HomeMy WebLinkAboutNotice of Acceptance (2) RECEIVED
MIAMI-QADE lAR'e x �i�® '. MIANII-DARE COUNTY
°efpartment PRODUCT CONTROL SECTION
`r Lucie County 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,FL 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275 REV�� ED
FOR
SCOPE:
This NOA is being issued under the applicable Im"1906r u l�f`J' o use of construction
materials. The documentation submitted has been a ie e d e t �i- ade County RER -
Product Control Section to be used in Miami Dade Coun '�i '�oh`eerb �e eTa'owed by the Authority
Having Jurisdiction(AHJ)._ BOCC
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami=Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision D dated 06/26/2020,
signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a.revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at 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.
NOA No.20-0406.03
MIAMI DUNWM Expiration Date: May 26,2026
` "NOW 08/20/2020 Approval Date: August 20,2020
Page 1
PGT Industries,Inc.
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. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511,
Edition (2014) and with FBC 6t6 Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6t` Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries,Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion—L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25; dated 08/29/11, with revision D dated 06/26/2020, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 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.
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-7o' Edition
(2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer;
signed and sealed-by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series
"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.,approved on
11/09/17 and expiring on 05/26/21.
F
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL ® 0
MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FORTHE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARESHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE �, o
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..........................1 F
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................I
ELEVATIONS...................................I
FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD........................2
WIDTH FOR VERTICAL MULL ARCHESTOBE MULL TO IX MASONRY
MULTIPLE FOPENING ..............2
MULLIONS --� � INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2
SEE DeraLs RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. MULLTO MASONRY................_...3
A-D,O,H; m
SHEETS 2-0 SHAPE MULLTOSTEELSTUD...................3 4 OOT
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THEREQUIREO MULLTO MULL................................3 uWol
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS.....................4 U)
qq
�
i III j' BAY MULL INSTALLATION..............4 a 1n
IN THIS ANCHOR EVALUATION.THE 1,6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2%.126 MULL SPECS...............6 0
i X 2 X.375 MULL SPECS...............6 J g
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2.75 X.375 MULL SPECS..........7 N O
INSTRUCTIONS. 1 X 2.76 XAS MULL SPECS............ d' m
1 X 3.12S X.500 MULLSPECS........8 Z
SEE DETAILS / ! 11 I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X.126 MULL SPEC3...............10 W O o
SATHRUHEETS � I _ I i I _ __I I 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X4 X.378 TUBE MULL SPECS....11 j C) o
1 ATHRU G; 1 X 4%.376'T'MULL SPECS...,...:1 I Q [)
I ONLY TWO ADJACENT UNITS ATATIME WHEN USING THE DESIGN PRESSURE ANCHORAGETABLE6.THE LOWEST DESIGN F.
/ II I SHEETS PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY, 1.26X3.1B6X2BSMULLSPEC5...12 ¢(
I 1.26 X 3.25 X.100 MULL SPECS.....13 J a�.0
OPENING 1.26 X 326 X.624 MULL SPECB.�...14 Z W �'
MULL HEIGHT
6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S), 1.25 X3.64 X.624 MULL SPECS._..15 O
LENGTH FOR
2X4X.26 MULL SPECS................18 Z
MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 8 X.25 MULL SPECS................17 J
SHEDETAIL E, 30*X 2.11 BAY
MULL
SPECS
ECS....19
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT II Q (n
SHEETS 30'X 325 SAY MULL SPECS.........18 N
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Z � Q rn �46'X 32S BAY MULL SPECS......,..20
REACTIONS. MULLION&CLIP DIMENSIONS......21.23 N Ntpp
EXAMPLES 1&2..............................24 I¢-• Z' AC,us
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACON,DEWALT/ELCO AGGRE-GATOR,DEWALT ULTRACON+NOA'S. LOADING EXAMPLES......................25 U)
PRODUCTS MAY
BE OFANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 111 2 W Y Y
44, MUSTFA CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH PGTI Z tq
BY CGI. uRED FENESTRATION PRODUCTS, O a O O
BY CGI.
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7 Q, LU
Z O (n
SEE DETAILS mw
g a
HORIZONTAL A-D•G•H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING �•�
MULL SHEETS24 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
PRODUCT REVISED
LENGTH HORIZONTAL as com 1ying with tho Florida
,dingLENGTH INSTRUCTIONS: NOA-No.cede20-0406.03
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIF I- FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05126/2026
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. SY
MULL F---OPENING WIDT" I-HORIZ.MULL LENGTH--I Mlaml-Dade Product Control
--I LENGTH I— 1 II 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR•'OR'TRIANGULAR(TRAPEZOIDAL".
OPENING r y 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/Fn FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING
HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
HFJGOR
IHT LENGTH / HOR z. s� IERT. MULLION CAPACITY(LBSIFT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN
L
MUL,L >� / LENGTHSTEP 1).
IIL .III. 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NIX7 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. 11I I 1 I I I I I I!!
,,,,,� OPENINGWIDTH ��� Q I 4
SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE
•��`.•• LENS"••%
"IFOOPE � L
RVENING RTICAIDTH CAPACITY SMET.TEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �.•' V P •,C��i
Q;
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS ND.58705
FROM FIGURE I ABOVE. 7)IF THE MULLION CAPACITY(LBSIFT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS'/FT)FOR THE
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-0 '
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE �)I N.'L-Z O ,
a2020 FLORIDA BUILDING CODE(FBC),7TH EDITION �O�•., STA OF /•(V�`
s2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION % '•"40RIDI',••'•
@ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION CAPACITY(LBS/FT21 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �LSS1 •• ••••
*ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. //l/j�, NAL
aAISI S100.16 A.LYNN 1 11% ,P.E.
9A1SC 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.#58705
� � F
DETAIL A: DETAIL B: MULLION o
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANCHOR
STR
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, sY
ATTACHMENT SEE SEE TABLES 1
B-139
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) 81 OTHERS, LID
SEE NOTE 1, N
I I MULLION I SHEET I. gLij
}C3
G SEE SHEETS a Ia I MIN 2.7 KSI •••.r EDGE
EITHERTHE I I I 21.23 FOR HOLE ,C I I CONCRETE OR CMU'•'1•'• I DISTANCE, J ~
STANDARD OR .° I' LOCATIONS ° •P 'I„I F----FSEESEETABLES 4,
OFFSET MULL ° EDGE m - I EDGE DISTANCE 1&13B 0
CLIP MAYBE I I I FOR WOOD m I DISTANCEI .° ° ANCHORS FOR MASONRY W Q G R a
INS TALLEDBY d e I j I I SIDE VIEW Z H
THIS METHOD, SCREWS 260'MAX FOR °tea-' a
ALL MULLIONS 4, O Q
d °• � '° ° ERHER THE 2r• H
a ° STANDT MULL V �, W
OFFSET MULL Z
•d e ° If °• •aa .. CLIP MAYBE Q' 10
a ° " ." °.e EXTERIOR <• < ° ° '. INSTALLED BY H
a•', d EDGE _ THIS METHOD. 03
DISTANCE Z
.:c ° •.G FOR
• ° MASONRY a. ap Z 0
THEOI ET CLIP IS ANCHORS F. F.-s• a0 f0
•°'O• RECOMMENDED FOR
EXTERIOR G °a FIN FRAMED
WINDOWS,BUT MAY
ALSO BE USED FOR 4 IQ-, Y
OTHER FRAME TYPES. (n (3Q
Z
Q.. z 0
TYRANCHOR TYRANCHOR '� Sa go 0:
TYP,ANCHOR PER SUBSTRATE, PER SUBSTRATE, ��2iii d�rc�
PER SUBSTRATE, SEE TABLES I B-16B SEE TABLES IB-13B
SEE TABLE918-1BB EDGEreND PRODUCT REVISED
DISTANCE BUCKSTRIP as eom Iyox With the Florida
Rzf SEE TABLES AND Sulldlnp Coda
BUCKTRIP 1g_13g � r •r:;i!+;',. ATTACHMENT,
NOA-No. 2 0-0406.03
MENTEMBE EMBEDMENT'
AND BEENTOTE Expiration Date05/26/202 6
ATTACHMENT e '� SHEETI•
BY OTHERS, • .. .....
SEE NOTE 1, ...
'• y
SHEETI. •` .••• :�• '+ Mlaml-Dade Product Control
MIN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW
FRONT VIEW
MATERIAL PROPERTIES::
INSTALLATION NOTES:
Metedai Min.Fy Min.F,I 001.I
Steel Screw 92 kal 120 kal � 0,...,..,.,, *
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 18.8 Screw 60 kel 95 kal %,ICENS, C�
410 Screw 90 ksi 110 ksi
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSE THE ANCHOR CAPACITY IS.BASED PARTLY ON THE ANCHOR DeWalt/Elco Aggre-GstorO 57 ksi 98 ksi •�• No,58705
TO ANCHOR DISTANCE,THE CORRECT QUANTITY..AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D, —
EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. Elco UltraCon® 155 ksi 177 ksl =
3116"DeWalt UltraCon+O 117 ksi 164 ksi — e��)
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 1/4"DeWalt UltraCon+O 148 ksI 164 ksi ��Q •, TE OFF O:�����
6063•TSAIUminum 16ks1 22ka1 - %� '•.�[ORIDA, ����
4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. - A35 Steel - 35 kSl 58 kei ��S •••• ��
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON,DEWALT ULTRACON+OR DEWALT/ELCO 1/4"S.S. Gr.33 Steel Stud 33 kai 45 ksi �LjI I IIII
NAL
AGGREGATOR MASONRY ANCHORS. A.LYNN MILLER,P.E.
FL P.E.#68705
J,
DETAIL E: lie
—f .126'MIN. MULLION TO MULLION
DETAIL C: INTERSECTION NOTES: r! c
MULLION DIRECTLY ATTACHED TO (U-CLIP) F
MASONRY STRUCTURE 1)MAY BE INSTALLED IN'TEE"OR"CROSS"
(STANDARD CLIP SHOWN) vARIEs �� INTERSECTIONS. p
2)MAY BE INSTALLED HORIZONTALLY a
BUQKSTRIP I L
(SHOWN)OR VERTICALLY. N
No7cH ID To 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 B
PROVIDE I BUCK9TRIP
CLEARANCE I AND FOR CORRESPONDING MULLION. 03 fj
FOR MULL I ATTACHMENT TOP VIEW Z
CUP, MULLION
BY OTHERS, 0 F-
SEE NOTE I, VARIES-F^i .� Q
I
LU
SHEET I. I
I M129TEEL SCREWS, � Z
/SELF-DRILLING OR PRE-DRILL W
j I \;Y MULLION AND USE SM6
I MULLION I ED 03 O U
1D
MULLION I=- z Tn ED
TYP.ANCHOR ,�� rd O 0
LU
EITHER THE I'' d'• ° I° I I PER SUBSTRATE, THE OFFSET QUP IS z F d
I I Id•'. RECOMMENDED FOR \
STANDARD OR I I I I IBEETABLE916-138 FIN-FRAMED / Z V z
OIX-
FFSET MULL e ,° I 11 p I LINTERSECTION
e, WINDOWS,BUT MAY
CUP MAY BE •q I M1 °I I UCLIP a 8
INSTALLED BY a•I I I: ° FOR MASONRY
ALSO FRAMBE E TYPE FOR J r�
THIS METHOD. d• I I I I FOR MASONRY OTHER FRAME TYPES. EXTERIOR Q z e- O
' I' ANCHORS _ �I
m .i.. H p
'°d SEE9HEETS 21-23 FOR O O
° •a, '°.i HOLELOCATION9 N y p
EXTERIOR °° 4 e',• ' a" ° i " FRONT VIEW DISTEDGE
ANCE— W Q Y
EDGE DISTANCE ',° G •° G ° SEE/BLEB
FOR MASONRY
ANCHORS ° •' '� `' ° z in
SIDE VIEW g �0
_ O
t DETAIL D:
4 PRODUCT REVISED
TYP.AncnoR MULLION ATTACHED TO as complyln with the Florida
TYP.ANCHOR PER SUBSTRATE, STEEL STUD eullding do�a
PER SUBSTRATE, SEE TABLES 1B-13B (STANDARD CLIP SHOWN) NOA-No. 20-0406.03
SEE TABLES 1B-13B STRUCTURE Explratlon Dote 05/26/2026
BUCK9TRIP �� ��,..,,
AND - TYP.ANCHOR By l--".l
ATTACHMENT __ _ tFOR
PER SUSSTRA7E, ® MIsmF-Dodo Product Control
�., •... BY OTHER$ SEE TABLES 10-138
".q.,.,'•; SEE NOTE I, •�•"
EMBEDMI ENT',' ; + /.;•".-} SEE SHEETS
SHEETI. EDGE21-T3 FOR
_DISTANCE �\ HOLE
SEE TABLES �� ; LOCATIONSMIN 23 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1S-139
FRONTVIEW SIDE VIEW MULLION
INSTALLATION NOTES: ` EDGE - `� Q 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEELsluosTHINNERTHANSEETABLES ��2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW AND COMPLIANT WITH THE FL BUILDING, iB-13BE,A2X WOOD BACKER MUST USED. Ix 1 N0,58705
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE ATTACHMENT BY OTHERS.
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE EXTERIOR UBE WOOD ANCHOR SPECS SIDE VIEW - _-
FOLLOWING SHEETS.FOR DETAILS A=D,EITHER THE STANDARD OR OFFSET CUP MAY BE USED. NOTES:
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD: _ 1)FOR 2X WOOD-BACKED STEEL STUDS,W000. , SF`71T''A E OF (V�`
ANCHOR VALUES MAY BE USED. i��s
4 WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. SNAL
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 2)SEE CORRESPONDING MULLION TABLES, 11111 1 1 1 011
ELCO ULTRACON,DEWALT ULTRACON+OR DEWALT/ELCO 1/4"S.S.AGGREGATOR MASONRY ANCHORS. SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYNN MILLER,P.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
SEE DETAILS A-D, by y C7
SHEETS 2AND 3 FOR INSTALLATION 30.OR 45•
TO SPECIFIC SUBSTRATES. BAY MULL
IJO
04
MULLION y Q FF
O 0 Z IW
O
O O O O O O O O J co
O O TOP VIEWOfg
SIDE VIEW i LU V o S
SHOWN WITH 1"X4"X.12S' I TOP VIEW I I rn Ltl
MULLION i j I I ~ Z to
O Z
EXTERIOR I I I i PER CHOR
SUBSTRATE TRATE, =
G� I I SEETABLESISBORIBB Z $3�
STANDARD MULLION CLIP I I PER SUBSTRATE, I I I EXTERIOR U Z
MODIFIED TO FIT FIELD I SEE TABLES IS-14B CD I p
CONDITIONS. 1 Q ?
�7X5•ANOLE CLIP, Z Z Q p1 f�0
I I I I 2 PER MULLION END,MUST BE O Z �V N
INSTALLED INSIDE OF BAY MULL F-, CO (p
MULLION O o0
Ij I I m U.1 F Y Y
coW
II I I ANGLE CUP, U Z a 0 3t
I I 2 PER MULLION ENO,
MUST BE INSTALLED D- ZOO y
I I INSIDE OF MULL
I
�TYP,ANCHOR C) PRODUCT REVISED
PER SUBSTRATE, of cOTplylnp with the Florida
Bulldinp Coda
SEE TABLE9IB-138 A ( INTO WOOD, NOA-No. 20-0406.03
STEEL,ALUM Expiration Doto 0512B/2026
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED IN-FIELD, By
EXTERIOR CB �� �`_ M.-Dads Product Control
PER �,� F
® I ® INTO WOOD,STEEL,
ALUM,CMU OR MASONRY J. H
® ® EDGE O
DISTANCE '
PER
EDGE �-__Q ANCHOR \�i15111111.j�/
DISTANCE
PER ANCHOR NOTES FOR INSTALLATION OPTION G&H: `� '��.•'�LCENSF
G
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION.
NOTES FOR INSTALLATION OPTIONS F: ND.58705
1)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
LOCATIONS.
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLE515B OR 18B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ��1,, STATE F�;•(V���
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS'APPUCATION. LOCATIONS. /�`s'%F<ORIDI".-
TONAL
A.LYNN MILLER,P.E.
FL P.E.#58705
TABLE 1A o
Mullion Capacity Table(Ilosifel ANCHOR CAPACITY
Opening Wirth(forvertically-sparring mullions)or Opening Helght(for horizontally-sparnirg mullions) ADJUSTMENT FORMULA: M
501. Born 701n so In 901n 100 in 120 in 1401n 1B01n ANCHOR CAP.,,,,,„, i
Rectangular Trepinieng: Recten9uler hapinteng. Ractanl;W., Trepf76a Rectangular Tmpridang. Re indar Tra/Trleng. Recren liar Tre deng. Rectangular Treprrdeng. Recterguler Ttapirdan9• Rectangular TreprTdeng. (DP)X( >
r'9- p a' NT MULLION CAP.,„w,,,,,
1 x2x.125 t-aeding Loading Lwdn9 Loading Loading Loadng Loading Loedln0 Loading Lcadmg Loading Loadng Loadln9 Loading Laedi_n9 loading Loadng Leading ox W
Alum.Tube z ,;:• � F '_ +: .a m a., z z• g a s .' .' Z' .. a =ANCHOR CAP..,, K
Mullion $ $� g g $, a a a �. a � gs $ N
rR ua r'Y r ` 3 Sa d c39 u 3" 3 ` 8 �v c�_ c7a S_ 39 a J'^ 8` 3'` rY �' c9a S c 3 89 c9 8=' USETHISFORMULATOOBTAIN 14 ❑ LLI
Is s•� 8� Ba S m S� tA 5� 3� S r £r ls� r� s i� K �� t a� r• i� €� 5 fr 6- THE"ANCHOR CAPACITY fAu3 a
�, �, 3 fr Se j. e3 REQUIRED"CORRESPONDING O
421n 111.9 408 129.5 532 93.2 408 115.5 325 79.9 40B 107,8 321 69.8 405 104A 316 62.1 408 104.0 318 85.9 408 104.0 319 4B.6 408 ilH TO AN ACTUAL PRESSURE.O 719 3g.9 408 104.0 319 35.0 406 f04.0 318 REQUIREMENT FOR THE J O
481n 74.8 712 83.8 258 62.4 312 73.4 252 53.5 312 67.0 246 46.8 312 63,2 246 41.6 312 61.3 244 37,5 312 61.0 2N 312 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 2N OPENING,WHEN IT IS LOWER Z
THAN THE MULLION CAPACITY 2 5
50.6'2¢In 83,0 287 70.6 234 532 281 61.5 .228 45.6 281 55.7 224 39.9 2B1 52.1 712 36.5 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 218 22.8 281 49.3 21g 20.0 281 49.3 219 g Z
(FROM THE TABLE)OF THE W o Q
541n 52.6 247 51.6 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.6 195 20.2 247 39.4 194 26.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 33.1 193 SELECTED MULLION,IT WILL IM 0
60 in 38.4 200 412 170 32.0 200 35.4 166 27.4 200 3L5 163 24.0 200 28.0 160 21.3 200 27.1 159 10.2 200 25.e t57 16.o zgo 25.0 Ise YIELD A MINIMUM ANCHOR 1-
63111 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 28.0 140 20.7 181 24.5 148 18.4 181 22.5 144 16.8 1B7 21.7 143 CAPACITY WHICH MAYBE 2 Z
USED TO QUALIFY ADDITIONAL ❑ �, ❑
2 681n 26.8 105 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 166 21.0 134 ANCHOR OPTIONS FROM THE ? V g $ 0
721n 22.2 139 23.3 120 18.5 139 18.9 118 15.8 139 17.5 11 ANCHOR CAPACITY TABLE.
6 Q
70 In 18.9 125 10.7 109 15.7 125 10.8 107
76In 17.5 119 18.2 104
❑ Q 03 ip
FQ Z rO
TABLE 1 B y N CS
Sub5tM 2.7k Concrete 3k C-rele 3.5k Cores. Hoam CMU Sllad CMU PT W!012
Me1e1 y
Anchor 311B'Elm 114"Eloo 3116'DeWell 1/4'DeWall 6I16"Etco 3fir Etoo 1/4n Elco 3116'oeWelt 1W DeWall 114"3a Eloo VIV Elco 1/4"BB Eloo 010 Steel feel #12 Steel XArphor7ype: ultracon Vim= Ultreoom- urnrcon. Ultracon Ultrecon Uliracon Uerewnr Ultracon. tVCapeCily ApB eGator Ullreoon Agg eGetor ae ew(G8) (G6) 8amw(GS] F(1h6) Edga Dlsta na Mk 1" 2.1/r V 2.1/r 1- '24Z 1" 2-Vr 3.118" t" 2.11Y F 241r 1' 2-1/2' 1' 2-lir r &ve' 2' 0.48" ' 4' ow U XQ1.314^ 1314" 18/4" 1-14" 1.3'4' 1-TV 1.314" 1.314" 2' 1.1/4' 1.1/4' 1.114" 1.W 1-t/4' 1.1/4' 1414' 1-1/4' 1.1/4' 1-114' r 11-W, 8' des 0.•-� Z2Amhom®4.76"MIn.O,C.781andard or OOsef C9p(Flg.1); 3W lbs 3901bs 450 lbs 590lb5 3101bs 63016s 2201b5 0701bs 1644Ibs 270 lbs 280 Ibs 3541bs 740 M5 230 lbs 370lbs 3201be 580 bs 374 roe 6641bs MMe 341 Me 1bs 660Ibe �'Q ym,4 Anchom Q 1.16"Min.O,C.I Standard(or Offeet)Gip(Fig.2): 450 Me 700Ibe WA WA 320 too 1260Ibe 370lbs WA WA WA 350lb4 WA WA WA 740lbs WA WA WA WA WA 682Ito 16a 1120Itsr � 0'
4 Amhom®r Min.O.C./(2)2r5 Angie Gips/(Fig.3): 760IN 7801b5 6801be 1560 Ibe 0201he 126UIbs 440lb6 1740 Ila 189BIbs 540lbs 560 Ito WA 7WU 460lbs 740 We 640 be 1160lbs 7481be 880lbs 16921b5 682Ibe 1bs 1120 lbs �F�2AmhorsQ0.45"MIn.O.C./U-CIIp,Into.125"Alum.(Flg.4): WA WA NIA WA WA WA WA WA WA WA WA WA WA WA WA WA N/A WA WA NIA WA A 7161W PRODUCTREVISED
1 Anclarl RIP(Flg.I) 18516a 18516e 22810e 4461ba 1651he 3161ba 1101bn 4351hc 8221be 135IN 140Its 1T7 lb. 370W 1151ba 185 lbd 160 bs 290 be ill?ft 3321b4 4731bs 170lbs1bs 28016e ��oomplying with the Florida
2Anc)nm®1.16"MIn.O.CJ F-GIp(Fig.O): 240 lbs 35011w NIA WA 1801bs 93016s 1B61bs WA WA WA 1BO Iba WA WA WA 3701bs NfA WA WA WA WA 3411Lm 1ba b80 ibe Building Coda
NOTE:FOR THE OFFSET CLIP,.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. NOA-No. 20-0406.03
Expiration Date 05/226/2026
By Lf-�3
Mlam-Dade Pro uet Control
FIGURE 1: FIGURE 2: TABLE NOTES: _
Fe e 1111 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. r
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. rVIZMZZO
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. 2.000" 1 t I I 1 I I 1
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
��` NY LYNN
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125' \`� �•"'.
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED r ,,• �10ENSF'•,l`F��
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF.125"
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEELTO BE AT 1'X 2'X.125'MULLION No.58705
LEAST.125"THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. -D'• �-
UU��1LL�� ��II %�O�•.•• OFF .••���
NAL��G��•
A.LVM MIl1�R,P.E.
FL P.E.#68705
TABLE 2A a$
Mullion Capacity Table IbslBt ANCHOR CAPACITY
Opening ViRdth(for vertically-spanring mullion)or Opening Height(for hodzontaly-spanning mu lions) ADJUSTMENT FORMULA:
501n 601n 701n 80 in 901n 100 in 12D In 1401, 1601n _ ANCHOR CAP.,o,,,,., ¢
Rectangular TreplTnan,. Rectangular TIS ang. Rectangular TreplTdeng. Rectangular Traprfdeng. Rectangular Trep?deng. ReGerguler TrepRdaR9. Rectangular TrapTdarg. Rectangular Trep/TrWrp. Reotangular TrepRdang. (DP_)X( ) rrriii"'
MULLION CAP.,,o„„,
1 X 2 Sr.375 Loading Loading Loading Loading Loading Loadirig Loading Loading Loading Loading Loading Laad[no Loading Loading Loading-• loading Loading loading
AIum.Tube r r r '8a r r r r r r a g r ;�• ,;r a .a r s• a r ao r r r r -ANCHOR CAP. K
Mullion fY& a ^ ^
�g 8 c 5 �. E -. 8 E 'S USE THIS FORMULA TO OBTAIN 17 ❑ Uj
_B a _ _ gi e B s ,U g .g a• c THE."ANCHOR CAPACITYis rA
�. @. �. dF S g dF �� �� a'�. «• dip `din �� �S� dF ��• d` dF� x ��" f� �• dF51 ^ dab REQUIRED"CORRESPONDING
42 in 170.0 620 170.0 435 151.3 662 170.0 478 129,7 SM 170.D SW 113.E 662 1119.6 61B 100.9 662 168.9 617 90.8 662 169.9 617 75.7 662 156.E 617 64.8 682 168.8 517 66.7 M2 1689 517 TO AN ACTUAL PRESSURE
48 In 121.6 607 13&0 419 101.4 507 119.2 410 86.9- W7 108.7 403 76.0 607 102-6 399 67.6 W7 89.6 397 60.8 607 9D.0 396 5e7 507 99.0 398 43A 507 99.0 396 38.0 507 59.0 39e REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER 7 =
50.6251. 103.7 456 114.E 379 814 456 99.9 371 74.1 456 90.6 364 64.8 458 84A 380 57.6 458 81.3 357 51.8 450 80.0 356 43.2 -458 80.0 356 37.0 450 80.0 358 324 468 80.0 358 THAN THE MULLION CAPACITY 0= .0
641n 85.4 400 93.3 336 71.2 400 80.0 328 61.0 400 72.7 322 53.4 4DD 87.3 318 47.5 400 64.0 315 42.7 400 623 314 3S6 4D0 61.8 313 30.5 400 61.8 313 25.7 400 61.8 313 (FROM THE TABLE)OF THE W o Q
SELECTED MULLION.IT WILL ra 79i
601n 62.3 324 66.9 276 51.9 324 57.5 270 44.5 324 0.2 284 38.0 324 489 250 34.6 ,324 43.9 257 31.4 324 42.0 255 20.0 324 40.5 253 22.2 324 40.5 263 19.5 324 40.6 263 YIELD A MINIMUM ANCHOR (❑-• CID
C631n 63.8 294 57.4 252 44.8 284 49.2 248 38.4 294 43.6 241 33.6 284 39.8 237 20.9 294 37.1 234 20,9 294 35.2 232 224 294 33.6 230 19.2 294 33.4 230 10.6 294 33.4 230 CAPACITY WHICH MAY BE g z
661n 46.8 268 49.6 230 39.0 266 42.4 225 33.4 268 37.6 221 29.2 268 34.1 210 26.0 26B 31.0 215 23.4 268 29.5 212 19.5 260 20,0 210 10.7 268 27.7 209 14.6 260 27.7 209 USED TO QUALIFY ADDITIONAL ❑ N m W
•� ANCHOR OPTIONS FROM THE Z
g 72 In 36.0 225 37.9 190 30.0 225 32.2 191 25.7 225 28.4 188 22.6 225 256 1B6 20.0 225 23.6 182 18.0 226 22-1 180 15.0 225 20.3 177 12,S 226 19.6 178 11.3 225 19.6 178 a O1 U Q
ANCHOR CAPACITY TABLE. � W
76 in 30.6 202 32.0 177 2S6 202 27.2 173 21.9 202 23.0 170 18.2 202- 21.5 167 17.0 202 18.7 185 163 202 18.4 183 12.8 202 76.7 180 10.8. T02 16.9 15B 9.B 202 19.8 168 J co
701n 28.3 192 29.0 166 23.6 192 25.1 165 20.2 192 22.0 162 17.7 1B2 19.7 169 16.7 192 18.1 167 14.2 192 16.8 155 11.8 192 15.2 152 10,1 192 14.4 150 B.8 112 14.2 160 a -1
~ ❑ Q N
901n 10.6 144 19.0 128 19.4 144. 16.1 120 ¢ z
961n 15.2 127 15.6 113 $�••1
N
TABLE 2B W X
SUDslrate: 271 Concrete Sic Concrete 3.&Cmc. Hollow MAU RIIm CMU PTW0o0 Metal w C4
Anchor 3116•Elco 114°Eke SHIrtIeWall 1/4'DLNlall 5116'Elco 3/16"EICD 1/4"Eko KWA
DeWan 1W DeWalt 94"SSEko 5r16"Eko 1/4"SSFdco p10Stee rH2Sleel m2Sled V X Q
Capacity IM
lype. UIBaLron Ulirdcon UlDacm* Uitmcom Uttam Unracon Ullracon cm« Unracal« Aggn:Galof Unraem AggreG>ta Screw(05)Scmw I%) eemr(G5) Q, Z O O
Ob5), LEc.0n). 1" 2-10 1' 2-112' V 2-112" 1• 2-'U2' 3-1/8" 1" 2-112' 1" 2402-10 1" 2-10 2" 3-1/w 7 0.48' 0.54" - 0.324" D' 9 �f�'1
t'.): 1-Wr 1-W 1-S'4° 14/4" 13M' 13I4' 14M 13r4° 2' 1.114" 1-1M 1-1/4' 1-1M 1.414' 1414• 141T 1.714• 1-1/4• 2• 1318" 1418' lariat-
2Amhors®4.75"MIn.O.C./StefdBrtl Or 0049 C11p(Flg.1): 390105 390105 450 De B9011e 310105 630IDS 22011A 0701D5 16441D5 2701D5 2BD IDS 3341ba 7401D5 3701DS =IDS 560 IDS 3741D5 6641DS 0461DS 3411DS 4421bs 66D 109 , � •�
4Anchors01.18"MIn O.C./Standard[(Or Oosd)CUPOFig.2): 460 IDS 700 too N/A WA 3201D5 1250 IDS 3701D5 NIA NIA NIA 380 too NIA WA740 ros N/A WA NIA NIA WA 682 to$ 8051DS 1120108 PRODUCT REVISED
4Amhors C3"MIn.O.C.I(2)NItAngle pipe I(Fig•3): 780 to% 780 IDS 6B0 IDS 16601Do 6201DS 12801DS 4401DS 17401DS 18961DS 6401bS 66D IDS NIA 76D Ihs 7401DS 6401Ds 11601DS 748 IDS 8801D5 1892IDs 6821DS 8851DS 11201te ■0 complying with the Florida
2 Anchors @ 0.45MIn O.C.I U-04o Into.125°AIM.01g.4): WA WA NIA WA NIA WA WA N/A NIA WA WA NIA WA WA NIA WA NIA NIA NIA WA NIA 715IDS Building Code
1Arclwl F4;llp(Flp.6): 1861� 195 bs 2251hs 44b IDs 7561D5 315ms 110 IDS 43510s 8221DS 1351Ds 1401DS Wile 3701D5 18SIbs 1601D5 2901DS 187 IDS 3321Ds 473105 1701b5 221105 2B0IDS NOA-No. 20.0406.03
2 Arcrore®1.15"MN.O.C/F4:8p(Fig.6): 2401[c 9501D5 NIA NIA 76010s 630 IDo 185IDS NIA NIA N/A 1901Ds NIA WA370 to$ NIA WA NIA NIA NIA SOIDS 4421D5 6601DS explritton Date 05/26/2026
NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
By z_0
.Mlanin-Dade Product Control
FIGURE 1: FIGURE 2; TABLE NOTES:
- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000" f-
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. vv 171111 I I I I rIl
2.000"
Fo
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I : '��•''•�VCENSF'•Y,,/(
1 F
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L T37b" ��• No.58705 •��''
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED I
FIGURE 4: FIGURES: FIGURE 6: - YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
1•X 2"X.375'MULLION --0 ,'^ N
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE ( 0
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST ,� FAT OF
3 SCREW THREADS BEYOND
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. ��0 '•, (V;
Cis •.,y0R10H,.•'•_��
.NAL wOG\�.
A.LYNN MILLER,P.E.
FL P.E.#68705
TABLE 3A a
Mullion CapacityTable Ib9/tlz ANCHOR CAPACITY
Opening Width(forl,ENcalyspanning millions)or Opening Height(for horizontally-sparlNng mullions) ADJUSTMENT FORMULA: o
601n 80 In 701n 8D k 90 in 1001. 120 in 1401n ie01n yJ F
Rectangular Tmp/itimg. Rectenawar Trapirdang• Ree4an9ular lhap/Tdang• l7ectan /ANCHOR CAP.,m,,-%
lx2.75x 9Wer Trepl7Hen0• Rectangular Traprtdang. Rectangular Traplideng,[14
ectangular 7rap/01eng. Rectangular TrepRdenO• RecWgllar Tmp/Itiang. (D_)X` J gl y
Loading Loading Loading Loading Loading Loading Loading Loading Loading. Loading Loading Lon6no Lnadin8 Loading loading Loading Loading Loading MULLION CAP.,,m,,,a, RY w
.375 Alum. c �
• ._ .. -ems ' p a, £ o ., ,. p Z• .�• p E E =ANCHOR CAP.,,,
Tube o a,. a a a a.. a
Mullion �� p �. �� �. m :L� �.� �. �. r3.
5"' t g � 5ug 6�ys� USE THIS FORMULA TO OBTAIN 8 0 ILG g P �• s ..g yt g �1 5 3 4� y�} THE ANCHOR CAPACITY
d' i `z 21 dal s� 3rcdd' ¢o: o a¢ «i d`� �� a`a: s d3rc g� d E d� REQUIRED"CORRESPONDING Z
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 508 170.b 882 170.0 519 170.0 ills 170.0 521 170.0 1240 170.0 5218.7 1301 170.0 521 127.5 1301. 170.0 521 111.5 1301 170.0 521 TO AN ACTUAL PRESSURE j
48In 170.0 708 170.0 521 170.0 850 170.0 584 170.0 992 170.0 630 170A 1133 170.0 661 161.8 1139 170.0 677 138.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 600 85.4 1139 170.0 680 REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER 7 S
50.825In 170.0 747 170.0 583 170.0 898 170.0 631 167.5 1032 170.0 684 140.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 766 97.9 1032 170.0 750 63.9 1032 170.0 756 73.4 1032 170.0 756 THAN THE MULLION CAPACITY K V
541. 170.0 707 170.0 612 161.3 e07 170.0 691 [29.9
age 164.7 730 120.9 907 1526 720 107.5 807 145.0 714 83.8 907 14l.1 710 80.6 907 140.0 709 69.1 907 148.0 709 60.s 907 140.0 70e (FROM THETABLE)OF THE LU Da Q
SELECTED MULLION.ITWILL 4q
601n 141.1 735 161.E 625 117.E 735 130.3 611 735 116.0 599 88.2 735 106,2 590 76.4 735 99.5 683 70.6 735 06.1 578 58.8 735 91.8 674 50.4 735 91.8 574 44.1 735 91.6 574 YIELDAMINIMUM ANCHOR I=- IU W
631n 121.9 688 130.0 570 101.6 668 111.5 557 086 98.9 647 70.2 650 80.1 538 67.7 666 83.9 531 60.9 666 79.6 526 50.8 666 75.0 521 43.E 666 76.6 521 38.1 Ne 75.6 521 CAPACITY WHICH MAY BE fA z
USED TO QUALIFY ADDITIONAL U �; p
WIn 10e.0 807 t124 622 88.3 807 98.1 sit 807 85.0 501 68.2 607 77.1 493 68.9 507 71.5 486 53.0 507 67.6 481 442 607 63.4 476 37.9 607 62.7 47a 33.1 807 02.7 474 ANCHOR OPTIONS FROM THE z d u LU
j 721. 61.6 510 85.8 443 68.0 510 73,0 434 10 64.3 426 111.0 file 57.9 419 45.4 51D 53,3 413 40.8 610 $0.0 408 34.0 510 45.9 402 292 510 44.4 399 25.5 510 44.3 368 ANCHOR CAPACITY TABLE. fA§
f 761n 69.4 458 72.5 400 57.8 46B 61.7 392 455 54.1 385 43.4 458 48.6 378 36.6 458 44.6 373 34.7 458 41.6 368 28.9 458 37.7 382 24.8 458 36.0 359 21.7 455 35.7 358 J J E 5 Q
781. 642 435 57.0 351 53.6 435 50.8 373 435 49.8 385 40.1 435 44.7 380 35.7 435 40.9 355 32.1 435 39.1 351 20.8 435 34.4 344 22.8 435 32.8 941 20.1 435 52.2 340 Q
901n 41.8 327 43.1 290 34.9 327 36A 285 327 31.8 280 29.1 327 28.3 275 232 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 202 14.9 327 19.3 256 N N9liIn34.4 25T 35.4 257 28.7 287 29.9 252 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.0 232 H fh• G.Q
1081n 24.2 227 24.7 203 20.2 227 20.8 211 17,3 227 18.0 196, 15,1 7 18.0 195 X
111 In 22.3 215 22.7 194 18.6 215 19,1 181 75.8 215 16.6 ise a n
N O
120 in 17.E 184 17.9 107 04
TABLE 3B . z m0
Subnrdta: 2.71c Concrete 3k Concrete 3.5k Cone. Hollow CMU Feted CMU I PIT Wood P61281"I
Anchor W16'Elco 1/4'Eko 3/16'De Wall 1/4-DaWall &16'Eloa 3116'Elco 1/4'Eleo 3I76'DaWeit 1/4'DeWalt 1l4'SS FJco 6R8'Elco ilA'88 El.. 8106leel C12 SteelCa ac AnaFwrTypa. Ultmcon Ultrecon Ultmoonr UOmcon+ Ultmegn Ullrecon Ullncon LMraeon4 UltecOro A eDator Ullreean
p nY ga AggeOator samw(DS)Borew(G6) PRODUCT REVISED
(Ib9) Edge 016mnce on): 1° 2.11T 1' 2.1f2' 1' 2-IrZ 1' 2V2 3.118' 1' 2112' V 2.1@' 1' 2-112' 1' 2.1/2' 2' 31f8' 2' 0.48' 0.64' a!eomPlying with the FlOrldr.Embedment On' 13/4• 13I4' I-W 1.314- I-W I-W 1314' 1.3/4' 2 1.1/4' 1-/14• 1.114' 1.1/4' !A/4' 1.114' 1.1/4' 1.1/4' 1-im 1.14' 7 13B' 1318' ®gildngCod2 Arnohom�4.7S Min.O.C./Standard or Ousel qlp(FIg,1Y 3901bs 3901be 4501be Voice 3101bs 8301bs 2201be 8701to 18441bs 2701te 2801be 3Mft 740 lbs 2301be 370 too 32D ka 6801be 374 Me 66410s 90Iba 44110E 4421be NOA-No. 20-0406°03
4 Anahora®1.16'Min.O.C.l9lendud(or OBaeb CIlp lFig2} A80Itre 7001ha NIA WA 3201bs 12801be 3701bs WA WA WA 3B0Iha WA WA WA 7401te WA WA WA WA WA 8821ba 8851tnExpintlon Detrr 05126I2026
4Anchom®TMIn.O.C./(2)265Argla(01ps/(FIg.3): 780lbe 780lbe (1801ba 15801be 8201bs 1260Ice 440lba 17401to 1696lbs 540 Ice 500 Me WA 760 lbe 480 Ica 740lbe 6401ba 11001bs 749 N 8801be MR its 682lb6 8851ts2 Ancfpm®D.4S Mln.O,C.I I14;IIp,Into.125'AiOm.(FlB•4); WA WA N/A WA WA WA N/A WA NIA WA WA WA WA WA NIA WA WA WA WA N/q WA NIA By r��
1 Anchor F-glp(Flg•6} 1851ba 195It6 225100 4461bs 1651ba 3151bs 11010s 43616a 8221De 1361ba 14010s 1T710s 3701W 1151be 1861Da 18014a 2001bs 18716a 3321be 4731bs 1701bs 2211bs 280Ib9 Migml-0ode Product Control
2 Anchore®1.16'MIn.O.C./F•COp(FIg.B): 2401ba 3501bs NIA WA 1601ba 8301bs 1851be WA NfA WA 1g01be WA WA WA 3701he WA NIA WA WA NIA 3411W 442168 l6016e
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (`\CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2-, TABLE NOTES: \\��J/
1.000-
• f)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 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \���`,QN „N
��•,• 410ENSF•.,(��i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750"
I F
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 1
ANGLE CLIP MUST BE USED IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •379' •'
FIGURE 4: FIGURE 5: FIGURE 6: � O SATE F
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK.STEEL STUDS TOBEA MINIMUM GRADE 33AND,.ALL ANCHORS INTO METAL SHATHICK EXTEND GAUGE),STRUCTURALSTEELTOBEAT 1°X2.78'X.375"MUWON �i�s
THE MATERIAL.#I10$#1 AND 2 ANCHORS INTTO WOOD MAY BE STEEL,LL 8•SS.O AT 410LEAST.S CREW THREADS BEYOND
A.LYNrIf'uII�Lt R,P.E.
FL P.E.#58705
TABLE 4A
Mullion Capacity Table IbslR2
ANCHOR CAPACITY
Opening Width(for oerOi;Qy-sparlydrg mLAllons)or Opening Haight(for horIzonteNy-sparring muSlwLs) ADJUSTMENT FORMULA:
60 in 601. 70 in 801n 00In IOO In 1201n 1401n 160 In /gNCHOR CAP.,�,,,,,,c�
Reclenguier TrLoodlan8. Rectangular Trep/rdan8- Rectangular TreplTdang. Rectangular TreplTdang• Rectangular Trap/Tdang. Rectangular TraplTdang, Rectangular TreplTrlang. Rectangular TreplTdeng. Rectenplly Trep/Tdang. (DP-)X l
1 x 276 x loading Loading Loading Loading Loading Loading Loading Ledd(n9 Loading Loading Loading Loading Loading Loading Loading loading Loading Loading MULLION CAP.,,d,,,,,a o� w
.650 Alum. z
Tube a r ;� •_ r a ;�• £ a �•,. ,� r a a r r r r r a r r r ,;=• £ r r =ANCHORCAP._
Mu01on �� W S B•� $ 5 � � �� � a �$. al ��' USE THIS FORMULA TO OBTAIN 8 ❑ U1
ci O O u O cc O O O O O O O O v u O
�� L a
S 'g THE"ANCHOR CAPACITY cD
�� a` �z REQUIRED O
421n 170.0 BE 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 092 170.0 510 170.0 1110 170.0 521 170.b 1240 170.0 521 170.0 1488 170,0 52f 158.7 1820 t70A 521 136.8 1820 770.0 521 TO AN ACTUAL PRESSURE J O
REQUIREMENT FOR THE
46 In 170.0 708 170.0 524 170.0 850 170.0 SM 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 877 170.0 IM7 '70.0 W 141.7 1417 170.0 680 121.5 1417 170.0 BW 106.3 1417 170.0 680 OPENING,WHEN IT IS LOWER S
50.625In 170.0 747 170.0 SB3 170,0 BB8 170.0 831 170.0 1046 170.0 eS4 170.0 1105 170.0 723 1828 1268 170.0 747 148.3 12m 170.0 758 121.9 1280 17" 758 104.5 1288 170.0 758 91.4 1288 170.0 756 THAN THE MULLION CAPACITY � �A z
(FROM THE TABLE)OF THE W Q
541n 170.0 797 170.0 612 170.0 OMW 170.0 691 170.0 1110 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.0 1130 170.0 858 100.6 1130 170.0 681 88.1 1130 170.0 801 75.3 1130 170.0 081 SELECTED MULLION.IT WILL m m
60 in 110.0 gas 170.0 701 148.6 915 1823 761 125.5 915 144.6 740 100.9 916 132.3 735 97.8 015 123.9 na 87.9 015 118.6 720 73.2 915 114.4 715 62.8 915 114,4 716 54A 915 114.4 715 YIELDA MINIMUM ANCHOR (j
63In 151.8 830 161.0 710 128.5 830 138.9 694 10a.5 030 1232 681 94.0 630 112.2 670 84.4 830 104.6 682 76.9 830 09.4 650 63.3 830 94.5 049 64.2 830 94.1 849 47.4 830 94.1 64g CAPACITY WHICH MAY BE g U1 Z
{ USED TO QUALIFY ADDITIONAL ❑ LU W
Fj 88 in 132.E 737 110.0 eso 110.0 7s7 119.8 636 94.3 757 105.9 624 B25 757 88.1 614 73.4 7s7 89.1 606 Sea 767 84.2 Soo Ss.O 757 79.0 s93 47.2 767 78.2 set 41.3 7a7 78.2 681 AN OPTIONS FROM THE Z d m
JANCHOR CAPACITY TABLE. U) ❑
721n 101.7 876 10816 552 84.8 838 81.0 540 727 636 80.1 530 e3.6 gag 722 521 56.5 636 06.5 514 50.8 636 623 508 42.4 638 572 500 36.3 638 55.3 497 31.6 S36 55.2 497 J J Q
701n 66.5 571 00.4 498 72.1 571 76.8 488 11. 771 67.4 479 54.1 671 60.6 471 4e.0 571 65.5 484 43.2 571 51.8 459 30.0 571 47.0 451 30.0 571 44.8 447 27.0 671 44.5 M6 Q ❑ .- o
75In 86.0 542 83.4 474 68.7 642 70.8 405 57.1 542 62.1 450 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 420 28.6 542 40.6 415 25.0 $42 40.1 423Z as
(-
gain S21 407 53.7 301 43.4 407 45.4 355 37.2 407 30.0 349 32.5 407 35.3 343 26.9 407 32.1 $38 28.0 407 29.8 334 21.7 407 28.1 327 18.6 407 24.1 322 10.3 407 23.0 319 Q 1.0 N
06In 42.9 358 44.1 320 35.8 358 37.2 314 30.7 359 32.4 309 20.6 358 28.8 304 23.8 358 26.1 300 21.5 350 24.0 296 17.9 358 21.0 2B9 15,3 356 10.2 284 X O
108 in 30.1 283 30.0 255 25.1 283 25.9 251 21.5 2M 22.5 247 15.6 283 19.0 244 10.7 203 la-0 240 15.1 263 16.5 237 W JJJiii
ill In 27.8 287 26.3 242 73.1 2S7 23.6 238 10.8 287 20.0 235 17.3 287 1e.3 231 15.4 2B7 76.5 228 in Y
120 In 22O 229 213 200 18.3 229 18.8 205 15.7 229 16.2 202 V X Q S3
�TABLa' A
E 4B (f W
.substrate: 27k Concrete 3k Concrete 3.6k Co.. Hollow CIVIL Filled CMU PT Wood Metal fie
Anchor 311"Elco 114"Eloo 3118'DeWek 114,DaWBB 6'16"Eloe 3/18'FJco 1l4'Elco E23-01b.
DeWelt 114-DeWalt 114-BS Elcu 5I16'Elea 114"SS EWo 010 Steel #12 Steel 012 Steel m
ArolarTypa: Ulnican Ultracon Ultrecorl! Ultnconr Ultrecon (11Yacon UltracOncoM UOrucont A re0alor (ll0amn
Capacity gg AggreGator sarew(OS)sorew(o5) scraw(G6) PRODUCT REVISED
(lb6) Edge Dietarwa any. 1' 2-Vr 1' 2.112' V 2-lIr fl 2.172' 3-IW 1' 2-tI2' 1- 2.112' 2.112' 1' 24W 2' 3.118' T 0.48' 0.W Maw as comPlYing with the Florida
Embedaard MY 1.3W 1314" 14W 1.314' 1.3/4' 144' N3701bs
13T' 2' 1.114" 1.114" 1.114' 1.114' 1.1/4' 1-1I4' 1.1R' 1-IW 1.1/4' T I-Nr 1.3r8' wdo Building Code
2 Anchors @4.76'Min.O,C./Standard or ORsot Clio(Fig.1k 3901ba 390Ib9 450166 6901Ds 31010s &701es 8}0ID9 184410s 270 Ws 280[be 3541ba 7401es 3701ba 3201es 6BO Ws 37416c e64 Wa e461be 3411D9 4421be BBD Iha NOA-No. 20-0406.03
4 Anchors @ 1.iG Min.O.C.I SlarNard(or Offset)Gip(Flg.2k 480Ibe 700lbs WA WA WD lbs 1260Its WA WA WA 3801b6 WA WA740 Ws WA WA WA WA WA 6821Da 0851 1-I- expiration Date 05/26/2026
4 Anohrs C 3"MIn.O.C.I(2)W Angle Clips/(Flg.3k 780IN 7801ba 6801oe 1660 lbe 827Iea 1260lbe 1740 Ibs 1896lea. 5401M 5W We WA 78016a 740 Ibe 64D fbs 11601bs 748 Wa 880 Ws 189216a 6921be F2Anchors®0.46'Min.O.C./UCllp,Into.123'Alum(Flg•4k WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA N/A WA A 7161ba By f1Arohor/FC9p(Fl98k 1B5Ibe 1951es 2261he 4461bs 16glbs 31616s 4351W B221bd 135 We 140 Wa 1711ba 37016a 1051bs 1801De 2001hs 1871M 33216a 4731ba 17016e 2211ba 280Iba Mlaml- ode Product ontrol
2AnDlan 0 l.15"MIn.O.C.I F•CYp(Flg.6): 240Ibe 350 lbs WA WA 180Its 630 be WA WA WA 19010s WA WA WA 370IN WA NIA WA WA N/A 341 lea 4421ee 680I1x
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET24.
FIGURE 1: FIGURE 2: TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3: `���1 oN`{LYNN
F3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' ;� .t '•' */ "I
HOLES TO BE.DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, •. �(CENgF'•,l(�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q, '•,�
_*.; No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •' =
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE TREATED al65(r --O ;t�•
t
FIGURE 4: FIGURE 5: FIGURE 6, YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT �0,�•., FAT 0 I,V
® II I) I LEAST TERI L.#10A36.ALL ANCHORS INTO INTO SHALL STEEL,
ITENDAT LEAST SCREW THREADS BEYOND 1'X2.76"X.8501MULLION %(C� •.,CORIDP.••• \��`
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ��ss� "•••" �1G��`
U_ll '�/I�IVAL E ��•
A.LYNtCIMIISAEi,P.E.
FL P.E.#58705
TABLE 5A
Mullion Capacity Table Ibse
Opening Width(far leillcaV-spanri ng mLElors)or Opening Height(for haftontaly-sparring millions) ANCHOR CAPACITY OP
In 601n 70 In 80In Bolo IGO In t2o In 140 in 160In ADJUSTMENT FORMULA: ^
Rectangular TrepRdang. Rectangular Tmp/Tdang. Rectangular Trap/rrieng. Reclnnguler Trop/Tdong• Red Sol. Trapadang. Rectangular Treprrdang. Rectangular Trap/Tdang. Rectangular TrapRnetg. Rectangular Trep/Trlang. (DPa,)X/ANCHORCAP.,,o,_N c7
1"x 3.126"% laadnB Lowing Loading
Lowing Loading Loaoing Loading Loading Loading Loading Loading lnadln9 Loading Loading Loading Loading Loading ``MULLION CAP.r,",,,.ae �Y
.500"Alum a x_ r a n �• a a x• a g• r a_ a a a n a £ •_ 2> .• �• x•
Ln
Tube Mull O• r;� O co$. r; �$. O a ro r:1 O O� � d � =ANCHOR CAP,
CIAO O& c co a U� 5 Ld
8� s � o`_ cog 3� r � �ocF r `o� P �� � �� � �• aL � b� � d 3� S- USETHISFORMULATOOBTAIN V)
21 �a �a5 �� �� �s s@ �� s� �� s �a s� �z s �a s� s ��. �� �� z� 4 x� x� s �� THE"ANCHORCAPACITY Z
REQUIRED"CORRESPONDING O
42 in 170.0 620 170.01 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 SIG 170.0 Ilia 170.0 521 170.01 12401 170.01 52I 170.0 1488 170.0 521 170.0 173$ 170.0 621 154.4 ISM 170.0 621 J O
TO AN ACTUAL PRESSURE
48 in 170.0 708 170.0 524 170.0 8W 170.0 561 170.0 S92 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 6" 170.0 1417 170.0 680 157.7 I577 170.0 E80 135.1 1577 170.0 Bet) 118.2 1577 170.0 680 REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER W"� U
50.6251n 170.0 747 170.0 503 170.0 am 170.0 631 170.0 1048 170.0 Bill 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 758 141.7 1495 17D.0 756 121.5 1405 170.0 758 108.3 1495 170,0 758 -�
THAN THE MULLION CAPACITY W o0
64 In 178.0 797 170.0 612 170.0 956 170.0 691 170.0 Ilia 170.0 754 170.0 1275 170.0 803 160.1 1401 170.0 837 149.5 1401 170.0 856 124.6 1401 170.0 Bet 106.8 1401 170.0 Bet 03.4 1401 170.0 Bel (FROM THE TABLE)OF THE mCn
601n 170.0 885 170.0 701 170.0 10e3 170.0 797 158.5 1158 170.0 878 138J 1156 1e7.0 028 123.3 1158 158.5 917 111.0 1156 149.7 910 92.5 1156 144.5 903 79.3 1156 144.5 903 69.4 1156 144.5 903 SELECTED MULLION.IT WILL (�.. (O
YIELD A MINIMUM ANCHOR Z
631n 170.0 930 170.0 746 159.6 1040 170.0 850 137.0 1049 156.5 880 110.8 1049 141.7 648 108.5 1049 132.0 830 95.9 1049 125.5 137E 70.9 1049 119.3 820 66.5 1049 118.9 819 58.9 1049 118.9 BIB CAPACITY WHICH*MAYBE
$ 88In 168.6 955 170.0 769 139.0 855 151.3 809 118.1 &SS 133.7 788 1042 956 121.4 775 92B B55 1120 765 83.4 85S 109.4 757 69.9 955 99.8 749 59.8 955 88.7 746 621 BSS 95.7 748 USED TO QUALIFY ADDITIONAL Z Wg W�
e ANCHOR OPTIONS FROM THE O.
3 721n 128.5 B03 131.9 eB7 707.0 803 114.9 882 81.8 803 101.1 670 60.3 007 B12 859 71.4 e00 83.9 848 84.2 803 78.8 8/2 53.5 803 72.2 832 45.0 807 89.8 828 40.1 803 69.7 627 ANCHORCAPACITYTABLE. J Q
'S 781n 109.2 721 114.1 e29 91.0 721 97.0 ate 78.0 721 85.1 6o5 ea.3 721 7a.5 595 a0.7 nI 70.1 588 64.6 721 05.4 579 45.5 721 69.4 569 39.0 721 56.0 564 34.1 721 56.1 583 ¢ J r O
76 In 101.0 084 105.4 599 84.2 684 89.4 587 722 654 78.4 676 63.1 684 70.4 567 66.1 684 04.4 558 50.5 884 $9.9 551 42.1 684 54.1 641 36J 684 51.3 538 31.8 684 50.6 634 1-
¢ N
BO In 65.8 614 67.9 156 54.8 514 67.3 448 47.0 614 50.0 440 41.1 514 44.6 433 39.6 614 40.5 427 32.9 614 37.3 421 27.4 514 33.0 112 23.5 611 30.4 106 20.8 514 29.0 403 rn�Z � cs
98 In 542 452 65.7 404 45.2 452 47.0 390 38.7 452 40.8 380 33.9 452 36.4 384 30.1 452 32.0 378 27.1 452 30.3 373 22.0 452 28.6 385 10.4 452 24. 3359L
452 22.8 355 (p K B O O
108 N 38.1 357 38.8 322 31,7 357 32.7 317 272 357 28.4 312 23.8 357 252 308 21.1 357 22.7 303 19.0 357 20.8 ZB9 15.8 357 18.0 2B3 13.6 357 te,2 2e7 357 15.0 283 co 0 w
III In 35.1 311 35.8 308 2B.2 338 30.1 301 25.0 339 28.1 288 21.8 338 23.1 292 19.5 338 20.8 28B 17.5 336 19.0 284 14.6 33a 16.5 278 12.5 338 14.a 273 338 13.0 28D 4rj
120 In 27.7 20B 2B.2 2B3 23.1 leg 23.7 259 19.e 2e9 20,5 258 17.3 289 fa.1 252 15.4 289 16.3 24B 13.8 289 14.0 246 11.8 2B9 128 240 9.0 289 11.4 238 289 10.4 232 (,) X Q O 0
7
a An rn
TABLE 5BZ �
Substrate: 27B Concrete 3N Caltorele3.Sk Cono. Hollow CMU Filled CMU P7 Woctl E#1281t"I
Anchor Anohar 3116'Elco 114'Ebo 3116'DeWat 114"DoWall 5/16'Elco 3110'Eloo 114'Moo 3116'D.W1111 114.OeWaIt V4"SS Elco 5110"Elco IW SS Elco .#10 Steel #12 SteelI PRODUCT REVISED
Capacity typo• Ultrecon Ultmcon UBraeom Ultracom Ultracon Ultracon Ullmeon UlDawm Ullraaorw ApPeOstor Ul9eoon AggreGator Screw(G5)Screw(GS) S) a complying with the Florida
(Ibe) EdgeDistance On): 1" 2.1/7 1' 24W 1' 2-1/2" 1' 2.124' 3.118' 1' 2.112" 1' 2.1/2" 1' 2.112" 1° 2-IM 2" 3.11W 2 ClAr 0.61' Building Code
Embedment 0n): l-T4" 1-T4' 1.3/4" 1-W 1-&4' 1-I4' 1.3/4" 1.V4° 7 1-1/4' 1-1/4' 1.1/4' 1-1/4' 1.1/4' 1-1/4' 1=1/4' 14/4' 1-111' 1-1/4" 2' 1.319' 1.9'8' NOA-No. 20-0406.03
2 Anohara®4.75'Min.O.C./Standard orOSeet Olp(Fla•1): 390 lbs 390lbs 1501be Bea IW 310lbs OW IW 2201bs 870 ibs 1644lbs 270lbs 280lbs 3M bs 74DIbs 230lbs 37o1be 3200a 680 MeV4880
604 lbs Mica 341Ibs 4421beExpintlon Bate05I26/2026
4 Anon=a IA5MIn.O.C./Stardard(or OrtceO alp(Fig,2): 4801bs 70D Ibs N/A WA 3201be 12801be 3701bs WA WA WA 380 lbs WA WA WA 7401he NIA NIAWA WA 882lbs 6051Ws4 Anchors®3'Min.O.C./(2)2a5A1gle Clips/(Fig.3): 7801ba 7801be WO ibe 15801bs 6201be 1260lbs 4401W 1740 Ibe 1890lbs 6401bs 5601be WA 760Ibe 4601be 7401)s W Ib3 1160Ibs1bs 1B921bs 6821bs 885lbs By3AnohcrsQ0.46"Mln.O.C./LCBp•Into.l2$'Alan.(Flg.4): WA WA NIA WA WA WA NIA WA WA WA WA WA WA WA WA WA NIAWA WA NIA NIAa Mleml-0ade Product Control
1 Arohcr/F•Gip(Flg.4 195lbs 1951bs 225 Iba 44B Ibs 15516e 1111ba 1101be 436loc S22 tba USIbs 1401bs 1771. 3701ba 1151be 1861bs 18011a 290 ma3321be 4731he 170 NA 2211bs 2601bo
2Amhmc A 1.16"Min.O.C./F-alp(FIa•B): 240 Me 3501he NIA WA 1601be 6301oa IB510aWA WA WA 1801be WA WA WA 3701os NIA NIAWA NIA 341 the 4421ba 500[be
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
tilt 111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3 125" `��� op?LYN,y,7l,
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �'��•''I,IGENSF',
. • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ' 13
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. :r ND.58705
Soo" -
ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED "0 ;�.
S�
CONCRETE.BLOCK UNIT(CMU)SHALLCONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED � •, Ir
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE W63-TSAND BE A MINIMUM OF.125' 'Q'• )�E Z0,'1<v;
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEELTO BEAT I"'X 3.125"X.5'MULLION ��(� F
• (1"VFMULLION) ,(� 4ORIOf!..•'•
LEAST.126"THICKANDA36.ALLANCHORSINTOMETALSHALLEXTENDATLEAST3SCREWTHREADSBEYOND i S •..... C9 �
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,le-8 Ss.OR 410 Ss. - �''/S,�ONAL EN
A.LI/Nu MILL�=E1t,P.E.
FL P.E.#58705
TABLE 6A
Mullion Capacity Table(Ibstlls) ANCHOR CAPACITY
Opening Width(for vertically-spanning mullions)orOpening Height(forhodzontally-spalydrg mllions) ADJUSTMENT FORMULA: a! 6
60 in 00In 701n 801n 901n 1001n IZDto 1401n 1601n yyjj ¢QF
R.Wplar TraplTd.9. Rectangular Tra Bang. Re.tangular TraprMang. Reatengular Traprrdang. Reatanpilar Trap/Tdang. Reaten (DP_)X/ANCHOR CAP.,,e„ 1
PIT gWar 7FLeadinng. Re Loading
hLoadinng. Rectangular TrLoadinng. R.Loading
hLe.dan& `MULLION CAR,m,- �7
1x4Y.126 1-aadln0 Loafing l-oad�ng Loafing Loading Loading Loading Loading Loading Loading Loadn9 Loafing loosing Loading Loading Loading Loeding lne&rg oY y w
Alum.Tube a a n r z z• �• �' E• A' .�' �' £ Fs .; £ A'_ .'s... Aa' .. -ANCHORCAP.,"a
Mullion
g y^ °� �� �� O "p � � USE THIS FORMULA TO OBTAIN 04
g ❑ LLj
All € S s THE"ANCHOR CAPACITY (q
§ � jj
a
d d rc f - REQUIRED"CORRESPONDING Z
421n 170.0 620 170.0 435 170.0 744 t70A 478 170.o BBB 170.0 5n8 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170,0 521 170.0 1408 170.0 521 145.8 1489 170.0 521 127.6 1469 170.0 521 TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE
451. 170.0 708 170.0 524 170.0 850 170.0 594 770.0 992 170.0 830 170.0 1133 170.0 081 170.0 1275 170.0 677 160.3 1303 170.0 680 13D.3 1303 170.0 680 111.7 1303 170.0 080 07.7 i303 170.0 680 OPENING,WHEN IT IS LOWER _
50.M51. 170.0 747 170.0 563 170.0 S96 170.0 831 170.0 1646 170.0 684 170.0 1105 170.0 723 166.1 1235 170.0 747 140.6. 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 750 87.8 1235 170.0 758 THAN THE MULLION CAPACITY M 8 U
541n 170.0 797 170.0 612 170.0 956 170.0 691 ['2
1110 170.0 764 154.4 1155 170.0 603 1372 1158 170.0 837 123.5 1158 170.0 658 102.9 1168 170.0 861 882 1158 170.0 561 77.2 1158 170.0 681 (FROM THE TABLE)OF THE W O ¢ ,
SELECTED MULLION.IT WILL m m >?
601n 170.0 885 170.0 701 166.7 1042 170.0 797 1042 161.1 832 125.1 1042 146.7 815 1112 1042 13CS 601 100.0 1042 130.2 701 83.4 1042 126.1 762 71.5 1042 1251 762 62.5 1042 125.1 792 YIELD A MINIMUM ANCHOR f0 W
831n 170,0 B30 170,0 748 1612 BB2 163.6 818 9B2 144.4 7BB 1 t3.4 982 131.0 702 100.8 992 121,4 788 .80.7 992 11/,0 758 75.6 BB2 108,4 745 84.6 BB2 108.0 744 58.7 902 108.0 744 CAPACITY WHICH MAY BE Z
USED TO QUALIFY ADDITIONAL O
601n 186,4 947 170.0 789 137.8 947 148.0 768 997 130.3 780 103.4 947 117.7 752 91.9 947 106.7 73B 52,7 9N 1D22 727 %9 D17 95.1 713 59,1 947 84.0 711 67.7 9{7 91.0 711 ANCHOR OPTIONS FROM THE ? V o W
72in 135.0 849 142.7 737 1132 849 121.6 722 849 108.9 700 84.9 $49 98A 696 76.5 $4B 88.7 688 67.9 849 82.7 676 50.8 849 75.3 659 48.6 049 72.5 652 426 849 72.4 851 ANCHOR CAPACITY TABLE. UJ761n 115.5 762 120.7 665 86.3 762 1028 652 762 90.0 640 722 762 00.9 629 64,2 762 742 620 57.8 762 692 813 48.1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 595 1 (p orc78 in 108.8 724 111.4 634 89.0 724 94.8 821 724 Bt8 609 66.5 724 78.4 599 69.4 724 69.1 891 83.d 724 63.4 553 44.8 T24 67.3 6T3 38.2 724 64.3 587 33.{ 724 83.8 BBS _
J
001n 60.0 543 71.9 483 68.0 $43 60.7 474 49.7 543 52.0 466 43.5 643 47A 468 38.6 543 42.8 452 34.8 543 39.5 446 28.0 843 34.9 f38820.5
613 32,1 430 21.7 543 30,7 426 Z = Q Ol
Q g 12 m
981n 57.3 478 68.9 427 47.8 478 49.7 419 40.9 476 43.2 412 38.8 478 30,5 408 31.6 47e 34,8 400 28,7 478 72,0 795 23,9 478 28.1 178 26.8 3B0 17.9 476 242 07604108 In 40.3 377 41.1 341 US 377 34.6 335 25.8 377 30.0 330 25.2 377 26.8 326 22.4 377 24.0 321 20.1 377 22.0 317 10.6 377 19.0 377 17:1 304 ❑ •7
Ill in 37.1 357 37.0 323 30.9 357 31.8 318 28.6 357 27.5 313 23.2 357 24.4 309 20.0 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 � X
120 In 20.3 3M 29.8 278 24.5 30e 26.1 274 21.0 305 2t.7 270 18.3 3, 112 11 16,3 3. 17.3 283 H X
1441n 17.0 212 172 1 198 ¢ -IItz1vo
VrnTABLE 6B o ISubstrate: 2.7k Conorele 3k C.norete 3.5k Coin. Rollaw CMU - Mad CMU PTWood Metaly �Z'
Anchor SH6'Eloo 114"Elco03101be
DeWalt 114"Oswalt 6916•Elea 311W face 114'Era. 3'i6'DsWall 114-Dowalt 114'68 Mco Nth'Eloo 114'66 Elco #10 61eal 0128teal 91281eel
Anchor Type: Ulira.on UlBaoonaaonr' Ull cam Ult con Ultracon Ulllaeon Ultraocn+ V11110anr A reOator Ulbaoon eaator 8orew G5 8orew PRODUCT REVISED
Capacity re gg Aggr ( ) (O6) 8orew(OS)
fibs) Edge Ohtance Qn) 1' 2.112' 1' 2-11T2.11T 1' 2-IW 3.118' 1' 2-11z' 1' 2.11Z' 1' 2.11T 1' 2-1/r 2' 3-116' Z' 0.40' 0.54' 0.W •s com 1y17 with the Florida
Embedmed 8nk t-3r4' 1ar4" 15'4' 1.3/4' 1014" 1-3I4' 1.314' T 1.114' 1.114' 1.114- i-lW 1.114' I-lW 1-t14" 1-114" 1-114" 1.1W 2" 1a18' 1-318' varier nullding Cods
2Anch..CD4.75"MIn,O.C./Stoned or O9ast COffig.1&2): 39D IN 390 Im 4501b. 8901be - 630 IN 2201bs 8701ba 1644IN Z701be 2501bs 354 IN 740 IN 230 IN 370IN 3"IN680 IN 374Iba 664lbo 94B IN 3411a. 4421be 6601M NOA-No. 20-0406.03
4 Anthem 4112,25'MIrL O,C.I Standad(or Chet)CUP(Fig.3p 700Its 7001be 5801bs 1410 IN 1280IN 4201bs 1720 IN 952IN WA 550IN WA BWIlea 390 ins 740 IN 510IN lowIs WA SWIbs WA 682 IN 8&5IN 1120 IN Expiration Onto 05/26/2026
B Ahrs®1.15'MIn.O.C.I Stared(or Offset)alp(Fig.4} 96D IN 14001bs WA WA 2520 Ibe 740IN WA WA WA 760 Ibe WA WA WA 14801bs NIA WA WA WA NIA 13631ba 11701M 2240 IN !^4 Anchaia®3'Min.O.C./(2)2r6 Atgle Olps I(Fig.5): 780IN 7801bs 680 IN 1660 ibs 12501bs 440 IN 1740 IN 1SMThe 6401be 560 Its WA -760 Me 460 IN 7401bs 6401bs 11601ba 748 lbs ew IN 19921ba. 892 IN 88515s 1120 IN By Z6 Amhola 403'Min.O.C./(2)9r6Arga Ofpsl(Flg.e} 11701bs 11701ba 102D 16e 23401bs 18B016o BBO Iha 26101be 28441bs 0101bs 0401as WA '11401ba 6901ba 11101be 9801ba 174016s 112216e 13201bs 283E Ibs 10221bo 13271MW112.
Mlaml-Dade Pro uct Contra4 Anchors®0.45'Min O.C.!U-01p,Inlo.126"Alum(Fig.7pWAWA WA WA WA NIA WA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA2Anohae 0226'MIn.O.C.1 F-Clip(Fig.8); 3501bs 350 IN 290IN 705Ila 630 IN 2101be 8601bs 47616s WA 2B01bs WA 3151bs 195 IN 370 its 255 IN 530IN WA 440 IN NIA 341 IN 442Ibs
4 Anchors Q 1.15"MIM O.C.1 F-Olp(Fig.4 4801be 70014a NIA WA 3201W 12601ta 3701ba WA WA WA 380[be WA WA WA 7401bs WA WA WA WA WA 6821aa 8851bs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1 000"
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES. FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 71 I I I I 1
• • • • • • • • • F.
• • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `� \\ IV
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ;���'t�•''\,\GENy�F'•�C��i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES No.SB705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - 'N
FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS.
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ��Q'•, Y7 ;'•<U��
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATED YELLOW .125" 'L\ 'c
• • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TB AND BEAMINIMUM OF.125"THICK.STEEL �i�(�s''•.��R.....
STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK S1ONAL
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& l l \\
#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 B.S.OR410 S.S. 1"X 4'X.125' A.LYNFIIUIEW P.E.
MULLION FL P.E.#58705
TABLE 7A Q
Mullion Capacity Table(lbstfle) q
ANCHOR CAPACITY
Opening Witith(for vertically-sparkni g mWlore)or Opening Height(for harizorltaly-spanning mulllons) ADJUSTMENT FORMULA:
501. Win 701n so In 901n 1001n 120 in 140 in 1601. i
(ANCHOR CAP.,m,,,,,\
1 x4 X.375 PeclengWar hLos.ng. Rectangular Treprtbang. Reotangular TreprTrian9. RecWngWar Trap/friang. Redengelar Treprtdan9. Rectangular Treplydang. ReeUngular 7FepRdang, Rectangular TreeRi}ang• Rectangular TrepfTdmig. (DP=)X`MULLION CAP.,,®,-) A
Alum.Tube Loading Loading Loading
Loading Loading Loading Loadna Loading Loading Loading Loading Loading Loa¢rrtg Loadng Loading Laedirrg Loading Loading RoY
g T" r r 2r r t r A u_ v _ a r _r_ r r
=ANCHOR CAP.g,
Mullion A A� A X� g $ @ � A �� @ N
b S£Y 8 m e USE THIS FORMULA TO OBTAIN tf 0 LLl
a h < THE"ANCHOR CAPACITY co
¢`zu. d�a� d d�¢ gB dpz dprc8fe f� f� �rc� f v a d� aE s d 2 �. d� REQUIRED"CORRESPONDING Zoo:
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 880 170.0 606 170.0 992 170.0 519 17b.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1405 170.0 621 170.0 1735 170.0 621 170.0 1853 170.0 521 TO AN ACTUAL PRESSURE a
48in 170.0 708 170.0 524 170.0 850 170.0 584 '170.0 992 170.0 SW 170,0 1133 170.9 661 170.0 1275 17aD 677 17D.0 14n nao eao nD.D noo nao eBo t7aD fee3 nao bag fat.a 2pz4 nD.p seo REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER U
50.625 In 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 170.0 756 170.D 1703 170.0 756 156.0 1919 170.0 756 138.5 1019 170.0 750 THAN THE MULLION CAPACITY
(FROM THE TABLE)OF THE W a Q sale vo.p 7e7 170.0 e12 nD.o ese no.o 691 no.o 111e 170.0 754 tto.o 1275 170.0 so3 na.o t434 na.o 537 flD,o 1694 170,0 858 188.8 rse nD.D eat 737.1 nse tto.o eel 120.0 vea flD.o bet SELECTEDMULLION.ITWILL In t4j
801n 170.0 Bey 170.0 701 170.0 1083 170A 797 170.0 1240 170.0 078 170.0 1417 170A 944 170,0 1594 170.0 BBB 195.5 1619 170.0 1033 INS 1019 170.0 1063 111.0 1819 170A 1083 972 fefe 170.D 1083 YIELDAMINIMUMANCHOR fO W
W In 170.0 93D 170.0 745 170.0 1110 170.0 850 170.0 13D2 170.0 940 170.0 148E 170.0 IMS 156.7 1542 170.0 1076 141.0 164E 170.0 1122 117.5 1542 168.5 1168 IDD.7 1542 167.9 1157 86.1 1542 167.9 1157 CAPACITY WHICH MAY BE Z
USED TO QUALIFY ADDITIONAL 7 m 0
66In 170.0 974 170.0 789 170.0 1169 170.0 9M 170.0 1384 170.0 1002 160.E 1472 170.0 INS 142,a 1472 168.8 1148 128,E 1472 158.8 1130 107.1 1472 /47,5 1108 91.6 1472 148.0 1104 80.3 1472 146.0 1104 U g W
ANCHOR OPTIONS FROM THE Z p
721n 170.0 106] 170.0 878 170.0 1276 170.0 f009 150.0 1320 168.2 1101 132.0 I= 149.0 1082 117.3 1320 137.8 1068 105.6 1320 120.E 1049 86.0 132D 117.0 1024 76A 1320 112.0 1013 66.0 1320 112.5 10t2 ANCHOR CAPACITY TABLE, W
ll
j. 781n 170.0 1122 1T0.0 937 1{9.8 1184 159.4 1013 128.2 1184 139,9 884 1122 1184 125.7 970 993 1164 115.3 964 69.5 1164 107.5 952 74.0 1184 97.0 $35 641 1184 93.1 927 58.1 1164 9Z3 925 J N � �¢
r O
g 787n 166.1 112< 170.0 BSI 13e,4 1124 147.0 986 116.E 1124 128.8 947 103.8 1124 115.8 831 9Z3 1124 105.8 818 83.0 1124 88.6 806 60.2 1124 89.0 890 59.3 1124 8/.3 881 51.9 1124 83.2 Bib F¢•- J .- N
901n 10a1 844 111.6 760 90.1 044 94.3 736 77.2 844 82.1 724 67.6 844 73,3 712 60.1 844 66,5 702 54.0 VA 61.4 623 45.0 844 54.2 676 36.0 664 60.0 666 33.8 044 47.7 662 Z Q O r0
96In 89.1 742 81.5 683 74.2 742 773 652 83.8 742 672 edit 95.7 712 69.8 631 49.6 742 66.1 822 44.9 742 49.5 614 37.1 742 43.8 B00 31.6 742 39.6 680 27.8 742 37.6 984 � �
fOB In 628 58B 63.8 930 62.1 586 835 62f 41.7 566 48.6 5f3 39.f 569 41.4 503 31.5 586 37.3 498 3f.3 506 34.2 Ila ?d:t 586 ZB.6 48f 223 988 2e.8 472 19•9 QBB 24.7 488 N e7 ur
III In 57.8 595 58.0 603 48.0 555 49.5 495 41.2 5% 42.9 487 36.0 555 39.0 480 32p 858 34,2 473 28.8 -655 31.3 d6'7 24.0 595 27.1 457 20.6 555 24.3 448 tag 555 224 442 X
1201n 45,8 476 46.4 433 30.0 475 39.0 428 32.6 476 33,7 420 28.8 475 29.8 414 25.3 478 26.11 qOB 22.8 479 24.5 404 19.0 476 21.1 395 18.3 475 18.7 387 14.3 475 17.2 3Bi y
1441n 26,4 .11 .7 305 22,0 330 224 3D1 18.8 330 18.3 297 18.5 330 17.0 2B3 O X Q Q
g �0�
TABLE 7B �
Subslrele: 2.7k Concrete 3k Concrete 3,6k Cane. Fidlow CMU Filled CMU PT Wood Metal
Anchor 3'15.Va. 114"FJoo 3H6"DDWe11 1/4"D.We11 6't0'FJoo 3116'Elao 1/4"Sao 101V DoWe1t 114'DaWatt 114'SS FJoo 5116'E1co 1/4'SS EIco #106tael #1281Ce) 1112 St.)
Capacity A.ha`Tr�' Ultreeon upraa0n Ultraam ubeoon. Ullntoon Utraoon Maim Ultmomf Uilracone Agpa06tor UOmcon AggreGelor ScrewO5)acr9WOW Somw(35) PRODUCT REVISED
(lbs) Edge Delano•On): 1' 2-VT 1' 2.117 1" 2.112" V 2.112' 3.1/8' 1' 2-112' 1' 2-1/2' 1" 2-V7 1" 2.11r T 3.11W r 0.48' 0.64- 0,324' •s cam In with the F orlds
F-mbedment On): 1.314- 1344- I-T4- 1.314- 1.314' 1.T4- 1314' 13f4- r 1.114' 1-114- 1%VV 1.1/4' 1-U4' 1.1141 1.114" 1.114' 1.114' 1.114' r 13B' 1315' vade9 sullding Code
2 Amhara 04.78'Min.O.C./Standard or O5sel Cllp(Fig.182): 39016s 3801bs 450lbs 890 Ice 310lbs 630 lbs 2201bs 870 rba 1844lb. 270 bs 2801be 3541W 7401be 230It. 3701ba 320 Ibe 580[be 3741b3 664 lbs .846U. 3411bs 4421ha 69ft NOA-No. 20-0406.03
4 Amhara Q 2.25 Min.O.G/Standard(or Cited)clip(Fig.3): 7001bs 700 lbs 580 the 14101bs 6201bs 12601be 4201bs 1720lbs 9521bs WA WO lbs WA 6301be 390lbs 740lbe 510lbs 10601b3 WA Sao lbs WA 682lb. 8851be 1120 lbs expiration Date 05/26/2026
8 Anchom@1.15`Mr.O.C./Standard(or Offset)Clip(Fl9.4): See The 1400 Me WA WA 64016e 2520(to 7401bs WA WA WA 7601b4 WA WA WA 1480It. WA WA WA WA WA 1363 H. 1T701bs 22401ha (/r--
4 Anahom @ W Min-O.C./(2)2x5ABIa Clips/(FIg.5): 78011s 7801be 6W IW 1560 lbs e201be 1260lbs 4401W 1740lbs 18gB lba b101bs 6601ba WA 760 the 460lbs 7401be 640 to. 1180lb3 74a lbs 8801bs Ifin 1W B821bs 8851Fe 1120lbs BY
B Anchors@3'MIn.O.C.1(2)2z6 Angle Clips I(Rg•8} 11701b. witIb6 1020 lbc 23401bs 9301he 1690 Me 6601b3 281010s 284416s 8101bs 8401be WA 11401ba 690 it. 111D Iba 980lbs 17401b3 11221ba 13201bs 25381bs 10221ts 13271bs iew11 Mlaml-0ode product Control
4 Ana)ure @ 0,45-Mln,O.C.I U-Clip,Inca.125 Alum.(Fig.7): NIA WA WA WA WA WA WA N/A WA WA WA WA WA WA NIA WA WA NIA WA WA WA WA 14301 I
2 Amhara Q ZW Min.O.CI F-Clip(Flg.B): 350Ibs 350 Iha 2001be 7051bs 310 IM 630 Ibs 210 Ibs 8601be 4781D3 WA 280 Me WA 316IN 1BSIbs 370Ibs 2561be 5m Me WA 44D Ibs WA 3411bs 4a21bs 5601ha
4 Acham 4D 1.16'MIM O.C./F-Cilp(99.91: 460lbs 700(be WA WA age Ib 1260[be 37g(Im WA WA WA 380 lbs WA WA WA 740Ibs WA WA WA WA WA 1 6821be 885 Ibs 1 11201bs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ---� 1 062" f••^ -j 1 000" (--
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • • • • • • • • ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
o N,�
• • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��`'C'r.•'�10ENgF••ACC��
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000" 1 No.58705
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - -
FIGURE5: FIGURES: FIGURET
• • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ��O '7!Z o 0
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AM C-90.WOOD SHALL BE : ,� SY
• • • • IPRESSURE-TREATED YELLOW .125'TRNPSE WITH ELSTUDSTOF0AMINIMUMG SHALL BE �i�(�s''.;°<ORIDP,..•G�=`.
• • 8063-T6 ANO SEA MINIMUM OF. THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AN0.045" 375" 375" �i S'
THICK(18GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36-ALL ANCHORS 77 NAL tv
ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 11X 4"X•3751 I 7"X 4'X.375' r A.LYNN 11 1 FR,P.E.
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 5.8, '7'-MUWON MULLION FL P.E.#58705
TABLE BA 8
Mullion Capacity Table Ihsllt2) ANCHOR CAPACITY
Opening Wldlh(forvertically-spanning mullions)or Opening Height(for horimnfely-spanning m1110ons) ADJUSTMENT FORMULA: F
so In 6D1. 701n in 90In tooln 12Din 140In 160in ANCHOR CAP.,,,,,,.
126"x Floor. Trap/rdeng. Reetrorad Tmprrdang. Reelan9ulor TmpRdang• Rectangular Tar ang- Rectangular Tmplliiang• Rectangular Tmpl7ting ,Rectangular TLaden9• Reeading.tnow TL-firig Reo.dirigr 11Loadinng. (DPm)X(MULLIONCAP.,®,„,
Landing Loading Laadi.B Loading Loading Loading loading Loading Loed'm9 Loading Loading Lo.d4r9 Loadlr,g loading Loading Landing Loading Loading of Ur
3.188"x d y, L D t L• D L B ID 2r D �' L• F D D D L L• L 2` Z �• L £ Z' ✓= .'�� =ANCHOR CAP., to
o:
.265"Alum
B a s t o a m a a s as a
Tube Mull • _• �e �' �` 9 �'-- a 8-- �'� .o o .� y $< 3 .59 3 c5 8 39 a a< c3 8` USETHIS FORMULATO OBTAIN O Ui
19 s� e� s� a s€ sff s� e.B s� he s� a s e.s s� r� tr �� 2 N a
q rc f� 2 I rc i, E 2 d`� �C d`rc �� �rc �_, d`rc � � �- rc 2� REQUIR D"COR ESPON fp
� I �� � Fd� � � REQUIRED"CORRESPONDING z F-
421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 eez 170.0 819 170.0 1110 170.0 621 770,0 1240 770.0 521 170.0 148E 170.0 621 170.0 1735 170.0 621 151.6 1769 170.0 521 TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE O
451n 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 1 170.0 On 170.0 1417 170.01 680 154.8 IM8 170.0 680 132.7 1548 170.01 680 116.1 15481 170.01 680 1 OPENING,WHEN IT IS LOWER : _
50.625 In 170.0 747 1 170.0 663 170.0 898 170.0 631 170.0 1046 170.0 68! 170.0 1145 1 170.01 723 170.0 1346 1 170.0 147 f67.0 1488 1709 1 756 1392 1488 170.0 756 119.3 1468 1 170.0 766 104.4 1468 170.0 738 THAN THE MULLION CAPACITY �'
(FROM THE TABLE)OF THE W o Q
54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.8 137E 170.0 856 122.3 1376 170;0 881 IOU 1376 170.0 881 91.7 1378 170.0 Be' m O
SELECTED MULLION,IT WILL ] U �
601n 170.0 885 170.0 701 170.0 1063 170.0 797 155.9 118E 170.0 878 139.0 1158 167.4 930 123.6 1160 156.8 919 1112 1158 150.0 912 923 1158 144.8 905 79.4 1158 144.8 SOS 09.5 1158 144.8 905 YIELDAMINIMUMANCHOR HLLJ
$31n 170.0 930 170.0 745 180.1 1051 170.0 8W t37.2 1051 155.9 582 120.1 1051 142.0 848 108.7 1051 132.3 837 96,1 1051 125.7 030 80.1 1051 119.E a22 68.6 1051 110.1 a21 60.0 1051 119.1 621 CAPACITY WHICH MAY BE (L Z
USED TO QUALIFY ADDITIONAL O
g861n 167.1 957 170.0 780 133.3 957 151.6 80.E 118.4 957 134.0 780 104.4 957 121.6 777 92.0 957 112.8 787 83.6 957 100.e 769 69.6 957 100.11 750 59J 957 B09 748 52.2 957 98.9 748 ANCHOR OPTIONS FROM THE Z J� WW
c 72in 120.7 50! 135.2 688 107.3 804 1152 884 91,9 804 10t.3 671 BOA SO4 81.4 WO 71.5 804 84.1 650 84.4 804 78.8 843 63.0 804 72.3 833 48.0 804 69,9 629 40.2 804 68.8 87d ANCHORCAPACTTYTABLE. ? p
761n 109.{ 722 11{.4 830 B12 722 972 878 78.2 722 85.3 608 88.{ 722 76.7 586 60.0 722 To.3 figs 54,7 722 ¢5.5 680 45,8 722 39.6 570 39.1 722 36.7 665 34.2 722 662 584 J
? C ` O
Z 781n 101.2 586 105.8 60D 64A 685 89.6 688 72.3 685 78.5 577 63.3 685 70.5 568 562 885 04.5 560 SDA 885 60.1 553 42.2 095 54.3 543 38.2 685 51.4 537 31.6 685 60.7 538 F N Q �
80In 66.9 916 68.0 457 64.0 516 67.5 M9 47.1 at6 50.1 441 41.2 615 M.7 434 38.6 $15 40.6 428 73.0 515 37.4 4a 27,5 515 33.1 413 23.6 516 70.5 407 20.8 516 28,1 404 )(
go In 54.3 453 55.8 404 45.3 453 47A 397 30.8 463 41.0 391 33.0 453 36.4 385 3D.2 453 33.0 370 272 433 30.1 374 228 483 29.8 388 18:4 453 24.3 380 17:0 453 22.9 358 H O�Z c, c0
m id O O
1OS In 38.1 358 39.0 323 31.8 366 328 318 27.2 358 28.4 313 23.8 364 252 308 2t.2 368 22.7 304 18.1 358 m.0 300 15.9 358 18,0 283 LU A
Ill in 35.1 330 35.8 306 29.3 338 30.1 301 25.1 336 26.1 297 22.0 338 232 293 10.5 335 20.0 289 17.6 338 19.1 285 a K
1m M 27.8 280 78.3 261 232 290 2J.8 260 19.0 2B0 20.6 268 17A 290 182 253 15.4 290 i6A 2!B O O O
44 in 1e.t 201 10.3 188 ¢ ZmOsp
g
TABLE 8B N
substrata: 2.7k Conorele 3k Coronet. 3.6k cow. Hollow CMU Filled CMU PT Woad Motel
Anchor NIS,Eloo 114"Elea ails'Dawall 114"Dewalt 6116'Eloo 3116'Eloo 114'Eloo 3/16'DeWe0 114"Oaftt 114'55 Elco/W16'Ele. 114'SS Eleo 010 Steel 012 Stood 012 Sleet PRODUCT REVISED
Anchor Type' Ultiewn UK,- Ultram+ Ultlacon+ Ultrecon Ulbaoon UOracon Utmwn+ UBmoon+ AggmGator Ultmc.n Agg,.Gatur Borcw(GS)Bdmw(05) Sorow(G5)
Capacity as comp Ing with She Florida
([be) Edge Dletance on): 1' 2-11Y 1' 2.1/2' 1. 2-112' V 2.1/2' 3-1I8, 1' 2-1/2' *370ibs
2" 1' 2-1/2' 1' 2.112• T 3.118' 2• 0.46" 0.W 0.324' Buiiding eda
Embedment n: 1.3/4' l V4' 1-W 1-314' 1.114' 1-W 1.3'4' 1.3W' 2- 1-1/4' 1414" 4' 1.114' 1-114' 1.114' 1-114' 1.1/4' 1.1lP 2' 1�8' 1.316" wdee NOA�Io. 20.0406.03
2 Anatars®4.7W Min.O.C. Standard or Oreet Up(FIg.1): 3901bs 39D Ibs 450 We 8901ba 3101W 630 lbs 220lbs 6701bs 1644lbs 2701bs 2WIles Ws 2f0lbs 3701tn 320 He 5801bs 3741be 884Ito 948Ito 3411bs 442Its 6501W expiration Date 05/2612026
4 Ancham C 1.16'Min.O.C./Standard(or Offset)CBp(Fig.2): 480 Ibs 700lbs WA WA 320 Ib. 1260It. 3701bs WA WA WA 380It s WA 740 tbs WA WA WA WA WA BB2 Ibe BB51ts 11201bo
1I
4 Am1am®3°MIn.O.C.1(2)295 Angle Clips/(Fig.3). 780lbs 7801ba 680lbs 16e01bs 6201b. 12601bs 440lbs 17400a 16981ba 540 Ora 660 Mstoo 460 too 7401be 6401ba 11601bs 748 roe BBOIbs 1B921be BB21be 8851ba 11201ba By
.s
4 Arahae 0.45 Min.O.C./U-CIIp,Into.125'Alum(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430Ihs RAlam-Dade Product Contra
1 Awtarl F-Cllp(Fig.5): 1B91bs 1251ba 2251be 4451be 155lb. 3161W 1101he 411 The 822 Ms 13510e 14D0a ibs 115 Soo 185 Ibs 160lbs 290 lbe 1871bs 33216s 4731bs 170lbe2Amhm®1.15"MInO.WF-COp(Fig•6):240Ibe 35010e WA WA 1601b5 $301tu 1051ba WA WA WA 190 rasA WA 370lbs WA WA WA WA NIA 341 ID9 4421be 6B0Ibe
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� pN .LYIVIV
FIGURE 3: 3.188" `���,.•••1,lCENs
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No,58705
• • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" _
IN PAIRS. --0
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND 1.0
GROUT-FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL T
BE PRESSURE-TREATED YELLOW SOUTHERN WITH AN SG OF 0.55.ALUMINUM SHALL BE T '•, ST
FIGURE 4: FIGURE 5: FIGURE 6: ATE F
) :0 .(V�`
• • 6063-T5 AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND :CC •'•:c<ORIDP,. ����
.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL t.26"X 3.188'X VIULL MUWON �i�SS'�O"•••"ENG���
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-V4"VF MUWOM E{L tS111
1(A�J
• #10 ANCHORS INTO WOOD MAY BE STEEL,IB-8 S.S.OR 410 S.S. A LYNN M+LLER,P.E.
• FL P.E.#58705
TABLE 9A a
Mullion Capacity Table(Ibs/ft1) ANCHOR CAPACITY
Opening Width(for vertically-spanning mulgons)cr Opening Height(for horizontally-sparning mldliore) ADJUSTMENT FORMULA:
60 in 601. 70In Be In 90 In 100Io .120 in 140 in 160In ANCHOR CAP.,,o„e,
peatanylzr Trap77dan9. Root War TrapRdan& Rectangular TranTdarg. Reatonaular TraplTdana Reatmgular Tra one. Reotanguler TrapRdeng Reotagular TnpTdenB• Realengulor Tnp/7danp. Rectangular TnpRdong. (DFm)X(
1.26 Loading Loading Loading Ioadng loading Loadng Loadn9 Laad'og Loading L.oedng Lcading Loading Loading Loading Loading Loading Loading Loading MULLION CAP,r,o,,,,, x X.100
Alum.Tube P L' a �•_ �_ _ pa} '{qr� �g6• _ _ z _ &• b• r a_ gg_ _ _ =ANCHORCAP._
Mugion 8 � 8 �� � � � B � G tl B tl � �• �" 8� B� U�' I h I �� N
(s p 6 p 5 8 _E 5 p USE THIS FORMULA TO OBTAIN g Q U}j
�' 2 dp M � & dp� $ dp THE"ANCHOR CAPACITY !A LA F-
S 5 f f c c 3 c .� 'i c 5 f w�•-
REQUIRED"CORRESPONDING Z
azN 170.0 020 170.0 /35 170.0 7d4 170.0 are 170.0 age 170.0 608 170.0 892 170.0 fife 170.0 1116 170.0 521 153.3 1t7B t70.0 521 127.7 1118 170.0 521 109.6 1118 170.0 621 95.8 1118 170.0 62t TO AN ACTUAL PRESSURE al
48 In 170.0 706 170.0 524 170.0 a50 170.0 584 167.6 878 170.0 030 146.7 978 170.0 661 130.4 976 170.0 677 117.3 978 170.0 060 97.8 978 170.0 880 83.8 976 170.0 080 73.3 978 170.0 680 REQUIREMENTFORTHE
60.B25 In 170.0 747 170.0 563 170.0 696 170.0 631 150.7 927 170.0 684 131.9 927 168.5 708 117.2 927 159.1 699 105.5 927 158.3 696 B7.9 927 150.3 695 75A 927 166.3 695 65.0 B27 166.3 BBS OPENING,WHEN IT IS LOWER _
THAN THE MULLION CAPACITY
54 N 170.0 797 170.0 812 154.6 089 170.0 681 1326 889 153.8 687 116.9 880 141.E 069 103.0 689 134.0 660 92.7 889 128.E 884 77.3 809 /28.8 652 66.2 859 128.6 652 57.9 869 128.3 652 (FROM THE TABLE)OFTHE U.1 O Q
601n 143.2 74a 193.8 634 119.4 748 1323 620 1023 748 117.0 808 89.6 748 107.8 600 70.6 746 101.0 602 71.6 748 98.6 587 59.7 746 93.3 583 51.2 748 93.3 663 44.8 746 933 583 SELECTED MULLION,IT WILL
CO
631n 123.7 677 132.0 579 103.1 077 113.2 566 88.4 877 100.4 555 77.3 677 91.4 $45 OLT 677 65.2 539 61.9 677 81.0 534 51.6 077 77.0 529 44.2 677 76.7 520 38.7 677 70.7 529 YIELD A MINIMUM ANCHOR � U � W
fig In 107.0 BIT 114.1 830 60.7 BIT 07.6 519 76.9 017 86,3 509 67.3 617 78.3 $00 59.8 SIT 726 494 53A 617 687 489 44.8 617 64A 483 38.4 617 833 402 310 617 83.7 482 CAPACITY WHICH MAYBE � W Z
� USED TO QUALIFY ADDITIONAL
ec 721n 82.8 518 87.1 450 69.1 610 74.2 440 59.2 518 65.2 4.72 51.1 611 68.8 423 48.1 518 64.2 419 41.4 518 60.7 414 34.5 616 40.6 408 29.0 SO 45.0 405 25.9 618 45.0 405 ANCHOR OPTIONS FROM THE Z J
�3 781n 70.5 465 73.7 400 68.7 465 62.6 398 60.3 465 54.9 320 44.1 485 49.4 3B4 99.2 4B5 45.3 978 352 495 42.2 374 29A 4B6 36.3 3fi7 26.2 485 36.6 304 22.0 485 362 3a3 ANCHOR CAPACITY TABLE g J Q
7B In 85.2 441 86.0 387 64.3 441 57.7 379 48.6 441 00.6 3T2 40.8 "1 46.4 388 36.2 441 41.6_ 360 32.6 441 38.7 366 27.2 441 34.9 349 23.3 441 33.1 346 20.4 441 32.7 345 J u rcQ
Be in 42.4 332 43.6 285 35.4 332 97.0 289 30.3 332 323 2B4 26.6 332 28.8 2B0 23.8 332 28.1 270 21.2 732 26.1 272 17.7 332 27.3 2fi6 15.2 332 19.8 282 13,3 332 16.7 280 C t- N
Be In 35.0 291 35.9 260 28,1 201 30.3 256 25.0 291 26.4 252 21.5 2B1 23.5 246 i9:q 2B1 21.3 244 17.5 2B1 19.5 241 14.6 291 17.1 236 12.6 211 11.8 232 ¢ N N
1081n 24.6 230 25.1 208 20.5 230 21.1 205 17.5 230 1B.3 201 15.4 230 16.2 196 ~ X 7yq O 90
ill In 22.6 218 23.1 107 18.9 218 10.4 184 16.2 218 10.8 lot 14.1 218 14.0 100 y N di
1201n 17.9 187 18.2 170 14.9 167 15.3 167 X
147
V N Q
a..r Z 50
TABLE B
Substrate: 2.7k Conelele 3k Conarele 3.6k Cane. Hallow CMU Filled CMU PTWwd Metal 5�
Anchor 316 Elco 1l4'Eloo 316 DeWalt 1/4°DaW51t 618 FJco 3I1B ENo 774'Ew 8118 DeWel 114'DeWet 114'88 Elco 618 EloO 174'SSEco 6108teel 91261ee1 q12 Steel a 888
Capacity AneMrType: Litman uIramn Ulbewm Weder+ Ulfacon Ullmoon Ullrawn Urtra n+ Ulramnr AggleGelar in
AggeOator Screw(G5)Sarew(GSI Screw(G5)
PRODUCT REVISED
(Iba) Edge Distance on) 1' 2.12' 1' 2-10 1' 2.1W 1' 2-112" 3-113' 1' 24W 1' 2-ln- 1" 2.1/T 1' 2.10 T 31 8' 2 0.46' 0,64" 0,a24" as come Inpp with the Florida
Embedment(Ink 1.314' 1.314' 144" 1.314' I-aW 1-T4' 1.314" 1.3/4' T 1414' 1-114" 1.114' 1.114° 1.114' 1-1/4' 1•V4' IAW 1-114' 1.114• T I-W 1.3/8° won Dulidlnp ode
2 Amhara C 4.76'Min.D.C./standard or offset Cup(Fig.1y. 3901bs' 3901bs 4501M 8901bs 3101M 6301be 220Its 870 Ws 16441be 270 U. 2801ba 3541M 7 Ibs 2301bs 370 Lbs 3201M 6801ba 3741M 634 The 9461ba 341 Its 4421M 6601b1 NOA-No. 20.0406.03
4 Amhara C 1.16-Min.o.C./Slendard W Offset)Cllp(Fig.2) 4801M 7001bs WA WA =Ibs 12601M 3701bs NIA WA WA 38016s WA WA NIA 740[be WA WA NIA WA NIA 6a21M 8851M 11201M Expiration Date 05/26/2026
4 Anchors C 3'Min.O.C.1(2)245 Angle 41ps/(Fig.31 780IM 7801M 6801ba 1560 Ind 5201M 12801b1 4401bs 17401M 16961bs 640 ins 5601M - WA 760lbs 460lbs 7401b5 640 Me 11501be 7481be 6801M IBM Ibs 6621M 8851M 11201M
3 Anchors@0.W We.O.C.I LLCtlp,into.100'Alum.(Flg•4): NIA WA WA WA WA WA WA NIA WA WA WA WA WA NIA NIA WA WA WA WA WA WA WA 050Ibs By
1 Amino"
1951bs ie�lba 2261bs 445L 1551be 3161M 1101M 4961M 8221M 135 Ind 1401bs 17716a 370Ibe 1161M 1051b4 1801bs 280Ind 1B71M 3321M 4731bs 170Ind 2211M 2801M Miami-Dade Product Control
2 Anohom®1.15"Min.O.C.1 F•Cilp(Fig.13: 2A0I. 3501M WA WA 16D Ind 8701M 1051bs WA WA WA 1001M WA WA WA 370 Ibs WA WA WA WA WA 341 Ibs 4421M SBO Ibs
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" -°-1.260"-�-I
I I
. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
• • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 t I 1 1111
FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.250" 3.250" `�`\ Y,.....
ALE •,,�
SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
NG a VLCCNSF °'l(
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, No,58705
BE USED 7�-
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE O
=0 '•, / ,2,Z.U
6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �O� S TE OF •!V�
• .045"THICK(1B GAUGE FA.STRUCTURAL STEELTO BEAT LST.125"THICK AND A36.ALL .100 ..." A. �(� '•."CORIO P,.
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1,25"X 3,26-X.1017' 1.26'X 326"X.10D" ASS/ •'..
#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 S.S. MULLION FOR MULLION FOR /////�NAL 1\v
• FIELD-MULLED UNITS FACTORY-MI ED UNITS A.LY R M R,P.E.
FL P.E.#58705
TABLE 10A 4�yn t2
Mullion Capacity Table(thsRta) 3 a
ANCHOR CAPACITY
Opening Wdth(forvedlca9yspanningmuilions)or Opening Height(Whodzordelyspennilg mullions) ADJUSTMENT FORMULA: �' F
60 in 60 in 701n BD N 9D In 1001n 120 in 1401n 160In ANCHOR CAP.,o,,,,,
Rectangular Tmprrriang. Rectangular Trap/rdeng. Rectangular Traprrdeng. Rectangular TIpFRIog. Reclargular TrepRdeng. Rectangular Tmplydzng. Rectangular Trap'Tdang. Rectangular Trap/Thang. Rectangular TrapTriang. (DT:m)X( )
125 x 326 Lsadng Loading Leading Loading Leading Leading loading Leading Laadng leadina Loading Loading leading I.-Ung Load!9 loading Leading leading MULLION CAP.,®,,.,, R
Alum.Tube = .S ,;; ,� .� .3 = .� _ .� 'E 'E •� '9.. •� '�-. •E •5., 3 .. _ 'u'. '� �.. =ANCHOR CAP.,® 2x
Mullion ::� > ILA tl v a >€ A@ m� <�, a� a >€. a �•>. a R !C 10
"-@ 02 s
a u s u s.5 u o.S e e.5 a USE THIS FORMULA TO OBTAIN
rr �_ A v :P 0 4 _"p s s P r P s s P �' - b W
d`rc @ d`o' @ dry $@. $z � �a f@ drz s� $s s'N. dc' a'@. d`z" E $rc �� d`r`s $o d`a9 a drz" �@. d`o9 Ea't f� d`A, srg, $rc REQUIRED'CORRESPONDING 0
TO AN ACTUAL PRESSURE 0
42 in 170.0 620 170.0 435 170.0 744 170.0 478 1T0.0 868 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 521 1170.0 1240 170.0 621 170.0 1408 170.0 521 170.0 1735 170.0 621 170.0 1903 170.0 621 J
REQUIREMENT FOR THE
49 in 170.6 708 170.0 524 1TD.0 950 110.0 684 170.0 992 170.0 630 VDA 1133 170.0 651 170.0 1276 170.0 677 1 170.0 1417 17D.D 680 170.0 1700 170.0 W 169.7 1979 170.6 680 148,5 1979 170.0 6B0 OPENING,WHEN IT IS LOWER U
60.6251n 170.0 747 170.0 663 170.0 896 1TD.0 631 170.0 1046 170.0 684 170.0 1196 170.0 723 17D.0 1346 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 756 1525 1877 170.0 766 133.5 1077 170.0 756 THAN THE MULLION CAPACITY 'd
54 in 170.0 797 170,0 612 170.0 956 170.0 691 170.0 1116 17D.0 754 170.D 1215 170.0 803 170.0 1434 170.0 83T 170.0 1694 170.0 856 156.4 1759 170.0 861 134.1 1769 170.0 661 11T.3 1759 170.0 061 (FROM THE TABLE)OF THE W O Q
SELECTED MULLION.IT WILL m m
60 to 170.0 B85 t70.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 B44 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.9 1511 170.0 1063 103.6 1611 170.0 1D63 9D.6 1511 170.0 1063 YIELD A MINIMUM ANCHOR Imo•• (D W
631n 170.0 930 170.0 T45 1T0.0 1116 170.0 BED 110.0 1302 170.o 340 166.6 1370- 170.0 1015 139.2 1370 170.0 1078 1253 1370 164.0 1032 104A 1370 155.5 1072 895 1370 155.3 1070 783 1370 155.3 1070 CAPACITY WHICH MAY BE W Z
or fib in 170.0 974 V0.0 789 170.0 1169 170.0 903 156.6 124E 170.0 1002 136.2 1240 160.6 1013 121.1 1246 147.1 IDDD 100.9 1248 139.0 089 90.8 1248 130.4 978 77.0 1248 129.0 976 60.1 1248 129.0 976 USED TO QUALIFY ADDITIONAL U) �, O
ANCHOR OPTIONS FROM THE Z W
72 in 167.8 1049 170.0 870 139.9 1049 150.2 692 119.9 1D49 132.1 876 1U.9 1049 119.1 BUD 93.2 INN 109.7 840 03.9 1049 102.7 038 69.9 1049 94.3 B25 59.9 1049 912 820 524 1049 91.1 e20 ANCHOR CAPACITY TABLE. J
o016,,,,n142.7 841 149.1 822 110.9 941 126.8 805 101.9 941 1112 731 892 941 100.0 7n 79,3 941 91.7 766 TiA 941 85.5 T5T 59.5 941 77.6 744 51.0 941 74.0 737 44.8 941 73.3 736 J 0 6 as
TO In132.0 B94 137.6 703 110.0 B34 116.9 757 94.3 894 102A 753 02.5 894 91.9 740 T33 B94 84.1 730 66.0 894 78.3 721 55.0 094 70.7 707 47.1 894 67.0 701 41.3 084 66.1 698 Q N
85:9 671 88.7 696 71.6 671 74.9 565 61A 571 66.3 675 63.7 671 68.2 666 47.7 671 52.9 669 43.0 671 49.6 661 35.0 671 43,1 539 30.7 671 39.7 631 26.9 671 37.9 526 Z (D Q
70.0 590 T2.8 527 69.0 690 BIA 618 50.6 59D 53.4 609 4d.3 68D 47.6 602 39.3 69g 43.0 494 35.4 690 39.6 468 D.5 590 34.T do 25.3 69g 31.6 d69 72.1 590 29.8 461 FX co 49.7 466 50.6 421 41A 466 42.0 414 35.5 463 37.1 408 31.1 466 32.9 402 27.6 466 29J 396 24.9 466 27.1 391 203 466 23.546B 212 376 15.5 465 19.6 370 (� to 46,B 441 46.7 40D 382 441 33.3 393 32.7 441 34.1 367 28.6 441 30.2 382 25A 441 272 376 22.9 441 24.9 372 19.1 441 21.5 363 16A 441 133 355 14.3 441 17.0 351 W 4'7 36.3 37B 36.9 344 30.2 370 31.0 339 26.9 378 26.8 334 22.7 37B 23.7 329 20.1 370 21.3 325 18.1 37B 19.6 321 15.1 376 16.7 314 X Y Y
7�
1441n 21.0 1 262 212 242 17.6 262 17.8 239 15.D 262 15.3 236 C7 N Q ?
d tl� Z vOi
go s0
TABLE 10B _
Substrate: 2.7k Concrete 3k Concrete 3.5k Cone. Hollow CMU FDedCMU PT Wood Molei �EL-3
Anchor 3116'Elea 1/4'Elea 811E DoWall 114'CeWalt Br16'Elco WG"E1ao 1/4'Mae vier Dwell 1/4'DeWelt 114.88 Eko 511E E1co 1W S8 Elca #IGSleel 612 Stnl 012 Steel i
Capacity I4rohorType' Ukmcon Ullracon UltmcorH Ullracon+ LHt.cen Ukmcon UOracon Ultraconr Ullmoom AgpeGator Unracon AggleGator Screw(G5)Scmw(435) Scmw(435) PRODUCT REVISED
(lbs) Edge Distance an)c 1' 2.112' T 2.1/2' 1' 2nre 1• 2-11T 3.1 a' 1' 2-i/2' V 2-1/2• 1" 2-112• 1" 2-47 2 3.118' 2 0.48' 0.64' 0.324' es complying with the Florida
Embedment and 1.310 1.3/4' I-W4- 1.314- 1-&4' 1.314' 13r4' 1314' 2' 1.1/4' 1.7/4" 1.1/4' 1.114' 1.114• 1.114' 1-114' I-IW 1.114" 1.114" 2" 1-318' I-W wdoe Building CUP a
2 Anchors Ug,4.7E Min,O.C. Standard or OOsot CUP(Fig.1): 3901bs 3901ba 450 1ba 89011n 3101ba 63D lad 2200o B701es 1644lbe 2701ba 2801Da 3541Da 740 The 230Ina 370 The 3201hs We Be, 374lea 5541ba g48 lb, 341 Iba 4421be 5608x NOA-No. 20.0406.03
4 Amhcre®1.15'MimO.C./etandard(or OOaet)CUP(Fig.2). 480Its 700lbs WA WA 320[be 12601bs 370 lb. NIA WA WA 380Ibs WA WA WA 7401ba WA WA WA WA WA 6821ba 885 On 112D IN Expiration Data 0512612026
4 Amhara C V Mln.O.C./(2)MAngle CUPS/(Fig.3): 7801be 7801bs 68D the 15601bs 620lbs 12601e6 4401h5 1740 na 1896Ike. 540 lb. SBO loe WA 760lbs 4601be 740 lee 6401b i 11601bs 74616E 880 IN 18921bs 6821be CBS Firs 1120lba
3Archom,C O.W Min.O.C./U-dlp,Into.100'Alum(Fig.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA WA WA 9501bs By •'-��'�
1 AnotwI F-CUP(Fig.5): 1051W 1061es 22511,3 445lbs 155lbs 3151bs 110 lbo 4351ba 0221he 1351ea 1401ha In lira 370Ibe 1161ba 18511a 160 R. 2900. 1871bs 3321be 4T316a 1701ba 221 Ihs 280Iha Miam1Da .Prod.. Contra
2Anoham®1.1E MIn.O,Cl F•CUp(Fig,BT 2401be 35010E WA WA 18010a 8301bc 1B8Ins WA WA WA 1g01bs WA WA WA 3701ba WA WA I WA WA WA 341 In$ 1 442[be 6601be
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE2: TABLE NOTES: 1.260" 1121011)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR E(ACT DIMENSIONS,SEEoN NSHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS3.260" 3. \ � ' LICANGLE CLIP MUSTSHOWN ON SHEETS 21-23..FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,W705
BE USED -IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALLFIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE .624" 4" 'A --/ rf-u
8o63-Ts OF.10WTHICK.STEEL STUDS TOBEAMINIMUMGRADE33AND :o,n'•. 51'APE F (V
• .045"THICK(18 GAUGE.STRUCTURALSTEELTO BEAT LEAST.125"THICK AND A36.ALL S� '•"ZOR01*,.•'G�7 �
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125"X 3.25'X.624" 1.25"X 325'X.624"
O #10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. FIELD-MULLED IONFOR ONAL
UNITS FACTORY-MULLED UNITS MULLION FOR �'�/ EN��
A. P.E.
FL P.E.#58705
TABLE 11A
Mullion Capacity Table(lbsRtr)
Opening VlAdth((orver icall"paming mullions)orOpening Height(forhof orda9yepanNng mullions) ANCHOR CAPACITY ZZ
ADJUSTMENT FORMULA:
so in 60 in 70In 80In I Salo loaf. 720 in 1401. 160N F
/ANCHOR CAP.
125 X 334 Rectangular Trapmlang, Rectangularr TrapRdang. Rectangular TreplTdang. Reclarigular TrapRdang. Raclengular Trepl7den9. Rectangular Trapr7riang. Rectangular TrapRdang, Rectangular TralJ7danB. Rectangular TrapmiSng. (DP)X`MULLION CAP.,e,
X.624 Loading Load Mg loading Loading loatling Loading Loading LwGnB Loading Loadutg Loading toadNg LoaG�g Loading Laad(ng Loading Loading Lading px TU
AIum.7ube ,- .� .�,-. 5 m �.. �-� .�• £� .� .'� .E F .' _ .� .p r _ 5' x = ,c S > = a - =ANCHOR CAP.® bb
Mullion
a a o� o $@ a A@ a� a A� a aG a� a s m>g a a a�. .
u u" r; 3 r'' .1 .1 u u ti " "9 °'' i cp a U 9 � cp� r' u� � "" � 0 9 0 � � �'^ USE THIS FORMULA TO OBTAIN
g e 5 a b 3 a 5 5 s �A e' 5 k, 5 p3 5 ea u' s € c` 5 >s' <o 5 �' e 5 �'j �' Ei A _ THE"ANCHOR CAPACITY y 7a fL
€ .212 1 @ 8& 1 @. �.2 :9 $12 fie, $n4 �@ Ste @ �a $z sue. $z i $a � 1 rc f @• $rr @ n`z @ one f @ 8 a � $�e REQUIRED"CORRESPONDING Z
42in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1736 17D.0 521 170.0 TO AN ACTUAL PRESSURE
1983 170.0 621 O
REQUIREMENT FOR THE
491. 170.0 708 17OZ 624 17DD 850 1170.0 584 170.0 922 170,01 630 170,0 1133 170.01 661 17D.D 1275 170.0 677 170.D 1417 17D.0 680 170.0 1700 170.0 680 110A 1903 170.0 600 170.0 2267 170.0 580 OPENING,WHEN IT IS LOWER _j Z
50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.1) INS 170.01 694 170.0 1% 170,0 1 723 1T0.0 U45 170.0 747 170.0 1494 170.0 T56 1T0.0 1793 170.0 766 110.0 2092 170.0 756 1 170.0 2391 170.0 756 THAN THE MULLION CAPACITY z
64 in 170.0 797 170.0 612 1T0.0 956 170.0 691 170.0 11% 170.0 754 170.0 1275 170.01 803 170.0 1434 170.0 837 170.0 1594 170.0 856 t70.0 1913 170.0 861 170.0 2231 170.0 861 1160.2 2403 170.0 661 (FROM THE TABLE)OF THE m C)
fi 70 BBS 0.0 1
SELECTED MULLION.IT WILL
m
Oln 1 .0 1T T01 70.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170,0 1033 170.0 2f26 170.0 1067 148.3 2163 170.0 1063 129.9 2167 170.0 1063 YIELD A MINIMUM ANCHOR � U m
B31n 170.0 930 170.0 746 17D.D 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170,0 1673 170.0 1171 170.0 1059 170.0 1122 156.9 2060 170.0 1/69 134.5 2060 170.0 11T1 117.7 2069 170.0 1171 CAPACITY WHICH MAYBE g W Z
m Gain 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 t3W 170.0 1002 17a.0 1658 170.0 1086 170.0 1763 170.0 1156 170.0 1949 170.0 1210 143.0 1966 170.0 12TS 122.8 1966 1T0,0 INS 107.2 1965 170.0 USS USED TO QUALIFYADDIT)ONAL Q• ,; C3
m ANCHOR OPTIONS FROM THE z g m Q
721n 170.0 1063 1T0.0 878 170.0 1276 170.0 1009 170.a 1408 170.0 1126 170,0 1700 170.0 1228 164.1 1734 170.0 1315 138,7 1T36 160.5 1388 115.6 1734 155.9 1361 99,1 1734 160.4 13fi2 86.7 1734 1502 1352 J E
ANCHOR CAPACITY TABLE, J
0 76 in 170.0 1122 170,0 937 1T0.0 7346 170.0 f0B0 168.5 1556 170.0 7209 147A 1556 1652 1286 131.1 1SSG 161.E 1268 117.9 1556 141.3 1261 98.3 1656 128.3 1229 542 %56 122.3 1219 13.7 155E 1212 1216 J E�
u
18(n 170.0 1151 170.0 867 1T0.0 1381 170.0 1116 165.9 1477 1693 1246 136A 1477 152,0 1226 1272 1477 f39.1 7206 f09,1 td77 1295 /191 90.9 1477 116.9 1169 77S 1477 110.8 1150 682 1477 109.3 1764 Q .- p f
9D in 142.0 1110 146.5 9B6 119A 1110 123.9 96B 101.E 1110 107.9 951 B8.8 1110 96.3 938 18.9 1110 87.5 972 71.0 till 80.7 910 59.2 1710 71.3 891 50.7 1110 85.6 BTB 46A 1110 62.7 070 N
LNO Q N
967n 117,0 B76 Im.3 BM 97S 9T6 101b B66 89.8 B76 BB.3 642 732 976 78.5 829 65.0 9T5 712 817 50.6 376 GSA 807 46.0 975 67A 769 41.6 975 62.3 776 38.6 975 493 767 Q X y� m
100In 02.2 771 84.0 696 60.6 771 70.7 685 66.7 771 61.3 674 61.4 711 64 3 654 46.T 771 49.0 655 41.1 771 44.9 647 343 711 3B9 632 29A 711 35.0 621 26.7 771 32.4 612 (j 10 � O
1111n 76.7 T30 77.3 fi61 63.1 730 fi5.0 650 S/.1 730 56.3 640 47.3 T30 49,9 fi31 42.1 73D 45.0 622 31.9 730 41.1 614 31.$ 730 35.6 600 27.0 730 31.9 689 23.7 730 29.5 SB1 W M 6{
120 in b9.9 62A 6/.0 669 49.9 624 512 b50 12.0 626 44.3 E52 3ZS 624 39,2 544 37.7 fi24 253 537 30.0 624 32.2 531 25.0 624 27.7 519 21.4 fi24 24.6 529 16.7 624 22.6 601 K
14d In 34.7 433 2SA 400 2B9 q33 29A 395 24.8 433 25A 390 21.7 433 72A 385 193 433 20.0 3B1 17.3 433 1B2 376 <n S?ji•J
QN_ O O
a' w m
TABLE I IS � �0
SUDSt Udd VIC commie 3K cmad. 3.5X Corr, HORMCMU F010d CMII PTWoDd Metal o.�z�
Anchor ArclorType: Y16'Eke 19'Elm T16-DeWalt 114'DeWdl 5116'Eko 3'16"Eko 114'Elco atie,Dewait' 114•DaWalt 1/4-SSEtea Wirliko U4'SBEko #105ted #I2Sleel #12Steel
Capacity Ullrecm ultracm Unrdcm4 URraSm. URramn Ultfacm URKcm URrsmd Ullman- Aggrecdar URracon AggRGator Screwpa)Screw(G6) screw(GS) PRODUCT REVISED
(Ibs) Etlpe Distance fink 1' 1 2-117 1" 2.1/7 1' 2-12- 1' 2-12' 3.11D" 1" Z-UT I 1' 1 2.1/2' 1' 2.1/2' 1° 2-12" 1 2 3418' Z' DA8' 0.84' 0.324' as eomplying with the Florlda
EmhetlrneK 6nx 1.34" I-TV 13/4' 1-Vr 1314" 13/4• W14" 1.314' 2' 1.1/4' 1.114' 1-1/4' 1-11r 1.114' 1414' 1.1/4' 14W 1-110 1414' 2- 13/B' 131a' tenet Sulldinp Coda
2Amhom®4.75'MIR O.C./Sfartlatl Q Cleel CBp{Rg.1): 900107 3g01bs 4501D9 8901b9 3101D5 830 to$ 220 W9 8701Ds 1644 Ws 2701D5 280 WS 354 Ws 740IDS 2301D5 370ID5 3201139 650 W9 374118 6641DS S46IDS 341 its 442 W7 5wIDS NOA-tie• 20-0406.03
4Amh=@1.1.7MIn O.C./Standard(or 005et)Clip(Fig.2T 4BO IDS 7DO IDS NIA NIA 320105 12501DS 370 lbs WA NIA WA 3BD IDS N/A WA NIA 7401bs N/A NIA NIA NIA WA 652 Qs 8851DS 11211ba Expiration Data 05/26/2026
4 Arch.a 3'Mm.O.C./(2)2(S Angle Clips I(Fig.3) 700IDS 780Its SE WS -ISM IEs 62D Ibs 126Olbs 440IDS 17401bs 1896 IDs 5401Ds 6601b5 NIA 760IDS 460Its 7401bs 64011E 1160 Its 748 We 880IDS 1892IM ®2 Bs ass IDS Ila Its
4 Anchors@a5d'MIn.0.0./U•Cllp,Into.100-Alum.(Fig.4p NIA WA N/A N/A NA NIA WA WA N/A NIA NIA N/A WA NIA WA NIA NIA N/A NIA WA WA NIA 12611bs By
1Anchor/F-00p(Rg.67 1951bs 195 We 2251DS 445 He ISIS We 315Ib5 1101DS 435Ibs 0221b3 1351bs 140lbs 177 ins 370Its 115lbs 1a5W5 160lbs 2901Ds 1671bs 3321Ds 4T31D5 77095 221101 2801D5 Mlam ado lroduct Control
2Archas(g 1.1C Mla O.CJFCIIp(F19.6y 240 W 3501m N/A NA 16D IDS E301bs 185 Ws WA NIA WA 190Ibe NIA WA NlA 3701Ds NIA NIA NIA NIA WA 341 Its 442 W7 560Ibs
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
1260"
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.
111i I171f1I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `�� ON •. 1v
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE '�••••�1GENg�'•,C�
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '
Es
• • • CUP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _�.: ND.58705
BE USED
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL '•, �1yJ �,�
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 824" �;<, S r TEOF
• 6053-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND <ORlDP, \_�`
,045"THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL --+' ��is NG
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL1�11NAL LE,��`�
#10 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. 1.25"X 3.94'X.824' A.LYNN MIUR,P.E.
•
MULLION FL P.E.#58705
TABLE 12A
Mullion Capacity Table bs(R2) ANCHOR CAPACITY SSSiii
Opening Width(for vertically-spancorig mullions)or Opening Height(for horizontally-spanning mullions) ADJUSTMENT FORMULA: te•^I o
501n 60 in 701n Bo in 901n 1001n 120 in 140 in 1601n ANCHOR CAP., ,,,,°, 334 F
Rectangular TraplTdan9• one or Tmpl7dang. Rectangular TraPIlOonB• Racten9dlar TsepRdanB• Rectmg4ler TraplTdang. RecWngdiOr Trapftliang. Recfmgular TraplTdalg. Rectan8ular TrapTdeng, Reetan9ulm Tmp178en9• (DP,)X
Loading Loading Loading Loading Loading Loading Loading Loading Loading lnadno Loading Loading Loading Loading Loading Loading Loading lac®ng MULLION CAP.,^,,,,,,^
2x4x25 CD
Alum.Tube a a x a a .a a p .' .' :�' .' r a A• a 0. 201
>;' n •^ =ANCHORCAP._ 'Y z
Mullion aE d� �. $ 8 S� m Fd� 13 S � ,aa C� rg 8`' R 8 d a C9 a 9 USE THIS FORMULATO OBTAIN t7 Ul
eg ae2 �� g =� s� s� t. €� b s� �r3 a� s� a �� �� �& g_� 14� s� add a as5�' fr � & �� �� $ � � �� a o' � �� y7� M �� 6J � RE UIRED"C CAPACITY g=• rc ` REQUIRED"CORRESPONDINGZTO AN ACTUAL PRESSURE 421n 1T0.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 WS 170.0 992 t7O.0 518 170.0 Ilia 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 1735 170.0 S21 170.0 1983 170.0 521 O
REQUIREMENT FOR THE J{B In 170.0 TOB 170.0 62{ 170.0 GOD 170.0 ON 170.0 992 170.0 G30 170.0 1133 170.0 get 170.0 1275 170.0 877 170.0 fan 170.0 BBD 170.0 1700 170.0 6B0 1983 170.0 8B0 170.0 2ffi7 170.0 Sall OPENING,WHEN IT IS LOWER ? _5D.625In 170.0 747 170.0 563 170.0 898 170.0 831 170.0 1048 n0.0 684 170.0 1195 170.0 723 170.0 1348 170.0 747 170.0 1494 17D0 156 170.0 1793 170.0 750 092 170.0 758 170.0 2391 170.0 756 THAN THE MULLION CAPACITY64 in 170.0 787 170.0 612 170.0 9W 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 V0.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 881 2231 179.0 Get 170.0 2550 170.0 681 (FROM THE TABLES OFTHE 0Z
SELECTED MULLION.ITWILL toOQ
80 In 170.0 885 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 876 170.0 1417 170.0 0" 170.0 15D4 170.0 BBB 170.0 1771 170.0 1033 170.0 2125 170.0 10632479 170.0 1D63 160.8 2680 170.0 1063 YIELD A MINIMUM ANCHOR631n 170.0 930 170.0 745 170.0 111E 176.0 850 170.0 1302 170.0 940 170,0 1488 170.0 1015 1T0.0 1073 170.0 1078 170.0 1859 I70.0 1122 170.0 2231 170.0 11e92553 170.0 1171 145.0 2653 VOLD 1171 CAPACITY WHICH MAY BE hZCD
USED TO QUALIFY ADDITIONAL881n 170.0 974 170.0 789 170.9 1169 170.0 903 170.0 1394 170.0 10022 170.0 16% 170.0 1080 170.0 1753 170.0 JIGS 170.0 1048 170.0 1210 170.0 23M 170.0 12762437 170.0 1288 132.0 2437 170.0 1286 ANCHOR OPTIONS FROM THE Z y g �' Cl
72In i7o.0 1083 170.0 878 170.0 1276 170.0 1009 170.0 1458 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1313 170.0 2125 170.0 1387 145.6 2154 170.0 1488 IVA 2184 170.0 1529 109.2 2184 170.0 1630 ANCHOR CAPACITY TABLE. � $�i0
701n 170.0 1122 170.0 937 170.0 134a 170.0 1090 170.0 1S70 170.0 1209 170.0 1704 170A 1322 185.1 1080 170.0 1421 148.E 1900 170.0 1605 123.8 1960 IOU 1548 100.1 1960 154.0 1835 92.9 1860 1527 15]1 j d P &¢
2 781n 170.0 1151 170.0 967 170.0 1387 170.0 1116 170.0 1611 170.0 1250 170.0 1642 170.0 1369 152.7 1861 170.0 1474 137.4 1501 163.7 1500 114.6 1661 147.3 1473 832 1861 139.8 1459 .85.9 test 1311454 N .- p
001n 170.0 1328 170.0 1144 149.1 1308 168.0 1219 127.8 1396 130.0 INS 111.6 IWO 12.1.3 117E 99.4 INS 110.2 1162 69.5 1398 101.E 1147 74.5 1398 89.8 1122 63.9 1398 82.7 Iles 55.9 13M 7Z96 in 147A 1229 151.6 TOSS 12L9 1228 127.8 1078 105.3 1228 111.2 1061 B2. 1229 BB.9 1044 61.9 1229 QB.B 1028 73.7 1229 82.4 1016 61.4 1229 72.2 993 52.7 1220 65.0 077 4GA 1229 6108 1n 103.5 971 105.8 871 86.3 971 BB.O 062 74.0 971 77.2 849 64.7971 .SSA 837 57.5 B71 61.8 825 51.8 B71 569 615 47.1 871 49.0 786 37.0 871 4{.0 76232. B71 III In 95.4 919 97.3 532 79.5 919 01.9 Ole 68.1 919 70.0 IDS 69. 819 62.9 704 53,0 81B 56,7 784 47,7 919 '81.8 7T{ 39.7 B18 Ms 758 31.1 B19 40,2 742 28.6 D10 3 W �(120In 75.5 788 7a.8 718 629 788 84.5 7es 53,8 7B8 66.6 695 472 766 405 gag 31,8 788 3/.D 857 27.0 76B 31.0 841 23.8 758 71441n a3.750 44.2 604 38.4 5W 370 499 312 1(
Q.N Z
TABLE12B
a
el0slyde 271E Oortrete 3k CmcrA9 3.6K Cbrc. Hogow CMU FNad rX1U PT WooO -Metal
Anchor 3/161Eke 1141Elea 3116"DoWall 1l4'DSWBII &16'Eko 3116°Elea 1W Elea BMW DeWalt t(4.OeWalt 1(4"9S Glee 6/iC Eleo 114-S3 Elea #10 Steel at2 Steel 81281ed
Capacity ArcMr7ypC Ullmeon unracon unrdccn. UNaeon. Un=m uNrcon U11mm Ullman* ullrsm4 Agpe(Ielor UlVacon Ag3mGalOr aerew(G6)scre#(C48) Berew(GO) PRODUCT REVISED
((b•) Edge Distance On7 i' R7abs
1' 2-117 1^ 2-12° 1" 2.1? 31l6' IF 2-1l2' 1" 2417 1' 2-1? 1' 2-12' 2' 3-118' 2 0.4tP 0." 0.324' ••�ompying with!h•Florida
Embedment On 144" 1314" 73I4' 19/4" 1314" 13/4' 1314' 2- 1-114" 1AW 1414' 1-1t4' 1.114• 14te 1-114• 1414- 1.114' 1.114- 2' 1318• 1318' yam NOA-No.
CodO
2AncnOR®4.75^Min.O.C./SleMarefor OOsel Clip(Fig.I52j 39D 109 40IDS 6901la 3101DS 6301DS 22D IDS 8701DS 16441D5 2701DS 2301m 3541D0 740lbs 23D IDS 3701DS 320Ibs GOODS 374lb1 6641DS 945 IDS 341 We 4421DS 561 ws NOA-No. 20-0406.03
4Anchom 02.WMh O.C.1 Standard(Or00sa0(Mp(FIG.3): 740 IDS 63D IDS 14BS IDS 6201DS 1250lbs 4301DS 1730 Its 1424 ms WA GOD 1Ds NW 695lbs 425IDS 7401DS 5751b3 11101be NIA 800 IDS WA 682 we ess Ns tt2o lb9 Expiration Dab 05/2f1_�2026
6Anchm Q 1.71'Min O.C.I 3landam(of Offset)CUP(Fla.4k GOD IDS768 me 1945 IDS 7051DS 18901es 60BIDs 255E IDS NIA WA 705IDS N/A 7991DS 5061as 1110 IDS 6191bs 14781DS NIA WA WA 10221DS 13271DS 16001DS ®y ���
4Arttom C3-MIn.O.C.!(2)2t5Ange Cllpsl(F19.6T 7801Ds 6801DS 15601Ds 62D IDS 126DIos 4401DS 1740 IDS 1895IDs 401b 6501Ds NIA 7601he 46D IDS 7401Ds 640lie 1160ibs 748IDS 8801DS 18921DS 682� 8851DS 11201DS6Arcmm@3-Mo.O.C./(2)2S5AngeCllp91(flg.6p 1170 IDS 1020IDS 234D IDS 930lbs 1890115 66D IDS 26101b9 7344Ib5 81 s 8401Ds NIA 1140lbs GOD ite 11101DS 960105 17401Ds 11221DS 132D IDS 2B38 IDS 10221DS 13271DS IWO InnMI•m D•tlO Product Co•ro3Anchom@1.34'Mtn.O.C.I U•C0p•inio.125°Alum.(Fl9.7): WA N(A NIA N!A NIA WA WA NIA WA N/A NIA WA NIA WA NIA NIA WA N(A 'WA WA NIA 0731
6AnChors@0.64'Min.O.C.IU•CIIp,Imo.125'AWm.(Fl9.8): NIA NIA NIA NIA NIA WA WA NIA NIA N/A NIA teA NIA WA NIA NIA NIA NIA WA WA NIA 21 IDS
2Archas 4j12.fi6°Mir,O.C./FClip 9701Ds 770106 916Ibs 743 ks 310 ms 630 ms 21510s 865 09 7121bs WA 28D IDS NIA 34810d 2191be 3701hB 78B IOs 655I11 WA 440 mS WA 341 IDs 44210s 560 m9
3 Ancrcrs®1.7I'Min.O.CJ FC9 f0 443lbs 525 ms 370les g73 MG 3531Ds 9451Ds 3WIDS 127E IDS NIA WA 9591m NIA 9BD IDS 2631DS fi561Ds 90DIm 73B ms WA NIA WA fi111m 66410s e401Ds
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE2: FIGUR.E3. FIGURE4: 2.000"'
• • • • • • • TABLE NOTES: -
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR `vv ANY NN�
GENERAL INSTALLATION METHODS. �
FIGURE 5: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
4.000" _ No.58705
• • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN •250" _ �.
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE -�D ,G y •; `
• • LOCATIONS. ���'•• 'Sf TE F•O
FIGURE7: FIGURES: FIGURES: FIGURE10: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED CONCRETE BLOCK UNIT ���(�•'•.14oR(DP.••'••\7( S'
• H
IE
[11
(FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55, iS/MUST BE USED ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF.126'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 2'•X 4'X.2ti LLI
MUON 7// 0(N�ALIN PAIRS. GAUGE).STRUCTURAL STEELTO BE AT LEAST.125"THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW A.LYNIN IIIIILLER,P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S.
FL P.E.#58765
TABLE 13A
Mullion Capacity Table Iba/R2 ANCHOR CAPACITY `'
Opening Width(faryGnicalV-sparvlirg m dridns)orOponfng Height(forhorizontaifpspanrorg muttons) ADJUSTMENT FORMULA; �, Z
50 in 80 In 70In 801n 001n 100 In 1201n 1401n 160 N ANCHOR CAP.,,,,,,,,
Rmtodog 7 T Loading 12e Loading
T Leadinng. Ro oadin TrLendin g, Re Loading
tar 7}apTlerp. Realengular TrspRdang. ReNangWar TrepfTeang. Recl•rgWar TrepRdeng. Rollo Nor TrspRdanB. Rectangular Trep7Teang. (D-)X( ) n n4
2 7t 8 X.26 Loading Loading Loafing Loading l9adin9 Loadl>9 Lowing. Loading Loadin0 laedln0 Loading Loading Loading Loading Lowing Loadng Loading Loading MULLION CAP.-__-) j Y
Alum.Tube r C
a .. m •m �' A r r e a n r n^ u ,;a» .o a a ,�.. �• a x m s r. ao,. % ., =ANCHOR CAP.,a, o
Muuro" o a s as a a�c� 8 A0 r8� . u �aa a ci G cia c5 cis 3 d u u Ld
� cR` 3 cis � 3a is �9 � �o
d`a4B d`a°1 € d d`a E2 d`a f'� d`rc f d`a as �� �rc �� g d` F� ¢a°7 err �� �z s� a` REQUIRED'CORRESPON DISE THIS FORMULATO NG Z rrCq
O
42 in 170.0 020 170.6 435 170.0 744 170.0 478 170.0 608 170.0 609 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 124o 170.0 621 170.0 1486 170.0 521 170.0 1735 170.0 521 170.0 1983 110.0 521 TO AN ACTUAL PRESSURE O REQUIREMENT FOR THE J tY
48In 170.0 708 170.0 524 170.0 BW 170.0 584 170,0 982 170.0 630 170.0 1133 170.0 087 170,0 1275 170.0 W7 770,0 1417 170.0 8W 170.0 1700 170.0 680 170.0 IBB3 170.0 8B0 170,0 2287 170.0 BBD OPENING,WHEN IT IS LOWER J O
50.625In 170.0 747 170.0 583 170.0 me 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 170,D 1345 170.0 747 170.0 1494 170.0 758 170.0 1783 170.0 756 170.0 2092 170.0 758 170.0 2391 170.0 756 THAN THE MULLION CAPACITY _
(FROM THE TABLE)OF THE U
5/1n 170.0 707 170.0 612 170.0 058 170.0 eat 170.0 life 170.0 754 170,0 1275 170.0 803 170.0 1434 170.0 837 INN 1594 170.0 8MM 1r0.0 1913 170.6 861 1T0.0� 2231 170.0 68l 170.0 2550 170.0 8B1 SELECTED MULLION,IT WILL LU �+ Q
601n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 67a 170.0 1417 170,0 044 170.0 1594 170.0 ON 170.0 R71 170.0 1033 170.0 2125 170.0 10M 170.0 247E 170.0 1083 170.0 2833 170.0 1063 YIELD A MINIMUM ANCHOR CO
631q 170.0 BJO 170.0 749. f70.0 1118 170.0 860 170.0 13D2 170.0 840 1T0,0 1468 770.0 1015 170.0 1873 170.0 1078 170.0 1 559 170.0 1122 170.0 2231 170.0 1189 170.0 2603 170.0 IVI 170.0 2875 170.0 7171 CAPACITY WHICH MAY BE
USED TO QUALIFY ADDITIONAL Z
j72
n 170.0 B74 170.0 789 t70.0 1169 170.0 903 f70.0 1384 170.0 1002 170.0 f558 170.0 1068 170.0 1753 170.0 1155 170.0 fe48 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 MIT 170.0 1286 ANCHOR OPTIONS FROM THE
mD 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1408 170.0 1120 170.0 1700 170.0 1228 170.0 1913 1T0.0 1315 170.0 2725 170.0 1387 170.0 2550 170.0 1468 t70.0 2875 170.D 1529 170.0 3400 170.0 1530
ANCHOR CAPACITY TABLE. W Q
n 170.0 1122 170.0 837 1J0.0 1348 170.0 1080 170.0 1570 170.0 12D9 170.0 1784 170.0 1322 170.0 2019 170.0 142f 170.0 2243 170.0 1505 170.0 2692 V0.0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1rub =.1
CL
n 170.0 tf51 170.0 687 f70.0 7381 170.0 f116 170R 7817 f70.0 1250 170.0 f842 170.0 1389 i70.D 2072 170.0 1474 ri0,0 2302 170.0 1564 f70.0 2783 170,0$233-5137.1
0 3223 1T0.0 1777 170.0 38B3 170.0 i7B8
J n 170.0 1329 170.0 1144 V0.0 1594 .170.0 1328 170.0 1859 170.0 1499 170.0 2125 170.0 1053 170,0 2391 170,0 1793 170.0 2659 170.0 1918 170.0 3168 170,00 3413 170,0 2273 1J8.6 3413 170.0 2381 Z ? Q W a0
fig In 170.0 1417 170,0 1232 170.0 1700 170.0 1434 170.0 1083 170.0 1822 170.0 2267 170.0 1784 170.0 2550 170,0 1952 170,0 2833 170.0 2095 teo.0 3198 170.0 1 3100 166.6 2470 120.0 3189 156124"1081n 170-g 1594 170.0 1409 770,0 1913 770.0 1847 170.0 2231 170.0 I870 170.0 2550 170.0 2078 184.8 2761 170.0 2271 148.3 278t 181.9 2333 723.9 2781 740A g 2781 125,g 2231 927 2781 i18.0 2180 CV111 in 170.0 1638 170,0 1454 170.0 1000 170.0 1700 170,0 2293 170.0 1832 170,0 2021 1700 2149 1518 2a32 1823 2245 13a.8 2872 146.4 2210 113,6 2832 128.4 2872 115.1 212a 95.4 2932 100.3 2006 05X1201a 170.0 1771 170.0 1588 170.0 2725 170.0 1859 1544 2252 15g.B 1981 135.1 2252 141.4 1884 120,1 2252 127.2 1838 Ica.1 2252 119.1 1015 90.1 2252 gg,B 2252 BB.B 1838 87.8 2252 81.4 1808 1441n 126.f 1584 128.8 1445 104.3 1584 706.7 1428 884 15rW 81.5 1407 78.2 158f 80.7 7380 68.b 15@p 723 13T3 82B I. 85.7 I. 52.1 7584 58,0 1581 48,2 7305 38.7 1584 M.4 1283 Q N Q O Q
TABLE 13B a" O w
BlIDstrale: 27N c4norete 3k Comrela 3.6k Coto, Hollow cMU Fl08d CMU In Wood Metal yg �?4
Anchor 3116,Ella 114'Ella 3116'Dowell 1/4'OeWeit 6116`Eleo 3116`Eke 114'Elea 3'167 DeWelt 1/4'DaWalt 1/4`89 Eloo 5116"Elm W,.-A
010 Slael 012 Steel 012 Steel
McM TYpa
Capacity wimcon Ultracon UllmooM wbacona Illtmocn Ultram wtrecsn Unmaom UOreconF AggmGator Ufirecon Sorew(Ge)acreb(G5) SemW(G5) PRODUCT REVISED
(I68) Edge Distance gn): i' 2.1R" 1" 2.12 i' 2.1/2" 1' 2.1rZ 3.1re•' 1' 2-11T 1• 2-1W 1• 24121 1' 2-t12" Y 3.1l6` 0,48` 0.64' ,o.324' a•eomplyln9g with the Florida
Embedment On: 1.314" 1.344" 1.3/4- 1.3r4- 1.3f4- 1.3I4" 1.314' 17/4" T 1.114" 1.114" 1-1W 1.1W 1.114" i•1/4' 1.1/4' 1-114° id/4" 1-114' 1.318' 1.31B' aedea Building Codo 2 Anomm(M4.7S MIn O.C. alerlderd or D9eet C0p(Fig,182): 390lba 3001be 4501be 800 Iba 31o1be 830Iba 220 lbs 870 lbe 1644lbs 270 lbs 2901bs 3541bs 7401bs 2301oe 3701be 3201be 6W IDe 3741be 6841bs341 lbs 4421ba 0bs NOA-No. 20-0406•D3
4 Anchors®4.66°M(n.O.Gf3fnndanl(or Qlael)C0p(Flg.3t 740fba 780(be 900(be 1780[be 820Ibs 1260lbs 440lbs 1740(W 3232lbe 6401hs Wa Ibs 708(be 1480lbs 4601De 7401bd -8401bs 11601W 7481<8 i2M It® 6B21ha 885 ibs 112016e Expiration Date 05/26/202B
B Amhore01.77'Min.O.G/91arHerd(or OBaeg COp(Fig.41: 11W Ibs 14W Ibs tOtO ibss 25951bs 8401bs 25201bs 6101hs 3410lb5 WA WA 940 Ibs WA 1005 We 6751Ds 14801be 8251ba 19701b3 NIA WA13631ba 17701W 22401bsF19•eX 7Wlbs 7801trs 68o IM 18601bs 6201be 126D lb. 440 IW 17401b3 1896 fbs &a Ile 5W lee WA 760Ile 460IW 7401bo a401bs 11601b3 748 be 8801W8921bs W516e 112D Ibs6ye Anchors dy 3'Min.O.C.I(2)?x6AnBle dips/(Fla 6y 15WIb.3 1fi8016e 1380Iho 312010.1 12401be 25201ba BW Iba 39801Da 37B21bs 10WIbs 11201bs WA 1520los 9201b3 1480lba 12801be 23201be 1496Iba 176016313Wlbs 1770Ibt 22401ba Miami-Dade Product Contra
72Anchore Q91.5"M1-D.C•/(2)2�5Ang1'C 'Ing,7j 1660)be 210Dlbs 14401be VaDlbo 1260lb3 37801be 1200 fbs 6/DDIba WA WA 1320 The WA 1W01bs 960)be- 2220lbs 1140lbs 26BDI� WA WA N/A 2045 Ws 2854lbs 336D lb.
4Archore(�1.34•MIn.O.C./U•Cllp,Imo.126'Alum(Fig 6} WA WA WA WA WA WA WA WA WA WA' WA WA WA WA NIA WA WA WA WA WA WA WA 14301M
BArctwrs B$0.84•MIn.Olp,Into.12F Alum(Fig.Bk NIA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA 2881lb3
2 Anahors Q 4.W Mln.O.CJ F-Clip(Fla.iD): 3801be 3B016a 4601ba 88016s 310 it. 8301bs 220 lbe 87010s 19161bs 2T0105 2W Iba 3541ba 740lba 239 Ibs 3701be 3201bs 5W Ib3 '3741D3 630100 64610e 341 lb3 442lbs 560!be
4 Amhore 1.71"MIn.O.C.1 F•d1 (Fl.11): 6901bs 7001b5 1509- 4298Iba 470[-be 12601be 405 The 17051be WA WA 470lbs WA NJ IDS ;Wbs 740lbs 4131ba 9851be WA WA NIA BB21ba BB61Ds 11201bs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: ,259
FIGURE 1: FIGURE 2: • FIGURE 3: • FIGURE 4: • FIGURE 8: FIGURE 9;FIGURE to; FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESANO SHEET25 FOR INFORMATION ON 2.000"
• •
LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. LYNN�
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ; ,••'1,(CENSF:z
• • �' ��
• • • • • •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 6.Q00" ;'
21.23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON No.58705
FIGURE 5: FIGURE 8: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE -'O•,'�
• • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED V- T.�OF
• • • • ((FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURETREATED ,C , ✓,Qj
7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND SEA MINIMUM OF.125" % ••"4OR)Dr!„•''
MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 GAUGE),STRUCTURAL STEEL TO i0S' •'-•'
• • • • • • • • USED IN BE qT LEAST.125"THIOKAND A36.ALL ANCHORS INTO METAL SHAI1 fJ(TEND AT LFJIST 3 SCREW ��1 j ANAL E�
PAIRS. A.LYI4NNIgIIER,P.E.
THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 2'X 6•X.25"MULLION FL P.E.#58705
TABLE14A &
Mulllon Capacity Table bslft® . rd
Opening Width forueNralt-s annI muliore)orOpening Height ANCHOR CAPACITY
( y p n9 g (for hodzontelly-spa rtg mullore) ADJUSTMENT FORMULA:
501n 801n 701n 601n 90 in 100 in 120 in 140In 160In
RectarW TmprTdang. Rectangular Tmprrdang. Rectangular TmpTdan. Recta DP,® ANCHOR CAP,,,,,,,,,, O
g ding TLoading Rectangular TmeaftB. r7.
Rectangular TLoading Rectangular TtLadlang. Rectangular TLoadinng. RLeading T1Lomdang ( )X\MULLIONCAP,,,",,,,,,
. 1-28"x2:11" I-°adtng Wading LoadNg Loadfrg loading I-oatllrtg Loading Loading Luedt�g LaadtrlgGlrp Loading Loadfm,7 Loadiip Leading Loadhg [nadlr6 t,oadirg e
x.125"Alum r .a r ,r a x a 2^ a 3. a n a• �• a r a z.• a x a a ANCHOR CAP. by
Tube Muff �•• ... •p .. v .. s ., ., S>. a a ate... .. -.
USE THIS FO
THEANCHO RMULA To RCAACITY87AIN N � lL
REQUIRED"CORRESPONDING 0421n 144.2 62B 167.0 428 1202 626 148.9 419 103.0 626 138.9 414 90.1 526 134.8 411 e0.1 64 134.1 411 W6 134.1 411 60.1 626 134.1 411 51.6 528 134.1 411 45.1 528 134.1 411 TO AN ACTUAL PRESSURE It
481n 06.6 403 108.D 333 80.6 403 94.7 325 6%0 403 684 320 W4 403 61.4 317 53.7 403 79.1 315 48.3 403 7&e 314 40.3 403 78.8 314 34.6 403 7&B 314 30.2 403 7&6 374 REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER Z
E60�62",.6 823 362 91.0 301 B&8 362 78.1 294 58.6 362 71.9 289 51.5 362 67.2 288 45.7 362 84.8 284 41.2 382 616 283 34.3 352 63.5 283 29A 362 6&5 283 25.7 382 63.6 263 THAN THE MULLION WArATY
67.8 318 74.1 287 5&5 318 64.2 281 48.5 018 67.7 258 424 118 53.5 253 37.7 318 50.8 250 3all 318 49.6 249 28.3 318 49.1 248 24.2 Wit 49.1 248 21.2. 311 49.1. 248 (FROM THE TABLE)OF THE W O Q
SELECTED MULLION.IT WILL PO.1 Z
49.5 258 63.1 219 41.2 25B q6.7 214 3&3 268 40.7 210 30.9 258 37.2 207 27,5 258 34.9 204 24.7 258 33.4 203 20.6 25B 32.2 201 17.7 258 32.2 2W 1&b 258 32.2 201 YIELD A MINIMUM ANCHOR
42.7 234 45.8 200 310 234 39.1 105 SU 211 24.7 192 26.7 Me 31.6 189 23.7 234 29.4 166 21.4 234 28.0 184 17.4 234 29.6 183 15.3 234 20.5 183 13A 234 29.5 183 CAPACITY WHICH MAY BE g W Z
37.2 213 39.4 1113 31.0 213 33.7 179 26.5 213 29.8 176 23.2 213 27.0 173 20.8 213 2&1 170 1&8 213 23.7 169 1&8 213 22.2 187 13.3 213 220 166 11.6 213 22.0 168 USED TO QUALIFY ADDITIONAL 5) IL g Cl
ANCHOR OPTIONS PROM THE Z
2&6 179 3b.1 165 23.9 170 25.6 152 20.4 179 22.5 149 17.8 179 26..3 147 16,9 179 18.7 146 ,O
ANCHOR CAPACITY TABLE. �
24.3 181 25.4 140 20.3 161 21.6 137 17.4 181 19.0 135 15.2 181 17.0 133 22.5 162 23.6. 133 19.8 162 10.9 131 1&1 152 17.6 128 Qzz 14Y '" O
Q x Z N IN
TABLE 14 co X oo
6ubefmfe. 27k Conemle 3k Concrete 3.5k Cone. Hollow CMU FXled CMU PT Wood Metal
Anchor 3111"Eiao 114"Eloo 3116°DeW 11 1/4'DeWell 5118"Ciao 3118°Elco Im Cleo 3118"DoWell 1W DeWalt IIA"38 Eloe 5116'Eloo 1/4.88 ELo 8f0 Steal #12 Sleet g1281ee1 W N
Capacity ArotuxTY� taral.n Ulfmoon Ullmcdrr• Ullmcon Ulualoon Ultmcon uw"on ultmon• Ul6acon• AggInGstor t2mcan AggeGalor 8cmx(OBi 841Bw(05) 6amw(asi w X Y X
(Ib6) Edge Dletenae(ir): 1• 2.12 1" 2.112' i' 2.12 1" 2-112 31/8 1' 2.12 1' 2•V2 1' 2.112' 1 212 2 318 2• 0.48 0.54' 0324' U cc)
Q
Embedment On): 13/4' 1+Y4' 1;W" 1-W4 1.314" 1•&W" 1J/4' 1-3/4' 2" 74M' 1-f/4' 7.1/4° 1-fM" f-1/4' f-1/4' 1-1/4' 1-114' 1-f/4" 1-1f4' 2' 13+8" 1Jre• wdea Q Z Q O
4 Anche 0r Kn.0.C,/(2)U5 Angle Clips I(Fig.1): 750 We 7801be 8801ba 1560 toa 8201ba 12W Ibe 440lbs 1740Ibe 10081be 5401ha 56016a WA 760 lb- 450 It. 7401be 6401be 11601b0 74816a BBOIW i8g21W BB21be 8B6Ibs 11201be d' N (q
PRODUCT REVISED
as,comp Ina with the Florida
sullding ode
Noa wo. 20-0406.03
expiration Dote 05126� /2026
TABLE NOTES:
ey
MIom1-Dade Produet Control
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES'AND SHEET 25 FOR INFORMATION ON LOADING. �-'•-1 268"-•-'
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 NOTTO 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. t
ANGLE CLIP MUST BE USED IN PAIRS. .125" 1j11 1111 I/
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `. ��t�Y. YN/���.,,�
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 6093-TS AND BEA MINIMUM OF.125" ` \,.•' t tCENFF•'•�( ��
THICK.STEEL STUDS TO BSA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 1.26"X 2.11'X.125"MULLION P•' ��
LEAST:125'THICK AND Ax ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) 71' No.58705
THE MATERIAL#10 8.#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S,S.OR 410 S.S. Yt-
75,OIVAL LLE�C�;��`
A.LYISI WILLER,P.E.
FL P.E.#58705
TABLEISA
Mullion Capacity Table(Ibete) ANCHOR CAPACITY
Opening Width(for verfinlly-spenrerg mUlions)or Opening Haight(for horizo=11y spaMrg mWlilms) ADJUSTMENT FORMULA:
F
5D In 601n 701n 60 in 90 in 100 in t201n 140 In 160In
IANCHORCAP. _
Rectangular Trep/Tdeng. Rectangular T"P1Tdan0• Rectangular T pfTdeng. Rectangular Trap(Tdan9- Rectangular TraP/Tdang. Rectangular Tlaprrdang• RectangNar TrapRdeng. .Reofangular Traprld rg. Rectangular Tmptrdang. (DP)X( ) Z5
Ldadin Loadng Loading Loading Loading Loading L-In Loa&n 1--din Loath Loa6n Loadn Lnsdrg Lo A g Loadng Loading Loading Laadn MULUON CAP.,,m.r,a�
326"30 9 9 B e n8 9 g 9 �2
DEG.AL x x r a a r r A• r r n x r x r z• r p z r r r r r r �r r x r x r x• a r =ANCHORCAP„"a
BAY MULL II a a�. •II a., v ti .. •a a
- �, gB ^ 8 g$ �� B ,. 5 $ $ TUSE HE HIS FOR CAPACITY
OBTAIN � 8 a a LU
Sygy�('
E� d` d`a �2 d` �@ d`a' ��. d`a d`al �@ d �� d'ar d` ��. d` �� d` i@. 3 REQUIRED°CORRESPONDING O
TO AN ACTUAL PRESSURE
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 506 170.0 992 170.0 $19 170.0 111E 170.0 621 170.0 1240 170.0 521 170.0 1408 170.0 621 170.0 1735 170.0 621 149.1 1740 170.0 621 REQUIREMENT FOR THE J O
48In 170.0 70B 170.0 624 170.0 850 170.0 584 W0.0 902 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 %17 170.0 680 152.2 1522 170.0 660 130.5 1522 170.0 660 114.2 1022 170.0 680 OPENING,WHEN IT IS LOWER _
THAN THE MULLION CAPACITY a fJ
50.625In 170.0 747 170.0 683 1708 698 170.0 831 170.0 IGO 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 1S42 1443 170.0 756 138.E 1443 170.0 750 117.3 1443 170.0 756 1020 1443 170.0 758 o Z
(FROM THE TABLE)OF THE W .Q
54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1110 170.0 784 170.0 1276 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 855 120.3 1353 170.0 fist 103.1 1353 170.0 fiat 80.2 1353 170.0 881 SELECTED MULUON.IT WILL j $ Z
601n 170.0 a85 170.0 701 170.0 1083 170.0 787 187.0 1218 170.0 878 140.1 1218 170.0 944' 129.9 1216 159.8 036 110.9 1218 162.1 024 87.4 121E 145.1 913 83.5 1210 146.1 913 7&1 1210 1481 911 YIELDAMINIMUMANCH0 ♦- � fO
CAPACITY WHICH MAY BE W Z
631n 170.0 930 170.0 745 170.0 1118 170.0 850 160.2 1160 189.8 933 131.4 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 085 87.0 1150 126.7 a71 75.1 1160 128.2 670 65.7 1160 128.2 870 USED TO QUALIFY ADDITIONAL E 0_ W
$ 6712
e to 170,0 974 170.0 7B8 152.4 1-a 16s.8 aB1 iJ0.8 1048 146.E B84 114.3 1018 13J.1 850 101.8 1048 127,4 B39 9f.4 1018 110.8 830 78.2 4048 108.4 ezf 85.3 ltwe toe.z ale 67.1 I
e ANCHOR OPTIONS FROM THE Z J Es ANCHOR CAPACITY TABLE.J 721n 140.8 660 147.9 78/ 117.4 B00 12", 748 100.8 BBO 1f0.8 734 88,0 B80 100.0 722 78.2 850 B20 712 70.4 880 68.2 t17B0 79.2 807 50.3 BBO 70.5 86B 44,0 6 76N 11B.7 780 126.1 690 99.8 780 108.4 676 85.5 7B0 93.3 663 74.8 7B0 83.9 852 88.5 7B0 78.8 613 5B.9 7(10 71.7 700 88,1 824 42,8 780 82.1 818 97.4 7 O
78 in 110.E 750 116.E 657 92.3 760 98.1 844 79.1 760 BS.B 832 69.2 750 77.1 621 11.5 760 70.0 612 55.4 750 65.7 750 59.4 %14.8
56.2 Sall 34.6 38 ZNm901n 72.1 W3 74.4 600 60.1 W3 62.9 491 51.6 683 64.0 483 45.1 60 46.9 475 40.1 563 44.4 468 36.1 W3 4Q.9 503 38.2 33.3 445 22.6 2 Q m Z
GO
1- WC3 O90 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 29.7 495 332 495 29.1 28.6 394 18.6 90 in
1081n 41.7 391 A2.8 133532..0
M. 381 35.9 348 28.e 781 31.1 342 28.1 981 27.8 337 21,2 381 24.9 331 20.B J91 22.8 391 IV 17.8 31538.4 370 3B2 370 JJ.O J30 27.5 970 28.6 925 24,0 370 25.J J20 21.4 370 228 J18 18.2 770 20.9 370 16.1 F- 0
1201n 30.4 317 30.9 317 26.0 28! 21.7 317 22.5 280 19.0 317 19.9 278 18.B 317 17.9 273 (m+7t7.6 z2o n.e gZ m0 O
&€Q�(r
a.�
substrate: 2.71;Concrete 3kConorele 3.5kCorm. Hollow CMU I FOWCMU PTWootl I Metal PRODUCT REVISED
Anchor 3118'Elco 1I4'f9oo 3'18'DeWeO 1r4°CeWalt 6I18°Elm 3'18•Moo 114°Elco 3716'OaWolt 1!4'DeWall 114'89 f3co 5/18'Elco 1!4°99 E1oa a108leel gi29teel p126l'I �a cotttplyylng with the Florida
Capacity AminrTylla' Ultreoon Uttrecon Ullrecorlr NUaoonr Ultrecon Ullreoon NUacon UlUacom UUacont Ag9re0etar UlUeeon Ag9re0etor screw(GS)6arew(O6) 6crew(C6) Building Codo
P h1 NOA-No. 20-0406.03
(Iba) Edge gelarce 0n): 1' 2.112' �12 1' 2.11T 1• 2.1/r 3.1/8' 1' 2•i/r 1' 2•tl2' 1• 2-1r2' 1• 2.1r1 T 3118' r GAB' 0,64• 0,324'
Embedmerd M: 1�3/4' 1_4• 1.3la' 13°4' 1.3/4' 1 V4' r1.1l4' 1-1/4' 1-1/a' 1-i/4' 1-1/4' 1-V4° 1-1r4' 1-114° 1-1/4' 1-Im r 1.316' 1.wr wdd Explrotlon Dnte 05/26f2026
2Anctnm®5-Mim O.C./(2)2t5 Angle C11WI(Fig.1): 3901bs 3901Ds 310 Iba 6301be 2201bs 8701bs 17001bs 2701be 2BOIhs 3541b 74010a 2301b 370 Ibe 3201bs 5801hs 3741be 7201be 90lbs 341 Ise 442 ft WO los �=4 Ancftore(83.51Mlm O.C.1(2)2.5 Angle Clips I(Fig.2): 7801bs 7801bs 620lbe. 12801be 440lbs 17401ba 2525 ion 5401ee 66014e N!A 11201bc 4r4)IW 7401b5 6401he 1160 Ibs 748 lbs ag01ba 18921bo 682lb. B85It 1120INBy6Amtwm 0y 2.71•Mtn.O.C.!(2)ZOAngle Clips/(Fig.3: 11201be 1120 lba B301be 1B901W 8901bs 25901W 22641bs WA 8401W N!A 105B Iba B461bs 11101ba 679Iba 187E Ibs WA 13201be WA 1022lb, 1327 The 1860lba M.-Dads Product Control
FIGURE 1:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. 11 1 I I I
3)MULLION AND MULLION CLIPS SHOWN ARE NOT SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. .125" \��� ANY LYNN
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30. `�� '��.•''�1GL•NSF
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ; ,(n�
25D" No.5B705
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3. =*;' *-
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
e e YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126,
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY OF O ,
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION % T'•
o THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. i '4OR101'.-•'
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /ONAL
1
A.LYWrM1MILI! t�P.E.
FL P.E.#58705
TABLE 16A
Mullion Capacity Table Ibef a ANCHOR'CAPACITY
Opening Width(for verticaly-sparvling mdflons)or Opening Height(for hodzontely-sparvirg mt/llons) ADJUSTMENT FORMULA:
50 in 601n 701n Col. Bo In login 120 In 14D In 1601n /ANCHOR CAP.,,e,,.N �yf
Rectangular T-PITdang. Raotengular Tmp7Tdang. Roalengular TraplTdarg. Reclan8utar TmWI)lang. Rectangular ReprI
Reclangnler TraplTflmg. ReetanBular TraplTdene- ReclangWar Tmp7Tdaig. Rectangular 'hpli w. (D�)X l 1 �7
.MULLION CAP.,,,,,,,,, 1
3.25"46 Loading
Loading Lowing Loading Loading t.oadjn8 Loading Loedn9 Loading LoadingLoading Loading Loading LoertnB Loadng Lowing Loading LoedlnB oY w
DEG.AL �• �• a• `� •,. F a g n r a a E^ a .�•^ z n z a h� a '- a r P % a^ =ANCHORCAP.,,o z
anvllnuLL AB m a a mb a� a s "a�B $ a� a o a b q A v o a �� as �� LID
N
ci a u u r�v u ci u v u ct o ci is a S v' Na ci r3 9 a r�o OUSE THIS FORMULATO OBTAINe �� �rc �. �¢ �� �rc E �' �a f �� €a ¢`rc �� d`rc � �rc fg d`& arc � fi
REQUREDCORRESPONDING ZTO AN ACTUAL PRESSURE
421n 170.0 820 170.0 435 170.0 74d 170.0 478 170.0 868 170.0 508 170.E 992 176.E s1e 170.0 1118 170.E 176.0 12{0 170.0 szf 170.0 148E 176.E S21 170.0 1735 770.0 s2t 180.3 1B71 170,D 521 REQUIREMENT FOR THE Jp
48In 170.0 708 170.0 624 170.0 850 170:0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.E 1275 170.0 17D.0 1417 170.0 880 183.7 1037 170.0 B80 140.3 1837 170.E 680 122.8 1637 170.0 Bag OPENING,WHEN IT IS LOWER50.025In 170.0 747 170.0 5B3 170.0 BBB 170.1) 031 170.0 1048 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 170.0 1494 170.0 756 147.1 1552 170.0 756. 125.1 1552 170.0 758 110.4 152 170.0 756THAN THE MULLION CAPACITY w° Z(FROMTHETABLE)OFTHE w o541n 170.0 797 170.0 612 170.0 058 170.0 691 170.0 N16 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 155.2 1455 170.0 858 129.3 1455 170.Q 881 110.8 1455 170.0 881 07.0 1455 1-10.0 881 SELECTED MULLION,IT WILL mm601n 170.0 839 170.0 701 170.0 1003 170.0 787 170.0 1240 170.0 57a 157.1 1309 170.0 944 '139.T 1308 170.9 125.7 1709 183.5 994 104.E 1309 167.1 982 89.9 IWO 157.1 9B2 78A 1309 157.1 982 YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE Z
631n 17DA 030 170.0 745 170.0 1110 170.0 850 182.9 124T 170.0 940 142.6 1247 164.6 903 120.7 1247 152.0 114.0 1247 144.3 952 95.0 1247 138.2 938 81.4 1247 135.7 835 71.3 1247 135.7 035 IL m
USED TO QUALIFY ADDITIONALBe in 170.0 974 170.0 788 170.0 116D 170.0 BQ3 14e.4 1190 103.7 N85 12B.B 1190 147.9 94s 115.4 11B0 130s 103.8 1180 126.4 Bid 88.0 1190 119.5 eea 742 1180 118.1 B93 04.9 1180 11e.1 883 ANCHOR OPTIONS FROM THE Z f�ggg wC 721n 161.8 1010 169,8 877 134.7 1010 144.E B59 115.4 101D 127.2 842 101.0 1010 114.7 828 89.8I
105.8 80.8 1010 98.9 807 117.3 1010 00.8 765 57.7 1010 87.6 790 50.5 1010 67.7 7B9 ANCHOR CAPACITY TABLE. ? no761n 137.4 BOB 143.8 792 114.5 B06 122.0 77B 98.1 808 107.7 781 85,8 800 B82 748 76.3 602 60,7 996 e2.3 72B 57.3 908 N.7 71B 49.1 908 71.2 710 429 BOB 70.8 708 JQg L¢C3
78 in 127.1 661 132.5 754 105.9 861 112.5 736 90.8 B81 98.6 725 79.4 861 6B.5 713 70.6 51.0 03.0 861 75.4 694 53.0 861 68.1 001 45.4 861 64.5 675 39.7 881 63.7 67290Id 827 818 85,4 574 Ba.9 846 72.1 5& SB.1 846 02.8 454 e1.7 648 50.1 545 48.0 SO.B 41.4 846 47.0 830 34.6 840 41.6 519 29.5 818 38.2 811 25.9 816 38.5 507 LU Z
L m 0
eB in Bat t41B 70,1 508 58.e 1253W.i
J32624.
568
51.4 491 42.6 588 45.e 487 37.9 414 476 34.1 SB8 '38;1 {70 2B.{ 58B 33.4 458 24.7 566 30.5 452 21.3 BBB 2e.7 447 �p C
1081n 47.9 449 489 405 39.9 449 35.7 393 20.9 449 31.7 3B7 20.0 26.6 382 23.0 449 26.1 377 20.0 419 22.7 368 17.1 449 20.4 301 14.0 449 19.9 356LU
1111n 44.1�42�5 45.0 385 38.8 425 32.8 373 27.6 425 2B,1 3B7 24.5 282 302 22,1 425 24.0 358 18A 425 20.7 350 15.0 425 10.0 343 ix 0 CO
1201n 34A 35,5 331 28.1 384 25,8 321 21.8317 184384 16.7 3091441n 202 20.4 233 18.8 a yyr Z
0
mQr
TABLE 6B ��tx
Suimbala: Wk Con.nle 3k Concrete 3.5k Can.. Hollow CMU Filled CMU PT Wood Metal
Anchor 3116'Elco 1WMoo 31167DeWalt 1l4'DeWelt 6firElco T18'Eloo 1WFlea 3118•omit 114•DeWelt 110BSMo.r'"B'E].o 114.88Elao NIOSt.1 0128toe1 0128teel PRODUCT REVISED
capacity Aro1rorT7pe, Ulm Ullm.on UltmconF Ultra.ant UBrecon IBva.on Ulvacon UltracoM UIIre.oM ABgmOetar Intrecon A9greGator Brew(OB)ecrwr(G8) fiolew(O6) as compWln With the Florida
P IfY Building Lode
(Ibf) EdgeOislorcahn>: 1° 2.1@• 1' 2.112' T 2-ifX' �b. 2
3116' 1' 2.1- P 2.112• 1' 2.112' 1' 2.1Ir r 3.1re• T 0.48• O.B4' 0.324• NOA�Io. 20-0406.03
Embedment Or): 1.3r4' 1314• t3W 13'4' 13l4• 1314' 2' 1-174' 1.114' 1.114• 1-114' 1.114' 1•u4' 1.114' 1.1l4' 1.114' 1.1/4' r 1318• 1.3IB' ledea
2 Amh..Q5•MIn O.C.1(2)2t6-AnDs CYpa/(Fig.t): WO lie 3901ba 450lb. 6901W 31 lie 8WW3 17001bs 2701be 280M aM105 7401ba 2901M 3701tn 3201hs 50o lib 3T41bs T201W 9401bs 3411hs 4421bs 6B0Ibs Expiration Date 05/26/2026
4 Amhora®3.S Mla O.O./(2)2r5 Angle COp9/(Fl9.2E 7601ba 780lbs 7901bs 16701bs 620 lb. 1260lba . 25251bs 6401bs 6801bs NIA 11201bs 4W Itm 7401hs 64016s t160 ma 74BM B80Ibs 1B82 os 6821M BB51ba 11201bs �_-
B Anatws 4B 2.711 Min.O.C./12)Dt5 Angle Clips1(FlB.3X 1120 Ibs 112D Im 95BNa 2246lba 930IN 18DO lba e 22541ba WA 8401be WA 105BIba 8481ba 11101ba 97910e 787016e WA 132016a WA f0221be 13271hs 1B80Iha BY
Mlaml-Dade Product Control
FIGURE 1:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 t I i 1111
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `�` �C NSF
LYN
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125". 45'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Qe�,•'
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" =r4: No.58705 '
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• a • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126' -'0 . ��U
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT = ••
45•BAY
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %O� TE OF !V
MULLION .p p,••,.• ?;
• • THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,1B-8 S.S.OR 410 S.S. ��`•'.,�ORID-, \
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �NAL
A.LY mlil P.E.
FL P.E.#58705
F-1.000"-I l-1.250""i R
^•i 1.000" I- •--I 1.00a,
--� 1.000" -{ 1.000^ r- I-tzss"-I F
1zs^ _
.125" 126'
2.750" 2.750" .125" 125" 3.188" o
2.000"
f.126' 2.000" a2376-
26'
65" 2.116" .125"
.2
125° .12 5" N
pN
� rW
90f yj
to
VX2"X.125"MULLION 1"X2"X.375"MULLION 1"X2.75"X.376"MULLION VX2.75"X.850"MULLION 1"X3.12VX,5"MULLION 1.25"X3.166"X.20VMULLION 1.26"X2.11"X.125"MULLION
6063•T6 ALUM. 6063-T6ALUM. -6063-T8 ALUM. 6063-T6 ALUM. 6063-T6ALUM.- 6083-T6 ALUM. 6083-T6ALUM.
XSECTION X-SECTION X-SECTION X-SECTION X-SECTION XSECTION XSECTION W� y O
'f"�f--.126" {"•{�.125" to
-{1--.125„ U)
I I �IIf TABLE A LU
STANDARD-T6A CLIP 1 I 260 ANGLE CLIP Dlmonslon Value(in) For Mullion: Q go
6063•TBALUM. I 6063•TB ALUM. g n
2.000" 2.125" X-SECTION �Z
XSECTION U-CUP 2.000" A 1.625 D_
808-T8 ALUM. I 1"X2'X.125" T" O
,125" I X•SECTION L .125" B 2654 Aluminum Z C7 Q p1 tp
C 0.896 Tube Mullion Q A Z
.125"Jr I I D 0.740 y Z p p
-i.740"F-- A 1.126 1"X2'X.376 W O
B 2' Aluminum y y
5.500" 5.000 Tube Mullion V Q
3.125" CUTHERETO .375" C 0.835 F-
.376" _CREATE F•CUP,SEE MIN. N Z co (7
MIN. DETAIL F.SHEET4 .375"MIN. D 0,490 Oa., co 0
.338"MIN. A 1.876 - - �'O '
r-------� I r--------I A A I r-- B 3.OD0 1'X2.75""X - D'L�
-------------------
u-CUP A ------- f 375 Aluminum
L_ _____J L_______J 8083-T8 ALUM. "_ ___________________� " ���
2X5 ANGLE CUP C 0.757 'Tube Mullion
TOPVIEW 6063-TO ALUM. D 1.118 PRODUCT REVISED
TOPVIEW os eompl Ing with the Florida
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 VX2.75"X sullding Code
6063-TB ALUM. DASHED BOUNDARY.SEE SHEETS 6.16 FOR THE B 3,000 .650" NOA-No. 20-0406.03
CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR Expiration Date 05/26/2026
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/16'. C 0.478 Aluminum
SHEETS 6-17 FOR THEANCHOR O.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 2000 Mlaml-Dade Produet Contra
ANCHOR O.C. TABLE B 1"X 3.125"X
DISTANCE.MAXIMUM PGT Part# B 2.837 600'Alum
ANCHOR HOLE Mull Dimension(shoot#) C 0.863
6.500" �{ .375" DIAMETER:ANCHOR _ Mullion Std.Clip Offset Clip U-Clip Angle Clip Tube Mull
.376" I MIN, DIAMETER+1/16". D 1.137
MIN. 1"X2"X.125"(5) 66605 666113M 666111BM 666243M 6WS11M A 2,626
1"X2"X.375"(6) 666DDB 666114M 6661119M 668244M 666512M B 3 262 X.2 5"Alum
"
---- -------r-----------� X.285°Alum
VX2,75"X.376-M 66607 666115M 6661120M 666245M 666613M, C 0.862 Tube Mull 1111111I+4// -
1"X2.76"X.850 8 66608 866116M 6661121M 666248M SW14M D 1.762
r--- -- D i B () 1.20"X2.11" �r0,......... �/
1"X3,125"X:500"(9) 68637M 8661116M 6661114M 666242M 666515M '• VICENSF ''�e %
I I I t A 1.813 .121'Alum Q-:'
1.26'X3.166"X.265"'(12) 66641 6661117M 6661113M 666241M 666516M Tube Mull ;*: No.58705 -
-------J ---__� 1.28"X2.11"X.125"(18) 69370 WA I NIA WA 666517M
O' OFFSET CLIP NOTES: STAT OF '••��
6063-TB ALUM. .p'...
.125" I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. i,�S''•:��0R1D?,.•'G=
.740.�� .,S�ONAL ENO�
4 2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ,/�//I I I'ILER,P.E.
11111
A.LYNN MILLER.
`
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FL P.E.#58705
1.000" 1.000"
740"
12V
.385'
j-�{ .125" --11--.125" le
4. .125" CLI4.000" 4.000" 2.000'.' 6063-TSTAND ALUM.2.825" 6083•T8 ALUM. 2.125" 2%5 ANGLE CLIP
.125" XSECTION U-C-T6 AL 2'0008083-T6 ALUM.BD-SECTION XSECTION 125" N.125" X-SECTION.125" 8 O
.125' 0125, CENTER OF ANCHOR HOLE MUST UE WITH IN THE J.375" 376„ DASHED BOUNDARY.SEE SHEETS ID•20 FOR THE In
ANCHOR O.C.DISTANCE MAXIMUM ANCHOR ¢1
HOLE DIAMETER:ANCHOR DIAMETER+1l16'. W m g
1"X4"X.125" 1'X4"X.376" � 1"X4"X.375° � - GG
MULLION MULLION "T'-MULLION 5500 CUTHERETO 5.000' j Z
6063-T6 ALUM. 6083-TB ALUM. 8063-T8 ALUM. .375" 3.125" CREATE F•CUP,SEE '375 .375 O co ()r
X-SECTION XSECTION XSECTION MIN. I DETAIL
.10.100"o 0e" , IIIIIIIII IIIIIIIII III �-III1IIII
1IIIIIII F F rI III _1I1I
3.
MIN.
z
'FCT W
AOW .594 . .376 Z
1.594" r---------II r---------t CENTER OF I -- ---- I
ANCHOR HOLE MIN.
y� 0O
I MUSTLIEWITHIN J
THEDASHED L Zva J
1 BOUNDARY,SEE V
SHEETS 10.17 I Z Z Q o
-j Z° 9 2.8 FOR THE Q
ANCHOR O.C. CO Z H3.2 94" DISTANCE. O.100' MAXIMUM
3.250" ANCHOR HOLE
.100" DIAMETER: U) Upm�(tpY3l)
______ ANCHOR u-----------_-____ 3 DIAMETER+111 O O
824 2X5 ANGLE CLIP STANDARD P LIP BD ALUM.
.820" 0 6063ToALUM rOo;C0WT
1.2 Z�V'TJER OF ANCHOR HOLE MUST LIE1260 -I .820" F- N THE DASHED BOUNDARY,SEE TOPVIEW TOPVIE I
PRODUCT REVISED
1.251 X 325'X.100" 1.25°X 325'X.624' 125"%3.94'X.624' SHEETS 1G-17 FOR THEANCHOR O.C. TABLE TABLE C,CONT. as complyln with the Florida
MULLION MULLION MULLION DISTANCE,MAXIMUM ANCHOR HOLE Olmenalon Value Sulldlnp Codi
600SECTI N 6006ECTIO M. On) For Mullion: Dimension Value(in) For Mullion:
XSEC170N X-SECTION 8006•T6 ALUM. DUIMETER:ANCHOR DIAMETER+1I18°. F 1.938 1.25'X3.25" NOA-No. 20-0406.03
XSECTION G 1.000 .125' G 0.500 X.624' Expiration Date05/2612026
3.468" 6.500"� H 2680 Aluminum H 1.438 Aluminum ^�-
2.661" 376" I 3.000 Tuba Mullion I 3,250 Tube Mullion EY �7
1.67T' •125 •375" F 3.187 1"X4"% F 2,825 1.25"X3.94" Miami-Dade Product Control
1.37T 126" I MIN. G 0.757 .375" G 1.125 X.624'
�_______ H 2430 Aluminum H 1.500 Aluminum
I I I 1 I 1 I 3.000 Tube&•r 1 3,250 Tube Mullion
I I I I I F 2.260 1.25'X3.25' F 2.813 30•Ba Mull
125" I I I I G 0.760 X.100" F 2.675 45•BayMull
.12U. I I I I H 1.500 Aluminum
4b° 2250" I I I I I I
30' I I I I I a250 Tube Mullion
1 I I I H I
3.25()45°BAY MULLION I 3250" 1 I I I TABLED 11 j 11 11111//
30'BAY MULLION 6063-TB ALUM. �___ I I I _____� Mull Olmemlon PGTPartM �� �i
6063•T6 ALUM. I X-SECTION J (lleeti0 Mullion Sid.Clip Othet Clip U-Cllp Mple Gip ` O•LICENSF M
X-SECTION I ` ��`,•'•
G OFFSET CLIP 1"XVX.125"(10) 69384 666111M 0601122M 866241M 666516M ••,�
7 7- ,126" 6083-T6 ALUM. 1"X4'X.375"(11) 66010 666112M 6601123M 666242M W0519M _= No.58705
.228"J "--� •226'J �-•961"--� ,740" TOPVI� 1"X4X.373'"T'(11) 66W3 060112M 6681123M 686242M OWS19M �.O,•�- *_
NOTES: ri 1.25"X&25"X.100'(13) 20160'20312 6661127M 6681124M 6862410M 6685115M
1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25"X3.25"X.624"(14) 20161/20315 6661128M 8681125M BB82411M 8885118M :O,C'•, ST TE F (U
1.25'X3.94"X.624"(15) 20182 888111711 8881121M fi88241M 666517M !�s•'•F,4ORIDi;.••'G�=��
2)SEE SHEETS 10,11,13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) WEI WA NIA I NIA
6e60 NIA WA NIA fi885111M //// JN�AI l
3)SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 6 A.LYNN 1,
MII 1 FR,P.E.
FL P.E.#58705
TABLE E
Mull Dimension PGT Part#
(sheet#) Mullion Sid.Clip U-Clip Angle Clip L
'� -.125 -'1 f--.125" --i N-,125"2"X4"X.25"(16) 66602 666261M 666271M 6665112M2"X6"X.25"(17) 66604 666262M 666272M 6665113M STANDARD CLIP U-CLIP 2X5ANGLECLIP6063•TO ALUM. 6063-T6ALUM. 6063-T6 ALUM.2.000" X-SECTION 2.125" XSECTIONNOTES: 2.000" X-SECTION
I N
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125" .125" .126' 'a ❑
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T Cl) viN 1
2)SEE SHEETS'16-17 FOR SUGGESTED,APPROXIMATE �1 490 i O W
HOLE LOCATIONS. 1.490" 0 y
3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 6.500" ❑
3.500" CUTHERETO 5.000" 375" W U O
CREATEF-CUP, (p o ❑
2.000° .375" `L I SEEDETAILF, .375" MIN. m z M
MIN. r-SHEET4 MIN. 376" CID LLI
Q z
r--------------- --------i -- -- = z .
11---------------------T Z LU f
I 1 I i i a m 0
4.000" i I i I Q a u�- p
rK. -I-- -- --1- 3.43W 4 + 3.438" re +--------I Q rn
250" 2°X 4"X 26' I I
MULLION I I 3,438" I I Q ❑ z .�
6083•TO ALUM, I I I I F Q up p
X-SECTION I I I I I I .375" z
L_ ___--- ___I __-_-_-J -_ __ L L__-_---_ J MIN. ED Y
-J to (1)
�- STANDARD CLIP U-CLIP,8063•TB ALUM. WANGLECUP O Q O Q
25D° CENTER OF ANCHOR HOLE MUST LIE 6D83•T6 ALUM. SED FOR 2°X 4"MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 8D83•T8 ALUM. a• z y W
WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THEDASHED BOUNDARY.SEE TOPVIEw �' 6%0
SHEETS 10-17 FOR THEANCHOR O.C. SHEETS 16-17 FOR THE ANCHOR O.C. - R
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE t
DIAMETER:ANCHOR DIAMETER+1/18". WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+IHB".
SHEETS 16.17 FOR THE ANCHOR O.G. PRODUCT REVISED
5.500° DISTANCE.MAXIMUM ANCHOR HOLE as complying with the Florida
CUTHERETO DIAMETER:ANCHOR DIAMETER+1/16'. Building Code
3.500" 5.000"
f�2.000"--j .375" -� CREATEF-CUP, ,376" NOA-No. 20-0406.03
SEE DETAIL F, .375"
MIN. r-SHEET4 MIN. MIN. Expiration Date 05/26612026
.376 py
----- -- ---------------� -- - r---------------------1 Mlaml-Dade Product on ro
1 I I I 1 1
I I
I I I I
I I I I I I
I I I I 1
I I
I I I I
6.000" rt - T-- --�- 4.888" ¢ 1• 5.438" � +--------I 11111
I I 6.438" 5.438'
LTJV/v
2"XB"X MULLION
6063•TO ALUM. I I I I ` No.58705
I I _'fit 1
X-SECTION I I I I I I '375" _ MAT
I MIN. •, J (ir
---_- O •. F .(U
STANDARD CLIPL U-CUP 2X5 ANGLE CUP /'�j��lS 'F�ORIDI^.•�G\?��
.250" 6D63-T6 ALUM. 0063-T6 ALUM. 6063-T6 ALUM. 7�/ONAL
TOP VIEW USED FOR 2"X 6'MULLION,SHEET 17 TOPVIEW ///1,1 11 1 11
TOPVIEW A.LYNN MILLER,P.E.
FL P.E.#66705
c
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. �n
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32°+32+1-=65.REFERENCING SHEET 25,THE COLUMN USING o hi y2
NO ANCHORS IN HEAD RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED A 8
DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. F
SEE SEE FROM TABLE 3A,SHEET 7,THE V 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
FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. '
55
PRODUCTS SHEETS O'
APPRovgL 2-3 FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650"MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE o^Y
72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N
MULLION B Q
LENGTH A 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 ,"I
4 u ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 805 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIERTO INSTALL. 0) N d ILJ
SEE W
DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL _
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE --I O)
2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. �•a F
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS.ALTERNATIVELY, m o _ to
NO AN—CHOR—SI�NN1NOowsIL4 THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF60PSF: � m W
MULL_O_ 636 L138
(60 PSF)X( )=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) g Z
OPENING WIDTH 72.7 PSF _
Z V
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.31W.THE OPENING REQUIRES A Z
DESIGN PRESSURE OF+50.01-56.0 PSF, a
o
FOR THE VERTICAL MULLION:
1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72"+1"-105"AND THE OPENING WIDTH IS 38"+W'+1"=73".REFERENCING SHEET 25, Q yZ
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.318"AND WILL I.-
U3® go"O
EXAMPLE 2:MULTIPLE MULLIONS CID (D
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SUE,USE THE NEXT LARGER SIZE AVAILABLE. rn W m S
SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.376"MULLION(LENGTH=108',OPENING WIDTH=80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.15.1 PSF W Y `�
MULL WIDTH- - SHEETS 2a AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. fn
U Q O
FROM TABLE 12A,SHEET 18,THE 2"X 4"X.250'MULLION(LENGTH-WS",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+/E4.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z h fn
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. g 9 8�p
32' SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WI IS 36'+36"+2"-74",NOT 73"AS PREVIOUSLY m i�
FENESTRATION DETAILS, 4Th rc
PRODUCTS SHEETS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL a4 �- THE 73"DIMENSION(3S-l/2"+35-1/Z+2'-73). PRODUCT REVISED
as eomplyyInyy with the Florida
r 1 r 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUMETHE POURED Eullding Codi
I I NOA-No. 20-0406.03
CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE,
MULLION O - - USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1060 LSS WHICH IS GREATER,AND Expiration Date 05/26/2026
LENGTH -SEE
-
SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
S DETAILS, DETAIL E. �j-.�
OPENING SHEETS 2-4 SHEET3 FOR.THE HORIZONTAL MULLIONS: ®y l
Miami-Dada Product Contro
HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.260"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,AN
HORRIZ. MULLION TYPE COULD BE CHOSEN,
MU ON 72°
1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+7Z+2"-106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE
USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250'MULLION(®LENGTH-42",OPENING HE(GHT=120")HAS A DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8"
SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH
2-3 (4)3/1W ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1I I I 1111!
ANCHOR CAPACITY OF 521 LBS. ��` ANY LYNN�
36,HORIZ 3e°,HORIZ q FOR THE U-CLIP IN THE HORIZONTAL MULLION To VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR
L."OPENING
ULL LENOTH��MULL LENGTH ) •'•`(��
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FORTHE REQUIRED ANCHOR CAPACITY REQUIREMENTOF 521 LBS.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. _ - ND.58705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
464.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; 'r� �•Z 0
+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). �p�'•, AT OF (V�`
THE LOWEST
SIGN PRESSURE IS 464.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
VERIFY THEE DEE ON PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ,S,�./ONAL ENG`?\\
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LY M hhILL�R,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING:
I
I F
PW PW
1/10-0 77 2
I pp
I ti Y uJa
I
E
SHIDH SHIDH SHIDH I pyy PW co
O r�N LU
I
I O o / / W o U)
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION co 0
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I F d]
HINGED
I DOOR
SGD Z mp
I LOADING OF VERTICAL MULLION p
PW I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q •� r• o
I F Og_ •- �
PW i FZ•' Z Q C"
PW PW PW fA -� 1t0o
W C9 y 3
PW LLI
� Q
SHIDH SHIDH SHIDH SHIDH Q OJ
1 SHIDH a:w PRODUCT REVISED
/ n I
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION / aeco g
id
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I no
PW IPW
HR / / NOA-Noon with the Florida
de20-0406.03
I
Expiration Date 05/26/2026
~ LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By
MULLION Mlaml-Dade Product Control
I
P HINGED PW PW NOTES:
DOOR
I 1)DRAWINGS ARE
I RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
I pyV CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
O O I THOSE SHOWN. `I111 11 111 III
2)IF THE LOADING TYPE CANNOT ••• ��i
(Gv I BE DETERMINED,USE \ O'LICENSE ����
PW RECTANGULAR LOADING. ' •,
PW
PW I `�, ; No.58705
3)SEE PRODUCTS'APPROVAL FOR
ACTUAL ANCHOR LOCATIONS,
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
I SGD %� '•.;�CORIDP,.••'�_�%
I -
I NG'�
1 )�
1 LOADING OF VERTICAL LOADING OF HORIZONTAL ,A/YON MILLER,P.E.
MULLION MULLION FL P.E.#58705