 407 24.1 322 18.3 407 23.0 318 FZ¢•' to Z N N_
O.O
95In 429 358 "A 320 35.8 358 37.2 314 30.7 358 32.4 309 28.8 358 28.8 6,1 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 356 192 284 (n 8O�O
D X� o a
iW in 30.1 283 30.0 255 25.1 283 25.8 251 21.5 2W V-5 247 18.8 2W 19.9 16.0 240 15.1 283 16.5 237 (L
(Ifn
1111n 27.8 207 28.3 242 23.1 257 23.a 238 19.3 267 20.6 236 17.3 287 18.3 16.5 221 N Y
1201n 22.0 229 22.3 209 18.3 229 1 18.8 205 15.7 229 162 202 (.T X ¢ O O
a c Z (f2 rn
TABLE 4B �_ �O r0
a �
Srlbstrale: 27k Concrete 3k Concrete 3.Sk Cores, F6 8ow CMU Mad CMU PT Woof Metal o'
Anchor 3'16"Etta IW Elm 3116'DeWaa lw D.waS 5116'Elco Sits'Uw IM'El. X16'De Walt 1/4'D.Walt 1/4'SS FJw 5"V Eica 1/4'SS Efco S10 Steed 012 Sled e12 Sleel
Capacity Arcnar Tye. Unman Ultracon Unmcom Lntmcorw Litman U.Con Intmcon Ulimcont Unman. A�eGalor Uitmcon AggreGator Screw(G5)Sorew(G5) Sc"(G5) PRODUCT REVISED
(Ibs) Edge Di .M.9n). 1' 2-10 1' 2-1/2' _ t^ V_ 2-112` 1• 2-VT 34/6' 1' 2-1rz 1' 2 12' r 24/2' --i'_� z-ill T 3-1/8, T OtW 0.64- 0.3W as comp)yyinJ�with the Florida
Embdment(in): /4 n): 1.3144 12" 1�3/4" 1.314" 1-&4" I-T4' 1.V4' 1.3/4' z 1.R 1-tr4 d/" 1.114• 1-11r 1-1/4' 1.114" 1.114' 1-114" 1-1/4' 1-114" 2' i8" 1.318" wrier Building Cod41
2 Amhara @ 4.75'Min.O.C./Stamliud a OOset C6p(Fig.1} 3901b 390 ft 4601be 6901bs 3101b 6W MS 2201b 8701b 1044Ib 270 r. 2601b 3541bs 7401bs 230 lbs We lbs 32D 105 580 to$ 374 tbs 6641b 946lbs 341 Ib 4421b5 560 Ib NDA-No. 20-0406.03
4 Anchors@1.16-Min.O.C/Standard(or Offset)Clip Fa 24 480lbs 7001b WA WA 320 fbs 1260 fb 3701b WA WA WA 360 Ibe WA WA NIA 7401be NA WA WA WA WA 662105 6851 11201ta Expiration Date 05126/2026
4 Anchors @ 3"Min O.C./(2)2s5Angle Gips 1(Fig,3): 7801ts 7801bs 680 lbs 15M ibs '620Ib 1260 ib 4401b 17401b 78961b5 540 fts 560 Ib WA 701b 4601Ds 7401b 649 Ibe 11601ba 746 U 88011s 1892 6rs 6821bs 8 11201b
2 Amh.m 0 0.45"Min.O.G/UClip,into.12T Alum(Fig.4): WA WA NIA WA WA WA NIA WA NIA WA WA WA NIA WA WA WA N/A WA WA NIA WA A 716 no By
1 Analnr/F-alp(Fig.5): 1951bs 195 lbs 7251bs 4451b 155lbs 3151bs '1101ba 435 gn 8221bs 1351ba 140105 1771bs 3708s 1151bs 1851bs 1601bs 2901hs 7871b 332 ibs 4731bs 711 Iba 221n 28010a Mlam Da O r0 Yct Ontr01
2Anchors @ 1.75'Min.O.C./F-CUp(Fg,6): 2401Ds 350Ib WA WA 1601bs 630 @s 1851bs WA WA WA 1901bs WA WA NIA 370Ib WA WA WA WA WA 341 Its 4421bs 560 ras
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: FIGURE 2: TABLE NOTES:
--1 1.000" I-
Ile 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 AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
EXACT
HOLESLION AND TO BE DRILLED M THE FIELULLION CUP$ DOLLOWING DIMENS ONAL RESTR CTIONS SHOWN ON SHEETS 21-233 2 750" `�Cy'���• �1GBNS$ •����
• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. @:' ••.
No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650"
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -D [�-`"-i •'
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" l '•, 6JY/ Q
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT =O�•• AT.FF77 O !�
LEASTA25"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75"X.650'MUWON 'i�� ^CpF1gP,.•'•\C\�
THE MATERIAL.#10 #12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. i ASS10NAL
'., E��`
8r
A.&NN1N11ilbi,P.E.
FL P.E.#58705
TABLE 5A
Mullion Ca ao Tablo Ibse
Opening Ndth(for verticaBy-Sparlri g mUUons)or Opening HolyM(for holizords*Bpanil rifWions) ANCHOR CAPACITY
50In 80 In 70 in 801n Orin 1001n 1201. 1401n 180h
ADJUSTMENT FORMULA:
Rectangular Trepi'MMO Recffi11{p8fir Treprrdang. R%twgw. Trep/rdmg. Redagw Trap/rdang. Rdctenpdta Trep7Tdarg. Rectergl4ar TaplT4ang. Rectanguar TfeplMan9• Rectangular 7repRdang. Rectangular haplBien9.
Loading Loafing Loading Loedin9 L- Load Los ag pg oe g Loading Loading L dm Lcadg L..T.9 Loading Loading (DP a)X(MUWONCAP.,,a,,,"c� Fj2'y
1"x 3.126"x dn9 rg dug Loafing LoeC Load L
.500"Alum r r fF rc G
ig
Tubo Mull zg
" 'Td " "- -ANCHOR CAP._
U Uv U U U U'o U U< U U Uv U Ua U Ua V U Uv U Uv V Uv U (� V V U Ua U
ae _g _� & `� 0 Rg �. RR � `� t� USE THIS FORMULA TO OBTAIN � rn Ll
r s zi �� 2 ¢ �a �fz 2�, s� d` �� �� �rc �o go g@ d`rc sy d`c THE"ANCHOR CAPACITY Z
REQUIRED"CORRESPONDING O_ �
42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 BOB 170.0 OM 170.0 619 170.0 1110 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 176.0 S21 154.4 1602 170.0 521 TO AN ACTUAL PRESSURE -1 O
481n 170.0 708 170.0 524 t70.0 650 170.0 560 170.0 892 170.0 630 170.0 1133 170.0 Bill 170.0 1275 170.0 877 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 1577 170.0 880.118.2 1577 170.0 680 REQUIREMENT THE j U
OPENING,WHEN IT IS LOWER D="
50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 b84 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 119/ 170.0 756 147.7 1485 170.0 758 i21.5 i495 170. W
0 756 106.3 1l95 170.0 768 M Q
THAN THE MULLION CAPACITY o
54 in 170.0 797 170.0 012 170.0 VA 1170.0 691 170.0 tt 18 170.0 754 170.0 1275 170.0 603 166.1 1401 170.0 837 149.5 1401 t7o.0 858 124.6 1401 170.0 881 106.8 1401 170.0 861 93.4 1401 17a.0 891 (FROM THE TABLE)OF THE m m
60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 978 138.7 1158 167.0 928 123.3 1166 156.5 017 111.0 1156 149.7 910 02.5 1156 144.5 903 79.3 1166 144.5 903 69.4 1159 144,6 903 SELECTED MULLION.[TWILL
YIELD A MINIMUM ANCHOR Z
631n 170.0 930 170.0 745 159.8 1049 170.0 $50 137.0 1049 155.5 B80 119.8 1049 141.7 846 100.5 1049 132.0 836 95.9 1D49 t25.5 028 79.9 1049 119.3 820 88.5 1049 118.9 Big 59.9 1049 116.9 819 CAPACITY WHICH MAYBE
C 66 in 168.5 955 170.0 78B 139.0 SM 151.3 804 119.1 955 133.7 788 1042 955 121.4 775 92.8 955 1128 765 83.4 055 106.4 757 69.5 055 99.8 740 59.6 055 98.7 748 571 D55 98.7 748 USED TO QUALIFY ADDITIONAL Z LU m LU
ANCHOR OPTIONS FROM THE d. 20
J 721. 128.5 03 134,8 697 107.0 803 114.9 682 1 91.8 1 803 101.1 670 B0.3 803 1 912 659 71.4 803 83.9 649 64.2 8D3 78.6 642 53.5 803 722 632 45.9 803 69.6 628 40.1 803 69.7 627 ANCHOR CAPACITY TABLE. J J O 9
g 76 in 109.2 721 114.1 $29 91.0 721 07.0 616 78.0 721 85.1 W5 68.3 721 76.5 595 6M7 721 70A SW $4.6 721 65A 579 45.5 721 59.4 569 39.0 721 50.6 $64 34.1 721 56.1 SM Q J r
78 in 101.0 684 105.4 599 84.2 684 89.4 587 722 684 76.4 570 03.1 684 70.4 587 56.1 684 64.4 558 50.5 6" 59.9 551 42.1 684 54.1ff19.4
4 51.3 536 3tZ 6M 50,6 SU I-
= N
Z g Q N N
90N 65.8 514 67.9 456 S4.8 514 57.1 448 47.0 514 50.0 440 41.1 514 44.6 433L21.1
514 40.5 427 32.0 $14 37.3 421 27.4 514 33.014 3DA 406 20.6 514 29.0 403 Z
96 in 542 152 55.7 404 45.2 452 47.0 386 38.7 452 40.9 390 33.8 452 36.4 j384 452 J29 178 27.1 '152 30.3 373 22.6 452 26.62 24.2 358 18,9 452 22.8 155 CD �1081n 38.1 357 36.9 322 31.7 357 32.7 317 272 3S7 28.4 312 23.8 357 252 3S7 22.7 303 19.0 367 20.8 209 15.9 357 18.057 tat 287 11,9 357 15.0 283 W1 in 35.1 338 35.8 308 29.2 338 30.1 301 25.0 338 26.1 298 21.9 338 23.1 338 2D,8 288 1Z5 338 1&0 284 14.0 330 18.538 14.8 Z73 11.0 338 13.6 269 � co co clo
n .7289 ?6.228323.7 259 19.8 269 20.5 25fi 17.3 289 16.1 289 16.3 249 .13.9 289 14.9 246 11.B I89 12.889 ilA 236 8.7 289 10.1 212 (� >( Q O O
Q..� Z
g�TABLE 5B
Substrate: 2.7k Concrete 3k Concrete 35k Cane. Hallow CMU Filled CMU Fr Wood Metal �O r0
Anchor Anchor Type: 31161 Elm 114"Elm NIB,Dewall 114'Dewelt Via,Elco 3116'Elco 111"Elco 306'DeWail 114"Dewai1 114'SS Sco 5/16"Elco 1/4'SS Elco a10 Biml Ni25leel e12 StaO PRODUCT REVISED
Capacity U It mn Uacon lr Ulf.-, Ullracom Ultillm. Ult mw Unn= Ultmmro Ultmotl. AWMGatot Uloawn AWeWtor screw(GS)Screw(G5) screw(OS) as eom ty with the Florida
(Ibs) Edge Distar on): 1' 2-11T 1' 2-lr2' i• 2-1/2' 1. 2-/rz 3-1r8' 1. 2-1/2' 1' 2-t/T 1' 2.1I2' 1' 2.1l2' 2' 3.1/8' 2" 0.48' 0.54" 0.324" Building Code
Embedment 9nT 1.3/4' I-W- 1-W4' 13r4- 1-N4- 1ffi4' 1314• 1.3w 2• 1-114' 1-1/4' 1-114" 1.114" 1-114' IAA 1.114' 1.1/4' 1-1/4' 1.1/4' T 1-l6' 1.318" varies NOA-No. 20-0406.03
2 Ancham@4.75'Min.O.C.I Standad or Offset gip(Fig.17 390Ibs 39ow 450 Ws BOO lb4 310lbs 630 im 2201Ds 870 lbs 1644 lbs 27016a 280 lbs 354 lbs 740 lbs 23016s 3701bs 32D Pm 580lbs 3741be 66410s 948lb, 34116s 4421bs 56010s Expiration Date 05/26l2026
4 Arxbols @ 1.15'Mh O.C.1 Standard(or ORsel)C8p(Fig.2). 48016s 700 @s WA WA 3201ba 1260 itsJ410
WA WA WA 3W W. WA WA WA NO Im WA NIA WA WA NIA 682 Its 8851bs 1120 lbs
4 ArrcO om @ 3'Min.O.C.1(2)W Angle Gips 1(Flg.3j: 760161 7801bs 611 lbs 15601bs 121 th. 12601bs 1740 lbs 1896 fbs 540 Ibs 5601bs WA 7W @e 460 Ibs 7401bs 640 lbs 1160its 748 IM 08g IM 18921� 88216s 8651bs 1120 ibs BY
3Anchors @OAS'Min.0.0.1 UClif>,Into.125'Alun.(FIg.4j: WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA NIA WA NIA 10731ra, Mlam-Da e ro YCit1 Atwhor I F-C9p(Fig 51: 1951ba 1051bs 225 Ore 445 if 155lbs 315 its 435165 _21bs11401be 17T lbs 370 Ws2 AncMWO 1:1.7 M9lO.C:/FQip".By 2401bs--3501w-WA--WA- -1601bn--630 rm- -WA --WA--
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
F-1.000"-i
FIGURE 1: FIGURE 2: TABLE NOTES;
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 23 FOR GENERAL INSTALLATION METHODS.
Illttl/!
- - -- - --2)LINEAR INTERPOLATION,BETWEEN•MULL-LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.- ---FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. QCENSF•'•��
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. "tSZ •:��
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 '�0 - /a
T b
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1 •, zO 1r�
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SO OF 0.55,ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125" ✓L
%O TE F \
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1"X 3.125'X.5"MULLION �(/
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDATLEAST3 SCREWTHREADS BEYOND (1"VF MULL30rJ) ���s'•• ORIDI^.••'G\?��
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 101VAL EN\"�
A.L44MILOW.P.E.
FL P.E.#58705
TABLE 6A 7x
Mullion Capacity Table(Ibsile) n a
Width foraefta arils r11ut)ons or0 enln Height rhDrizonteU ANCHOR CAPACITY
' Opening ( N"6P nB ) P 9 9 (� Y-st�rlrtr9 m1lti01>s) ADJUSTMENT FORMULA: �
50 in Win 701a min so m 100 in t2o m ug m 160 m (DP)X(ANCHOR CAP.,,,,,,,r v m Rectangular TrsplTdmng. Radw War InNadarg. Rectangular Tra"ong. Ractangular T Leadionlb, Rectangular Traasoing. RectaniRd. TmpRdmg. Rectangular TrapRlfa". Rectangular TraplTdang Rectangular Tmpfrdsng. `MULLION CAP:,.,,-i
1 x 4 x.125 Loadng Loading Loading Loadng Loading Loading Loading Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading Loadng
Alum.Tube .• • ' �' F p Z• F D F' .' t• Z' E Z' g' ANCHOR CAP,Mullion
z
471.1
Is = b o § �- 1i b S 3 E =rya, 5 8 = by USE THIS FORMULA OBTAIN a r� IL
2 rc I a 9M a X t g ¢ f a`rc 21 o: g �' a ¢rc g� c" ..�, .� ��. .A - �� rc� � t€ d le REQU RED"CORRES NDING z `m.-o:
a Z
42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 500 170.0 992 170.0 819 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1458 170.0 521 145.8 1469 170.0 SM 127.6 146s 170.0 921 TO AN ACTUAL PRESSURE O
REQUIREMENT FOR THE J O
48 in 170.0 708 170.0 524 170.0 850 17OX 564 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170,0 677 156.3 1303 170.0 680 130.3 1303 170.0 880 111.7 1303 170.0 680 97.7 1303 170.0 680 =
OPENING,WHEN IT IS LOWER � U
50.625 in 170,0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170A 684 170.0 1195 170.0 723 158.1 1236 170.0 74T 140.5 IZ35 170.0 756 117.1 1235 170.0 758 100.4 1235 170.0 756 87.8 1235 170.0 IN THAN THE MULLION CAPACITY � Z
(FROM THE TABLE)OF THE W o Q
64 in 170.0 797 170.0 812 170.0 B56 170.0 691 170.0 1116 170A 754 164.4 1198 170.0 603 137.2 1158 170.0 837 123.6 fn
1158 170.0 856 1029 1168 170.0 861 88.2 1158 170.0 861 77.2 1158 170.0 Sol m 0
SELECTED MULLION.R 1MLL m
get. 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 161.1 032 125.1 1042 148.7 615 111.2 1042 136.8 801 100.0 1042 130.2 791 63.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 f25.1 782 YIELD A MINIMUM ANCHOR
631n 170.0 930 170.0 745 1512 992 103.E 818 129.6 992 144.4 799 113.4 992 13l.0 702 100.8 992 121.4 768 90.7 992 114.8 758 75,6 992 108.4 745 64.8 992 108.0 744 56.7 992 106.0 744 CAPACITY WHICH MAYBE g Z
ds USED TO QUALIFY ADDITIONAL 0
86 in i65A 947 170.0 789 /37.8 917 148.0 786 118.1 947 130.3 768 101.4 fi47 117.7 752 91.9 947 f08.T 738 B27 9Q 1022 727 68A 947 95.1 713 59.1 947 94.0 711 51.7 047 94.0 117 m W
ANCHOR OPTIONS FROM THE z
C 72 in 135.9 849 142.1 737 113,2 649 121.6 722[2.8.8
.0 849 106.9 708 84.9 849 96.4 696 76.5 849 88.7 686 67.9 649 823 676 56.6 849 75.3 659 46.5 849 72.6 652 42.5 849 72.4 651 ANCHOR CAPACITY TABLE. Wy O
'5 761n 115.5 762 120.7 665 96.3 762 1026 6526 762 90.0 640 722 762 60.9 629 64.2 762 742 620 57.8 762 69.2 fi13 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 $05 1 rn da
Je in tOBA 724 111.4 034 89.0 724 94.6 821 .9 724 82.9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 833 44.6 724 57.3 573 382 724 54.3 567 33.4 724 53.5 566 H
90 to 69.6 643 71.8 483 68.0 543 60.7 474 .7 643 52.9 466 43.5 543 47.1 456 38.6 543 42.8 452 34.8 543 39.5 446 29.0 S43 34.9 436 24.8 543 32.1 430 21.7 543 30.7 426 Q g Z N N
96 in 57.3 478 58.9 427 47.8 478 49.7 419 .9 478 432 412 36.8 478 38.5 40e 31.8 478 34.8 400 26.7 478 32-0 395 23.9 478 28.1 386 20.5 478 25.6 380 17.9 478 242 3M 53 to 51 C) C)
9 0 g0
1081n 40.3 3T7 41.1 341 315 377 34.6 335 377 Me 330 25.2 377 26.6 325 .4 377 ... .1 20A 371 22.0 317 1... 3T7 IS.. 31. 11.4 3" 17:1 3. !p �
III in 37.1 357 37.8 323 30,9 357 31.8 310 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 220 305 16.5 357 20.1 301 15.4 357 17.4 294 0: m CO o�
1201. 29.3 306 29.8 278 24.5 306 25.1 271 21.0 306 21.7 270 18.3 306 -Ti2 267 16.3 308 17.3 283 V X Q
144 in 77,0 212 17.2 198 Q¢.--+- Z••�
TABLE 66
Substrate, 2.71r,CAncrele Sic Concrete 3.Sk Cone. Haliav CMU Filled CMU FT Wood Metal
Anchor 3716'Elco 1/4•Elca 3176'DaWatt 1/4^DeWWI 5/18'Else 3/76 Elco 114•El.. 3/78'DeWalt 114"DeWall 1/4^SS Elco N78^Elco 1/4"SS Eko tlis Steel 012 Steel 072 Slcei
AmnorType:
Capacity uttrecon Wtracon Uilrueen+ Ult--+ Lillie- 18bacon Ultmcan Ultracon+ Ult.cw+ AggreGalor UiBacm AggeGalor Sc-(G5)So-
S--(G5) PRODUCT REVISED
(Ibs) Edge Distance(In): 1• 2-112' 1• 2.1/2^ r 2-vz 1• 2.117 XiAr 1• 2-v7 1- 2-117 1^ 2-t!r 1• at/2" 2' 3.1/6^ 2 0.46• 0.5r g.324• as comply no wfth th•Florida
Embedment an): 1.314• 1.3/4' 1-Y4• t2r4^ 13r4^ 13/4• 1-314• ta/4• 7 1-IW 1-1/4' 1-7/4• 1.1/4• 1.1/4' t-1W 1-114" 1-1/4• 1-IW 1-1/4' Y 1d/B' 1-2I8^. lades Building Code
2 Anchors @ 0.75'Mln.O.C.I Standard or OIOet Gip(Fig.1827 3901N 390 tbs 450 @s 8901N 3101N 6301N 22D IN 8701N 1644It. 2701N 280 IN 3541N 1401N 2301bs 370IN 3201N 6801N 3741N 6541N 948IN 341 IN 4421N 560 IN
N47A-No. 20.0406.03
4 Ambam @ 225•Mtn.O.C,I Standard(a Offset)Clip(Fig.3r 700 fN 700Ibs 580lbs 14101W 6201N 12501N 4201N 17M Ibs 952 ins WA 5501be WA 6M IN 390Ibs 740IN 5101N 1060 Ibs WA 8W IN WA :2 IN 6851N 11201N Expiration Date 05/26/2026
8 Amnon;@1.15'Min.O.C./Standard(or Offset)ap(Fig.4): 960 IN 14001N NIA WA 6401N 2520 lbs 7401N WA WA WA 7601oe WA WA NIA 14801N WA WA WA WA N/A 13631N 17701N 22401N
4 Anchom @ 3^Min.O.C.1(2)2x5 Angle Cups!(Fig.5t 7801N 7801N 6801N 15M iN 020IN 12601N 4401N 17401N 18991N 6401N 560lbs WA 7601N 4601N 7401N 640lbs 1IW IN 7481N aw IN 18921bs 682 lba 8851N 1120[be By
S Arwhors 4g 3'Min O.C.!(2)2x5Angle G(psl(Flg.6): 11701N 11701N 10201N 2340)N 9301N 18901N 6801N 26101N 28411N Bi01N 8401N WA 11401N 6901N 11101N 9501N 17401N 11221N 13201N 29381N 10221N 13271N 18801bs Miam acts r uGt Contra
4 Ancimm.@0,4S Mcn.O.C./_UCUp,into-,12S Atum.(Fig.,7):- WA_-_WA _ N/A__WA_ WA_ _WA N/A _ WA NIA _ WA WA WA N!A NIA NIA N WA WA WA WA WA N/A 14301N
2 Anctars 27S'Min.O.Cl F-C�p(Fig,8): 350 R. 3501N 290 Ibs 7051N 3101N 6301N 2101N 8601N 476 Ws WA 28010s WA 315 IN 1951N 370 IN
2551N 5301N WA 4401N WA 311 IN 4421N 580 IN - ------
4 Anchors @ t.1S fAin.O.C./F-Cip(Fig.9): 48011. 700IN NIA WA 3201N 12601N 370 IbS WA WA WA 3801N WA WA WA 7401N WA NIA WA WA WA 6821N MIN 1120 @9
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. ,yI 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 t L t I 1 r I
---__• -- __ -- • --_ _• �- _ •-__• - -- -•-�---SHEETS -4-FOR GENERAL-INSTALLATION METHODS.----- --- ------ - ---- - ---- - --`,� i
ph
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `���'' �1GENSC
• • • • • • • "0 4.000"
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES No.58705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM"f0 ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %�O'• STgTFJO?r
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' T •.•,a< P .-:.`><C/1:
• • 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 BE AT LFAST.125"THICK /�/ �OIVA�
ANGLE CUP(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&
#12 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.OR 410 S.S. 1"MULLION A.L"' IJIIEW P.E.
FL P.E.#58705
TABLE 7A ffin
Mullion Capacity Table Mitt") ANCHOR CAPACITY Z
Opening Width(forvedcally-spenvi ng mullions)crOpening Height(for Imriaortairyspanni g mwiors) ADJUSTMENT FORMULA: °
501n 60In TO In 80 in 90 in too in 12D In 140 in 160In ~
Reetanpdar Tiap/Tilang. Rectangular Tia"ang, Recian9ular Trap'Tdang, Rectangular TrdNTitarim Reotangular Traprrifing. Reetangular Traprlrtang, Rectangular Trawdallg. Rectangular Tmprrdmg• Rectangular Trerimag. ( )X(ANCHOR CAP.,,,.-)
DP_ `
1 x4 x.375 Loading Leading Loaning Loading Loading Loafing L-Eng Loading Laarf(ng Loeding L-Iirlg Loadng' iandng Loadna Laadeg Leafing Loading Loadtg MULLION CAP.,,o,.,,° W
Alum.Tube
a"T^ ANCHOR CAP..,
US THISMullionULA LV
8 12, r� I7� fr� fi� isfi a� � 6 fi� 6 Ise fr ° fi _' THE"ANCHOR OBTAIN rn 15 y� uJ
tr � � � �� f�•. �a a REQUIRED"CORRESPONDING
42 in 170.0 620 170.0 435 170.0 7" 170.0 478 170.0 80 170.0 5W 170.0 992 170.0 519 170.0 nth 170.0 521 170.0 1240 170.0 521 170.0 1408 170.11 521 170.0 1735 170.0 521 170.0 1003 170.0 521 TO AN ACTUAL PRESSURE LL'
REQUIREMENT FOR THE J O
48 in 170.0 103 170.0 524 170.0 650 170.0 584 170.0 902 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 en 170.0 1417 17a0 880 170.0 1700 170.0 680 170.0 1BSl 170.0 680 15L8 202a 170.0 680 OPENING,WHEN IT IS LOWER 7 =
50.6251. 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 756 156.0 1919 fTO.O 756 1365 1919 170A 756 THAN THE MULLION CAPACITY Z
(FROM THE TABLE)OF THE W CD Q
541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 $50 159.9 1799 170.0 861 131.1 1799 170.0 BB1 120.0 1798 170.0 851 m O
SELECTED MULLION.IT WILL
601n 170.0 885 170.0 701 170.0 1063 17a0 797 '170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1619 170.0 1033 129,E 1619 170.0 too 111.0 1619 170.0 1063 97.2 1619 170.0 1063 YIELD A MINIMUM ANCHOR F'• Z
63 in 170.0 930 170.0 T45 170.0 Ilia 170.0 850 1TO.0 1302 170.0 940 17a0 1488 170.0 1015 160.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1168 Anal 1642 167.9 1157 88.1 1542 167.9 1167 CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL m 0
{fin 661n 170.0 974 170.e 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1146 128.6 1472 158.8 1130 107.1 1472 147.8 1108 91.6 1472 146.0 1104 60.3 1472 146.0 1104 ANCHOR OPTIONS FROM THE Z C-5 ggW
m 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.6 I= 128.6 1049 WO 1320 117.0 1024 75.4 1320 1126 1013 66.0 1320 1125 toil ANCHOR CAPACITY TABLE ? aW; :e0
J 76 in 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 ON 1122 1184 125.7 978 99.7 1184 115.3 964 89.8 1104 107.5 952 74,8 1184 97.6 935 64.1 1184 93,1 92T 56.1 1184 923 525 �¢
78 in 166.1 1124 170.0 967 13a4 1124 147A 985 118.6 1124 128.8 947 103.8 1124 115.6 931 923 1124 IOU 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 H J r
N
Q OI 0
90 in 108,1 844 111.5 750 90.1 844 91.3 738 7/.2 844 82.7 724 67.6 844 73.3 712 60.1 844 fi6.5 702 54.0 844 81.4 693 45,0 86.1 542 678 78.6 844 50.0 668 ]3.8 844 4T.7 662 z N �1
961. 89.1 742 91.5 663 T42 742 772 652 fi3.6 742 67,2 647 55.7 742 59.8 W1 49.5 742 54.1 622 44.5 742 48.8 614 37./ 742 43.6 6c0 31A 742 39S 590 27.8 742 37.5 SU F- to^' O t0
m•9 Q�-O m0
108In 82b Safi 63.9 530 52.1 586 538 52/ 44.7 Safi 46.6 513 39,1 S86 41A 505 34.8 686 37,3 498 31.3 SW 34.2 492 26.1 666 29.6 431 22.3 586 26.6 472 19.5 586 24.7 468 (n
111 in 57.6 555 58.8 503 48.0 555 49.5 495 41.2 555 42.9 487 36.0 555 38.0 480 320 555 342 473 28.6 555 31.3 46T 24.0 555 27.1 4S7 20.6 555 24.3 448 18.0 555 22.4 442 w o�
1201. 45.6 475 46.4 433 38.0 475 39.0 426 326 475 33,7 420 Ta.5 475 29.8 114 25.3 t75 26.8 409 Z2.8 475 24.5 404 19.0 475 21.1 395 76.3 -075 18.7 387 14.3 475 17.2 361 U X ¢ O 0144 19.in .4 330 26.7 305 22.0 330 22.4 301 18.9 330 3 297 16.5 330 17.0 283 Z
G4 �
TABLE 76 Subslm e: 2.7k Concrete 3K Co emte &�Cone. F o low CMU Filled CMU I=T wood
Anchor 3110'Elm 1/4'El.. 3/16'OeWalt 114•De WWI &IT Etc. 0/16'Etco 1/4'Eico I 3I76"DaWall 1!4'De Watt 7!4'SS FJco Sn16'�co 7/4'SS Elco KIO SWN N723trel gig Steal
Capacity
�0 ryp0' Ultmaan Ullrac.n Uleac.m Ullr-" Ulttacon Uitmcun Ulimcan I Ulimcorn Utr'an. AggmGatar Utmcan AggreGator Sum(G5)Screw(35) Scmw(G5) PRODUCT REVISED
(Ibs) Edgy palawo 5n7. r 2-1rr r I 2•1rr r 2-112' r 2.1/2' ova• r 2a1r r 2-1rz' 1 r 2•112 r ztlz T 3-ve• Y 6.4e' 1 ast• 0.324^ Buildin cc g Iyiny with the Florida6nbcdment Cn): i-T4' I.3/4• 1-3r4' I3r4• I-W 1-3/4' 1J/4• 1,V4' 2' 1.114• 1-7/4' 1-114• 1-1/4' 1.1/4' 1.114• 1-1/r I-1/4' 1.114• I-tra' Z 1-38' 1.38' 'rades RDA-No.Cod 20-0406.03
2 Ar h-Q 4.75'Min O.C./Standard.,Offset COp(Fig.182): 3901ns 390IDS 450lbs 890 IDS 31016s 630lbs =Its, 870 Les 1844 Ibs 2701bs 2601hs 354 Its 740 lea 230lbs 370 fbs 320lbs 590 it 3744. 664 G 8461ns 3411ts 442lbs SW ibs
4 Anchors @ 225'Mir.O.C.I Stallard(or Oast)Clip(Fig.3): 7001M 7001bs 5601ts 1410 Ibs 620 Its 126016s 420 lec 17201bs 952 Ibs WA 560lbs WA 630Ins i 390le, 740 Rs 510 ins I0601Ds WA O80 I➢s WA 687 the 885 fD9 11201ts Explration Date 05122612026
a Anchors 91.15'Min.O.C.I Standard(or OrtaM)Clip(Mg.4). 960lbs 1400lba WA WA 640 lb. 25Wlb. �740 Its WA WA WA 760 lbs. WA WA I NIA 14801bs WA WA NIA WA N/A 1363 Ibs 1770 Its, 22401bs
4 Anctmrs®3•Mir.O.C./(2)20 Angle Clips I(Fig.5): 7801 W 7801ns 6801hs 150 Its OW Ibs 1280 Ibs 440 Ibs 1740 in lambs 5401bs Mit ass WA 760Its 460lbs 740 Ibs 640lbs 1180 Ibs 748 Ibs 880Ibs 1892 Ibs 6821bs 8851hs 11201ns Mlam a e r0 UCS COntr01
6 Anchors®3'Min,O.C.1(2)b5 Angle Clips I(Fig.6)1170 Ibs 7170 Ills 102D Ibs 2340 Ibs 930 Ins 1890 its WO Ibs =101bs 2844 its 8101bs 840 lbs WA 1140 l s 690lb, 11 t0lbs 9S0 Ibs 1740 Its n221bs 1320 Its 2838 Ibs 1022 ins 1327Ibs IWO Iba
___4 Anchors-00.45•MWO.C.-I U-Cep,fnlo.125'Alum-(Fig:7j-NIA- -WA--MA_-NIA___WA--WA-__WA___-WA- -WA-.__WA_
_WA--WA- _NIA- NIA r(/A WA N/A WA WA WA WA
2 Archers@ 22S Wn.O.CJ F42ip(Flg.8} 3501bs 3501he 290 an 7051bs 310lbs Malts 2101ba B601ba 4781bs WA 2801bs WA 37616s 195 Its 370 ins 7551Ds 530 its N/A 440 Ihs WA 341 Ibs 442165 5601bG--- - - ---- ----
4 Arohms 0 1.15-Min.O.G/F-aii(Fig.9): 480lbs 7001bs WA WA 3201nd 12601bs 370Ite WA WA WA 380 Ibs WA WA NIA 74D Ibs WA WA NIA WA WA �210s 8851ns 112D Ibs
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -'1 1.062" 1.000" ,-
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURES: FIGURE 4: FIGURES: FIGURES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 1111 t 1 I I 1 r r 1 j
ON LOADING.SEE SHEETS 2-4 FOR GENERA INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1,ICENgC••����
tea...
• • • • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE Z" a.L375"
4.OD0" No.j8705 �
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTI 4�
ONS =�-
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
FIGURE 5: FIGURE 6: FIGURE T. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 30�1 SPECIFICATIONS.HOLLOW AND S'fA�2 iJ ;'•717��
• ® • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE T'•. �/�
• . • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE '.C`S•'•F�ORIDw...•G�=`.
6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND.1745" 375" �i7 70 1,•�•�1���
AL
L TO 13E AT
CK
D A36.ALL ANCHORS
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. • 110
INTO MTHICK(ETALIS ASHALL EXTEND AT LEAST E3 SCREW THREADS SDS BEYONID THE MATERIAL#10 1'X 4"X.375"� q.LYNN MI�LLCR,P.E.
1"%4•X.375•
ANCHORS INTO WOOD MAYBE STEEL,IM S.S.OR 410 S.S. 'T•-MULLION MULLION FL P.E.#68705
TABLE BA
Mullion Capacity Table Qts ANCHOR CAPACITY 8
� �Opening Width(forverBcaily-spandrig mullions)or Opening Height(for horizordally-sparadrg mumons) ADJUSTMENT FORMULA: 22
So in 60 in 701n Be in so In 100 in 1201. 140In 180 in /ANCHOR CAP.,, „„X
Reetwoer Tnvmang. Rectangolar TraprTdeng. Reciangufar hapRdang- Rectangular TreplTdang. Rectangular TrepnHang. Rectangular Trap/01ang. Rectangular hopRdallg. RectarlBldar TtaprTdang. Rectangular hapllXan9• (DP,®)X`
1.25"i laadng Loading Loa�ig Loading L.oadm9 Loadng Lcadng Lnadrtg I..&g Loading. Leedag teedM I-(" Lowing Wadng Lowing Loadng laadrlg
2858A1um r a x• z: a r a a ,g r a A• x x �' z �• p' a g• A• r ,� m.. �• .�• x =ANCHOR CAP._ 02
Tube Mull ,$ �� a s' �g a. �, a
b E y USE THIS FORMULA TO OBTAIN S E LLI
S3 r € 5 5 HE"ANCHOR CAPACITY
s d`rc s� d`n f� f� rc $a d� g� d� d� �� � $ d rc f a �' REQUIRED"CORRESPONDING z
421n 170.0 020 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 892 170.0 519 170,D 1118 170A 521 170.0 t240 170.0 821 170.0 1488 170.0 521 170.0 1735 170.0 521 151,6 1T69 1T0.0 521 TO AN ACTUAL PRESSURE O Ir
REQUIREMENT FOR THE O
481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 292 170.0 630 170.0 1133 170.0 661 170.0 1Z75 170.0 6T7 170.0 1417 170.0 680 154.8 160 170.0 680 132.7 1548 170.0 680 116.1 1548 170.0 680 _
OPENING,WHEN IT IS LOWER 7
Of 0
80625 in 170.0 747 170,0 563 170.0 898 170.0 631 170.0 1046 170.0 684 17U.0 1195 170.0 723 170.0 1346 170.0 747 1S7.0 1405 170.0 756 139.2 1468 170.0 755 119.2 1468 170.0 756 104.4 1468 170.0 756 THAN HE MULLION CAPACITY
(FROM THE TABLE)OF THE W o
54 in 170.0 797 170.0 612 170.0 90 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 1223 1376 170.0 681 104.8 INS 170.0 861 91.7 1376 170.0 861 m O
SELECTED MULLION.IT WILL r) ?J
'601n 170.0 1185 170.0 701 170.0 1063 170.0 797 168.9 1158 170.0 878 139.0 1159 157.4 030 123.6 1158 156.8 919 111.2 1156 150.0 912 92,7 1158 144.8 905 79.4 1158 144.6 905 69.5 1158 144.8 905 YIELD A MINIMUM ANCHOR F- W O W
631. 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 15L9 682 120,1 1051 142.0 848 100.7 1051 132,3 837 96.1 1051 125.7 $30 80.1 1051 119.5 622 68.6 1051 119.1 821 60,0 1051 119.1 821 CAPACITY WHICH MAY BE ^� 0. z
USED TO QUALI FY ADDITIONAL 7 0 O
W 1n 167.1 957 170.0 789 139.3 957 151.6 805 119.4 957 134.0 700 104.4 957 121.6 777 92.8 957 112.8 767 83.6 957 108.6 759 69.8 957 100.0 750 69.7 957 03.9 748 52.2 957 98.9 748 ANCHOR OPTIONS FROM THE z J g +Q
M 72in 128.7 SM 135.2 69a 107.3 804 1152 684 9L9 604 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650 64.4 804 78.8 643 63.5 804 72,3 633 46.0 BU 69.0 629 40.2 $04 69.8 628 ANCHOR CAPACITY TABLE g 7 s0
-/ 761n 109A 722 114.4 630 912 722 97.2 616 78.2 722 85.3 606 68.4 722 76.7 596 60.8 R2 70,3 60 54.7 722 65.5 580 45.6 722 59.5 570 39.1 722 56.7 565 34.2 722 56.2 564 -1
Q O
f 78N 101.2 685 105.6 600 84A 685 89,6 See 72.3 SB5 70.5 5T7 63.3 685 70.5 568 56.2 685 64.5 50 SMS 685 60.1 563 42.2 686 54,3 543 362 685 SIA 537 31.6 685 50.7 530 1- N T•' N
901. 65.9 515 680 457 54.9 515 57.5 449 47.1 515 50.1 441 412 616 44.7 434 36.8 515 40.6 428 33.0 $15 37.4 422 27.5 515 M.1 413 23.5 515 30.5 407 Z0.6 515 29.1 404 Q X Z rm„V N
961n 54.3 453 55.8 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 272 453 30 O
.4 374 22.6 453 26.0 366 19.4 453 24.3 360 17.0 453 22.9 356 0]m 00 t0
108 in 38.1 358 39.0 323 31.8 358 37-8 318 272 358 28.4 313 23.8 358 252 308 21.2 358 2Z7 304 19.1 358 20.8 300 16.9 3S8 18.0 293 In co 3 9 -
th
III in 35.1 338 35.8 308 29.3 336 30.1 301 26.1 338 26.1 297 2L0 338 23,2 293 19.5 338 20.9 289 17.0 338 19.1 285 U N
120 in 27.8 290 28.3 264 232 290 23.8 260 19.9 290 20.6 Z56 17.4 290 18.2 253 15.4 290 16.4 249 F'
144 in 16.1 201 16.3 186 Q._r z..�
TABLE 88
Subabata: 271,C-te 31,Concrete 35k Cone. __ Hell-CMU Filled CMU PT Waod Metal g
Anchor 3116"Edo 1/4"Elco 3118"OeWOIt t/a'OeWall 5f16'Eico 3116'Be. 1/4'FJco 3/18'OaWall 114.OOWaII 1r4"SS Eico 5116'Eico 114'SS Elco #f0 Steal #12 Steel 412 Steel
Capacity AnchorTy�. Ullteoarl UW.. Uuae... Ult-n, Ultra= UI12con ultmeon uit-n. UOrazon. Aggr.We, LI1 .. AggieGetar S-(GS)SCI-(W) SCMW(GS) PRODUCT REVISED
P nY as complying with the Florida
([be) Edge Distance Qn): 1' 2.1/2• 1' 2-12' 1• 2-1r2 1' 2-111 3.118• 1. 2-t/T 1" 2-!/T 1. 2•112, 1- 2.172" Y 3.1/9' 2' 0.48' o.5a' 0.324" Building Code
_ ErMedmentft I-W4' 104' 1-3/4' 1-3r4' 1-3r4' 1-V4' 1J4' 1-34. 7 1-1/4' 1AW 1.114" t-tra' 1.1/4" 1.1/4" 1-1/4• 1.1/4' 1.114' Z' I V8' I'vir vad.a NOA-No. 20.0406.03
2 Amhors®4,75'MIM O.G I Stardard or Met Csp(Fig,ik 3901bs 390 Me 450 R. 890 R¢ 310Its 63p Ibs 220 lbs 870 Re 164415s 2701bs 2801bs 3341¢a 7401� 2301bs 37g I� 320 @s 5801bs 37416s 664 We 9461� 341 Ibs 442Ibs 560 Ns Expiration Data 05/26/2026
4 Archers@1.15'Min.O.C/Standard(or Of6et)Up(Fig.2}: 4811Its 700Ibs WA WA 3201bs 7280Ibs 3701ba WA WA WA 380 lbs WA WA N/A 7401bs WA WA WA WA NIA 682Its 885It. 1120lbs {
4 Anehom @ 7 Min.O.C.I(2)285Angle Clips/(Fig.3k 780Ibs 7801bs 680 lbs 15W lbs 620lbs 1260 lbs 4401bs 1740lbe 1896lbs 5401bs 560 nn WA 760Its 460 lbs 740 On 6401bs 1160lbs 74811A 860lbs 18921bs 682[be 8851be 1 Q[I ibs By y: :
4 Armlars @ QAT Min.O.C.I UClip,W .1W Alum(Fig.4), WA WA NIA WA WA WA NIA WA WA WA WA WA WA WA WA NIA WA WA _ WA WA WA WA 14301bs Miam Da a Pro uct Contro
--_
1 Ant-I F-Up(FIB.5): 19516s 195 lbs 225 un 445Ibs 1551bs 3151bs 1101bs 435:bs 8221b. 135 ibs 140 lbs 17710a 3701bs 115 M 185 It. 1601bs 290Ibs 1871bs 3321bs 'Oft 170Ibe 221 lb. 280 Ibs
2Anctera@1.1SMIn.O.C./Fa71p(Fig.Ok 2401bs 3501W N/A WA 1601Da 6301bt 1851bs WA WA--- kL'A 1901txi -WA---WA- WA--3701bs' -WA----WA- -WA---WA- -WA--341 IDa--442 lbs
-
NOTE:FOR HE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS HE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: F•-1.250'-i
� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING HE TABLES AND SHEEP 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)CINEARINTERPOrATION BETWEEN MULL-LENGTHS-AND/OR OPENING WIDTHS IS ALLOWABLE. -----
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.168° ��' Sf
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58705
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .265" - *•• "'.
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ••
FIGURE FIGURES:
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �f'' •(U�\
4: %O TATE>F
FIGURE 6:
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE T n'•. �U
• 6063-TS AND BE A MINIMUM OF•125"THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND ' S ........ \?.`
• • NCHORS INTO METAL SHALL THICK(18 GAUGE). CEXTEND AT LEAST 3 CREW THREADS L STEEL TO BE AT (BEYOND HE MATERIAL 1 25"(1 1f4e VF MULLION)
LLION ��
#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYN�I M+LLER,P.E.
FL P.E.#58705
TABLE 9A 4
Mullion Capacity Table g7s7R7) T, 6
ANCHOR CAPACITY
Opening Width(7orverticaily-spenrdrg muDiow)orOpening Height(for71orizontal!"panning mWorls) ADJUSTMENT FORMULA: F
50In 60in 70m 801. soy1 100in 12oM 140in 1eoM
R«t lar Ire ANCHOR CAP-
-
angu P/7riang. Reetenguter TfWTdan9. Rectangular Tmp/idana. Re Wnqulor T2p7dan0. ReMang0lar T2pRaang. Reatanpdar Trap7Tdan9. Rxlangular TraplTrtong. RM.G%iier Trap/niatp Rectangular T2plTnang. (DP-)X( m
1.26 x 3,2b Loading Laadng Loading Loaemg Loed'uig Loafing Loadlrn Load Loaf Loan Loadin
MULLION CAP.,,o„g,
X.100 g MB- ug g B Loativg LoatSml LoadmO Loading LoodeO Loafiri0 Loafing n2 y w
Alum.Tube �• _ S_ £ _ _ _ z:_ fzd _ a_ ,,,���g••• _ =ANCHOR CAP.,,m o
Mullion qqg� 8 �� 6 � § gggg$ gpy� S � pig 1§1� y�pg � � 88 USE THIS FORMULA TO OBTAIN 3 ❑ LLl
M 3 9 ap 03 '@ 8r 2 $ 3 THE"ANCHOR CAPACITY y m }
s $ 3: ` E REQUIRED"CORRESPONDING z F
42 n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 W8 170.0 506 17110 992 170.0 519 110.0 1116 170.0 521 153.3 1118 1TO.0 1 521 127.7 1118 170,0 521 109.5 1IIS 170.0 621 95.8 1118 170.0 521 TO AN ACTUAL PRESSURE
48m 170.0 708 170.0 524 1 V0.0 850 170.0 584 167.6 978 170e 630 146.7 978 170.0 661 130.4 978 170.0 677 1T7.3 978 770,0 880 97.0 9I8 1T0.0 680 B3.8 978 170.0 880 73.3 SIB 17uo Sao REQUIREMENTFORTHE
OPENING,WHEN IT IS LOWER a =
60.625 in 170.0 747 170.0 583 170.0 $96 170.0 Sot 150.7 927 170.0 664 131.9 927 166.5 708 117.2 927 ISM 699 105.5 927 158.3 696 87.9 927 156,3 695 75.4 BI27 156.3 695 65.9 927 156.3 S95 THAN THE MULLION CAPACITY 2 Z
64 in 170,0 797 170.0 612 154.5 869 170A 691 132.6 869 153.9 683 115.9 869 141.8 669 103.0 869 134.0 660 92.7 869 129.B 654 773 B69 128.9 652 66.2 869 128.8 852 57.9 869 128.E 652 (FROM THE TABLE)OF THE W o
60 h 103.2 746 153.8 034 119.4 740 132.3 Pd0 1D23 746 117.E 608 89.5 746 107.8 550 79.6 748 101.0 692 71.6 746 98.6 587 69.7 746 933 583 51.2 748 93.3 5B3 44.8 748 93.3 503 SELECTED MULLION.IT WILL j r Cl)
63 In 123.7 677 132.0 579 103.1 677 113.2 566 a8A 877 100A 555 77.3 677 91.4 546 88.7 6" 85.2 539 81.9 677 81.0 534 SIX 677 77.0 529 44.2 077 76.7 529 38.7 677 76.7 529 YIELDAMINIMUM ANCHOR E." U to W
z CAPACITY WHICH MAY BE W Z
c 66 in 107.6 617 114.1 630 80.7 617 97.6 519 76.9 617 68,3 508 67.7 817 78.9 500 59.0 817 72.6 494 57.8 OtT 68.7 489 44.0 817 04.4 483 38.4 677 63.7 182 33.0 017 80.7 482 D.
USED TO QUALIFY ADDITIONAL ❑ U)d ❑
4 72 M 82.8 518 87.1 45D 69.1 618 74.2 440 59.2 516 65.2 432 51.8 SIB 68.8 425 46.1 516 54.2 419 41A 618 50.7 414 34.5 SIB 46.6 408 29.6 516 45.0 405 25,9 518 45.0 405 ANCHOR OPTIONS FROM THE z 1 m LU
76n 70.5 465 13.7 406 56.7 411 62.8 398 50.3 465 60.9 390 44.1 465 49.4 294 39.2 465 45.3 378 352 465 422 374 29.4 465 38.3 367 25.2 465 38.5 384 22.0 465 36.2 363 ANCHOR CAPACITY TABLE 2 1 b❑
78M t424
80 387 54.3 "1 57.7 379 46.6 441 50.6 372 40.8 441 45.4 366 362 441 41.6 360 32.6 441 383 350 27.2 441 34.9 349 23.3 441 33.1 346 20.4 441 32.7 345 1 2 n:Q
90 M .a 2s5 35.4 332 37.0 288 30.3 332 323 2B6 28.5 332 28.8 200 23.6 332 28.1 276 Z12 332 24.t 272 17.T 332 T1.3 266 i5.2 332 19.6 282 13.3 332 18.T 260 F p98M .9280 T9.1 �1 30.3 256 25.D 291 2H.4 252 2f.B 291 23.5 2d8 19.4 291 21.3 244 1T.5 291 19.b 231 74.8 291 IT.1 23fi 12.5 297 15.8 232 Z `-
Z106 in .1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.1 230 16.2 IN FXQqm O'O111In .t 197 199 2t8 19.4 t9a t6.2 21B 16.8 797 t4.1 21B 14.9 18Bdi0120in S.2 170 14.9 167 00
15.3 167 X
U N
a zm
TABLE 96 _ �
Subsbate: 2.7k CocXrele 3K Commit,: 3.Sk Canc. tkBor7 CMU Fdled CMU I PT Wood Mow
Anchor AndforTypaMIS,-dco 14•El.. 3/16'DeWa1 174'DeWelt 56'Etco 3/1B'Elco 1/4m Eko 36'QeWalt 1/4'DeWeO 7/4'SreSG Fao SIC Elco 1/4'6S Fko #10 Steel 012 Steel #12 Steel
Capacity ultir Utrcon Ullra0n4 Ubam- Ullmw Ubaen Utcon UIt24mUlm glor Uran AggnGator Scmw(G5)Sefw(GS) SCrew(G5) PRODUCT REVISED
O(lbs) Edge Di9tante QnY 1' 2A2' 1• 2-0/2" V 2-W- 1• 2-1/2 3.1T8' 1' 2-VT 1" 2AI;r I 2-1/2' V 2-12• r 3.11W r 0.46• 0.54- 0.324" as eomplyyingg with the Florida
EmixdmeN pny 1+1/4' i$4' 7.3/4• 1.3/4' I-Nr I VV 1-3/4- I-W4• r 1.1/4• 1-1/4' 1-IM, 7.1/4• 1-1/4' 1.1/4' 1.114- 1-1/4' 1•1/4" 1-1/4' r tale• 1.3B' modes Bulldin9 Codo
2 Arsh.Q 4.75 Min O.C./Slandnld or Offset Cop(Fig.1): 390 BIB 390 Ito 450lbs 890lbs 310lbs 630 lbs 22D Ibs 870lba 1644lbs 2701bs 2801bs 354lbs 7401bs 230lbs 3701ts 3201Ls 5801bs 3741bs 6641bs G46Ite 3411D9 442 @s 5601bs NOA-No. 20-0406.03
4 Anchors C 1.15"Min-0.0/Standwd(or Off e-QUp(Fig.2J: 460lbs 700lbs WA WA WO lbs 12M lb 3701ts WA WA WA 330IW WA WA WA 740 @s WA WA NIA WA WA 6821Rs W 1W 1120lbs expiration Date 05126(2026
4 Anchors @ 3'Min O.C.1(2)2xSAngla Ups I(Fig.3k 78010s 780lbs 6801hs MOW 620lbs 1260 Ibs 440 Its 1740lbs 1896lbs W PA 560 Bic WA 760lbs 4601bs 740 lbs 64011a 1160 IM 748IW 8801bs 1892 lbs 682 ft 68510s 11201b,,
3A«hors Q 0.W Min.O.C.I U-Gip,into.10u"Alum(Fig.4); WA WA WA WA WA WA WA NIA WA WA WA WA WA WA N/A WA WA NIA NIA WA WA WA 950 lba By
1 A«tor I F-Clp(Fig,5).1 195lbs IBIS Ibs 22516s 4451be 155lbs 315lbs 1101ts 435 We 8M 149 135 Rn WO lbs 1771bs 370lbs 115lbs 1851bs 1601bs 2DO lbs 187 IW 332 be 473IM 170Its 2211bs T801bs Mlaml-Dade Product Centre)
--- 2Amhors.®1.75"_MIn.O.C.I F�CBP.(Flg_% 240 lbs 350 lbe WA WA ISO ft 630 ft 1851bs N/A WA WA 1901ba WA WA WA 3701bs WA WA N/A WA NIA 341 Be 14421Ds S60Ibs
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" r1.250"-1
® S 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
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 3.250" 3.250" �0. •.
'�
ANGLE SHEETS 21-23.HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ,.•• 47CCNSF'•,C��
• • CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 1 '•,
No.58705
BE USED 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 =-Q _
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE }'�!. / Z i •
FIGURE 4: FIGURES: FIGURE 6: S <CJ--
8063-TS AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND �O�•.• Tc OF (U.
.045"THICK(18GAUGE).STRUCTURAL STEEL TOBEATLEAST.125"THICK AND A38.ALL .100" .10D" % ((` '•.r<ORIJ!..•' �'�
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25"X.100" 1.25"X 3.25'X.100" iszt -• hG���
#10 B#12 ANCHORS INTO WOOD MAY BE STEEL 1"S,S.OR 410 S.S. MULLION FOR MULLION FOR 111 ZONAL. 11��
FIELD-MULLED UNITS FACTORY-MULLED UNITS A.L1�NN MIL'I �t,P.E.
FL P.E.#58705
TABLE 10A IN Qg R
Mullion Capacity Table(IbsIR2) x g 17
nl Wdth rved( ANCHOR CAPACITY
• Opening (f0 caVy-spatgitg millions) Height(fOrhotizorteBy-spanning mdGolls) ADJUSTMENT FORMULA: � � 2
50 in so In 70 in 801n 90 In 100 in 120 in 140 in 160 in (
Rectangular Trapffllang. Rec'arguiar 7nplRianp. Rectanguar Ira (DP„)X\ANCHOR CAP.,,,,-9 T
1.26 X326 p'rdang. RedangulY Ttap/7datg. Rectangular TnpRdang. Redengulat Tr4ridang. Rectangular TMPTdang. Recangular T,,Wd g. Rectangular TrWrriang. MULLION(:AP.,,m, @ p
%.624 Loading Loading Load g Loading Loading Loafing Loafing Loading Loading Loading Loading Loading L-fel; Loading Leading Uading Lording Loading ez
Alum.Tube � a �• .5..• .� � - d � � �� � ig. 1� -. �.. 3 .S,- - a � 5: � �.. � 3 a 3 =ANCHOR CAP.®
Mullion ;@ m ors m a ug g� k a@ s �€ �@ g S �1 .n� 8 41 2 1L o of 1 Zo a g N
o' o ag m u o` o o u" o v o 0 0`9 ci o 0 o u e o" 0 9 ai o'a ci ai y ti o o u USE THIS FORMULA TO OBTAIN g O W
c n• .a t'gi a9 a .m`s =' < s e s Q m .g < ^' t'P .o•C 5' �' s t P .�`�t r'j -c �' t Q THE"ANCHOR CAPACITY rA V•� }a
@. $z' ice. d`� i 2 `c $ d c' � d I $a d`z" 2 d`s" I@. $a te fir z �e d`z g� 8 rr REQUIRED"CORRESPONDING ZO F
42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 860 170.0 sob 170.0 992 170.0 519 170.0 t116 170.0 521 170.0 1240 170.0 521 170.0 1489 170.0 521 170.0 1736 170.0 621 170.0 UM 170.0 521 TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE O
48in 170.0 708 170.0 524 1T0.0 850 170.0 604 170.0 902 170.0 630 170.0 1133 1T0.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 169.7 1919 170.0 680 148.5 1979 170.0 680
OPENING,WHEN ITIS LOWER � ..
50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 1711.0 1046 170.0 604 170.0 1195 1701) T23 170.0 1345 170.0 747 170.0 1494 170,0 T56 1TOD 1793 170.0 756 1525 1B77 1T0.0 /56 133.5 1877 170.0 766 THAN THE MULLION CAPACITY �S Z
S4 in 1700 797 170.0 612 1700 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 B03 170.0 1431 170.0 837 170.0 1594 170.0 856 156A 17S9 170.0 861 134.1 1T59 1700 861 117.3 1759 1704 861 (FROM THE TABLE)OF THE W DO Q3
SELECTED MULLION.IT WILL j rn 03 ?
60 in 170.0 885 170.0 TO 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 SU 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.E 1511 170.0 1063 90.6 1511 170.0 1863 YIELD A MINIMUM ANCHOR 1- U W
931n 170.0 930 170.0 745 170.0 111G 170.0 650 INA 1302 170.0 540 156.6 1370 170.0 1G15 139.2 1370 170.0 1076 125.3 1370 164.0 1082 104.4 1370 165.9 1072 895 1370 155.3 1070 78.3 1370 156.3 1070 CAPACITY WHICH MAYBE 2 UI Z
m 66in 170.0 974 170.0 769 170.0 1169 V0.0 903 155.E 1248 1700 1002 136.2 1246 168.6 1013 121.1 1248 147.1 1000 103.9 1248 139.0 989 90.8 1249 130.4 978 77.8 1240 129.0 975 68.1 124E 129.0 975 USED TO QUALIFY z Q.
m 0
m ANCHOR OPTIONS FROM THE Z W
J 721n 167.8 1049 170-0 878 139.9 1049 1602 892 119.9 1049 132.1 875 104A 1049 119.1 8M 93.2 1849 109.7 848 03.9 1049 1027 838 65.9 1049 94.3 826 59.9 1D49 912 820 62.4 1049 91.1 ON ANCHOR CAPACITY TAB LE.
76 in 142.7 941 49.1 822 118.9 941 126.8 805 111.9 941 111.2 791 892 94I 100.0 777 79.3 941 91.7 765 71.4 941 66.5 767 61 941 77.6 744 51.0 941 TAa 77T dd.6 9d1 73.3 736
�❑ `v
TB in 1320 894 137.6 703 110.0 894 1165 70 94.3 094 1024 763 823 894 9L9 740 733 894 84.1 730 66.0 894 18.3 721 55.0 894 70.7 707 47,1 094 67.0 701 41.3 69d 66.1 696 Q 0
2 d' •- N
90In 85.9 671 11.7 116 71.1 911 74.1 115 61A 171 .65.3 US 53.7 671 58.2 666 47.7 671 52.9 659 43.0 671 48.8 551 35.8 671 43.1 539 30.7 671 39.7 631 26.9 671 37.9 5. Z cN0 Q OT 0
N
96 in 70.8 590 72.8 527 69.0 690 61.4 610 60.6 590 53A 509 44.3 590 47.6 602 39.3 690 43.0 494 35.4 590 39.6 dHe 29.5 590 34.7 477 25.3 590 31.6 469 221 520 29.8 454 � x Z co W
Ice in 49.7 466 50.8 421 41A 456 428 414 355 466 37-1 408 A111132.3 402 27.6 466 29.7 396 24.9 466 27.1 ]91 20.7 466 215 382 17.6 466 212 37S 15.6 466 19.6 370 Ny o0 O
Min 45.9 441 46.7 400 382 441 39.3 393 32.7 441 34.1 387 30.2 382 28.4 21 27.2 376 229�378
24.9 372 19.1 441 21.5 363 16A 441 1913 356 143 441 17.6 351 W CO
120 in 363 37B 36.9 344 302 3T8 31.0 339 26.9 378 26.8 334 23.7 329 20.1 378 21.3 325 18.1 195 721 15.1 JTB 16.7 314 >C Y Y
144 in 21.0 262 272 242 17.5 262 11.8 239 15.0 212 76.3 236 V N Q O O
a Z�O O
TABLE 10B g qq 1W Ow
Substrate: 27K COrmrete 3k Concrete 3.5k Oe.. 1lollaW Qs1U Filled CMU P7 Wood t4etei N o@-2
Anchor 3116'Elco 1W El- 3116•DeWall 114"DeWelt 5tl6'Eloo 3116-Men 114"Elea 3/16'DeWalt 1W DeWall IN"SS 0co 5/1W Elea 1/4'SS EIGo #10 Steel #12 Steel 912 Steel
Capacity Anotmr Tppa. Ullracon Ultracan Ultracarlf Ulbacom, Uttmwn Ullracon utraden UGraeanl' Y9meaflr AgglaGalm Wracm A99MGa1or Serew(G5)Serew(GS) Sclew(GS) PRODUCT REVISED
(Ibs) Edge DitI ft i' 2-la- 1" 2-1Q" 1' zur 1' 2.1M1•` 3.18' 1" 2.12' 1' 2-12' 1' 2-Vz 1' 2-17Y z 3-11W T 0.40' aw 0,324" ns com (yylneg with the Florida
Embedment(in} 13r4" I-V4' 1-3fr 1-3/4" 13'4' 14W VV4' 1-314" Y' 1.114" 1.114" 1.114' 1-114" 1-114" 1-114' 1-114' 1.1/4' 1.114' 1.1/4" 2' 1.3/8' 1-W wades Building Codo
2 Am mrs @ 4.75 MN.O.C./Stallard a Offset C8p(Flg.17 3901bs 3901bs 450lea 89011x 310 lbs 630lbs 220 MG 8701b5 1544lbs Z70 Poe 280 Ns 3541bs 7401ba 2301b- J70Itss 320 gx SM Ra 374 ms 6641M 9461b, 341!be 442 iba 560 lb,
NOA-Ho. 20-0406.03
4 Anctmrs@1.iS Min.O.C./Standard(or Offset)C6p(Mg.2): 4601bs 70011a WA WA 320 Ibs 12601bs 37016a WA WA WA 38084s WA WA NIA 740 Ibs WA WA NIA WA WA 682lbs 865 ga 1120Ibs Expiration Dato 05/26/2026
4 Anchors @ 3"Min.O.C.1(2)2x5 Angle Clips I(Fig.3T 780lbs TBOIR 6801be 1560 M SO lbs 12M ft 4401na 174011a 18961W 5401bs 5W Ibs WA 7M M 460lbs 7401bs 6401bs 116D Ibs 7461bs 8801be I802 tei 682111 885 fbs 1120lbs
3Anchom @ 0.54'Min.O.C.1 U-pip,1rdo.100'Alum(Fig.4): WA WA WA WA WA WA WA NIA WA WA WA WA WA WA WA WA WA NIA WA N/A WA NIA 950 Ibs Dy ^�
1 Anchor/F-Mp(Fig.5): 1951bs 1951bs 225Ibo 445T6- 155lea 315 fee 11016a 4351b5 8220>a /35IOs 140lbe 1771ba 3701bs 1151be 185 ibs 1601b5 2901be 1871be 332 be 47316s 1701bs ?211bs 2B0Ibe MIeMI-Dade Pr Yet Control
2Archers.@1.15'Min,O.C./F-Clip(Ffg.�: 24016s 350Ibs WA WA 1801bs 6301bs 1851bs NIA WA WA 1901bs WA WA NIA 3701bs WA WA WA WA WA 341 lba 442165 S601bs
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --- --- - - - -- - - --- ------
FIGURE ---
1: FIGURE 2: TABLE NOTES: 1 250"� 1 250"
o 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET26 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE t I t t 1111 I
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ,�`e�'��-•'•L(CEN;,F•A�(���
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
3.250" 3.250" r;
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _a No.56705 -�
BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND i �.�{
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL r�/
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624" .624" O••, �/ATE �� -
800 T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND -L a� ST EF((,�
.GW THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LFAST.125"THICK AND A36.ALL '..��.•.......
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25'X.624" 1.25"X 325'X.624' i� u
��
910 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR410 S.S. MULLION FOR MULLION FOR ��, rA/AI- �•N:'`
. FIELD-MULLED UNITS FACTORY-MULLED IINf7S A.LYNI()t1WLLWP.E.
FL P.E.#587
TABLE 11A k
Mullion Capacity Table(Ibnfit)
ANCHOR CAPACITY
Opening Wdth Qorva(tica*sparding mt79iors)orOpening Height(lorhor¢o(tallyspennilg mullions) ADJUSTMENT FORMULA: F
50 in 60 in to in 80 in 90 in 100 in 120 in 1d01. 160 in (DP,,,)X(ANCHOR CAP.,,a,-x
1.26X3, Rectangular Traprrriang. R.,ewgWar Traplrriang. Rectangular Trap/fdang. Rectangular Tra;9Tdang. Rectangular Tmp/Tdang. Racungulm TapTriang. Rectangular 'TrapRuang. Reeutgular Traprldang. Rectangular Tropri bng. MULLION CAP.,,d,,,,
7c.824 LooSng Loading Loading Loediag -Loading Loading Loading Loading Loadi� loading Loading Loading Loading Loading Loading Loedm9 Loading Loading o2
Alum TubeaLID
sE 5,.. 3 a'. � 9,. •i; ca •E :s 'E c., - 8 a e: m =ANCHOR CAP.
Mulliona isd€ o :� A a .@ as m a �A a a o a a a a A ae a oA qA gA m� N
iu 1p r°ro u u ai o ua ra ua u is ia` ia` u cia o �e _ cie u u:+< u „ r" ua
a - `'e ter-• ='e USE THIS FORMULA TO OBTAIN ,l
�,.0 }W
�� '8 @ 'S a9 52 �' 's �'� •5' sq F.� .51, '� .� a" a 5,P q• :'a❑ ®e Q THE"ANCHOR CAPACITY (nF-
.�A d`z 91 d c4 s A dr 1§ s A Ic s a '`& s A .1c g A -t E A d`¢ E A ¢`& s'A d`c" s'r8. S ri '`& A d`nz sin. d`a4 REQUIRED"CORRESPONDING z
42 in 170.0 620 1170.0 1 435 170.0 744 170.0 478 170.0 868 170.0 506 110.0 992 170.0 519 17g.0 1116 170.0 521 170.0 1240 170.0 621 170A 1400 170.0 621 170.0 1735 170.0 521 170.0 1983 170.0 521 TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE J O
46 in 170.0 708 170.0 624 1T0.0 650 170.0 584 170.0 992 170,0 630 17D.0 1133 110.0 691 110.0 1276 170.0 677 170.0 1417 170.0 660 1710 1T00 170.0 MWO 170.0 1283 170.0 680 170.0 2267 1T0.0 680 OPENING,WHEN IT IS LOWER _
50.6251, 170.0 T47 VU 593 170.0 396 170.0 531 170.0 1046 170.0 694 170.0 1199 170.0 723 170.0 1345 170.0 T47 170.0 1494 170.0 756 170A 1793 170.0 756 470.0 2092 170A 756 170.0 2391 170.0 756 THNTHE MUWONCAPACITY �' z
54 in 170.0 797 170.0 612 110.0 955 1T0.0 631 170.0 1116 170.0 754 170.0 1275 1M.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 651 160.2 2403 170.0 861 (FROM THE TABLE)OF THE w oo Q
SELECTED MULLION.IT WILL m m
60 in 1TD,0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 1TD.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 ITOA 2125 170.0 10M 148.3 2193 170.0 1053 129.8 2163 170.0 1063 YIELD A MINIMUM ANCHOR U co
631. 170.0 930 170A 745 110.0 1116 170.0 860 170.0 1302 1T0.0 940 170.0 1468 170.0 1015 170.0 1673 170.0 10T6 170.0 ISO 170.0 1122 1569 2060 IT0.0 1169 1345 2060 170.0 7171 117.7 2060 110.0 1171 CAPACITY WHICH MAY BE W z
m 68in 170.0 974 170.0 169 170.0 116g 170A 903 170.0 1364 V0.0 1D02 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 143.0 1966 170.D 1275 122.E 1966 170.0 1266 107.2 1966 170.0 1286 USED TO QUALIFY ADDITIONAL �e �, p
m ANCHOR OPTIONS FROM THE z o W
721. 170.0 1063 170.9 878 170.0 1275 170A 1009 t70d 1488 170.0 1126 170.0 1700 170.0 1228 154A 1734 170.0 1315 138.7 t734 169.8 1396 115.6 1734 ISSA 1364 99.1 1734 150.4 1352 86.7 1734 160.2 1352 -1 e" 0
ANCHOR CAPACITY TABLE. -1` 5
76in 170.0 1122 170.0 937 170.0 1346 170.0 1089 168.6 1556 170.0 t269 147-4 1656 165.2 12B5 131.1 1556 151.5 1268 117.9 1666 1413 1251 98.3 1656 126.3 1229 842 1556 7223 1219 733 1556 1212 1216 �Q
J
O 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1477 1693 1245 136,4 1477 152.0 1224 1212 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 71,9 1477 110A 1158 682 1477 109.3 1154 Q
g 90 in 142.0 1110 146.6 986 118.4 1110 123.5 968 1015 1110 107.9 951 98.6 1110 96.3 936 78.9 1110 87.5 922 71.0 1110 80.7 910 59.2 1110 71.3 891 60.7 1110 65.6 BTS 44A fill) 62.7 870 z CR Q N CD
CD
96 in 117.0 975 120.3 872 97.5 975 1015 856 836 975 08.3 JT-3.2 7..5 829 66.0 975 712 817 68.5 975 65.4 007 46.6 975 57A 789 41.8 975 52.3 776 366 975 49.3 W X$Z 0D (D
1081n 821 T71 84.0 696 60.5 771 70.7 686 68.7 771 61.3 54,3 S&I 45.1 771 49.0 655 41.1 7-71 44.9 647 34.3 771 339 632 29.4 771 36.0 621 25.7 771 32A 612 �tit in 75.1 730 71.3 661 63.1 730 65.0 660 S4.1 730 563 49.9 631 42.1 730 45.0 622 77.9 730 41.1 6U 31.5 730 35.6 600 27.0 730 31.9 509 23.7 730 29.6 581 W CM120in 59.9 624 61.0 569 49.9 624 51.2 660 42.8 fi24 44.3 39.2 5M 33.3 624 353 537 30,0 fi24 322 631 26.0 624 27.7 519 21.4 624 24.6 509 16.7 624 225 601 X144 in 34.7 433 35A 400 20.9 433 29A 395 24.6 43325.4 22.0 39S 193 433 20.0 381 17.3 433 18.2 376 U N Q
Y
a� z
Cl)co
>a m€0 O
TABLE 11B
Stbslra(a 27W Cornets 38 Conerele 3.5t C.M. HOUM7 CMU Fi0e0 QdU PT Wood Idetal o o�¢�
Anchor Alrtpr TypC. 3116'Elco 114"Eico 311V DEWa11 1/4'DeWal 5116'Eko 3/76"Elco 114"Cleo 3116'DeWan 114'L7eWalt 1/4"SS Eko 5116'Eko 11r SS Eico r/10 Steil 'J12 Steel x129ted w
Capacity ult-on unman u11-on. UII.Cw. UWmcon Ultracm Liman unman. Unacon. Agg Gaa unrscon Agglecator Screw(W)Scn1w(OS) ScILv(W) PRODUCT REVISED
(Ibs) Edge Distance on), 1^ 2-1I7 1- 2-U7 1" 2-12" 11 2-7rz 3-118' 1' 2•11Z 1' 24!2' 1^ 2-10 1' 212' 7 3-1r8' 2" 0.48 0.54' 0.324` a9 complying with the Florida
Embed-A en) j 4^ 13'4" 13/4- 13IT I-T4^ 1J!4' /�/d" 13/4' 2' 7-1/4^ 1-7/4' 1-1/4' 1-tt4' 1.114' 1-174- 1-1/4' 1-114" 1.114" 1-1/4' 7 ta1' I-w levies Building Code
2 Ancrm Q 4.75'MIn.O.G/51andwd or 0Mwt CBp(Rg,1j 39r ros 390 roG 45D(bs 8901[s 3101os 6W Ibs 22010S 870 lbs 1Sdb lbs 27010s 280 ba 354 10s 740 tbs 23010s 3701tn 3201tx 5w ros 374lba 661 ibs 9461bS 341 16s 4421bs 560 Fos NOA-No. 2QD4D6,�3
4 Arrhas@1.15•Min.O.C./Standard(0r08sol)Cip(Fiig.2j 480 ros 700 iW NIA NIA 320 ros 12601ts 37010s WA NW WA $80 roe NIA 14/A NIA 740 M. N/A N!A NIA MIA WA 682 Its 885IN WNW leXptration Date 05/2612026
4 Amin*@3"Min,0Q/(2)2r5 Angle Clips/(Rg.3): 780 Ms 780 to 680 HIS 15®ibs 620 W5 1260 WAS 440 its 1740@s 1896Ibs 5401bs 560 Ms N/A 7601Is 4r01bs 7401os 6401b5 N®Ibs 748 RS 880105 18921Es 682 Su SM IbS 11271ts PP""
4 Anthets @ 0.54"Min.O.C,I UCep.Into.100"Alum.(Rg,4) NIA 141A NIA NIA NIA NIA WA WA N/A WA NIA N/A WA N/A WA N!A N/A MIA NIA WA WA NIA 126?Its By
1 Ancbal'.20(ag.57 195 Un 195 M4 225Ina 4a5105 1551bs 3151tzs 1100s 435lbs 8721os 133IF 140 Rs 177 Ibs 37011a 1151bs 185105 76A Its 2901bs 1871ta 332 ibs 473lbs 170 ICs 221 Ibs 2B0IDs Mlam Da apro uet Contra
--- -2ArcDos'@ 1.13Min.O.Cl F171p(R0.6)'-240 ros--350 nos--N/A---NIA- -1hU Ins--630IDs -1851b5---N/A--NIA-_ WA_ _790.1bs _N/A_ _tUA_ NIA 37D IOs N!A NfA NIA NIA WA 347 Its 44210s 5W Ibs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
t1211P
FIGURE 1: FIGURE 2: TABLE NOTES:
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES NO SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.-----FIGURE3: ANGLE 3)MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE3CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSi+lu.58705BE USEDSHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _'"+r: c, ,ryIN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOWAND ��FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ,,• OSTA-�BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE : ,n6063-T5ND BEA MINIMUM OFAW'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AN0824" %(C '•.FLOP.(D?;.•'' \_�
• HL 18-1 E • ANCHORS I INTO METAL SHALL STRUCTURAL STEEL
AT LEAST3 SCREW THREADS BEYOND THE MATERIAL 7s, NAL�E� ��
#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR410 S.S. 1.26'X 3.94"X.624' A.LYNN�ILLER,P.E.
MULLION FL P.E.#58705
TABLE 12A
Mullion Capacity Table tbsltt't ANCHOR CAPACITY
Opening Width(far ueNcally-sparotng mtillons)orOpening Height(for horizontally-sparning mWons) ADJUSTMENT FORMULA: o
SO in 60In 70In so in 90In I 100 in 12D in 140 in 1601.
IF
ANCHOR CAP.,,,,,,,,
ReetanguWr 71apRrmg. Retin9tllar TraprMang. Roctorgbiar TraNMarg. RoctargWar 7rap711tarlp. Recanl7nttt Traprrdang• Reclargtdar Tiaplrrtmrg. RmctangWar T/eprTifazg- Roctangtier Trapl7deng. ReclanguWr TraplTdeng. (DP,r,)X(MULLION CAP.�,.,,,N
2 x 4 x.26 Loaning Loadn➢ Loading Lmloig Lmadng Loading Loading Loading Loading L-drg Laadng Loading LOaohg Loadng Loadn9 Loading L adng Loadrg c..
Alum Tube _y y. r a zr g a z• a r r �• .;* =ANCHORCAP.,," S2 rc
.Mullions �� �,9 ag U� Gag a.� a a RE I f a I � $� 2L s �
a 3 t9 0 8 c9 c3 a t3 t3 c3 9 e o 3 q 8 3 a cS 3 a USE THIS FORMULATO OBTAIN N
�� _ �� e � �. � >s. E� ' . �� sa 9� e. �� 1s �� r� �� a- �� �.$ 9� s. �e i � s &� a 59 bL a ❑ ui
" � ` THE"ANCHOR CAPACITY
ill 3 ¢ to
�e� 2- �a� sue, .21 Ems., �o: 11 �rc s1 $� g<. �� sue. d�� s� d�� 1� REQUIRED'CORRESPONDING
TO AN ACTUAL PRESSURE Z F•-
42in 170.o B20 170.0 495 170.0 7M 170,0 <78 170.0 eB8 170.0 509 170.0 892 170.0 619. 170.0 1116 t70.0 527 170.0 1210 170.0 521 170.0 f4B6 170.0 521 17t1.0 1735 170.0 521 170.0 1883 170.0 521 O
REQUIREMENT FOR THE �
48 in 170.0 708 170.0 524 170.0 650 170.0 664 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 Sao 170.0 1700 170.0 680 170.0 1983 MA 680 17MO 2267 1TO.0 680 -.1 0
_ OPENING,WHEN IT IS LOWER
mm 1n 170.0 747 170.0 683 170.0 8% 170.0 631 170.0 1046 17a0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 I-MD 758 170.0 1793 170.0 756 170.0 2D92 170,0 756 170.0 2391 170.0 756 THAN THE MULLION CAPACITY
64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 603 170.0 1434 170.0 837 t70.0 t594 170.0 B58 170.0 1913 1704 861 Me 2231 179.0 861 170.0 2550 170.0 861 (FROM THE TABLE) THE LU 11 p Z
SELECTED MULLION.R WILL m p
60 in 170.0 885 170.0 707 170.0 1063 170.0 787 170.0 1240 170.0 878 170,0 1417 170.0 14 1170.0 1594 170.0 898 770.0 1771 170.0 1'33 t70.0 2125 170.0 1083 170.0 2679 170.0 f083 ifi0.8 2680 170.0 tOB7 YIELD A MINIMUM ANCHOR
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 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 1171 CAPACITY WHICH MAY BE I' Z
USED TO QUALIFY ADDITIONAL ? ❑
66In 170.0 974 170.0 799 170.3 1169 170.0 SM 170.0 1364 170.0 1002 1710.0 1550 170.0 1088 170.0 1753 170.0 1155 170.0 IM8 170.0 1210 170.0 2338 170.0 IM 151.9 2437 170.0 1288 1329 2437 170.0 1286 ANCHOR OPTIONS FROM THE
m
C 721n Me 1083 170.0 878 170.0 1275 170.0 I= 170.0 1488 170.0 1125 170.0 1700 170.0 1228 170.0 1913 170.0 IMS 170,0 2125 t70.0 1387 145.6 2154 170.0 1488 124.8 2184 170.0 1529 109.2 2184 170.0 430 ANCHOR CAPACITY TABLE. � V g � ,�Q
J 76N 170.0 1122 170.0 937 1T0.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.8 1960 170.0 1505 123.8 1960 161.6 1548 106.1 1960 154.0 1635 92.9 JIM 1527 1531 W g666666 Q
5 J
(L
f 781n 170.0 1151 770.0 867 /70A 1381 170.0 11tb 170.0 1611 170,0 1250 170.0 t8d2 570.0 1369 152.7 1861 170.0 1474 137.4 iBe1 163.1 1500 114.5 1661 747.3 1173 882 1881 139.6 1459 85.9 186I 137.6 145q Q � N
901n 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127A 1398 136,0 1198 111.8 1398 f21.3 1179 99.4 t398 110.2 1162 89.5 1398 101.6 1147 74.5 1328 89.8 1122 63.9 1398 82.7 MIS 55.9 IWO 78.9 1096 Z -j ¢ N N
96 in 147.4 12M 161.5 1090 1279 1229 127.8 1079 105.3 1229 111.2 1061 92. 1229 98.9 t044 61.9 1229 89.6 1029 73.7 1229 824 f016 61.4 1229 72.2 993 52.7 1229 65.9 977 <e.1 t22B 62i 9B7 F oZCID J0
1081n 103.5 971 105.8 877 86.3 971 69.0 862 74.0 971 77.2 849 64.7 971 6a.4 837 57.5 971 61.6 825 51.8 971 56.5 616 43.1 971 49.0 786 37.0 971 44.0 782 32.4 871 40.8 771 yj N O QO
III In 95.< 9S9 97.3 892 79,5 919 BI.9 819 68.1 910 70.9 806 59. 919 629 794 53.0 918 58.7 7L4 47.1 919 M.8 174 39,7 919 H.8 7fie 34.1 819 40.2 7d2 29.8 919 ]7.1 732
_ W X
120 in 75.5 T65 76.8 716 62,9 786 64.5 705 53.9 788 65.8 695 47.2 7% 49.4 686 41.9 788 44.4 677 37.7 786 40.5 688 31.6 786 34.9 653 27.0 766 31.0 641 23.6 786 28.4 631 VCD
144 in 43.7 546 142 504 36.d 546 37.0 493 312 548 31.9 491 27.3 Sd6 28.2 4B5 24.3 S/S 25.3 478 21.8 5/6 229 476 i82 516 19.5 484 16.8 546 17.2 455 13.7 516 15.fi 448 (� X Q >
�..N Z �yn
m0
TABLE12B
St,cstrafe 27R Concrete 3k Caxrde 3.5k Com. Hollow CMU NWA
PTWoDd Metal - o o�¢�
Anchor ArcMrTYpe 3'16'Eko 1/4'Eko 3116,Down; 1M"DeWd1 5116"Elco 3119,Etc. 1/4'Eico 3116'DeWaO 114'DeWat 1/4•SS Elm 5116'Ek0 MUSted 012Skel 012 Sled w
Capacity UOracal U87a'm uOram+ UlVacan+ Utlracon Uliracm UOrdtal Ueram+ Ultrzcm+ AggreGatar UOtacon screw(GS)Screv(CS) Scree(G5) PRODUCT REVISED
(Ibs) Etlge Dl5lance MY 11 2-112• 1' 2-V2 1' 2-112 t• 2-7? 3-118' 1• 2-VX 1• 2-17 t• 2-112' 1- 2-t2' 7 3-1/6' 0.48' 0 0.324' as Buildcomping
leg With the Florida
Building Code
Fmtxdnlea MY 1aa• Tara• tala• tala• Isla• 1a1a^ tala• ia/a' 2• 1-va• t-va• 1•va' la/a' 1-va• 1.1ra• t-va• t-va• 1-va• tala• tars• tars' ta1� NOA-N0. 20-0406.03
2AncrOR@4.75-Min.O.C.(StandalorOnSel Clip(Fig.My 3901D5 WO IDS 450IDS 820 tn. 3101DS 6WW 2MIDS 870 IDS 164d IDS 27D IDS 28010E 3541DS 74D IDS 23011E 370 ins 320I15 68D IDS 374 too 6641DS 341 IM 442 IDS 5WIDs
4Anchas@2.68 t'll-O.C.1Stmmrd(Or0➢set)CUp(Fig.3Y 1401DS 7401DS 630IDS 14651bS 62D IDS 12601DS 430IDS 173D IDS 1424 IDS WA ORD IDS NIA 6951ts. 42515S 740 ros 675113 11101DS NIA SW IDS682 IDS 8851bs 1120Its Expiration Dat•05i26/2026
6AMOSQ1.71-Mtn.O.C.I StWilafb(Of OOSet)CUP(Fig.4) 0&51D5 OW 7581D5 19461DS 705IOS 18901cb 608 IDS 25WIDS WA WA 7051DS N/A 799U 5081� 11101DS 6191ts 1473lbs N/A WA10221D5 1327 IDS 168011E
4AMMrsIc]3•MIn.O.0/(2)245Anya Cllps!(Flg.5) 78005 7B W 6801Ds 15B]ID5 6201b5 12601bs 44001s 17401b5 18B61Ds 401b 5601bs NIA 760lbs 4W IDS 74010s 610IM 1160IM 7481DS 8801DS 6821DS 8851Ds 1120IDS HY �
6 AmMmd3•Mtn,O.C./(2)N5 Arge Clips/(Fig.6) 1170Its 117D05 102011E 2340 Ibs 930 IDS MOWS 6601DS 26101DS 28441DS 87 8401bs NIA 11401D5 6901DS 11/01DS 9601DS 17401E 1122 IDS 1320 IDS 2839 IDS 10221D5 13271DS 166UIts Mlam ado Pro uet t•.Ontr
-- - --3'Anchas@ 1.34•Min.O.C-IULUP.W0A25:AIIUr.-(Rg.7Y-NIA--WA--NIA- -NIA---N -N IA- (A-- __tVA--W - -_A_ WA_ _N!A__-t4/A_ _NIA--NIA--VIA- WA_ NIA NIA NIA NIA NIA WA NIA 073i
6AMnas®0.64'Min.O.C./U-Clip,into 12V AUan.(Flg.8y NIA WA N/A 1VA NIA NIA WA ILIA ILIA NIA NIA WA WA N/A WA NIA NIA NIA N/A WA ILIA WA 21 IDS - - _--- - - ----- --
2AICras®2.6e•idht 0.C/FZRp(R9.9Y 370 IDS 370 D5 3151m 74311, 31D IDS 6301DS 213Ibs 86i IDS 712 MS WA 2808E NIA 31816s 27316s 370 ibs ZBOIDs 6551bs N/A 440 IM WA 341 k5 4421D5 560M
3 Archers@1.71•Min.O.C/Frffp(Mg.10Y a431hs 5231cE 9791D5 97316s 3531DS 9451D9 304IDS 1279 IDS NIA NIA 353MS NIA 3391ts 25317 55510s 3091D5 7391Ds N/A N/A WA St1164 66d Ws 840105
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"
- -� • - • •--Id
• • - --
--• --- • ----1)SEE SHEET-1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET-25 FOR INFORMATION ON LOADING.SEE SHEETS 2-0 ----
FOR d.L r(Ir�l_
• • e• • • GENERAL INSTALLATION METHODS. `�`�Cvi`iC'cMgt•'!•/��{��%
FIGURE 5: FIGURE 6: -2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • • • • • .250" _ 4.000" y X.; N0.58705 =
3)MULLION AND MULLION CUPS 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.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE -•p �' •��i
• LOCATIONS. %J"3• •, N
%O� ST TE F (V
FIGURE 7: FIGURE 8: FIGURE% FIGURE 10; ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT % �` ••.FL�RIDA. \�:�
(FIGURES 58fi) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, �SS,� '••••••• NG���
.. he
MUST BE USED ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125"THICK-STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 Y X 4'X.25'MULLION �I �NAL
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYN�i I1M1IltJ..ER,P.E.
.. • THREADS BEYOND THE MATERIAL#10&912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705
TABLE 13A
Mullion Capacity Table 0g37Rr ANCHOR CAPACITY
Opening W(dth(for%ertically-sparrirg mullions)or Opening Haight(for horizoriaGy-sparring mululions) ADJUSTMENT FORMULA: o
50 in o0 in 70 in so In 90 in 100 in 120In 1401n login (DP )X
Rectangular TmyrdMV Rectangular 7rap7rdan9. Rectargrrlar TmpfTdan9. RWWWIer Tnipfrifeng. Rectimadr Tmprif(ang. Rii.W0ular Tmp+fdang. Ractenllular Trep/Tdana. Re-wvelar TwTdang. Rectanguar Tmpfrdmg,
2x6x.26 LWdig. Lawn. Leadn9 Loddng Loafing Loafing Lwdng Lowing Load9g Loaft Loafing Loading L9adtg tnadng Loafing Lowing Loafing leading �i w
Alum.Tuba r r r r r r r r r r r r r r r r r r r r r r Z r r r r a r r r r =ANCHOR CAP.a,
N6461on a m•• .n•• n"� n c m u a.� c '.
s a a a 10-
1i die ri o G_ �°i 9 Yi o ci o i4 c'3 m o u m ri ci u io a ci $m 4) c4 v tS G c°i�• 4i ri o c`Y o (:1 r�`� u v USE THIS FORMULA TO OBTAIN N }
3 t - o- ry` a�, �� h B � S.
� z § �? S o � 5 L. F 6 5 s�g § _� s = 1 o § `2� `'1 THE"ANCHOR CAPACITY n F-
�z �� � a �g �¢ d`a� � � �� d`a ��. a'a� �. - ga �& $ a$ REQUIRED"CORRESPONDING Z y+-
TO AN ACTUAL PRESSURE 0
421n 170.0 820 170.0 435 170.0 744 V0.0 478 170.0 068 170,0 506 170.0 092 170,0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 17D.0 t488 170.0 621 770.0 1735 170,D 521 flo,0 1983 170.0 521 REQUIREMENT FOR THE
40 in 170.0 708 170.0 524 170.0 850 170.0 SM 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 t70.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 1700 680 OPENING,WHEN IT IS LOWER.
THAN THE MULLION CAPACITY =
50.625In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 756 170.0 2W2 170.0 7w 170.0 2391 170.0 75fi 2 V
(FROM THE TABLE)OF THE -�o Z
541n 170.0 797 170.0 812 170.0 956 1T0.0 691 170.0 1716 17Q0 754 17D.0 1275 1T0,0 603 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1813 170.0 681 f70.0 T231 170.0 861 170.0 2550 1T0.0 881 SELECTED MULLION.IT WILL CO O
601. 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 17D.0 878 170.0 1417 170.0 944 170.0 1594 170.0 006 170.0 1T71 170.0 1033 170.0 2125 170.0 1063 V0.0 2479 170.0 1063 170,0 2833 170.0 1043 YIELD A MINIMUM ANCHOR W
CAPACITY WHICH MAY BE
63 in 170.0 030 V0.0 745 170.0 11% 170.0 e60 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1168 17a,0 2603 110.0 1171 170,0 2975 170.0 1171 USED TO QUALIFY ADDITIONAL j Q
66 In 170.0 974 170.0 789 170.0 if69 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170,0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 1128A2166
1275 170.0 2727 170.0 1288 170.0 3117 170.0 f286 ANCHOR OPTIONS FROM THE Z m W
m ANCHOR CAPACITY TABLE $ ap
0 72 b1 170.0 1083 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1226 170.0 1913 170.0 13/5 170,0 2125 170.0 1387 I..0 2550 1486 170.0 2975 170.0 1529 1TOA 3400 170.0 1530 W
J 78 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 WILD 1209 170.0 1784 170.0 1322 170.0 W9 170.0 1421 170.0 2243 170.0 ISM 170.0 2982 6M 170.0 3140 170.0 1694 170.0 35W 170.0 1705
M 781n 170.0 1151 170.0 067 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1042 170.0 1369 170.0 2072 170,0 1474 170,0 23D2 170.0 1584 170.0 2763 700 170.0 3223 170.0 1777 170.0 3583 170.0 1796 J s- O
90in 170.0 1328 170.0 1144 170.0 1694 170.01132a170.0 1859 170.0 t486 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2656 170.0 1914 170.0 3186 125 I66.0 3413 170.0 2273 138.5 3413 170.0 2361 QN86 in 170.0 1417 170.0 1232 170.0 1T00 170.0170.0 1953 170.0 1622 170.0 2287 170.0 1794 170.0 2550 170.0 1%2 170.0 2633 170.0 2095 160.0 3189 338 137.1 3199 168.6 2470 120.0 3199 166A 2428 F<- Z W 1D
O108 in 170.0 15N 170.0 14D9 170.0 1913 170.0170.0 2231 170.0 1870 170.0 2550 170.0 207e 164.6 2781 170.0 2271 14U 2781 161.9 2333 123.6 2781 281 105.9 2781 125.9 2234 02,7 2781 116.0 2190 04m1111n 170.0 1636 170.0 1454 170.0 1906 170.0170.0 2293 170.0 1932 170.0 2621 1'10.0 2149 151.8 2632 1823 2245 138.6 2632 140.4 2216 113.8 2832 166 97.6 2632 115.1 2128 85.4 2632 108.3 20M LU �120 in 170.0 1771 170.0 1586 170.0 2125 170.0164.4 2252. 159.9 1991 135.1 2252 tdt.b 1984 120.1 2252 127.2 1936 ID8,1 2252 11&1 1915 90.1 2252 872 77.2 2252 88,9 1636 67.6 2252 81.4 INS1441n 125.1 1584 128.8 1445 104.3 1564 108.189.4 1584 91.5 1407 782 1586 60.7 1390 69.5 1584 723 1373 82.6 1584 65.7 1358 521 1561 330 M.7 1564 49.2 1305 39.f 1564 44.4 1283 d-N Z U)
TABLE 13B �R
Suhsaatx 27k Concrete 3k Concrete 3.5k Cana Hollow CMU FIIIed CMU Pr Wood Metal "
Anchor 3116'Ec4 IW Elco 3�16'-Walt W-Welt 5/1T Efoo X16'Eko 1/4"Eke 3110'Wait 1/4"DeWalt i/4"SS FJco 5/16'Elm 1/4'SS Ell.
#10 Steel 012 Sled 4112 Steel
Capacity An<tcr Type' U1tr4con Ullmcon Ullmcon+ Ultracon. Ultrdean Ullmcon Ultmemf Ullmmn. Ultmcon+ AggreGolor Uum... Aggravator Screx(GS)Screw(GS) Screw(G5) PRODUCT REVISED
0bs) Edgy Dislarce Un} 1' 2.12' 1" 2-0/2' 1' 2407 1' 24/T' 340 P 2•11W 1- 24r2' t• 2-1/2" 1- 2-1/T Z' 3-1/6- 2- DAW 0.54' a.374' as compiyJring9 with the Florida
Embedment M): 1+V4- 1.Y4- 1.314' 1•&4' i�/4- 1-3W 1.374' 1_W4- T 1-1/4- 1-1/4' 1-19- 1-i/4• 1-i/4• 1-1/4' /-1/4' 14W 1.1/4' 1-iM' T 1.3w I VE lanes Building 11 0
2 Andros@4.75'Min.O.C.7 Slandanl of Ofset C9p(Fig.182): 3901tm 3901bs 450lb. 890 Its 310 Lm 63D lbs 220 lbs 670 lb. 1644 Im 2701bs 280 lbs 354 lbs 7401bs 230Its 370 lbs 320 It. 58010s 374 tbs 68416s B4610s aiI IDS 442Ib5 560IOs NOA-No. 20-0400.03
4 Aretcrs @ 466"Min.O.G/Standard for Met)Clip(Fig.37 790lb3 T601bs 9001bs 1760 0s 6201b3 12601bs 440 lbs 1740Its 32321bs 540 lbs 660lbs 708lbs 1480 Ibs 460 tbs 74010s 640 IDS 11601D5 748 IDS 12721bs 16921b 6821M 865 ibs 1120 lb. Expiration Date 05126/2026
8 Amhcm @ 1.71"Min.O.C.r Standard(or Met)Gip Fig.4):1180lbs 1400 W 1010 lbs 2595 gn 940lbs 25201bs 810 lbs 3410 Its WA WA 9401ta WA 1065 0s 675 ins 1480Its 825lbs 1970 ft WA WA WA 1383 ms 1770lb. 22401bs
4 Anchors @ 3"Min.O.C./(2)2x5 Angle C9ps/(Fig.5} 700lbs 760lbs 680 lbs 15W lbs 6201bs 126D lbs 440 013 1740lbs 1696 lbs 5401bs 5601bs WA 760lb. 4W lbs 740 fbs 6401bs 116011s 7481h', am 0. 1892 lb. 682 it. 885lbs 1120 ibe By L.•^''
e Archon:O V Min O.C./(2)WAngle Ceps/(Fig.61' 15W Itm 1560 lbs 1WO W 31201bs INN lbs 2520 lbs 8801ha 34801bs 37921bs 1080 Ins 11201bs NIA 1520 Ux 9M Ibs 14BO Its 12801bs Z320 IDS 14961bs 176010t 3784 105 1363 0u 1770Ibs 7140 ib5 Miam a e Product Contra
V Anchors Q-u 1,5'Min.O.C./(2)W Argle Gips/(Fig.7L t8601bs 2100 RM 144015s 37601bs 1280 lbs 3780lbs 12M llb 510016s WA WA 1320 lb. WA 1500Ibs 960 IW 2220 fbs 1140lb. 28801W WA WA N!A 2045lbs 26541bs 3380lb.
4Anctwrs@1.WMIn.O.C./LLC9p.Inlo.125 ANum(Fg.8): WA WA WA WA WA WA WA WA -WA -WA -WA- --WA---WA- - WA--WA- MIA WA- --WA----WA - --WA-- WA----WA _1430lbs___ _-
8Alchom @ 0.6e Min.O.C./U-Cip,IMO.126"Alum.(Fig.9} NIA WA WA WA N/A WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2661 IW
2 Amhom @ 4.68'Min.O.C./F-Clip(Fig.10): 3901W 390Its 4501bs 890 0s 3101bs 630Its 220 lbs 6701bs 1616lbs 270 its 2801bs 3541ta 7401bs 2301ba 370lbs 32D 1bs 560105 3741bs 638 ibs 946 Ihs 341 It, 4421bs 560Iba
4 A.N.@ 1,71"Min-O.CJ F-Gip Fig.111: 500IDs 7001bs WS ID, 1298lbv 4701bs 1260 lbw 405 lbs 17051bs WA WA 470 Ite WA 533It, 3381bs 740 lbs 413 lb, 985 lbs WA WA WA 6621bs 8851bs 1120106
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
TABLE NOTES:FIGURE 1:1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 2•�„ 1
-- --_ ---- -- LOADING..SEE SHEETS 2=4 FOR GENERAL-INSTALLATION METHODS.-- -- ---- - - ---- -- `�t ON•{`LYNN A/�///
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •.•' (yCENS�r':�C�
• • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 6,00V' _1/r: No.58705 •��
0 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. .�Q ,�WEU
ANGLE
• • • • • • • • CLIP 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED <(/=
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ' '�•'•
• • • • • • • • 5-7) ��� •'4 ORION••
MUST BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125' / S G
• • • • • • • • USED IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO ////SJONAL�N 1`\\
PAIRS. BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW A.LYI(IN MILLLEI�,P.E.
THREADS BEYOND THE MATERIAL-#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 2"X 6"X.25"MULLION FL P,E.#58705
TABLE 14A lK N
Mullion Capacity Table Ibse ANCHOR CAPACITY
Opening Width(forvelfioa*sperining mt5ions)orOpening Height(for horizontall"perc11tg mi.91orls) ADJUSTMENT FORMULA:
50 in 60.In 70 In so In 90 in 100In 1201n 140In 160 in /ANCHOR CAP„ ,_% ^
Rectangular Trap(Td rg. Reetatgdar TrepTdarg. Pectangular TrapTdang. Regargr9ar TrapTllang Rectangular Trapl7darg. Rectatguhar Treprrrlarg ReetaniNn Ttap/Tnarg. Rectangular Trapntleng. Rectangular TwpTdatg. (D�)X IMULLIONCAP.,,m„„,J
4.26"x 211" LoarUtlg Im8n9 Loafing loading Lwdhv � LoarHrg Loading Loading Loadag toadim Loadm Loading Loading Loading � Loft Lmdng Loading L4adirg c2
x.126"Alum r a a a ,oA a 2> z. a z• a 2> �• a �• zr ,•, a a =ANCHORCAP._
Tube Mull ' ;,s a� s $� � $ a"
� � � � � � s $ ads N
USE THIS t� �� r sgm g §g THEANCHORCAACffYULATO BTA1N iva 0 °Wa
ga $ s� d� �$ da� �Z�. d�a� �. d �. a� fa d� 2 REQUIRED"CORRESPONDING Z F
421n 144.2 526 197.0 420 120.2 SM 148.9 419 103.0 526 138.9 414 90.1 528 134.6 411 80.1 526 134.1 411 721 WS 134.1 411 60.1 528 1341 411 51.5 526 134,1 411 45.1 528 134.1 471 TO AN ACTUAL PRESSURE tY
481n 96.6 403 108.0 333 80.5 403 04.7 3-4 09.0 403 86.4 320 604 403 81.4 317 53.7 403 79.1 315 4a3 403 711A 314 40.3 403 78.6 314 34.5 403 7&6 314 30.2 403 7e6 314 REQUIREMENT FOR THE „Jj =
OPENING,WHEN IT IS LOWER 0.'S Z
60.625 In 823 392 91.0 301 6fl6 362 79.3 294 Sell 362 71.9 289 51.5 362 67.2 286 457 362 64.6 284 41.2 362 63.6 20 34.3 362 63.5 283 29.4 362 835 283 25.7 362 63.5 293 THAN THE MULLION CAPACITY
541n 67.6 318 74.1 267 565 318 642 261 4&5 318 57.7 256 47.4 318 535 253 37.7 3% 50.8 250 319 318 49.5 249 2&3 318 49.1 248 242 318 491 248 21.2, 318 49.1 248 (FROM THE TABLE)OF THE W O Q
SELECTEDMUWON.ITWILL co
F 601n 49.5 268 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.8 258 37.2 207 27.5 258 34.9 204 247 258 334 203 206 258 32.2 201 17.7 258 32.2 201 15.5 258 3Z2 201 (D
j YIELD A MINIMUM ANCHOR {- (� W
63 in 42.7 234 45.6 200 3S6 234 39.1 195 30.5 234 34.7 192 X7 234 31.6 189 23.7 234 29.4 188 21.4 234 2&0 184 17.4 234 26.8 183 15.3 234 26.5 183 134 234 26.5 183 CAPACITY WHICH MAY BE W Z
661n 372 213 39.4 183 31.0 213 337 179 265 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 1fl8 213 237 169 1&6 2t3 22.2 167 13,3 213 220 166 11.6 213 220 166 USED TO QUALIFY ADDITIONAL 0.
Z (ni �. W
ANCHOR OPTIONS FROM THE
721n 288 1 179 30A 155 23.9 179 2S6 152 204 179 225 149 1Z8 179 20.3 147 15.9 179 18-7 145 ANCHOR CAPACITY TABLE J a0
761n 24.3 161 25.4 140 203 161 27.8 137 174 161 19.0 135 15.2 161 17.0 133 o �¢
78in 225 152 23.5 133 18,8 152 19.9 131 t61 t52 i7.s 12B 1--• 04 04
Z 7 Q (0
N
TABLE 14B N X�p�ac a0
&ubclrele: 27k Owmte 3h C-ta 3.5k Coo. H49mv CMU Filled CMU PT Wood Metal F 1 a 6
Anchor 3/10 Eko 1/4`Ell co 3116"Nvftlt 114°NWall 5116"Elm 3115'Elm 114"Elm 3116'DeWa9 1/4'Di Mlt 114`SS Elm 5116"Elco 114-SS Elm 910 Steel 612&(�612 WNAnchorType:Capaoily Ullraeon UlBacan Uileon* Uttracon4 Ultracpn Ulirecon UI68Con UIUaCom UIICpO' AOpreGator Uttrecan A09reGator Serra(GS)ecnaw( R' X(lbs) Upe C%tnm(in) 1° 2-17L° 1' Mir 1° 24W 1" 2.1/2" 34/8' !` 2-1/2" 1' 2-tP2" 1° 2,10 1' 2.1w 2` 3-1 T 0.48° 0.54 (0Ernbenmad(in): 13W lT4" 1-3f4' 13W I Ve 13l4" 13/4' 13/4` 2' 1-V4" 11f4' t-114" 1•t(4' 1-1l4• 1.1(4" 1-t74' 1.1F1" 1-i/4' i-7l4' 2' 1JI8` /•3!e 0
4priehm @3'Mm.0.C./(2)2c5Angie C9ps1(Fig.1): 780 Ibs 780lb. wo lbe 1560 iha 620 Its 12801bs 4401be 1740Mb 1896Poa 540IM 560lba WA 760 me 460 U. T40 lbs 6401ba 1160Iba 7481be 8801ba 18921hs E821be 9fl5los 11201Ds n.ST Z rO..CO
d ��
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0406.03
Expiration Date 05/26/2026
TABLE NOTES: By �,.✓.,
Mlam Dade o not ontro
-------- - - -- - -- ----- --------1)SEE SHEETA-FOR-INSTRUCTIONS ON USING THE TABLES AND.SHEET 25.FOR INFORMATION ON LOADING.__-__
1266"� - - -- - - ---------- --- -
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR 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. 2.116"
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
t1;111/l:r
ANGLE CLIP MUST BE USED IN-PAIRS .125"
- -- --------- --4)SUBSTRATESrCONCRETE SHALL-CONFORM TO-AGI-301-SPECIFICATIONS:HOLLOWANDGROUT-FILLED
CONCRETE BLOCK UNIT
OD SHALL BE PRESSURE-TREATED
YELLOW SOUTHERN PINE CWITH AN SG OF 0.55.ALUMINUM SHALL 6E 6063-T5 AND BE A MINIMUM OF 125" i Ca�,r' 1?C.Cfd• ���C��.
Sg'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26"X 2.11"X.125'MULLION
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _-�-; No.58705
THE MATERIAL.010 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. -
��Q�•, STATE OF
`s '.:�Z GRID?..•'G���
A.LYNh*LC t,P.E.
FL P.E.#58705
TABLE 15A
Mullion Capacity Tablo(fbellt) ANCHOR CAPACITY
z
C o
Opening Width(forvertically-spandrg mulfions)or Opening Height(for horb)rlhiliWarving mfiions) ADJUSTMENT FORMULA: �
50 In Be to 701n 80 In 901n 1001n 120In 1401n 1601. rANCHORCAP.,,,m,,,,, �w
Rectangular Trep'Tlan9. Racten9War Traprtdarg, Ratangular TrayTdzng. Rectatlgular T p/Tdang. Rectall9dar Tmp U 2. Rectw guier TtaplMase. Rectengoler Tmp/Tdeng, Reetangular Tr4plTden9. Rectangular TmPM.9. (DP-)X`MULLION � g'
3.25"30 Lowm9 tnaf411g Loedtl9 Loafing Loading Loading Loafing Laadine Loadlrg Leasing Loafing Leading Laadn9 tDe®n9 LoadMB loadln0 Los®rg I.oar9n0
DEC,AL �_ r r r r _ a p r r . r r r r z r r r r a a =ANCHOR CAP,,,.,
BAYMULL 3 G.. a '�& a a.. a.. .-- �$• '� o a
T N O W
ci USE THIS FORMULA TOOB OBTAIN 8
€ a$ 0 8 8 1sE
THE"ANCHOR CAPACITY fA
�>§ REQUIRED"CORRESPONDING Z F-
TO AN ACTUAL PRESSURE 0
42N 170.0 620 170,0 4J5 t70-0 744 170,0 470 170.0 80 170,0 SD6 170.0 992 IM0 519 170.0 1116 170.0 521 170.0 f240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 1T0.0 521 J
REQUIREMENT FOR THE 1 _
48 in 170.0 708 170.0 624 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 1522 ISM 170.0 680 130.5 1522 170.0 680 114.21 1522 170.0 680 OPENING,WHEN IT IS LOWER =1 U
50.625In 170.0 747 170.0 563 170.0 We 170.0 631 170,0 1048 1 170.0 684 170.0 1 1195 170.0 723 170.0 1345 170.0 747 164.2 M43 170.0 756 136.0 1443 170.0 750 117.3 1443 170.0 756 102E 1443 170.0 756 THAN THE MUWON CAPACITY
(FROM THE TABLE)OF THE W o Q
54 in 170.0 797 170,0 612 170.0 ash 170.0 691 170.0 111E 170.0 754 170.0 1275 170.0 803 180.4 1353 170.0 837 144.3 1353 170.0 ash 120.3 1153 170.0 fief 103.1 1353 170.0 881 902 1353 170.0 881 SELECTED MULLION.IT WILL ? M
60 In 170.0 885 170.0 701 170,0 1063 170.0 797 167,0 1218 170.0 878 146.1 1218 170.0 944 129.9 1218 159.9 M6 116.9 121E 152,1 924 97.4 1216 146.1 913 83.5 1216 146.1 eta 73.1 1218 145;1 913 YIELDA MINIMUM ANCHOR F- W
CAPACITY WHICH MAY BE W Z
631n 170.0 930 170.0 US 170.0 1116 170.0 850 150.2 1150 16&8 933 131.4 1150 163.0 914 116.0 1150 141.9 898 105.1 1150 134.2 685 87,E 1160 126.7 871 75.1 1160 126.2 870 65.7 1160 126.2 870 USED TO QUALIFY ADDITIONAL EL$
Win 170.0 974 170.0 789 152.4 1048 165.8 881 1130.6 1048 149.6 864 114,3 1048 133.1 850 101.6 1048 123.4 839 91.4 104a 116.6 SW 762 1048 109.4 821 65.3 1 1043 108.2 818 57A 1048 1082 818 ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
e 721n 140.6 080 147.9 764 117.4 SW 126.0 748 100.6 880 110.6 734 58.0 8W 100.0 722 782 880 920 712 70.4 880 88.2 703 58.7 880 79.2 693 50.3 880 78.5 6w 44.0 880 16.4 686 -1 �Q
J 78 in 119.7 790 125.1 00 99.8 790 1 106.4 676 85.6 79D 93.3 663 74.8 790 832 652 1 66.E 1 190 MS 643 W9 790 1 71,7 f327
79D 95.1 624 42.8 790 621 619 37A 790 61.5 S17 Q
"e 781n 110.5 750 115.5 647 82.3 750 98.1 644 79.1 750 85.9 632 692 750 77.1 621 61.5 750 70.E 612 S5.{ 750 65.7 750 50.4 594 39.E 750 56.2 688 34.E 750 65.5 588 Z Q N N
90 in MI 563 74.4 600 60,1 SO 6Z9 491 51.5 553 54.6 483 45.1 50 48,9 475 40.1 50 "A 468 36.1 563 40.9 50 362 452 26.5 50 33.3 445 22.5 50 31.8 442 ¢ z W~ We0096 In 59.4 495 61.1 443 49.5 495 51.5 435 424 495 44.8 427 37,1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 495 29.1 400 21.2 495 26.6 394 18.6 495 250 390 to W 3
108 in 41.7 391 '42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 27.E 337 232 391 24.9 333 20.9 391 22.8 391 19.7 321 14.9 391 17.8 315 W 0
111 In 36.4 370 39.2 375 320J70 33A 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 12.8 318 192 3T0 20.9 370 18.1 305 0 y
120 In 3D,4 317 3D.9 2a9 25.3 317 26.0 284 21.7 317 22.5 180 18.0 317 199 276 16.9 317 17.9 273 (,) M Q O O
144 in 17.E 220 17.8 203 CL Z 00 s'co
co
,0
TABLE156_ H
Substrata: 2.7kConcrele 3kCarwrole 3.5kCor.. )1ollowCMU Fdledco-4u PT Wood Motel PRODUCT REVISED
Anchor 3178'Eko 114•FJco 311T Dewalt 1141 D.Wat1 5116•Me. 3'181 Else 1/4-Elco 3116•Dews 1/4'D.Wa11 114'SS Fit-5/16•Else 1W SS Eico 010 Steel #12 Steel 412 Sf f as OomplylnB With the Florida
Capacity AnctwrTyoa, NI- (dtmcon Ulheeon. Ultmeonl UOracon Ultracon Wrem Mrsc- Ultmeon. AggmCator Ultracm AggleGatot Scm (GS)Be-(GS) 8e_(W Building •
(Ibs) Edge Distance On}�Ib.s
2-1re 1• 2-tI2 1' 2-i1T P 24? 3.1/8• 1' 2.10 1' 2d/21 1' 2-172• 1• 2-1m 21 3l1T 21 oA8• 0,54- 0.3241 NOA-No. 20-0406.03
Embeomenl(In71-3/4' L3/4' 1�14• 1-3W I 1.3/4' 1.974• 1314' T 1.114' 1.114• 1.114" 1.114" 1-1/4' 1-1/4• 1.114" 1-114• 1.114• 1-a/4' T 1 w 1-3/a• +cedes expiration Data 05126/2026
2 A-hors Q 5'Min.O.C,1(2)2c5 Angle Ceps'/(Fig.1): 90 lbs 45D Ibs 690 ibs 310 lb. 630lbs 220lbs 870lbs 170010s 2701bs 28D ibs 3541les 740 lbs 2301bs 370 Its 328 Ibs 580lbs 374 Ibs 72D Ibs 9461b. 341 Ibs 4421be 56D its /T-
4 A1xha6(g 3.T Min.O.C./(2)2cS Angle Clips/(Fig.2): 60 Ibe 790lbs 16701bs 6201t5 1260Ibs 4401bs Mi.)ibs 2525 lbs 54DIM 660ibs NIA 1120Ibs 460Ibs 7401bs 640 Ibs 1160 ihs 748 Ibs 8801bS 18921bs W2lbs 885 Iba 1120ft6 Anchors@271'Min.O.C.!(2)2[5A1gIe Cllps I(FIa 37 120 Ms 958105 7?.461bs 9301bs i8901bs 6481tR 2598105 .54 lbe WA WIbs NIA 10591bs S. 1M. 67916s 1.lbs WA 132A Ibs WA 10221b5 172T Ibs 1680ms Miam Da a Uet ContYo
FIGURE t:
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, 11 i 1 I I I I
------ - - -- -- - ___ _ ________----- -- - ---- -
3j MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHE 21-23. .125 \`\���-`V-LYNN �7�---- -
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 30= '�`CO•(}CENSC /<<��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `��.•' '•,(n�%
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" _ No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE-PRESSURE-TREATED =
• • ® • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.12S' -"O '.
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18GAUGE).STRUCTURAL STEEL TO BE AT 301 gqy ��Q $AT OF •�"
LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION
• • THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-BS.S•OR 410 S,S. ••°4ORID✓.••;G\?:'
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �771S�C�1NAL
A.LYNNbhILLLi3 P.E.
FL P.E.#58705
TABLE 16A
Mullion Capacity Table tba/R h 8
ANCHOR CAPACf1Y
Opening Width(forverlicall,sparxlirg millions)or Opening Haight(tor torimrta"arving millions) ADJUSTMENT FORMULA: F
5o in 801n 701n 80 in g0 in t001n 110 in 140In 180lot ANCHORCAP..,., }4�
Recfarr0uier Trap7Tdazg. Realargular Tiaplyderg. Rectangular Trap!Trinp. Rectangular Ttap/Tdarq. Roo, Vwx 71AMmg. Ractenguler TraliMang. Raclarpular Trapflifung Rectangular TrspRdazlq Rectangular Tlap?dang. (D�)X( ) v Sj
MUWON CAP.,,Q„„,
3Zb'46 Loading Loading Loadng Lxsdng Loa®ng Loading Leading Loar6ng ;loedin9 Loading Lowing Loargng Loading Lnedrg Loadn9 LoaEn9 Loa6lg Loading
DEG.AL g -^ r r r z a r r p .•. a r r r a �• t , z- r r r r z r r A• =ANCHOR CAP.,,,
BAY MULL a a� & �� m $ a s s a A8 aE g $ m 1 a mG - w
u ci cT e rT cR< coo u c9 o r c�a r:>a r3 a u r� 6 le u c3 3 v cT v ci rR 9 ci 4i o S v H v )3 9 USE THIS FORMULA TO OBTAIN O w
as s� €� s =_ sP s� s� �c g ge �� " a� is s sF s� s e o� s � a
-fi 3 § 3- �a 11 3 5 3 fr 5 3 '�. THE'ANCHOR CAPACITY W }
a '�, $aR g ¢� a rr g$ d` f'� d`a� - �� 1 �'B H �'8 � � z REQUIRED"CORRESPONDING Z 1-
r, G g a s o G TO AN ACTUAL PRESSURE Q
42in 170.0 6M 170.0 435 170.0 744 170.0 478 170.0 8W 170.0 506 170.0 992 170.0 518 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170,0 521 170.0 1735 170.0 521 IeO,3 1871 170.0 521 J O
REQUIREMENT FORTHE
481n 170.0 708 170.0 524 1M.0 850 170.0 SU 170.0 992 170.0 e30 170.0 1133 170.0 661 170.0 1275 170.0 On 170.0 1417 170.0 WO 163.7 1037 170.0 WO 140.3 1637 170,0 680 1226 1637 170.0 680 OPENING,WHEN 1T IS LOWER 7 =
THAN THE MULLION CAPACITY
50.625 in 170.0 747 170.0 583 170.0 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 14B4 170.0 756 147.1 1552 170.0 756 126.1 1552 170.0 756 110.4 1552 170.0 756 a Z
(FROM THE TABLE)OF THE W o Q
54 in 170.0 797 170.0 612 M.0 650 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 603 170.0 1434 170.0 837 1652 1455 170.0 856 129.3 1455 170.0 861 110.8 1455 170.0 601 97.0 1455 170.0 861 SELECTED MULLION.IT WILL M
601n 170.0 885 170,0 701 170.0 1063 170.0 797 110.0 1240 170,0 878 157.1 1309 170.0 044 139.7 1309 170.0 996 126.7 1309 163.5 994 104.8 13M 167.1 082 89.8 IWO 167.1 982 78.6 1309 157,1 982 YIELD A MINIMUM ANCHOR )... ( W
63 in 170.0 1930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 142.5 1247 164.5 963 128.7 1247 152.8 085 114.0 1247 144.3 9$2 05.0 1247 1302 036 81.4 1247 135.T 935 71.3 1247 135.7 935 CAPACITY WHICH MAYBE W Z
USED TO QUALIFY ADDITIONAL
88 in tt0.0 974 170.0 789 170.0 1169 170.0 903 148.4 IWO 163.7 965 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 88.6 1190 119.5 898 74.2 1190 118.1 803 e4.9 1190 118.1 893 ANCHOR OPTIONS FROM THE Z W g m W
0 721n 161.6 1010 169.8 877 134.7 1D10 144.8 859 i1S4 1010 1272 B42 i01.0 1010 114.T 828 69.8 1010 105.6 817 80,8 1010 98.8 807 rS
7010 90.8 785 57.7 SOfO 87.8 780 50.b 1010 87.7 7B9 ANCHOR CAPACITY TABLE j = go
761. 137.4' 906 143.8 7B2 114.5 SW 1220 775 98.1 806 707.1 781 85.9 906 96.2 749 76.3 906 88.2 738 68.7 906 823 729 908 74.7 718 49.1 906 712 710 429 808 70.8 708 Q ^� U
N78 in 127.1 881 132.5 754 105.9 M1 712.5 738 80.8 861 885 725 79.4 Bill 88.5 713 70.8 861 BtA 707 63.8 861 75,4 696 8B1 68.1 881 45.4 861 84.5 675 39.7 881 63.7 672 ~ Q ¢ N N
90 in 82.7 646 85.4 574 68,9 W 72.1 6% $9.1 64W 6 629 554 $1.7 646 56.1 545 46.0 1. 50.9 137 41.4 60 47.0 630 WB 41.6 519 29.5 646 38.2 511 25.9 648 36.5 507 Q m Z W� "O9w in 68.2 568 70.1 508 58.8 568 59.1 499 48.7 588 S1.M1 *27.6425
483 37.9 568 41.4 478 34.1 56B 38.1 470 SW 33A 459 24.3 568 30.5 462 213 M 28.7 447 1A W 8 �w o a1081n. 47.9 449 4a.9 40 339.9 449 41.2 399 34.2 449 35.7 387 211.8 449 Z8.6 382 23.9 449 20.1 377 449 22.7 368 17.1 449 20.4 361 15.0 449 18.9 356
UJI
111 in 44.1 425 45.0 30 38.8 425 3T9 370 31.6 425 32.8 1 367 24.5 425 26.2 n__221 425 24.0 358 184 425 207 360 '158 425 18.6 343 S2 21201n 34,9 354 35.5 331 29A 364 29.8 32B 24.9 384 26.8 8 317 19.4 384 20.6 17.5 364 18.7 309 V LO Q
Win 202 253 2r1.4 233 16.8 251 17.1 230 U) O
D Z rp o
TBLE 16B
Subabatat 2.7k Comiete 3k Concrete 3.Sk conc. Hollow CMU Filled CMU PT Wood Metal
Anchor 3116"rlw 114"Eleo Y16'DeWait 1/4•DeWalt 5119-Eke 3/16,FJco 1/4'Elco 3116'De Wall 114'DeWell 114"SS Elco 5116'Elco 114'SS Elco MO Steel 912 SlerJ #12 Steel PRODUCT REVISED
Capacity A�tror type. L".cm Ultracon UBracon� UOracont U9raeon Lillie
Vltmcon Ultracom Ullracon* AggieGalor Ullmcon AgB,eGelor Suew(G5)Screw(GS) Screw(L1� a5 complying with tho Florida
Building Code
(Ib5) EEge Drstance(in): 1' 2-1? 1' 2-fYt" 1' 2-t1T 1' 2-t? 3.116` 1' 2-1/2 t' 2-12' 1" 2-1? 1" 2-t? 2 3-1B' 7 OAV 0.54' 0.324' NOA-No. 20-0406.03
Embedment 9n): 1.3/4- 1.314" 1314' 1314' 1374' 1.314' 13!4 1-3/4' Z' 1-114' 1-1/4" 1-1/4' 1.114" 1-1/4- 1.114' 1-U4' 1-Sf4" 1.1/4' t-1/4' 2- 13/8' 131w lades
2Anctgrs@5'Min.O.G!(1)2r5'Angie C9p5/(Flg.1): 39D lbs 390IW 450 Ibs 690lbe 3101t$ 6Wlei 2201bs 870 On 1700Ibs 2701bc 28011a 3541bs 740 JIM 2301bs 3TOIbs 3201bs 58016s 374 R¢ MMrs 948lbs 3411ba 442lb. SWft Expiration Date 05/2612026
4 Anchors(g 3.5-Min,O.C.I M 245 Angie Clips I(Fig,2): TOO lbs 7801bs 7DO lbs 16701bs 620 @s 12601ba 44016s 1740 lbs 2525 @s 5401be 580lbs NM 11?O lbs 460 @a T401hs 6401be 1160 Ibs 74a to. am IM t892lbs 682lb, 886lbs 11201ba
By
6 Archors®2-71'Min.O.C.1(2)2x5 Angle C8 f(Fig.3} 1120 lbs 112D tos 956 lbs 2246lbs 9301D5 1890165 - Iba 2598Iba 715416s WA B401be WA 105916s 8481ba 1710109 8791Ds 7'7810 WA 132D ft WA 10221bs 13Z7 io9 1680 9w
Miami-Dodo 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 24 FOR GENERAL INSTALLATION METHODS,
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1(i i l i 1 f ,
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. n.Y 'A
..,,.......�l/ i
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45" -' I
• • • s ��.• cers�''•
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �;:• •,f�
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.259' _;rT;' No,56705 Y
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND SEA MINIMUM OF.125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ••. �-
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45'BAY Or'., 1TE OF :(J
• a THEMATERIAL#10ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR410S.S. MULLION i�`s••,;°(OR(Or,.-''�\��
ANGLE CLIP(FIGURES 1J)MUSTBE USED IN PAIRS. !7 �
A,LYEJFf hhlL!1!� ,P.E.
FL P.E.#58705
-i 1.000" f-- -1 1.000" r--
Z
-{ 1.000" I---1.266.1
� � F
.125' m
a.315'
25" Ir 8
.125" '. 2.750° 2,75D" .125" 3.125 .125" 3.18B" I �;
125"
2.000" 2000° .125' N
2.116'
265" "I
.125" 650• .125" O s W 375" .500"
f 7 f -f F .900" F J N
1"X2"X.125"MULLION 1"X2"X.375'MULUON 1"X 2.75"X.376"MULLION 1"X 175'X.650"MULLION 1"X 3.125"X.5'MULUON 1.25"X 3.18VX26V MULLION 126°X2,11"X.125"MULLION
6063-176 ALUM. 6063•T6 ALUM. 6063-TB ALUM. BW3-TB ALUM. 6063-TBALUM. 6063•T6 ALUM. 6W3-T6 ALUM. m =
XSECTION XSECTION XSECTION XSECTION XSECTION XSECTION XSECTION LU Z M co
m
o (9
CO z
'1II� �11I' TABLE A w m =
STANDARD CUP I I 2
6063-T6 ALUM. 60 6063•T6 ALUM.ANGLE CUP Dimension Value(In) For Mullion: Q. o
X-SECTION U•C
2.000" 2.125" LIP 2.000" X-SECTION � A 1.625 1"X2"X.125" Q Q.2 V•' o
I I 6063-T6 ALUM.
.125" XSECTION .725" B 2.854 Aluminum Z U Q o1 ro
C 0.895 Tube Mullion Q Z
.125" D 0.740 Co Q o to
J
--I.740"I„- A 1.125 U3 "
1"X2"X,375" W
5.500"
" B 2.404 Aluminum
CUT HERETO .375" C 0.635 1=
.375" 3.125 -{_CREATE IF-CLIP.SEE r MIN. S.QOD" Tube Mullion V a 7 yy
MIN. DETAIL F.SHEET4 + .375"MIN. D 0.490 Z
.338"MIN. A 1.875 A
mO
r-------� r--------1 ---- 1"X2.75""X �.- .,''-----------------
IA t U-CUP A -F -----_
L--------I 6063-T6 ALUM. �- *TubeM llion N ��
�- -------------------' 2X5 ANGLE CUP C 0.757
_ TOPVIEW Tube Mullion
6
0
6
3•TB ALUM. D 1.118 PRODUCT REVISED
TOPVIEW as comPlyin with the Florida
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1,312 1"X2.75"X Building Coda
6063-TB ALUM. DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE NOA-No. 20-0406.03
Z-.-T.-'.R,.:
OANCHOR HOLE MUST LIE TOPVIEIN CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHORB 3'000 .650"DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116'. C 0.476 Aluminum Expiration Date 05I26I2026
SHEETS 5-17 FOR THEANCHOR D.C. WITHIN THE DASHED Tube Mullion
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0.836 By
DIAMETER:ANCHOR DIAMETER+1116". SHEETS 5-17 FOR THE A 2 000 Minmf-Cade Produet Control
--- ----- -- - - ANCHOR.O.C•_ TABLE B
DISTANCE MAXIMUM B 2:637- -1"_X3.125"_X _-
ANCHOR HOLE Mull Dimension sheet PGT Part# .500'Alum
5.600" .375" ( C 0.863
.375"_ MIN. DIAMETER:ANCHOR Mullion Std.Clip OftsetClip U Cilp Angle Clip Tube MUII
DIAMETER+1l16`. D 1.137
MIN. 1"XZ"X.125"(5) 66605 666113M 6661118M 666243M 666511M A 2.625
1"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M B 3,262 1.25"X 3.188"
I 1 X.265'Alum
I I 1"X 2.75"X.375"M 66607 666115M 6661120M 666245M 666513M C 0.862 Tube Mull 111 I I i t 1 r
1 -- -�------ ----T--- - ---- - ---- --1"X2.75"X.650"(8)--66608-666116M--6661121M -666246M- -666514M--- ---D----1.762- --
I
1 r--- --- D I 1.28"X2.11"X _ •� 1r
I I - i I 1"X3.126'X.500"(9) 66637M 6661116M W61114M 666242M 666515M 1 ••'•
A 1.813 121"Alum
I i 1.26'X3.1W'X.266'(12) 66641 6661117M 6661113M 666241M 666516M Tube Mull _ No.58705
1.26"X2.11"X.125"(18) 69370 NIA NIA N!A 666517M
C 7OFFSETCLIP NOTES:
Gj1`'
6063-T6ALUM. O TATEOF1 .
TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. : � •:`,LORID.P. G\�.
740 2)SEE SHEETS 5-9,12&16 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. 7�isjjCNAL 1GC�
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN MILLER,P.E.
FL P.E.#58705
-"•� 1.000" f- -`j 1.000" r-- 1.062°--1
..06221
.125" .0.1w2
5," "
`�" I
.125' D P4.00
4.000' 4.000" 2625" 2000" III
-211I12 5"6
XE U-CIP
2.W0" 2X 5 ANGLE CLIP
,125" fi L 6 ALUM.
I F.125" XSECTION S CTION ,125" N8
0 z N.311 2 � 0 �
�O
_. lj
12 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J U)
.$75" •155" $75" DASHED BOUNDARY.SEE SHEETS ID-20 FOR THE ] CO
ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR LY y
HOLE DIAMETER:ANCHOR DIAMETER*1/16". m p o F-
1'X 4"X.125"� 1' W X 4'X.375" 1"X 4"X.375" 5.500" inco O CO)
MULLION MULLION 'T"-MUWON -6.000" � Z c W
6063T6 ALUM. 6063T6ALUM. 6063T6 ALUM. 3125" CUT HERE TO 375„ 375" r Q rO Ur
X-SECTION XSECMON XSECTION '375" -�'�_CREATE F-CLIP,SEE MIN. In
MIN, DETAIL F.SHEET4 rt 7 Z Q
oM.v on 1.250" .375" Z W .._
1.694" 9AoragY 1.59r, 1 ---------
uu r--------1 r-------r CENTER OF r--------- - , .375' - �G E
vrRson I I I I I ANCHOR HOLE I I MIN.
I I i i I MUSTLIEWITHIN a aaZ
THE DASHED N
1 I I I I I BOUNDARY.SEE I i l- U
I I I I F SHEETS 10.17 I I Z Q ¢ N N
FOR THE F 1---------•----I
I I i I I 1 FQ•. Z y Z 00 m
1 I i I ANCHOR O.C. I i CO
1�" 3,94° I I I I I F DISTANCE.
W O
3.250" .100" 3.250" I A CHO HOLE 1
.100" I I I I ANCHOR
I ----I U Q Q O
__-__-J I I"--.------J L------------
.100" ,624" DIAMETER+1116'. _---- Z 0
B'24 co
2X5ANGLECLIP mO s:0
,820"' ,820° STANDARD CLIP U-CLIP 6063T(ALUM. ll'm0
1.250' -�' 6063-TB ALUM. 6063-T6 ALUM. TOPVIEW
1.250" CENTER OF ANCHOR HOLE MUST
--1 .820" (-- TOPVIEW TOPVIEW PRODUCT REVISED
1.25"X 3.25'X.100' 1.25'%3.25•X.624` WITHIN THE DASHED BOUNDARY.SEE
MUWON MULLION 1,25"X 3.94'X.624' SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT, as complying with the Florida
6005-TS ALUM. 6005-TS ALUM. MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dimension Value(In) For Mullion: Dimension Value(in)For Mullion: Building Bode
fi005-T5ALUM. DIAMETER:ANCHOR DIAMETER+1/16". NOA-No. 20-0406.03
XSECTION %-SECTION F 1.938 1.25"X3.25"
XSECTION G 1.000 .126' G 0.500 X.624" Expiration Date 05/26/2026
H 2.680 Aluminum H 1.438 Aluminum _- -
3.469" 5.500"� g .
--S I 3.000 Tube Mullion 1 3.250 Tube Mullion Y
2.661" VAL
I .375" .375" F 3.187 1`X4'X F 2.625 1.25'X3.94' Mlami-Dade Product Control
- -
MIN. __0.757--.375- G 1.125 X.624'1 --H Z430 Aluminum H 1.500 AluminumI 3.000 Tube&'T' 1 3.250 Tube Mullion37
IF 2250 1.2SX3.25" F 2.813 30°Ba Mull
125" G 0.750 X.100' F 2.875 45'Ba Mutt
.125" 2.250" 1 1 1 i ' 1 I H 1.500 Aluminm
30=.rt1 3.250 Tube Mullion
---- ----- -3.250"45°BAYM ___30'BAY MULLION 8083-TB �___ � PGTPett#MullDimension Q•... ....6083T6ALUM. I XSEC sheet
X-SECTION ( Mullion Std.Clip Offset Clip U-Clip Angle Clip .>,• 1.1 SE '• t��
G OFFSET CLIP 1"X4"X.125"(W) 69364 665111M 6561122M 660241M 66651BM �z.'• '��.i
f _y¢ No.56705 .
7 .125" 6063TSALUM. 1"X4"X,375°(11) 66610 666112M 66fi1123M W8242M 666519M
•226"� •981""4 •7�"� TOPVIEW 1'X V X.37S'1"(11) 66853 666112M 6NI123M 6662A2M 66019M
NOTES: 1.25"Xa25"X.10W(13) 20160120312 6661127M 6661124M 6662410M 6665115M
1.25"X3.25"X.624"(14) 20161120315 6661128M 6681125M 6682411M 6665116M :0,,�'•, ST Tc F \.,V
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25"X3.94'X.824"(15) 20162 6881117M 86fi112fiM 666241M 686517M %C�s• �f OR'.DI*,• ���
2)SEE SHEETS 10,11,13-15.19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66&f9 WA NIA WA 6665110M ��QI\rj1A
3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 68850 NIA WA WA W65111M A.LYNNr MI�LtR.P.E.
FL P.E.#58705
TABLE E
Mull Dimensfon PGTPart# 3
(sheet0) Mullloo Std.Clip U"Clip An Clip I r-•125" J
2 X4"X.25"(16J 86602 6B6281M 666271M 6685112M2'X6'X.25"(17) 66604 686282M 666272M 6665113M STANDARD CLIP U-CUP 2X5ANGLECUP pi6063-T6 ALUM. 6W3-T6 ALUM. 6063-T6ALUM.2.000" XSECTION 2.125" XSECTION 2,ppd� XSECTIONNOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING '125" I Aw I •125' 3}DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1� t 00 N82)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE �--1 4�, O =
HOLE LOCATIONS.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.480" -j �
5.500" � C/3 �I
�i _
CREATE F TO 5 000„ w V '-o I--
3.50d' CREATE F•CUP, 375" W N O
2.000" .375" 'e _SEE DETAIL F. .375" �C .375" r MIN. � Z n W
MIN. SHEET4 MIN. F- O 1D 0
------- ------ -------
Z Q
E U
j j I i e O
o Z
4.000' i i i Q a r- o
2X4'X.25 I- I 3.43" II 3.438" T--------i
.250' Z 0N
T6 ALUM.
Z
MULLION 3.438" Z
6061 . m
%SECTION U) Qgd0 oO
. 1n Z
L- - to co
_---- - I- --J L---------------------i MIN. W O
-- -- ----- -- -- H S 'S 52
L- STANDARD CLIP 2X5 ANGLE CLIP Q 2 ¢ O O
U-CLIP.6053-T6 ALUM. CENTER OF ANCHOR HOLE MUST UE 6063.T8 ALUM. .,fA
.250' CENTER.111 NCHOR HOLE MUST UE 6063•T6 ALUM. SED FOR 2"X 4"MULLION.SHEET 16 0. Z 1n
WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW (THIN THE DASHED BOUNDARY.SEE TOPVIEW S� mio',.O
SHEETS 16.17 FOR THE ANCHOR O.C. SHEETS 16-17 FOR THE ANCHOR O.C. -5 €€so Q:mO:
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST UE DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER+11161. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1r16".
SHEETS 16-17 FOR THE ANCHOR O.C. PRODUCT REVISED
6.500" DISTANCE.MAXIMUM ANCHOR HOLE as corn l& with the Florida
CUTHERETO DIAMETER:ANCHOR DIAMETER+1116'. Building Coda
.375" 3'�0" � CREATE F•CLIP, ,375" 5.000"� NOA-No. 20-0406.03
MIN. OC �_SEE DETAIL F. MIN. 375" Expiration Date 05126/2026
SEE
r MIN.
-------- --------------- .375" I gy ,
-- --
--------------
I I �- ----- MG.-Dade Pro uct Control
I I
I 1 i I I
I I
I I I 1
I i I 1
6.000" -I-- --L _ 4.688 1 I i
1 *--------I 250"'-� �_ � �-- � I 5A38" 1 I 11111 I l i 1 l/r r
I-- - - - - - -- �-----I---- --- ------ I--- --5.498' --- --- -----5.438".--
2"%6'%25" I I I I I I I ; C•. VlcErds�'•.!l
MULLION
6063-T6 ALUM. i I I I i I =�i^; No.58705 1�
XSECTION I I 1 375, - //;; -
f - U1• -
`------- ------ -------� -- L------------ -� MIN.
STAT OFOR
•1,!j�:
STANDARD CLIP U-CUP 2X5 ANGLE CUP /O••••••��G��
.250" 6W3-T6 ALUM. 6083-TS ALUM. 6063•T6 ALUM. ii��l NAL1111�``
TOP VIEW USED FOR 2"X 6'MULLION,SHEET W 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 2-1/4'.THE OPENING REQUIRES ADESIGN PRESSURE OF+60.01.60.0 PSF.
NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 7Y AND THE OPENING WIDTH IS 32"+32+1"=65'.REFERENCING SHEET 25,THE COLUMN USING
RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+6D.OIb0.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
F-.
E SEE FROM TABLE 3A.SHEET 7,THE 1-X 2.75"X.375"MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD
ATION DETAILS,
CT5 SHEETSNOT BE SUITABLE FOR THIS APPLICATION.VAI\ 2-3 FROM TABLE 4A,SHEET 8,THE 1•X 2.76"X.650"MULLION(LENGTH=72",OPENING WIDTH=70')RASA DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE E
7Y OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS, C4
PAULUON
LENGTH j�-' 2)USE TABLE 48 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 N F
11 ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL Z N W
SEE 0
DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE Jco
2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 2
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o
F-
NOANCHOAS IN VIAco
NDOWSRI THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m W
—3Y CD
--IF-MULL N7DTH 636 LBS ~ Q
(60 PSF)X )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE4B)
OPENING N4OTH 72.7 PSF
S
g �U
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2318".THE OPENING REQUIRES A 10
DESIGN PRESSURE OF+50.01-55.0 PSF. Q " pz
N
FOR THE VERTICAL MULLION: F- ¢ N N
1)INITIALLY ASSUMING THAT 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 3Y+72-+1'=105•AND THE OPENING WIDTH IS 36•+36"+1"=73"REFERENCING SHEET 25, Q Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-318"AND WILL to J h O co
2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.
LU Q-
SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=108",OPENING WIDTH=6013 MEET$THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF D: 2 co
MULL WIDTH
r SHEETS 2J AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. H DO
FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108',OPENING WIDTH=8ir)HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a Z�rOjJ N
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m m
tA.PPROIVIAL"
SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"F36"+2"=74",NOT 73"AS PREVIOUSLYbSTRATION DETAILS,ODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
2-4 THE73"DIMENSION(35-1/2"+35.12"+2"=73"). PRODUCT REVISED
no eom lying with the Florida
r 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 Code
I i NOA-No. 20-0408.03
vERncAIT
I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE
MULLION -\_SEE -SEE USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS ATAN EDGE DISTANCE OF2-12"GIVES AN ANCHORCAPACITY OF 1050 LBS WHICH IS GREATER,AND Expiration Date 051261202E
LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
6 DETAILS, DETAIL E. yy--
OPENING SHEETS24 SHEET3 FOR THE HORIZONTAL MULLIONS: Miami-Dade Product Control
HEIGHT ---BECAUSETHE-VERTICAL MULL-WILL.BEA2"_X4"X.250_MULUON,IN_THIS EXAMPLE-WEWILLMATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
FOR
HORO:. I MULLION TYPE COULD BE CHOSEN. --- --- -- ----- ---—
MULLION�"
1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32^+72"+2"=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALITRIANGULAR 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+1-170.0 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 BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE ZX5 ANGLE CLIPS WITH
2-3
-- --- -- -- -------- --- --- - (4).3/16"_ULTRACON ANCHORS ATAN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY O_F 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED
-- ANCHOR CAPACITY OF 521 LBS. - --- - --- -- ���aQ�Y:W)N��
HORIZ 35•, 36,HOI /
MULL LENGTH MULL LENRGTZH 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 ��;•'' LfGENgF••,����J'
II-- CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS,THE
OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A 012 STEEL SCREW. _.�./ No.58705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+1.64.7 PSF FROM THE VERTICAL MULLION; V1
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU;
+1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). 0,,'•, a AT OF 4-
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. �C`vn''•F20R1D?.•,-,'`G\��
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ��1NAL ;`��\`
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYIVN MILIOR,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 TRAPEZOIDALr R1ANGULAR LOADING:
t-
I
PW I PW
SHIDH SHlDH SHIDH SHIDH PINPW NN eo
4 4 4 4 °
1 z w
I
/ ao
/ / / oo / / w o
LOADING OF VERTICAL co
SILL MULLION OF WINDOWS NOTANCHORED WITH INTERS INTERSECTING HORIZONTAL MULLIONSI F VERTICAL MULLIONI n :3 w
a HINGED
1 DOOR
1 SOD __...._. z g
m ..V
I
I LOADING OF VERTICAL MULLION co A0
I �z
PW i LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d U.`-- N
PW / I Z g¢¢ ;cc N N
H Z
X.. W to
PIN PIN - PW LU 20 O
w 8
- PW 0 y oCO)
SHIDH SHIDH ^ SH1DH SH(DH- I ¢ z Q
'co__.ow�
1 SHIDH10
i
FT
/ PRODUCT REVISED
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / / / ^ as eo Itndg with the Florida
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION j I / C / NOA-11o. 20-0406.03
PW PW ! HR \\\
expiration Date 05/26/2026
I
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL Dyt "'•^
I
MULLION Miami-Dade Product Control
HINGED -- __ __ __ - ___ __ —_- ___
' - NOTES:-
-- -- ------- -- ----
DOOR PW PW ----- - --------
1)DRAWINGS ARE
RERESENTATIONS OF TYPICAL
I PW CONFIGURATIONS.
PW CONFIGURATIONS NOT SHOWN
MAY BE 1 0 THOSE SHO EXTRAPOLATED FROM
- ---� ---p -- -- / - - - --/ -�— -- -- - - ---- - -- -- - ---- - - - 21 IF THE LOADING TYPE-CANNOT— —
Slv� I BE DETERMINED,USE ��?O UCEN34� ��(�
/ PW RECTANGULAR LOADING. �": •.
PW PW i _y�: No•56705
1 3)SEE PRODUCTS'APPROVAL FOR
I / ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION '.• ��
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j O,�'.• ATE F •'•(41-
•••FLORIDP.•''
S'ONAL��
I rfll1�111\t
LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MILLER,P.E.
MULLION MULLION FL P.E.#68705