HomeMy WebLinkAboutNotice of Acceptance (3) FEW COP37
MIAMI REVIEWED TOR MIAMI-DADECOUNTY
CODE COMPLIAN c� D PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATOR�°'�ND O V5(+�[�R �'( 02� 1180 am 6 FLe33175 2474
BOARD AND CODE ADWNISTRATION DIVI �O T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE Permittingrt
Depament www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product 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.
CMIAMKIADE:CCIUNTY - NOA No.20-0406.03
® ' 08/20/2020 Expiration Date: May 26,2026
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 51'
Edition (2014) and with FBC 6t' 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. 6300dR, 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 6a'
Edition (2017) and with FBC 71 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-6t' Edition (2017) and FBC-711 Edition
(2020), dated 03/30/2020, issued by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
2. Statement letter of no financial interest, dated 03/30/2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 17-0630.01, issued to PGT Industries, Inc. for their Series
"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.,approved on
11/09/17 and expiring on 05/26/21.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-0406.03
Expiration Date: May 26,2026
Approval Date: August 20,2020
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ggggg
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE O
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 7X OR 2X V400D BUCKS IF USED, GENERAL NOTES.................... 1 F
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...._.........................I
FIGURE 1: ELEVATIONS..:...............................1 g
MULTIPLE [—OPEN1NG NIDTH FOR VERTICAL MULL ARCHES ro BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO IX WOOD.NRY...-'.,-.2 6Y
MULLIONS / --� INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL T01X80.1ASONRY...__..__2
SEE DETAILS INSTALLATION NOTES.........._.....2
RECTANGULAR NOT HAVE A GAP OF MORE THAN IW FROM THE CUP.
A-D,G,H; SHAPE MULL TO MASONRY................. N
ko
SHEETS 2.4 MULL TO STEEL STUD...................3
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..............................3 $ �8
/ T���` DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS_._................4
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION..............4 Z
1X2 X.125 MULL SPECS...............8 O R
// �/ �/ ♦\ 1 X276 X.375
3MULL SPECS............_.B --I
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE _J o
1 X 2.7fi%.375 MULL SPECS..........7 U
INSTRUCTIONS. 1 X275 X.65 MULL SPECS............6
1 1 X 3.125 X.SOO MULL SPECS........9 Z
SEATHRu G;ETAILSf III 11 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1%4 X.125 MULL SPECS...............10 W p op O
SATHRU G; / I / 1 j I / I SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X4 X.375 TUBE MULL SPECS....11 7 F cq
A7HRU G; iXAX.375 T MULL SPECS....._11 Q CO
I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1"'
SHEETS 2d 125%3.163 X 255 MULL SPECS._12 <_
I i I I / OPENING PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.2sxs.2s X.100 MULL SPECS_..13 j DD..O
VERT• HEIGHT 1.25 X 326%.624 MULL SPECS._..14 Z W
MULL FOR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 125X3.94 X.624 MULL SPECS.__15 0
LENGTH FOR
2 X 4 X.25 MULL SPECS_..._.........16 Z
SEE DETAIL E MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.W CS-.......WOOD 17 J Q
, 16....
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 126 X 2.11 X.125 M LLSPECS Q co � O
SHEET 3 25 BAY MULL SPECS
30"X 3. .._....,19 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT h Q DO
45'X RAY MULL SPECS_.......20
REACTIONS. MULLION ON BCUP GIMENSIONS......21-23 Q O m
EXAMPLES 182......................_......24 I- Z ..�
FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON,DEWALT/ELCO AGGRE-GATOR,DEWALT ULTRACON+NONS. LOADING EXAMPLES................_....25 (A
PRODUCTS MAY W
I.OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
MUST BE
MANUFACTURED .CODE,AND ARE APPROVED FOR IMPACTAND NON-IMPACT APPLICATIONS.MUWONS ARE ONLY TO BE USED WITH PGTI LU
ZV
F=
BYCGI. FENESTRATION PRODUCTS. U l7 ¢ O O
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ Z, 0
/s A-o,o H;� 77)QUANTITY OF UNITS WITHIN A MULTIPLE MULLEDASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING l
I HORZONTAL BHEETS 24 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
FFF--- MULL
LENGTH HORIZONTAL PRODUCT
8 EVIS Forida
LENGTH INSTRUCTIONS: Building de
MULL a CoNOA-No. 20-0406.03
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FP FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05/26/2026
r—HOR17 MULL LENGTH--{ 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By �'�
MULL F--OPENING N7DTH--I Mlaml-Oade Product Control
LENGTH I_ I I 3)REFER TO SHEET 25 TO DETERMINE IF THE NAND LOADING IS"RECTANGULAR"OR"TRIANGULARRRAPEZOIDAL".
p OPENING 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LB5/FM FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING
HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
OPE HEIGHT MULL F, Muu VEEILL S�F ON CAPACITY fLBS/FTrI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING OBTAINED IN
HEIGHT d LENGTH
L P L .L. �1.LENGTH
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TOATTAIN THE FULL MULLION CAPACITY. 11 t 1 I I I l(f fI
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 �\��. ••••••. /EJj 7��i/
OPENING NADTH ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR -�,.•' ULGENSF'•,��
FOR VERTICAL MULL CAPACITY IS MET. Q';' ' 13
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS No.58705
FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY(LBS/FT-)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE _
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE �q'.; y'Z Z Q
a2020 FLORIDA BUILDING CODE(FBC),7TH EDITION 0 STA OF
a2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION /��•'•.�f ORIDP,. \���
ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION CAPACITY(LBS(Ff'OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION e, S •••••• C�
9ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. NAL� ���\
*AISI S100.16 O I�1 L 11
OAISC 360-16 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN MILLER,P.E.
FL P.E.#58705
�� F
DETAIL A: DETAIL B: MULLION
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X eucusTwP TYP.ANCHOR
OR WOOD FRAMING AND PER SUBSTRATE Y
OFFSET CLIP SHOWN WOOD BUCK AND MASONRY
( ) (STANDARD CLIP SHOWN) 9�/OTHHEERES SEE SEE TABLE9IB 13B
SEE to
NOTE 1, lV
I MULLION I SHEET I. 5 W
I i I SEE SHEETS 'a •g 1 j "'1"c�A.',t':: `y•�•.•J• z CD
EITHER THE I I 2SE FOR HOLE � � b 1 MIN 271Q31 ... ....� EDGE � Q
STANDARD Oft .e t LOCATIONS ,.6 I CONCRETE OR CMU'�•1"•' 1 DISTANCE, J ~
OFFSET MULL ® `I F`-k-SEE SEE TABLES IL
CUPMAYBE ,e EDGE ® I EDGE DISTANCE 1B-138
INSTALLED BY I I I, FOR NDOD :•°• e1 I I e ANCHORS W
DISTANCEFOR MASONRY p'
THIS METHOD n SCREM z I I i SIDE VIEW m
.25D'MAk FOR e G•' - F
• < ALL MULLIONS °: d•: � 0 m Q
° d "e a EIMER THE pL g
• •° STANDAR IOE W
4 r AQ. OFFSET MULL Z
e EXTERIOR ° e c=11E p: {{{3��1 ]0
°G INSTALLED BY F •�❑
..d EDGE THIS METHOD. J W Q
c° a .4 DISTANCE 4 .. < N
e FOR °' z Q r0
MASONRY ° a4 O z �I
LT
E OFFSET CUP IS ANCHORS 03
/f COMMENDEDFOREXTERIOR . FIN-FRAMEDNDOWS,BUTMAYSO BE USED FOR 4 LuER FRAME TYPES
V z a 0
a.. zoIs
m0
TYP.ANCHOR m�
TYRANCIII —ANCHOR
PER SUBSTRATE, PER SUBSTRATE, �
PER SUBSTRATE, SEE TABLES 1&teB SEE TABLES iS-13B
SEE TABLES 113-168 EDGFJEND PRODUCT REVISED
DISTANCE BUCKSTRIP as eomplylsg with the Florida
SEETABLES AND Building Code
1S43B ^ ATTACHMENT 20-0406.03
EMBE MEAT BUCKSTRIP ;,,l;'.�.:•• BY OTHERS, CA-No.
AND EMaEDMENi•�. e .
ATTACHMENT .i: �� SEE NOTE 1, Expiration Date 05/26/2026
•:!! BY OTHERS. �),. SHEET I. f�-•�
^� SEE NOTE I, :'e; - •• ...._ By u^"
SHEET t. Mlaoll-Dade Product Control
y -- MIN 2.7 KSI CONCRETE OR CMU ,
SIDE VIEW FRONT VIEW
FRONT VIEW
MATERIAL PROPERTIES::
INSTALLATION NOTES: Material Min.F, Min.F. `t1111I1IIIT//�
�� •••-,•• ��
i)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Steel Screw 92ksi 120ke118-8 Screw 80 kni 95 kei �\ ��•''LtCENSF ��� i
410 Screw 90 kei 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY.BECAUSETHE ANCHOR CAPACITY IS,BASE 110 keiD PARTLY ON THE ANCHOR '<c
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, DeWatt/Etco Aggre-Gatos® 57 kel 96 ksl T} No.58705
EITHER THE STANDARD OR OFFSET CUP MAY BE USED. Elco UltraConO 155 ksi 177 ksf
3/16"DeWak UftCon+0 117 ksf[1640 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HIXHEAD OR FLATHEAD. 1/4"DeWa@ UftmCGn+® 148 kai �O.'. y TE bF6063-T5 Allminum 16 ks1 ' FLORID?•,4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET3. � •A36 Steel 36 ksl is •......5)FOR MASONRMA FOLKONRY A IONSIN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON,DEWALT ULTRACON+OR DEWALT/ELCO 1/4"SS. Gr.33 Steel Stud 33 kei �''�S�0NAL I0,""
A.LYNN MILLER,P.E.
FL P.E.#58705
DETAIL E:
MULLION TO MULLION MU °
DETAILC: —+ .1zsMl"' INTERSECTION NOTES: t
MULLION DIRECTLY ATTACHED TO 02
MASONRY STRUCTURE (U-CLIP) 1)MAY BE INSTALLED IN"TEE"OR"CROSS" F
(STANDARD CLIP SHOWN) -CROSS-
INTERSECTIONS.
VARIES gg
2)MAY BE INSTALLED HORIZONTALLY by
BUCKSTRIP I I (SHOWN)OR VERTICALLY.
NOTCHEOTO ILO
L `V
PROVIDE I BUCKSTRIP 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 8 Q
FOCFRMULCLEARANCE I TOP VIEW U
UP. AITACHMEN7 FOR CORRESPONDING MULLION. Z m
I BY OTHERS, MULLION 0
I BEE NOTE I, VARIES J W
I SHEER. J .Q
M25TEELSCREM
SELF-DRILLING OR PRE-DRILL
MULLION MULLION AND USE SMS m 0] O o U
w 10
I m 7
MULLION Z (0 to
e TYP.ANCHOR `�O 0 W
E
ITHER I'• e I I PER SUBSTRATE, THE OFFSET CLIP IS = F
I I 4'' ISEE TABLES IB-139 RECOMMENDED FOR J Z V=
e " I . a- I I.I FIN-FRAMED L
1 1 INTERSECTION e' .a i el I EDGE DISTANCE ALSOO BE USED FOR-MAY SUP /f 7 L. ". e. ! I i ��'. I FOR•OR MASONRY OTHER FRAME TYPES. EXTERIOR ¢ TC s o
Z
•e < I I I I I .m •I" C N
e aG a SEE SHEETS 21.23 FOR F- O O
n •a o-I HOLE LOCATIONS ,
EXTERIOR ea 4 ° <" e j FRONT VIEW EDGE W g
41' a DISTANCE-
EDGE DISTANCE '0 a .e e - SEE rABLES F y
FOR MASONRY - 18.138
ANCHORS •: e `e :, ° d..? Z Q f0/!
_ gig
8 e a SIDE VIEW v 0
e 4 DETAIL D: PRODUCT REVISED
TYP.ANCHOR MULLION ATTACHED TO as comp Ing wIth the Florida
TYP.ANCHOR PER SUBSTRATE, STEEL STUD Building Wotle
PER SUBSTRATE, SEE TABLES 19.138 (STANDARD CLIP SHOWN) NDA-No. 20-0406.03
SEE TABLES 113-130
STRUCTURE Expiration Date 05/26/2026
BUCKSTRIP /�
AND TYP.ANCHOR By (/r
ATTACHMENT PER SUBSTRATE,
.•:. BY OTHERS, a ; SEE TABLES IB•13B ® Mlaml-Datlo ProdaGt Central
EMBEOMFI.IT' SEE NOTE I, ',�.: •..
. ,
SHE ET I. -�•' _ ~ SEE SHEETS
.. EDGE 21-23 FOR ® .
..,. .... • •. -DISTANCE �` HOLE
MIN 2.7 K81 CONCRETE OR CMU SEE TABLES LOCATIONS
MIN 2.7 KSI CONCRETE OR CMU 19.13E \
FRONT VIEW SIDE VIEW .—.ON
INSTALLATION NOTES: ® LIj 1111111l I///
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DISTANCE � O "••.
FOR STEEL STUDS THINNER THAN SEE TABLES �ICENSF••,
2)QUANTI7YOF ANCHORS AND MULLION SIZE SHOWNABOVEARE FOR NCTORIALREPRESENTATION FRONTVIEW 10GA AND COMPLIANT WTTHTHEFLBUILDING, 111.138
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CODE,A 2X WOOD BACKER MUST USED. No.58705
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE u EwooDANc"D SENT PECS r S. *EXTERIOR SIDE VIEW FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSETCLIP MAYBE USED. =b
NOTES: •. .Z.O ir
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAO OR FLATHEAD. 10. •. ,•'��`
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD (� '•.:clOR10!`..•'•
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ANCHOR VALUES MAY BE USED. i lP
2)SEE CORRESPONDING MULLION TABLES, ''/////�NAL IsllG 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED SHEETS CORRESPONDING
FOR QUANTITY MULLION
SCREWS. A.LYNN MILLER,P.E.
ELCO ULTRACON,DEWALT ULTRACON+OR DEWALT(ELCO 114•S.S.AGGREGATOR MASONRY ANCHORS.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP ar
(F-CUP) (ANGLE CLIP) BAY MULLION INSTALLATION F
(ANGLE CLIP) �K
SEE DETAILS A-0,
SHEETS 2 AND 3 FOR INSTALLATION 3T OR 45' �Y K
TO SPECIFIC SUBSTRATES. BAY MULL
MULUON ' 04
Ts O
O I O W
Z
Ea
O O O O O O 0 O JO
O O TOP%AEW N
SIDE VIEW I LU U 'o
SHOW vffHvx4'xAW I TOP VIEW 1 1 i M to 00) LU
A MULLION I I I I F=-. Z to f9
L,/j7 I I l 1 TYP.ANCHOR r2 Q Z
EXTERIOR 1 1 I I PER SUBSTRATE 7 F QQ
I I SEETABLES 758 OR iBB Z U
I TYP.ANCHOR I I �Q
STANDARD MULLION CLIP I
MODIFIED TO FIT FIELD I PER SUBSTRATE, I EXTERIOR rn Z
Id SEE TABLES 1B-14B I
CONDITIONS. 1 I I Q Z 0
rX BANGLE CLIP. Z Q 6
I I 1 2 PER MULLION END,MUST BE ^'
i I I 1 INSTALLED INSIDE OF BAY MULL Q Z DO .m
MULLION 1 I cz O
I I m W Q
rX5'X.12r }"
I 1 I I AMULLIONOLE CUP, I"
6L` 1 I I I 2➢ER MULLION END, () Z ¢ O
1 I 1 MUST BE INSTALLED O- Z �I i INSIDE OF MULL S:RI.-0
I
TYP.ANCHOR b PRODUCT REVISED
PER SUBSTRATE, as complying with the Florida
SEE TABLES I&.138 Building Code
INTO WOOD, NOA-do. 20-040&03
STEEL,ALUM Expiration Date 05/26/2026
INTO MOD.STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM,CMU OR MASONRY MODIFIED IN-FIELD. By
EXTERIOR —41)- ® Mlami-Dade Product Central
ECentral
OF EpG" CIA�OR
pF3L�
F
iNT01AODD,STEEL,
® ® ALUM,CMU OR MASONRY EOOE O
DISTANCE
PER
DISTANCE F _ ANCHOR `L 11111111!!f!
PER ANCHOR G NOTES FOR INSTALLATION OPTION G&H: �```'\�O"�ICENS• /�'''�
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. '•,
NOTES FOR INSTALLATION OPTIONS F: No.58705
2)DETAIL G:SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 126"X 271"X.125`MULLION. LOCATIONS.
2)SEE TABLES 1 B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FORMOLE LOCATIONS. 7 ITS
(V��
i
3)DETAIL H:SEE TABLES 159 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ��0�•.. STATE ?-�,.'
3)THE 2XS CUP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. i��s•.FCORIDA,.•'G\?��
",S'ONALff"ImLEC;����
A.LYNN MILLER,P.E.
FL P.E.9 58705
TABLE 1A '
Mullion Capacity Table
Opening Width(for varOraily-9paming muU10m)or Opening Hal h s ANCHOR CAPACITY
�t R°rodzonta sY'Parri n9 mullons) ADJUSTMENT FORMULA*So in BO In 701n 90N 90In 1001n 1201n 1401n 160E /ANCHORCAP.,o_
Raetengsa Treprideng. ReerngNu TrepRdarg. Roeten9Ner /tepllHSng. Reet4agula TrgYRlang. Raetao lrmrMmp. RectangL9 ThMMarg. Reotsnguler Trep7MIn,, Redanpula Twfntp g. Reelugul. TapRdmg. (D eo)X lMULL10NCAP.,,,,,,,,
1x2x.126 lmdng Loed(n9 Lbedrg Loadng laedrg l.badnB lnednp l.oedng L,oednp lnadoq Leadoff I-oadnB Loadrg Loedig lnodng luaRig IneabB Lmdng �Y
Alum.Tube € .^ € .^ �, ,^ ,_ �. ,^ �, -ANCHORCAP.,°°
Mann � � . a ¢ g � N
'tpt¢� yip spy a § i1¢�� h Y b L cg$ d pp§§ gg fy y USE THIS FORMULA TO 013TAIN 1,: o LLu-•
d � d 3 � � S� AF d� d "� a � THEUIRED" ORRES ON N ��
� ��. d# � � � � z REQUIRED"CORRESPONDING Z
42 in 111.9 408 129.5 332 93.2 408 115.5 325 79.9 400 107.5 321 69.0 40a 104.4 319 62.1 409 104.0 319 55.9 408 104.0 319 4eA 406 104.0 310 39.9 408 104.0 319 W.0 408 104.0 319 TO AN ACTUAL PRESSURE 0
REQUIREMENT FOR THE
b N 74.9 312 93.e 256 62/ 312 73A 752 53.5 3/2 87.0 246 46.8 312 W2 248 41.6 Sit 61.3 244 37.5 312 61.D 241 312 712 61.0 244 29.e 312 81.0 24{ 2&4 312 61.0 244 QpF141NG,WHEN IT IS LOWER 7 2
50.6251. 63.9 281 70.6 234 532 291 61.5 228 45.6 281 55.7 224 39.0 281 521 222 35.5 291 50.1 22D 31.9 281 49.3 219 28.6 281 49.3 219 22B 281 49.3 219 20.0 281 49.3 210 THAN THE MULLION CAPACITY 0: Z
(FROM THE TABLE)OF THE W 2
54 6r 528 247 57.5 207 4J9 247 49.9 202 37.e 247 44.9 199 32.9 747 41.5 198 29.2 247 39.4 194 29.3 247 36.4 183 21.9 247 3e.1 193 16.0 247 28.1 193 16.4 247 38.1 193 m a
SELECTED MULLION.RWILL t7
ee BO In 38.4 200 41.2 170 320 .2110 3sA 186 27.4 200 31.5 163 24.0 200 -9 160 21.3 200 -1 159 1- 200 25.9 157 16.0 2D0 2&D 156 YIELD MINIMUM ANCHOR )- �
631, 33.1 tei 35.3 155 27.6 181 30.3 152 23.7 tat 2&9 149 20.7 181 24.5 145 18.4 181 Me 114 18.8 191 21.7 143 CAPACTY WHICH MAY BE � Z
USED TO QUALIFY ADDITIONAL O
2i se in 28.8 165 30.6 142 2A0 185 2&1 t39 20.6 165 23.1 136 Me 169 21.0 134 ANCHOR OPTIONS FROM THE Z 0�g .•Q
121n zz2 139 23.3 120 18.5 139 19.9 110 15.9 139 17.5 116 ANCHOR CAPACITY TABLE. 7 �S`
75In 18.9 125 19.7 109 1&7 125 1&6 f07 S•
Q J
79 N
1n 17.5 118 19.2 f04
TABLE 1B �
rn N N )¢O..0
3uhebete: 27K Conemle 3k Coroale 35k Core, Frdlow CMU Filled CMU Pr Wood Metal (n Ji S
Anchor Amt.,Type: 3r16'Eke 114•Era 3118'NIN. IM NINA 51IT Eko N16'Elee 1/4'Elea 3116'DOWaft 114•DeWaa 114'S9 F3eo 5/16't]eo u4'69 Eloo 810 Sled 612 610e1 412 9te¢I � K Y Y
capacity uNacon Utacon Ullmeom UBrrwon� Nbeeon lgtracon 110acon LMb Maoerw A9greag r Ultraoon AggrtGnW &a (GS)SorewM &-(GS) N
(me) Edge Mt.-(mT P 2.1? 1' 2-117 1' 2-1/Y t• 2.12 3-IM' 1- 2-115 11 &trl t• 2-12' r 2-t/2 2° 3-18• 7 0AW 0.5T 02w (� X Q
Embednkld(hy I_W 1J14' 1314' 1yP I4V4' 1 Ir 7314' 1dX4' 2 1-IW 1-1/4• 1-1/4- 1-114' 1-11C 1.1/4' 1.1/4' 1.1/4• 1-1/4' 1.1I4' 2' 1_318' lala' %.%s Q.•� Z Q (��
2 Archom C 4.75'MIn.O.C.I Starldudm Offset C8p ft.1T 3901bs MO ft 4501b4 8901ta 310lbs WO ft 2201bs Om Ids 1644Ibs 270 g 28D Its 3540. 740 me Me P. 370 me 32D Ibs SW R. 3741he 664 Ms 940Im 341 Wo 442I0a BW Its
4 Amhom C 1.15'Min.O.C.I Started(or O®el)Op ft Z): 480 Ibs 7001he WA WA 320lbs 1260 @s 370IM WA WA WA 3801b1 WA WA WA 740 0x WA NIA WA WA WA 692Ibs 885 M. 112016s
4Ambom a 3'Mn.O.C.1 M 2.5 Angle aps I(Pg.3k 7801b5 780 P. 680®s 15M fin 620lbe 121W m5 440I� 17401bs 1B961bs 540 OB 5W Ibs WA 760 R. 460)0a 740 ms 640I68 11601b, 748 rm 880115 1B92Ibe 682 OB us Im 1120Ibs
2 Anehon®0.45•MIn.O.G 1 uCOp,Into.125 Alan(Rg.4r WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA 716 Its
t A.W1 F-ap(Flp.6j 195 M. 19505 2251ba 445M 15516e 315 I15 11013s 43585 8221b1 1350x too lbs 177Ib5 3mrm 115 rm 1851be 10D Ib5 2901m 187 g5 332Its 4731Ds "0 r5 221I4a 280Im PRODUCT REVISED
2 Anehm®1.15"Min.O.-F1Ap ft.6I 240Ibs 350Ibs WA WA 160lbs WO IbS ta5lbs WA WA WA 190 N4 WA WA WA 370 rs WA WA WA WA WA M Iba 442 Me 5W Its a6 complying wBh the Florida
Building Code
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. NOA-No. 20-0406.03
Expimtlon Date 05/26/2026
By limey.
FIGURE 1: FIGURE 2: TABLE NOTES:
Miaml-0ade Product Control
• • 11 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000" )--
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
flGURE 3: 3)MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,00D" 1111 t 11 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. 126" e�.��pNY LYNNMi
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1,ICEN,S•• C
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED C~•'• F••'•
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125"
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 2"X.125"MULLION No.58705
LEAST.125"THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND *'
• THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. '0 �" -
y
5 �' W:
ONAL``E��G�`.
A.LVtGN MII i FR,P.E.
FL P.E.#58705
TABLE 2A
Mullion Capacity Table slRD ANCHOR CAPACITY
Opening Nfldth(forver9caly-spanning millions)or Opening Height(for h5dzomagy,9parMng mdllcm) ADJUSTMENT FORMULA:
soln 60in 701n so in eoIn 100N 120hl 1101n 1601. ANCHOR CAP F
Rettantular TfaprrdGIV Redangular Trwinang. Redmglllar TmpRdang. Redanguler Treprldarg. Rectmguia TreplTdeng. Reemrgaar Tmp/fdeng. Reatatpdar TfeP/T4ere. Recknguler TrepRderg. Rectangular 7MeplTtlang �)X(MULLION CAP.
1 x 2 x.378 Lnedin9 LoamM Lcadirg Lowing Lnadkg Lwd19 Loading Loading Loadtg Loedre Leading Loadng Loading toad19 Loe4lry L®Arg Lnading Lcagrg ox,
Alum.Tuba ,� _ _ _ �• _ r r ;Ra•. r r r gri_ _ r r_ _ _ _ �• _ -ANCHOR CAP._
� Mullion �
a #� 1 � � a i @ 8 � X s� dF �� USETHISFORMULATOOBTAIN is Q lL
d THE.ANCHOR CAPACITY tq ro p
REQUIRED"CORRESPONDING ZO
0
42in 170.0 620 1700 435 151.3 662 170.0 478 1207 662 170.0 906 11&6 SIM 169.6 518 100.9 662 1130.9 617 908 1182 1811.9 517 75.7 682 168.9 517 84.9 662 Iwo 617 s&7 6B2 169.9 617 TO AN ACTUAL PRESSURE zi g:
48In 121.6 507 130.0 419 101.4 MY 119.2 410 .ea9 507 108.7 403 78.0 Wr 1026 399 87.6 507 99.6 397 606 507 99.0 396 BOX WY 99.0 398 43.4 S07 99.0 398 38.0 607 09.0 39N REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER 7 =
50.6251n 103.7 458 114.6 379 88.4 458 99.9 371 74.1 456 90.5 384 64.8 459 84.6 380 57.6 4W 81.3 367 51.8 459 80.0 358 43.2 458 80.0 350 37.0 4S8 8a0 358 324 466 80.0. 356 THAN THE MULLION CAPACITY g Z
54 In 85.4 400 93.3 336 71.2 40D 80.0 328 61.0 40D 727 322 6&4 400 67.3 318 47.5 400 64.0 315 421 4M S23 314 35.6 400 81.8 313 30.5 400 61.8 313 28.7 400 01.8 313 (FROM THE TABLE)OF THE W o Q
p 60hr 62.3 324 ORD 278 61.9 324 57.5 '270 44.6 324 51.2 264 38.9 324 4" 2M 34.6 324 43.9 257 31.1 324 42.0 255 28.0 324 40.5 253 22.2 324 405 2S3 115 324 40.6 253 SELECTED MULLION.ITWILL m �
YIELD A MINIMUM'ANCHOR rn
63In $3.8 294 57.4 252 44.8 294 40.2 246 3&4 294 43.6 241 33.6 294 39.8 237 29.9 294 37.1 234 26,9 294 312 232 224 204 33.6 230 19.2 294 33A 230 16.8 2D4 MA 230 CAPACITY WHICH MAY BE g Z
68 of 46.8 260 49.6 230 39.0 253 424 225 33.4 268 37.3 221 29.2 268 34.1 218 20D 268 31.6 215 23.4 258 29.0 212 19.5 2M 28.0 210 10.7 268 27.7 209 14.8 2M 27.7 209 USED TO QUALIFY ADDITIONAL 5 W' Q
ANCHOR OPTIONS FROM THE Z W
72N 36.0 275 37.9 1B8 30.0 275 322 191 257 275 284 168 ?26 Tf 256 185 240 225 23.5 192 19.0 225 221 180 1S0 225 20.3 177 129 725 19.6 178 11.3 225 18.6 176 $ yO
ANCHORCAPACITYTABL.E LU g
76 M 30.8 Zap 32.0 111 215 2D2 27.2 173 21.9 202 239 170 19.2 2M 21.5 167 17.0 202 19-7 165 1&3 202 18.4 163 128 202 16.7 ISO 10.9 202 15.8 1S8 9.6 202 15.6 158 7 D.
70 In 28.3 192 29.0 1S9 23.8 192 231 165 20.2 192 220 1. 111 1- 19.7 1- 1.7 192 18.1 167 142 192 16.8 155 11.8 192 15.2 152 10,1 112 14A Ito 0.0 192 14.2 160 Q -t � O
go In 105 144 19.0 128 Is. 144_ 18.1 126to
WIn 15.2 127 15.6 113 Z$N Q1 .
� M� d0 O
ABLE 2B X
subsbate: 27k CoMrte 3k Cmante &5k Cmc. Hdiw CMU FNML CMU PTW0o0 MNaI N W fn
Anchor Alrcnaly 3/16'810 1/4•Elco 3'16.OCWaO 1/d•OeWaR 5H6'Eko 9/16'Elco 1/d•Eko 916'DeWaR 01-414'.
CMUtalCapsclly NOacm utimm UrO=on- UiOamm ul ram wracm ultmcon Unf ai+ ams AMMG3tor Uoram AgWeGatm Saw(65)SCM(05) Stfar(MB ¢ rZ(Ibs) Es5ge0atanee(Iny 1' 24W r 2-177 r 2-1/Y' 1• Lilt 9.1/S r 21/7 r 2-1r2 r 217, 2-IIr 2• 3•V8' 2• 0.48' 0.54• 0.3wC• AI-W4• 13/d' 14C 1314• 13/4' 131r 13M 13/d' 2' 1-V4' 1.114' 1414' 1-1M 1-1/4' 11/4' 141r 1-7ld• 1-1/4' 2' 1318' I-W 1111"2A.hm®4.75'MIn,O.C.ISti ndad or016el CIO(Fig.1): 390 M 39D Eli 450 be MO 9a 310(to San Its 2201m 9701ts 1644 Ile 2701ts 20D Ica 3541ts 740 b3 2301m 3701bs 6W Me $74 Ns 9d 115 945 Its 341 N5 442M 560 M -4AndtMQI.18MIR QC./SlaWare(R ONeQ CIIp(FIg.2): 480M 700M NIA WA 320M 12®M. 3m Ra NIA NIA NIA 39DM NIA WA NIA 740M NIA NIA NIA N/A 6B2M 685M 11201hePRODUCT REVISED
4Alchefs®3'MhO.C.f(I)9BAngkOlp9/(Fig,�: 780 M 7®M 680 M 16m M 67D Ns 12®IRS dd01t6 1740 Ns 1896M 6401m 660 Ns N!A 760 Ds 4601D9 7dO M 1160 M 74B bs BBD b 1B921R1 662 M Bay M 11201Rf ae Cempylag whh the Florida
2 Anmoe Q CAW Mtn 0.0,/U•OO,Inia.127 A9m.T1g.d): WA WA NIA WA NIA WA WA NIANIA NIA NIA NIA WA NIA WA MIA NIA NIA NIA WA NIA 715Its Building Code
1 Aftherf FCUp O-Ta 6): 18SM 1B5M 2261M 445M 156M 9156s 110M 4351m @2ga 1351te 140M 1771t8 370 Ds 1191m t85M 290M 1B7 Ds 392M 473 insIWMI221M 26D Ns NOA-No. 20-0406.03
2 Anthers R 1.15•Min QCI FCIO(Fig.6): 240Its 350I0s NIA WA 160 Ns SM Is, 185 Me N/A NIA NIA 1901M NIA WA NIA 370 M A N/A WA NIA NIA 341 M 442 M 5®Ns
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Explratl.n Date 05/26/2026
By 0i
Miarnl-0a le Product Control
FIGURE 1: FIGURE 2: TABLE NOTES:
1 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --{ 1.000' �••-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE 3:
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `114 t 1 I 1 t I l 11/7
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2•0ff
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L
41' •'�1C.' .
4)ANGLE CLIP MUST BE USED IN PAIRS.
SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
3715"
} CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED No.58705
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" _
• IrTI--'1'�® THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X T X.375'MULLION -_ _LEAST.126'THICIC AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND %SA THEMATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-6S.S.OR410S.S. :,n'•. OF
G�
0NAL
A.LYNN MILLER,P.E.
FL P.E.#5870.5
TABLE 3A
Mullion Capacity Table pbeAtl
ANCHOR CAPACITY
Opening Width(for ver5®(ty-spenrilg Intilflors)or Opening Height(for ticlowntany-sparring tmpliorn) ADJUSTMENT FORMULA- yyyte��j F
60In W in 70In Win W In 100 in 120 in 140111 160 in f ANCHOR CAP.__%
IIt2.75x Recten0ulu Treprfdeng. ttec1e00ufar T.WTieng. Rectmwf r TWM-v._ Rectmgdar Tnp/Tdwg. Rectnn➢War Tn{Vafang. Reclen9dm TnpllMang. f7eclan➢ma 71apl0faq. Rectengder Tnp/itleng, Redat➢uler hep/ldmy ( _)X MULLION CAP
.376AIturf. Laedn laadng L0edn9 Lending leading laedrg Lowing Iend'n0 Lending Wining lending LOedMg laedino laedin➢ Laedn➢ tendin➢ lending Loading oY w
Tube a •g '�,. 'u a,. o % �F 4 -f •� 2' =ANCHOR CAP._ ¢ .
Mullion a 3Y g §1 �� s � a II N
a.
6 ag XEyp 5 b yh USE THIS FORMULA TO OBTAIN 1d a p uj
�� a19
THE ANCHOR CAPACITY (A Rn
2? REQUIRED'CORRESPONDING Z
421n 170.0 1D0 170.0 435 170.0 744 170.0 478 170.0 880 1740 5W 170.0 B92 170.0 s1B 170.0 1116 170.0 MI 170.0 1240 170.0 521 148.7 1301 1TO.0 MI 127.5 1301. 170.0 521 111.8 1301 1To.0 •621 TO AN ACTUAL PRESSURE
48In 170.0 708 170.0 624 170.0 55b 170.0 584 170.0 992 170.0 630 170.0 1133 1T0.0 85, 151.8 1139 170.0 6'17 138.6 1139 170.0 650 1119 1139 170.0 680 17.0 1139 171.1 B1D a5A 1139 1ra0 6a0 REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER p U
50.629 In 170.0 747 170.0 5W 170.0 89S 170.0 631 167.6 1032 1740 634 140.8 1M2 170.0 723 130.5 1032 170.0 747 H7.4 1032 170.0 756 979 tO32 170.0 756 339 1032 170.0 759 73.4 1032 t70.0 758 THAN THE MUWON CAPACITY Z
541n 170.0 797 170.0 512 161.3 907 170.0 681 1342 907 154.7 730 t20.B 907 1526 720 101.6 907 146.0 714 86.8 go 141.1 710 60.8 B07 140.0 709 69.1 907 1{0.0 709 60.5 907 f10.0 Toe (FROM THE TABLE)OF W O Q
SELECTED MULLION.IT WILL m cn }�
60In 141.1 739 151.5 02S H7.6 735 130.3 811 100.8 735 116.0 599 89.2 735 IM2 6W 7 4 736 89.5 583 70.5 M5 95.1 378 58.8 735 91.8 574 50.4 735 01.8 574 44.1 735 91.8 514 YIELD A MINIMUM ANCHOR W
03In 1212 688 130.E 570 1019 GN 111.5 557 67.o Me 939 547 702 SW 90.1 630 $7.7 680 839 531 609 885 7.9.8 SM 046 669 75.8 521 43.5 69a 752 W 38.1 658 75.6 521 CAPACITY WHICH MAY BE g CO Z
USED TO QUALIFY ADDITIONAL U p
56 In 108.0 007 112.4 B22 83.3 607 98.1 51t 75.7 507 MO WI 68.2 607 77.1 493 58.9 867 7" 480 53.0 987 67.0 481 44.2 =7 03.4 476 37.9 W7 627 474 33.1 W7 62.7 474 W �•
ANCHOR OPTIONS FROM THE Z Lu W
721n 81.8 510 85.8 449 88.0 510 73A IM S43 10 61.3 428 51.0 510 57.8 41B 45.4 510 53.3 413 40.0 510 50.0 109 74.0 510 /5.9 102 292 510 44.4 SBB 25,5 510 14.3 398 ANCHOR CAPACITY TABLE. to no
.a 781n 89.4 458 725 400 67.8 458 01.7 792 48.8 45e 54.1 385 43.4 455 448 370 38.8 458 44.e 373 34.7 458 H.6 360 2A9 458 37.7 382 D{.0 458 38.0 358 21.7 458 35.7 388 j J dia
g 781n 642 435 67.0 381 53.5 435 58.9 '373 45.9 433 49.8 363 40.1 435 44.7 3W 35.7 435 409 355 321 435 38.1 351 26.5 435 34A 344 7L9 435 318 341 20.1 435 322 340
~ M Q m tD
W h 41.6 327 43.1 ZW 34.0 3Z7 344 2B5 28.9 327 31.8 7W 28.1 327 28.3 275 Z32 327 25.7 271 20.9 Sxl 23.7 2W 17.{ 327 21.0 282 149 327 18.9 258 r
N
98In 34.4 261 35A 257 28.7 287 29.9 252 24.6 201 29.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14A 257 15.9 232 c000
in� �oo C
1081. 242 227 24.7 205 202 227 20.5 201 17.3- 227 16.0 196 141 18.0 185 U)
1111n 223 215 227 18/ 18.8 215 19.1 191 15.9 215 18.8 188 Lu h Y Y
` 1201n 179 f& 17.8 167 t-
B E3B gI �go-
SLUtrate: 27k Caren(. 3k Cancrea 3.5k Conc. H05oa cmu Filed CMU Pr Wand Metal
Anchor 3116'Eto 1/4'F100 3115'Deft 1/4'DeWe3 5116'EW 31le'EW 1/4'Eko TIW DeWen 1/4'DeWelt 1/4'SS Soo ISM-Elro 1/P 88 Efeo 9108teel Willed 012 Steel
` Capacity Armtmriyps' IBtneon (9bacon Ulreeam Ulne4m tAUaean Ntra49n Utmcon Unrawm lAtnaom AggreOmdr uttrabbn AWeGatar Sam fica (G5) Sinew(G5) �
Dlctance onT V 2.1Ir V 2-lr2' r 2.11r r 2-112 3-Iff r 2-11z T 2-112• r 2.1/r T 2-11T r 3.119' r 0.48' GAr 0.3w PRODUCT n withREV the
Iroa) an eemp ingg with tha Florida
Eobeenat On 1�!{' 13r4' 131Y 1�14' 13r4' 1314' 7J/4• 1.3.4' r 1-1/4' 1-1I4• 411P 1.1l4' 1-1/4• 1-1/4' 1-1/C 1.114' 1.1N' 1-1N' 7 1.VB` 1-3/8' vents Bullding ode
2Anchun®4.7W Min.O.C./Sterldmda05eet C9p(FIg.Jr. 3901bs 3901trs 45010e 8WIIs 310 We WOO 220 Tee 870 Its 1641 W8 2701be 2801bs 354M 740 Its 2300e 3701bs 320ro 6500e 374 Its w4@e 948 We 3418e 442118 5130 ee NOA-No. 20A406.03
4 And-91.16-Min.O.C./Sto den!I.Gbet)Cep(Fig.2): 480 Abe 7001be WA WA 320 Me 12M 11. 370 ilia WA WA WA 38D Ox WA WA WA 74016e WA WA WA WA WA 682IIN 8850te 1120 0e Expiratlon Date 05/26/2026
4 Arden 0 7 Min,O.C.I M 2,5 Angle Caps I(Fig.37• 7W @s 7W Ih 60 ne 15W M 620 @e 126D na 440 U. 1740 ft 106Ida 5401bs 5W lee WA 7W ha 480I1a 7411 Poe 6401bs 11 W Ibs 748 b 830 Ifa 189E Abe wits sad ns 112.01dv
2AMhmQOAS-Na O.C./UOA Ita.12SAlm(Fig.4): WA WA NIA WA WA WA WA WA WA WA WA WA WA NIA NIA WA WA WA WA WA WA WA 7150e By
lA.h.IF-Wp(FIg.5):I 195IIe 105 Ro 225 ae 445Ib 166 We 315 Me 110Ibs 4350e 822Ibe 135 R. 140@s 1nlie 370 fen 1151. 705 me 1W Ibe 290 ee 4872. 3321bs 4TJ Ihr 170m 221 Abe 2801be Miami-Dade Product Control
2Ancnwe 01.15 Mln O.Gf Fdip(Flg.ep 2401ba 35D lag NIA WA 1 W Ib8 83D Ns 7851be WA WA WA i W Ind WA WA N!A 37016e WA WA WA WA WA 34/to /421h4 6W Rr
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE S F NDARO CLIP.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: TABLE NOTES:
• • • • -'•j 1.000' f--
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 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 `��� pN•,,...,
` �� •VICENS z
3)MULLION AND MULLION CUPS SHOWN ARE NOT 70 SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750" �
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Z No.58705
_ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - ;•//J� *=
ANGLE CLIP MUST BE USED IN PAIRS. -4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED -'0
FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C.90.WOOD SHALL BE PRESSURE-TREATED 375" ��
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125" -T i�.p••., FIAT�E (V
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT r ��C�s ••.�ORtDP,.•'•
UEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SMALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND
1•X2.75"X.375•MUWON i/,sZO'•••••
THE MATERIAL A10&7l12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. lI NAL.
A.LYN I�LER,P.E.
FL P.E.458705
TABLE 4A
Mullion Capacity Table all!
Opening Width(forwrlilaAyWamhgrnL lons)orOpenln Height rhorizdde ANCHOR CAPACITY
B IB (10 ly-Bptlnnllg mtBiolls) ADJUSTMENT FORMULA: �� o
F
501n BON role Go in 80In 100tn 120N 1401n 180N ANCHOR CAP.,,,,,,�
Reclargder TtL...:rp. Reclargder Tmp/Tdan9• Rectalgular Trap?dmg• Rectangder Tm4JiMan9• RadxWlm Tral%M-B. Feetenadar TmpROarg. Reatengder Tmp178ang. Redangder TraplfM'g. Racterigder 71131 fang. (DP,,,)X(MULLION CAP.,,a„e,�
1 x2.76x leading lradn9 Loadna Loading Loading Loadng Loadng Loarhl9 Leeft Lear,
Lowing Loe3rg Leadlrg Londng Loadng Leading Loadlrg LeadnO oyr" w A50 Alum.
Tube s _ •s z D L le a• ,a ?' '^ a a a n L• z a r x ?• 2e r 2, ,a p Z• a _D_ a b =ANCHOR CAP.
z .. a
Mullion Ra - g�, �, g �.� X�• $ �.� g ��, �� g�, USE THIS FORMULA TO OBTAIN a ❑ LLl
oil
u u u ti u O u O u O u u u u u uv u u u
^ }g1•@� rgq g ga a is a THE ANCHOR CAPACITY fn m lL
d`oe �_. ¢ $ drc s d�a 80. av � drc f1 ¢ �. d` o �rc 21 d` �_. >:� 2 soe d s� dKa� s REQUIRED'CORRESPONDING Z
TO AN ACTUAL PRESSURE 0 Of
12N 170.0 820 1ro.o 135 iro.0 744 tro.D Iro 170.0 eee 170.0 508 iro.0 e92 iro.D 519 170.0 1118 170.0 $21 iro.0 1240 17MO 521 170.0 1488 1T0.0 52t 155.7 16M IM.0 521 13ae IBM 170.0 521 REQUIREMENT FOR THE J 0
48 in 170.0 708 170.0 524 170.0 650 170.0 SIX 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 68D 141.7 it17 170.0 BBO 121.5 1417 170.0 680 tOfl3 1417 1ro.0 Bea OPENING,WHEN IT IS LOWER 7 0
50.@51n 170,0 747 170.0 583 170.0 e96 1ro.0 &TI 1To,0 10/6 170,0 6'44 1ro.0 1195 170.0 723 16Z6 1288 170.0 7/7 146.3 12DB 170.0 T58 t21.8 1288 770.0 750 101.5 f2Be iro.0 Ise 91.4 12e6 1ro.0 75e THAN THE MULLION CAPACITY g Z
(FROM THE TABLE)OF THE W O Q
54h 170.0 ro7 170.0 412 170.0 BSD 1ro.0 691 1ro.0 1115 170.0 754 150.7 1730 1ro.0 803 1139 1130 170.0 837 120.8 1130 1ro.0 65B 100.5 1130 170.0 aet W.1 1130 iro.0 Bel 75.3 1130 1ro.0 fief LD O
SELECTED MULLION.IT WILL
BON 170.0 6B5 1T0.0 701 148.5 916 1623 751 125.5 916 144.5 746 109.9 915 1323 73S 07.6 915 123.9 726 87.9 915 II&S 7M T32 915 114.4 715 028 915 114.4 715 64.0 915 114A 718 YIELD A MINIMUM ANCHOR W
63 in 151.6 830 181.9 710 128.5 630 138.0 894 108.5 830 1232 681 94.9 Ma 1.1Z2 BN 84.4 830 104.6 662 75.9 630 99.4 60 63.3 530 94.5 649 542 830 94.1 049 47.4 e30 84.1 819 CAPACITY WHICH MAY BE Z
USEDTO QUALIFY ADDITIONAL ❑ W �, ❑
68in 132.1 757 140.0 850 110.0 757 110.8 836 94.3 r.757 105.9 024 82.5 757 05.1 614 73.4 757 09.1 608 59.0 757 842 600 55.0 757 79.0 593 47.2 757 78.2 691 41.3 757 782 591 ANCHOR OPTIONS FROM THE ? W
ANCHOR CAPACITY TABLE. coo
j 72h 101.7 838 196,E 552 84.8 838 01.0 540 72.7 S36 60.1 53D 63.6 SM 722 521 55.5 036 88.5 514 60.9 am S2.3 508 42.4 638 572 500 38.3 OW 55.3 497 31.5 SW 65.2 497 _ J �❑
g 76 in 88.5 571 90.4 408 7Z1 571 78.8 408 'err 71 67.4 479 54.1 571 60.6 471 4fl0 571 5S.6 464 432 571 -51.8 459 36.0 571 47.0 451 30.9 571 448 447 Z7.0 671 44.5 M8 J -i o $
a o
74N 80.0 542 83A 474 68.7 $42 70.8 40S WA 541 621 456 50.0 542 55.7 449 "A S42 51.0 442 4D.0 542 47.5 437 33.3 S42 0-9 429 2S.6 542 40.0 425 2S0 542 40.1 423 1--
zz ¢ N 80 h 521 407 St.7 381 43.4 407 45.4 355 37.2 407 38.8 349 325 407 35.3 343 2fl8 407 321 338 28,0 407 20.8 334 21.7 407 �.1 327 1e,e 407 24.1 322 18.3 407 23.0 319 W
96 h 42.9 358 44.1 320 36.8 358 37.2 311 30.7 358 32A 309 26.6 358 26.8 304 23.8 358 28A 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 358 1B2 284 ❑ X
1081n 30.1 283 30.8 255 25.1 283 25.0 251 21.5 283 225 247 1fle 283 19.9 244 1D.7 253 te.0 210 15.1 263 1fl5 237 10 m
III In 27.8 287 Z8.3 242 23.1 287 23.8 238 19.8 257 20.6 235 17.3 287 18.3 231 16.4 207 18S 228 N
120In 2Z0 7IB 2L3 I9B 16.3 TLB 18A 205 15.7 22B 18.2 202 V X Q 3
dI
(A f�
TABLE 4B gO s 0
Subabete: 27k Concrete 3k Concrete 3,9t free, Wflaw CMU Filled CMU Pr Wood Metal aADChOr 3116'Eleo 7/4•Elco 3'18'Dewed 114•De1N It 8/18•Elea 3M6'Elan 1/4'Elea 3116'D61NA 1/4-OaWeR 1/4-SS Eloo BIW Elan 1/4'SS Elco 010 Steel 012 Sleet #12 0�
Capacity Anther Type. Uean. UDacon Ueraco" 1111-an. 118mcan Utmcon Uft c Ulracm+ UBrac- AggmGelar Upecon Agpe(lalar $crew(OS)Sew(G5) Sam(Ci5)
PRODUCT REVISED
(Ibe) Edge deleme Q. 1' 2-1/Y 1' 2-1l2• r 2-1/2' 1' 2-12 3.1A7' 1' 2-7/2' 1' 2-7? 1' 2-1? 1' 2-1/2 2' 3118' Z' 0.48' 0.54' 0.324' as complying with the Florida
EmbedreM pn7 1314' 1314' 13w 1.314' 1,I4• ta/4• 1.3/4• 1.V4' 2• 1.114- 1.114- 1-1/4• 1.1/4' 1-114'• 1-11T 14I4' 1-Ile 1-114• 1.114- 2• 13g' 1.318' lase& Building Code
2 Anehea®4.75•Min.O.C./Stardom or O6eet Olp(Fig.1): 390 @e 39D bs K..A
r..A
HIS 310 Me 630 Iba 220!be 870 lb. 16"lb. 2M 6a 280 Os 359 loa 74D Us 2W lbs 370IM 920 9a 6801bs 974loa 654 OM B461bs 341 a s 442111. 5w bs NOA-No. 20-04 06.03
4 Amhara®1.15 Mla O.C./Standard(ar00eet)Olp(Fig.a 4801bs 70D lbsA 3M ft .1260lbe 310 lb. WA WA WA 380 m WA WA WA 740 bs wa N/A WA WA WA 6620a 885 1720 bs Expiration Date 05/26/2026
4 Anchor&@ 3•Mh.O.G 1(2)2t5Ande OF./(Fig.3): 7801be 78D fie D 0e 620Ibs 126D lbs 440 Ile 1740 lbs 18961oe 540IA 560 Ibs WA 78D Ibs 4601bs 740Ibs 64011A 1160 Me 748 ft 88D Be 1892 too 682 ms 1120-
2Anchora®0.45'Mln O.C.1 UClip,Imo.IW Altsrt(Fig.{ WA WA A WA WA N/A WA WA WA WA WA WA NIA WA WA N/A WA WA WA WA 7161bs By
1 A.W1 F-Mp(Fla.S} 1951bs 19505 Its
W. 156@a 3151hs 1101bs 4351bc 6220r9 135 be 140 gM IT7 lb9 370 On 116 ft 185lbs 16065 290 m9 1471bs 332 as "aft 170 gn 221 to$ MOM Mlaml-Dade Product Control
2AMMON;44 1.19'Min.O.CI F•Oip(Fig.4 240lbs 350 Rx 1801hs S1011B 1B5Ibe WA 'WA WA 190 bs WA � WA NIA 3ro the WA NIA WA WA WA 341 b& 442 P. 6B0lb. -
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:
1.000" I---
� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3: \��` NY Ly/v
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE.SHEETS 21-23. 9.750"
• • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��,,• �LGENgF'•,`�F��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q':• •,�j
�- No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED aiT
1k=
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �.
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" �D;
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT %O AT O
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75"X.650•MULLION i�(t` '•,;eLOR1DP,.•' \C��l
THE MATERIAL.910 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. i S .... G
��'4S�ONAL
A.Ll('NtCM81 ,P.E.
FL P.E.#58705
TABLE 5A
MuOion Capacity Table @ef e
Opening Width(for VarOoa"parrirg mlillons)or Opening Height(for hadmonta9ysperrilg minions) ANCHOR CAPACITY o
50 In60 in 70111 so N 901n 100 in 120 In 1101n 1801n ADJUSTMENT FORMULA: F
RecanBular TrepRtlanO, Fiactmguler Tmprtdang. Rectangular 7ropminng. RecNrlBder TmpRdeng. Rdctmgpier TraprilllarS Reolargder hapT6any Realengula TmpTdag: Rectangular TreWTeml0. Rxlalgular TropMen (DP")X ANCHOR CAP.,®„ %l �+,•
1"x 3.126"x Loafing Load 9 Loading Loedrg Imedbg Loodng Imedng Loed4g lmsdrrg Loodng Lancing Loafing Loadh7g loadtrg Loadrg LaarElg loading lmedng /
.500"Alum a a --
Tube 27 2+ z+ :t• a a a a a 2: a a x r 2> 2^ a" z• a a r n a MULLION CAP.,,"..... �Y
a z.. .. z a.. a a,. z.. m a.. a a.. A a a a a.. a a
Mug $ $^ gg £ =ANCHOR CAP.,m
it r7 Ian
u� a• �� b1 5 �ff 7�II §� 1� UggS9 U USE THIS FORMULA TOO BTAIN ° a
z d g€, d` THE"ANCHORCAPACITY Z �
REQUIRED"CORRESPONDING O W
421n 170.0 629 170.0 435 170.0 744 17o.o 476 t7o.o om 170.0 We 170.0 te76 170.0 519 170.0 1116 170A 521 17o.0 124o 170,o 521 170.0 1458 17D.0 521 170,11 I= Me 521 164.4 '19M 170.0 521 TO AN ACTUAL PRESSURE J O
481n 170.0 703 170.11 524 170,0 B50 170.0 584 170.0 992 170.0 63D 170.0 1133 170.0 681 170.0 1275 170.0 6TI 17D.D 1417 170.0 M157.7 15" 17D.D 630 135.1 1577 170.0 ego 1182 15n 17D.0 68D REQUIREMENT FOR THE _
OPENING WHEN IT IS LOWER U
so.ersm 170.0 747 170.o Sea 17o.o e9e 170.0 e31 170.0 1ae 170.0o.o 6e4 170.0 ttes 170.0 ra t7a.0 1315 170.0 747 17D.0 1494 170.0 756 141.7 14D5 no.D 756 121.5 1495 17D.o 756 IoO.s 1495 170.0 756 , o Z
THAN THE MULLION CAPACITY W o
S41n 170.0 797 170,0 612 17OA VA 170.0 691 170.0 life 170.0 754 170A 1275 170.0 BD3 160.1 1401 170A d11 149.5 140I 170.D 866 124.6 14a1 170.0 Bet 105.E 1401 17MD W 934 1401 170.0 eel (FROM THE TABLE)OF THE m c3
60H 170.0 665 170.0 70f 1T0.0 1083 170.0 787 158.5 1196 170.0 678 139.7 1158 167.0 926 123.3 1158 INN 517 711.0 1166 f49.7 B10 BLB 1158 1145 903 78.3 1156 1NS g03 89.{ 1156 1/4b o03 SELECTED MULLION.IT WILL � t
631. 170.0 930 170.0 745 159.8 tD{B 170.0 BM177A 1019 155,5 660 719.6 104E 141.7 M10B.5 1019 1320 8311 BSs 1fN9 125.5 az8 78.9 101E 118.3 020 86.5 1D49 116.9 B1B 59.8 1049 116,8 B19 YIELD A MINIMUM ANCHOR ZCAPACITY WHICH MAY BE
cBB In lee la gm 170.0 189 13B.0 955 151.3 801 119.1 955 133.7 788 1042 965 121,4 775 928 90 1126 785 53.4 MS 105.4 767 09.5 055 0.8 740 69.6 B55 B0.7 748 521 M 08.7 746 USED TO QUALIFYADDITIONAL Z W i .WO
e ANCHOR OPTIONS FROM THE d
= 721n 178.5 e03 134.9 897 107.0 B03 114.9 B82 91.6 803 101.7 WD 80.3 B03 912 659 71.4 BO3 93.9 fi49 842 807 7E6 642 53.5 803 722 632 45.9 803 89.8 BZB 40.1 801 89.7 627 ANCHOR CAPACITY TABLE. J J
7614 tOB2 727 114.1 629 01.0 721 97.0 678 76.0 721 85.1 tIf)fi 68.3 721 78.5 595 60.7 721 70.1 688 54.0 721 65A 578 45.5 721 59.4 589 39.0 721 58.8 564 34,1 721 58.1 583 Q 7
781n 101.0 ON 105.4 599 84.2 OU 89.4 587 722 684 78.4 576 831 OU 70.4 567 56.1 684 64A 5N 50,5 884 59.9 551 42.1 084 54.1 641 38,1 684 51.3 538 31.6 684 50.6 534 F- Q
MIn 05.8 614 07.8 158 64.8 514 57.3 /48 47.0 514 50.0 140 41.1 514 44.8 433 30.5 514 40.5 427 320 614 37.3 421 27.4 614 33.0 412 23,5 514 30.4 406 20.6 514 29,0 403 < un Z
go in 542 452 55.7 404 45.2 462 47.0 368 35.7 452 40.0 390 33.9 452 36.4 384 30.1 452 32.9 378 27.1 452 303 373 22.8 4S2 2B.6 305[19.4 452 242 359 Ia.8 452 22.9 355 0X y �o108h1 36.1 357 38.9 322 31.7 357 327 317 27.2 357 28A 312 23.8 357 252 '308 21.1 357 22.7 303 I9.0 357 2D.8 209 15.9 357 18.0 2B3 357 10.2 287 Its 157 15.0 263 LuII 1n 35.1 338 35.8 308 292 338 30.1 301 26.0 338 28"1 298 21.9 MS 23,1 292 19.5 3M 20.8 258 17.5 335 19.0 284 14A 338 10.5 278 338 14.8 273 11.0 33B 13.8 2B9 M
122772B2 2B3 Z3.1 769 23A 259 Io.S 289 20.5 25e 17.3 289 1&1 252 15.4 28B 163 248 13.D 289 14.8 248 11.8 289 S.8 210 ZBB 1/.4 236 B] 269 10.4 232 U X Q O 0
Q Z
TABLE 5B It
go-
Subsbm.: 2Jk Concrete 3k Concrete '3.5k Cores. H 1m CMU FlBed CMU PT Wand Mele1 888
Anchor 311T Elm 114'Elm 311 V MW. 114'D.W8B 5116"Elm 3/16"Elco 1w ere 3H6"MAIA 114"NVftlt tl4--5.18'Elm I/4"SS Mo 010 Sleal 612 Blael el?8fee1
Capacity Anefnrlyi>e: Ilnreaarl Ullmann UBmwM Ultmcom Illb m Ubecon Ulr4aon unrac umamo AgWeGmor uWcon AggmGator Scra+e(G51 Sareq(G5) S.-(C� PRODUCT REVISED
as complying with th0 Florida
(@E) Edge(tlemrre 0nk 1' 2-1I2' 1' 2-i12 1' 2-17 1' 2.12 31/e' 7' 2-1? 1' 2-11r 1' 2-7/2' 1' 2•112' 2' 3116' 70.48" 0.54" 0.32d' Building Code
Embedment Qnk 13I4' 1314" 1-3/4- I V4" 1w4' 1314" 13/4' 1.314' T 1-114' 1414' 1-114' 1.1/4' 1.114" 1-1/4- 1_114" 1.1/P 1.11C 1-v'r 2' 13/a- I3.8' series NOA-No. 20-0406.03
2 Armrom @ 4.76"Min.O.C,I SfandNd or Offset DlP(Flg-n 3W lbs 3M lbs 450 bs 690lbs 310IM 63D ft 220lbs 870 Its 1644lbs 2M lbs 2BO Itz 354lbs 74D bs 23D ft 370lbs 320 bs 500 be 374 Be 664 ft948lb. 341 na 4421W 5901bs Expiration Data 05/26/2026
4 Anchors®1-16"Mm-O.C/Stardard(a Met)aiip(Flg.n 4801ts 70D ftNIA WA 32DIbs 128D lbs 37016a WA WA WA 388 lb. WA WA NIA 7401bs WA NIA WA WA WA 682[Is BWft. 1120 ba
4 Anchom a 3-Min,04.1(2)2r5 Atille Qlps/(Flg.3): 780IM 7W ft 680 @s 1560 nx 620lbs 12M lbs 440lbs 1740 @s 1895Ibs 540 PA 6W lbs WA 765 Ba 45o bs 745 ft 64o bo imo IDa 745 Ba eB0 na 1892 be 662Ibe ms be 1120 be By
3Arwtmn W 0.45 Min D.C.I U-Cllp hto.12S Alum.(Rg-47 WA WA NIA WA WA WA NIA WA WA WA WA WA WA N/A WA WA NIA WA WA N/A WA NIA 70731bs Mlaml-Dade Product Control
1 Armhorl F-CaP(Rq.67 1951M 195 Ns 2250a 445 ft lWlbs 3151Cn 1101bs 4351Fe B721M 1361bs 1401me 1771Ds 370 bs 1181as 1831� 1W Iba 2901ae 187 Ds 33216+ 47316s 170100 2211ba 2601hs
2Anclma 0 l.15'Mln.O.Q1 F-ap Ig.%. 240lbs 35D b3 WA WA 180Ibe 630 be 185lbs WA WA WA lo0 be WA WA NIA 37D @s NIA NIA WA WA NIA .1 ft 4421� 500 bs
NOTE:FOR THE OFFSET CLIP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
h1.000"-I
RGURE 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.
till ll!/
' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE � /
FIGURE 3: 3.125" ��� 6NY LYNN
3)MULLION AND MULLION CLIPS-SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. :� '��•'•UCENg
• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q�:• F '•e13
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ND.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCREfE•SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •5W
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' T VN-
aTHICK.STEELSTUDS TO BEAMINIMUM GRADE 33AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT I"X 3.125"X.5'MULLION �T•, FI T :
II II LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST3 SCREW THRFADS BEYOND (1'VF MULLION) �s •.,40RIOr�.
THE MATERIAL.010 ANCHORS INTO WOOD MAY BE STEEL,18A S.S..OR 410 S.S. ��/jS�ONAL ENG�\UU��LL��JJ A.LNN MIU36k,P.E.
FL P.E.#58705
TABLE 8A
Mul00n Capacity Table(Ibelllt) ANCHOR CAPACITY
Opening Ve7dth(forvoitca*spalNng mtlllofls)OrOpening Height(for IlDdmin a"Eiry ing indliofls) ADJUSTMENT FORMULA:
50 in 8o in 70In I 8o In 901. 100 In 120 h 140 in 1S0 N (ANCHOR CAP.-,- y�+1r
ItWongulm TmpfTdeng. Rectan9War Traplrilang. Rectangular Traplilhrg. Rectangdar TrayfOang Rectangular Tol"nag. wotengWar 7tep/Mang. Reetangal Tlap7fllang. Redangdar Tmp/illang. Ractengakr 14q/Olan9. (D P)X\MULLION C/1P,,,�„�,) •�1744i.726 Loafing Loadrg Loadhg Loafing Loadhg Loaning Loafing Loading laading Loadrg Lmdn9 Loedrg Loadhlg Icedng Loadn9 Loadhg Lnedng Imdng PZs
Alum.Tube .^ y� lba
MuNon a S S s�.- A' Ar Al .. ,- .-. QANCHORCAR_
USE THIS FORMULA TO
Ld
H $ @ a d.� 24 1 8 1 S 1 ! 3 THE"ANCHOR CAPACITY OBTAIN O �o k p F-
! 1,
REQUIRED"CORRESPONDING Z 8
42 h 170.0 620 170.0 435 170.0 7" 170.0 478 17010 SEE 170.0 509 170.0 9M 170.0 519 170.0 1116 170.01 521 170.0 1240 170.0 1 521 170.0 1486 170.0 521 145.8 1489 170.01 521 1127.6 1489 170.0 521 TO AN ACTUAL PRESSURE 0 Ce
REQUIREMENT FOR THE
46 h 170.0 708 170.0 524 170.0 850 170.0 584 1T0.0 BB2 170.0 8J0 170.0 113J 170.0 881 170.0 1278 170.0 677 168.3 1J0J 170.0 680 13D.3 1303 170.0 680 111.7 1303 170.0 am 97.7 13M 170.0 00 OPENING,WHEN IT IS LOWER -1 =
60.8251n 170.0 747 1
70.0 563 170.0 896 170.0 631 170.0 1046 170.0 084 170.0 119E 17(X0 723 158.1 1235 170.0 747 140.6 1235 17MO 756 11-1.1 1235 170.0 758 IDEA 123E 170.0 758 87.0 1235 170.0 766 THAN THE MULLION CAPACITY 2 A 0
64in 170.0 707 170.0 612 170.0 959 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 SM 1372 1158 170.0 037 123.E 1158 17MO ass lazy n66 no.o esf 082 lfse f7o.o a61 T/2 nae f7oo 861 (FROM THE TABLE)OFTHE LU o Q
SELECTED MULLION.ITWILL m m
GO In 170.0 685 170.0 701 168.7 1042 170.0 797 M2.9 1042 fef.t 832 125.1 1042 146.7 816 111.2 1042 138.E 001 100.0 1042 130.2 79f 03.4 ID42 125.1 782 71.5 1042 125.1 782 625 1042 125.1 7e2 YIELD A MINIMUM ANCHOR 40 j
03 h 170.0 gag 170.0 745 1512 992 183.6 818 129.8 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114A 758 75.0 022 IDEA 745 04.8 992 108.0 7" 56.7 992 1060 744 CAPACITY WHICH MAY BE Z
USED T
88 in 165.4 947 170.0 709 137.8 947 148.0 788 116.1 947 130.3 788 103.4 947 117.7 752 91.9 947 108.7 738 62.7 947 I022 727 60.0 947 95.1 713 59.1 947 04.0 111 51.7 947 94.0 711 ANCHOR QUALI OPTIONS FROM THE L Z CO
72h 136.9 049 1427 737 1132 849 121.E 722 97.0 049 100:9 708 04.9 849 96.4 898 75'5 849 88.7 686 07.9 049 627 On 56.6 649 75.3 659 46.6 849 726 652 426 849 72.4 691 ANCHOR CAPACITY TABLE. W 0
•5 78In 115.5 782 120.7 WE 96.3 762 1o26 652 625 782 93.0 640 722 762 80.9 629 642 762 742 620 57.9 762 692 613 49.1 762 62.8 SM 41.3 762 59.9 597 36.1 762 59.4 %5 J Q
f 76 in 1069 724 111A 634 89.0 724 94.6 021 76.3 724 82.9 609 68.8 724 74.4 599 50.4 724 68.1 591 53.4 724 83.4 583 44.5 724 57.3 573 38.2 724 54.3 567 J3.4 724 53.5 565 �
r O
-J " `1
90h 899 543 71.6 463 68.0 343 60.7 474 49.7 043 52.9 a6 43.6 643 47.1 458 38.8 643 428 152 34.6 593 363 ae 29.0 563 3/.9 138 24.8 5/3 321 430 21.7 5/3 30.7 126 z 7 a f0
Q r2 Z m (p
ee h 57.3 4T8 68.8 427 47.0 478 49.7 419 4p.B 4T0 432 tt2 75.E 478 36.5 408 31.8 476 34.0 400 28.7 476 320 395 23.9 478 20.1 385 20.5 478 25.6 380 17.9 470 242 376 I- O
bb g
108In 40.3 377 41.1 341 33.5 3T7 34.6 335 2a.6 377 3D.0 ME 25.2 3T7 26.6 325 22.4 377 24.0 321 20.1 3T7 220 317 18.8 37T 19.0 310 14.4 377 17:1 304
111 In J7.1 367 37.8 323 30.8 J57 31.6 316 26.E 357 27.8 313 2J.2 357 24.4 309 20.8 357 220 305 18.5 357 20.1 JO1 15.4 JS/ 17A 291 W 7 120tn 263 306 29.9 279 24.5 WS 25.1 274 21.0 308 21.7 270 18.3 300 192 297 10.3 3D6 17.3 263
fain 17.0 212 172 Ilia U X Q
TABLE BB z ko o
Suhehels: 27k Gbrx:refe 3k Concrete 3.5k Co.. Holkw CMU Fl9ed CMU f4•WooO Metal a Ikpe '
Capacity
Anchor Archm Typt. 3116'Eko 1/4•Eka 3118-DaWatt 1/4•DaWeO SI1B'Eleo 3N6'Elno 1/4'Eko Y76'De Walt 17P DeWell 1/4'SS Elon WE"Eko 1/4'68 So. 010 Stool 012 Steol 012 SIM
8 8�¢�
Capacity URracon Ult- Ultra o" Ulliaori. Nhaean Lnt.- Ullmcon Lnt_o_ UDmcom AggreGaln Ultmcon AggreWor Scmp(GS)Scm(G5) Sols4'(05) PRODUCT REVISED
(Ib8) Edge Dist-Qn7 1' 2-1? 1' 2.12' 1' 2.1/2 1• 2-1/T 31/8' i• 2-1? 1' 2-IM 1' 2-t/2 1• 2-117 2' 3-lAr 2 o.4g' a5r 0.3'M' as complying with the Florida
Embedmenift I-XV 1-314- 144' 1 1-&4' 11/4' 13/4' 1.314' 2- 1-114' t•1l4' 1-tf4' 1.1/4' 1-1f4' 1.1/4' 1-114' 1-1/4' 1-1/4' 1-114' 2' 1�/B' 73IB' W. Building Code
2 Amhos R 4.7E Mln.O.C./Stand•d or Olbet alp(Fig.16t1b. 3Ma 3M 9m 450 I6, 890lbt 310 no 630 Iba 220lbs 8701ba 1644lba 270 Ibs 280 lba 354 Ibs 740 ns 230 ba 370 ba 3201bt E80 P 374 Its 664 0s 9461ba 341 ft 442lbe 5w0s HOA-No' 20-0406.03
4 Anchals @ 22F Mgt O.C./Standard(or Chet)alp(Fig a 700 Pot 580 Ibs 1410lbt 6201bs 12MIbs 4201ba 1720 0s 952 U. WA 580 ba WA 830Iha 390l s 740 bs 510IM 10601bt WA EDO Ns WA 682 Ibs 8851ha 1120 b, Expiration Date 05126/2026
B Arklmm�,1.15 Mh QC./Starufald for OOset)CJIp(Flg s 14001bs WA WA 640 bs 2520 Ibs 7401be WA WA WA 760 Iba WA WA WA 1480 ba NIA WA WA WA WA 136316s 1770lb, 27A0 Ibs4Arsehara@3'Mlm O.C./(2)2x5Ar1yealp,/(Fig. t 7801bs MG Me 1560lbs 620 Rs 1280Im 440lb, 1740ba 18961ba 6-0lbs 500 ga WA 760 ba 400 be 740 is 640Ibs 11601ba 748 be EEO lba 1892 Ms 88255 885 Ms 1120 6n By
BA.h-a T Mh C.G/(2)2x6 Ange pips/(Flg a 117oibs f0201bs 23401bs 9301bs 18M ib, 6601bs 28loft26a lbs 810 Ibs 940 lbs WA 114016a 600I s 111011n 980Ibt 17401ba 11221ht 1320 Ms 28381bt 10221M 13271ba low 1bs Mlaml-Dade Product Control
4 Amhors @ 0.,W Min.O.C,f UClip,Ir4o.125'Alum.(Fig. WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA N/A WA WA WA WA WA 1430 0s
2 Anolxat®2.26'Mh O.CJ FCnp(Flg. s 35D R. 290 ba 705 Ne 910IM 030 IM 21016a SEE Its 478 Bs WA 280 tm WA 315 ba 195l s 37o is 255lba 630 Os WA 440%. NIA 341 ibs 442 MG 560 ba
4 Anchos®1.15'Mh O.C./F-CMp(Flo• 7001ha WA WA 3201be 12601M 370lbs WA WA WA 380 Ile WA WA WA 740 b9 NIA NIA WA WA WA 6821bs 88516a 1120Ibs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
1.D00" (--
TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.SEE
11111117/I
• • • • • • • • • • • • SHEETS 2-0 FOR GENERAL INSTALLATION METHODS.
IV LYNAI
• • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE. ��.•''�10ENgF•;��� i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES No.5870E
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW -
FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. _
• • • • jr
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 2-� •4ej
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .12 , :�'nn _ FAT OF 4'f/`
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•TS AND BE MINIMUM OF.125"THICK STEEL
ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. STUANDDS TO BE A A38. LLLA ANCHORS INTO METAL HA GRADE 33 LL EXTEND AT LEAST 9 SCREW THREADS BEYOND THE UCTURAL STEEL TO BE AT MATER AL#W 8K -T ��''s ONAL1111'E
#12 ANCHORS INTO WOOD MAY BE STEEL,1B8 S.S.OR 410 S.S. 1•X 4'X.12S A LYNN IWI wR."P.E.
MULLION FL P.E.#58705
TABLE 7A ®lit
Mullion Capacity Table(Ib91R�
ANCHOR CAPACITY
Opening Width(for venlcally-spenrIng mullons)br Opening Height(far hodmordaly-spenrtrg mWions) ADJUSTMENT FORMULA. �
W In M In 70In 1 M in 1 901n 100In 1201n 140 in - 1601n ANCHOR CAP.,e,-
Reebn9ular Tnprrd-g. Renlen9War 7mp7Rlen0• Rectangular Tr&"m& Rtttmguls Tre"ang. Reomnguar TmW7VkmM. ReclenlrLer TmIJTdmg. Reclen0oier hgJTAanB. Rectmgelar 7mp/MenB• Re4tanpdar TnpRrlen9. (��)X( )
Alum.Tube Loadng Loadbg LoednO Loading Lowing Loading Lowing L..S.0 Loadn9 Loading I.-Ing L.&M L-Ing Lee& Loadig Loadng Loadng LoednO MULLION
r r x r r r x x g x r a r x x x x x x x r x =ANCHORCAP.®
Uj
Mullion
THE ANCHOR GAPACITY ONDING yrc❑ F
REQUIRED"CORRESPONDING Z
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 666 170.0 506 170.0 992 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 52L 170.0 1483 170.0 521 170.0 1735 170.0 521 170.0 te53 170.0 621 TO AN ACTUAL PRESSURE
REQUIREMENT FOR THE O
48111 170.0 708 170.0 524 170.0 8W 170.0 554 '170.0 B92 170.0 630 170.0 1133 170.0 Ml 170.0 1275 170.0 677 170.0 1417 170.0 6W 170.0 1700 170.0 680 170.0 1993 170.0 M 151.E 2024 170.0 6W OPENING,WHEN IT IS LOWER 7 V
50.629In 170.0 747 170.0 563 170.0 696 170.D 631 170.0 f048 170.0 SM 170.0 INS 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 17B3 170.0 758 158.0 1919 170.0 750 138.5 1919 170.6 750 THAN THE MULLION CAPACITY 2 z
541n 170.0 797 170.0 612 170.0 958 170.6 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 14J4 170.0 B37 170.0 1594 170.0 8We IS&S 1799 170.0 M1 13-1.1 1790 170.0 861 120.0 1799 170.0 681 (FROM THE TABLE) THE m O Q
SELECTED MULLION.IT WILL m y
601n 170.0 885 170.0 Tot 170,0 1053 170.0 707 '170.0 1240 170.0 578 170.0 14V 170.0 944 U0.0 1594 170.0 096 155.5 1819 1T0,0 103J 129.E 1819 1T0.0 t087 1f1.0 1819 170.0 tOB3 87.2 1618 170.0 108J YIELDA MINIMUM ANCHOR f0 W
63 In 170.0 9W 170.0 745 170.0 1116 170.0 050 170.6 1302. 170.0 9W 170.0 1488 170.0 IMS 150.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 IW.5 1168 100,7 1542 167.9 1157 6a.1 1542 167.9 1157 CAPACITY WHICH MAY BE S` Z
681n 170.0 974 170.0 709 170.0 1169 170.0 9M 170.0 1354 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.5 114E 128.6 1472 156.E 1130 107.1 1472 147.0 11M 91.6 1472 148.0 1104 00.3 1472 146.0 I101 USED TO QUALIFY ADDITIONAL Z N= m W
' ANCHOR OPTIONS FROM THE U $$ O
J721n 170.D IC83 170.0 076 170.0 1275 170.0 IWO 150.8 1320 160.2 110t 132.0 1320 140.9 1082 117.3 1320 137.8 1066 105.6 1320 129.E 1049 88.0 1320 117.0 1024 75.4 1320 112.8 1013 66.0 1320 112.5 1012 ANCHOR CAPACITY TABLE j W i1 r•1
761n 170.0 1124 170,0 937 149,8 1184 159.4 1013 1282 7184 179.9 994 1122 1184 125.7 97e 99.7 1164 115.3 98{ 89.8 1184 107.9 952 74.E 1184 9T.6 6J5 84,1 /184 93.7 927 W.1 1181 9L3 925 Q J la
781. 166.1 1124 170.0 967 139A 1124 747.0 965 718.E 1124 HB.B .7 /03.fi 1124 115.E B31 92.3 1124 105.0 91B .3.0 1121 88.5 908, 892 1124 69.0 890 89.7 1124 81.3 681 9f9 1124 83.2 679 I-•'
In 108 814 1i15 790 90.1 814 91.3 738 77.2 844 82./ .124 87A 8/4 73.3 712 80.1 844 69.E 702 64.0 841 61.4 693 45.0 944 642 678 38.8 644 50.0 BM 318 914 47.7 662 Z Z
9fi In 99.1 742 91.6 963 742 742 'T7.2 652 63.6 742 07.2 641 55.7 742 69.6 8.11 49.5 742 54.1 6M 44.S 742 49.E 614 37.1 742 43.8 690 31.8 742 39.8 590 27.8 742 37.6 SW 65.0 x 742=542 Ibs y LO 1haO o
108In 62. M 67.9 930 52.1 9M 63.8 521 44.7 588 46.6 513 39.1 566 41.4 SM 34.8 SM 37.3 490 31.3 586 34.2 492 20J 598 29.6 481 223 666 25.6 472 1&5 588 24.7 468 89'� M o
111 bl 57.6 655 58.6 503 46.0 855 49.5 495 412 695 42.9 487 39.0 05 38.0 480 32.0 50 34.2 473 2&6 555 31.3 467 24.0 555 27.i 457 20.0 50 24.7 MB 19.0 555 274 442 LLI X-
1201n 48.8 475 46.4 433 J8.0 476 39.0 /28 32.8 {75 7&7 420 26.5 4TS 29.E 414 25.3 475 28.E 409 22.E 475 24.5 404 19.0 4T5 21.1 395 78.3 475 15.7 38T 14.7 175 17.2 361 ♦:- K j y
1441. 28A 330 23.7 305 22.0 330 274 301 1 1&9 1 330 1 19.3 1 297 16.E 1 330 j 17.0 1 293 4.••� Z U
TABLE7B � x I
euMbam: 27k Conereta 3k Concrete 3.5k Gone. HdIaN CMU - Filled C91U PT Wand m mI .� .7
Anchor 311r Elce 114•Eloo 311r 11eWdl 1/4•DaWolt 6nr 17oo 311V Eleo 1/4-Fite &1B'OeWell 1/4'OeWeO t14.3S Elao tY16'Ooo 7/4'S9 f3ao 010 SIeN 612 Sleet tN2 Steel m w
Capaclbr Anchorlype: Ln en Utraoan lllbman+ Uhacom. IAtmoon Llllmoon U6mc4n UOmca» Ulmem+ AgOeOala LAlmcon AgpaGstm Scam(GS)Scnn7(Ga7 S,"(G5) PRODUCT REVISED
(Ibs) Edge Distance(In): 1' 2.1re 1' 24M 1• 24W 1' 2-12' 3-1/6• 1' 2-1 a 1- 2-12- V 2-1/2 t• 2.7? 2 3.1/8' Y 0.4r 0.64' 0.32r' as eonlply Ing with the Florida
Embedment 9nk 1.3/4• 1.314' 1-3'P I VV O3/4' I V4• 1.TI4• 1a14• r 1474 1.114• 1.114• 1-1/4• 1-1/4• 1414• 1-1/4• 1-114• 1.114' 1-714• r I-Tr 14r ve11ea 6ulldin9 C*do
2AncMm @ 4.Tr Min.O.C./SmndeN or OOeet CUP(FIB-1621 3901M 3901M 4501be 890 be 3101M 6301M 22D Iba 6/01M 18441be ZIO IM 280 ma M41bs 740 The ZO Me art IM 320 0e 560 be 374 be 664 gm ere 0e 341 IM 442 ft 6W Oa NOA-No. 20-0406.03
4 Arehom 0 225'Min.O.C./Smnderd(ar Oeeel)Clip(Fig-3): 700 be 7001ba 5801be 1410 lea 620 We 1280 IM 420 be 1720 be 9521be WA 560 bs WA 630IM 3901M 740 ba 510 bs 1050 ft WA 880 ba WA 6821bs 8591bs 11201be Expiration Data 05/26/2026
8 Anthem®1.15 Min.O.C./SleMard(ar Offset)Cop(Fig.4): 96D b5 1400 ft WA WA 640 be 25M IM 740[be NIA WA WA 700IM WA WA NIA 14001M WA WA N/A WA WA 1363 M 17r01M 22401M
4 AnoMm®T MI&O.C.1(2)21t5Angle CUM I ft.4 7801M 7W ba 6801M 15M IM 6M ibs 12M IM 440 be 1740 be 180 ft MO Ibe WO Ibe WA 7601M 46D IM 740 Its 640 ft 116D IM 748 ms emu 15B21M W211ne 885 R. 11201M esy vim✓
6 Amhom a 7 Mim o c,1(Z)Dt5 Angie Glp t ft.6):lint b 1170 be iom b0 mo IM 9301M 1a90 IM emu 28t01M 28441M 810 ba 840 ba WA 11406e 6BOIM 1110 Me 960 bs 17401M 11221be 1320IM 2 M 11M 10221M 1327 ba IM016e MlamI-Dad•Product Control
4 Anohom C O.45 Min O.C./Llaip,Irdo.125 Anon ft-7T WA NA WA WA WA WA N/A WA WA WA WA WA NIA NIA WA WA WA WA NIA WA WA 14301M
2 Amhom®22 V Mla O.CJ F•Clip(Flit.B): 3W be 3W IM 2901 7M be 3101M 6301M 210 bs B601M 4761M WA 2M IM WA 3751M 1B5IM 31D be 255 be 590 6x WA 44016e WA 347 ba 4a2 t• fi80 be
4 Anchom C 1:1r Min.O.CJ Fx#p(Fig,gT 4M It. Too Ib. WA 3201be 12601M 370 be NIA WA WA 380IM WA WA NIA 740 Ito NA WA WA WA WA 8121M 885 t>9 11201M
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •-'1 1.062' r'-- ---j 1.000"TABLE NOTES:
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8:)FIGURE R. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ff
• • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• �\. oltV LYN
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE ;��'��•..�10ENSE?//�`
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4�" a
4.000" �'• No.58705 •��SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS =•4•
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
FIGURE 6: FIGURE 8: FIGURE 7: �-0 '
4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND T�, 7/2 2 O
• • • • GROUT'-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE :�,n AI OF •:(V�`
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE (C F<ORIDP.•'•���
• • 6063-T5 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046' 5" .375" ��iSiT •••••.• •
THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ANCHORS /,/0NAL LE
ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS'BEYOND THE MATERIAL 010 1"X 4"X.375 1"X 4"X.375 A.LYNN II 1 FR,P.E.
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. "T'-MULUON MULLION
FL P.E.#5870S
TABLE BA 5t
Mullion Capa Tabu - ANCHOR CAPACITY ffi
Opening Width(for vertically-spardingmillols)or Opening Height(for horizontally-3pamdlg mdlions) ADJUSTMENT FORMULA: �' F
Belo Bo In70 In Belo 90 in t001n 1201n too ti 160 dt ANCHOR CAP.,, _
Rectangular MwTd.g. Reetenod" TnPTI.p. Rectaigulor Troplydang. RectangWa Trapfrilen& Rectangular Trap/Ttlertp. Redangilar Trepfrlan9. Recianguler Traplrrtang. Rectangular Tra MULLION CAP..,,,,,,,
1.25"x p/Merg._ Reetanp4ar TrRJ8lmlg. (DP-)X( )
Leading Leading Laadrtg - Lwdng Loading loafing Loading towing 1-0-ft Loaning Loading Loedw laadno loading lnadrg Lasdrg Loafing Loeding �Y 0
3.188"x o
.266'Alum a x $• x A' gar A' pyzc' X• X• g g g,Tube Mull 6 � �• g� � �� 6 ��• d�' d � c9�' � =ANCHORCAP.,e 4`J
8 0 6 a 0 S r3 8 8 a d b 8 USE THIS FORMULA TO OBTAIN b C1 Ui
6� 6�• 6� 6 6 b 6� 6� b fi a• 6� b� 6 62F 5� 5�' b 6€{ b 6� b b }
I a I fi S - M 9 5 �� �� THE'ANCHOR CAPACITY rA F-
z >: rc s REQUIRED'CORRESPONDING Z
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 SW 170.0 506 170.0 992 170.0 519 170,0 1116 110.0 621 170.0 1240 170.0 521 170.0 1488 170.0 MI 170.0 1735 170.0 MI 151.8 1769 170.0 621 TO AN'ACTUAL PRESSURE
481. 170.0 708 170.0 524 170.0 850 170.0 554 170.0 96d 170.0 630 170.0 1i33 170.0 Bill 170.0 1276 170.0 877 1170.0 1417 170.0 Site 154.8 150 17MG 680 132-7 1548 170.0 00 116.1 1545 170.0 SB0 REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER 7 U 50.825In 170.0 747 170.0 583 170.0 890 170.0 831 179.0 1046 170.0 684 170.0 1195 170.0 m 170.0 1345 170.0 747 167.0 1469 170.0 756 139.2 1468 170.0 756 119.3 146e 170.0 7W 104.4 J468 170.0 768 THAN THE MULLION CAPACITY
54In 170.0 787 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1378 170.0 837 140.8 1379 170.0 859 1223 1376 170.0 Bet f0/.8 t378 170.0 tei 91.7 1979 170.0 esf (FROM THE TABLE)OF THE W C3 Q
cli
SELECTED MULLION.IT WILL m rA o
60 in 170.0 885 170.0 lot 170.0 1063 170.0 797 158.9 if6a 170.0 875 139.0 1150 167.4 830 123.6 1156 156.a 919 1112 1158 150.0 912 92.7 1150 144.0 905 79A 1158 144.8 905 69.5 1158 144.8 90 YIELD A MINIMUM ANCHOR U m
63 in 170.0 930 110.0 745 160.1 1061 170,0 850 137.2 1051 155.9 662 120.1 1051 1420 846 108.7 1p51 132.3 aW 96.1 1051 125.7 830 90.1 1051 119.5 822 68.e 1051 it61 azf 00.0 1051 119.1 821 CAPACITY WHICH MAY BE QW, Z
USED TO QUALIFY ADDIMONAL
N d p
§ 68 In 187.1 937 170.0 789 139.3 987 191.8 805 11B.4 957 174.0 790 104A 957 121.8 777 929 Bel 112.8 787 a3.e 977 106.8 759 899 057 100.0 750 59.7 957 96.B 748 522 957 98.9 745 ANCHOR OPTIONS FROM THE Z J a W
72 In 128.7 804 125.2 SM 107.3 804 1152 684 01.0 604 101.3 671 80.4M43436.6
660 71.5 804 04.1 esa 84.4 804 78.6 643 53.6 804 72.3 B33 46.0 804 69.9 629 402 am 69.a an ANCHOR CAPACITY TABLE Q
as 761n 109.4 722 114.4 610 91.2 722 97.2 616 78.2 IM 85.3 See 68A7 596 60.8 722 70.3 688 54.7 722 65.5 580 43.6 722 69.5 570 39.1 722 58.7 565 342 7M 562 564 7 rcQ
X 7a In 1012 US 1054 6W 54.4 685 89.6 588 723 685 70.5 577 63.35 .SBB 562 685 64.5 Sao 50.6 685 60.1 SSJ 422 685 54.3 543 362 685 91.4 537 31.6 585 60.7 536 fm
90 In 65.9 SIB 68.0 457 54.9 515 67.5 449 47.1 616 50.1 441 41.27 434 36.6 615 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 SIB 30.5 4a7 20.6 515 29.1 404 ZK961n 64.3 453 55.8 404 45.3 453 41.1 307 30.8 453 41.0 391 33.9 385 302 453 33.0 370 272 453 30A 374 22b 453 26.0 366 19A 453 24.3 360 17.0 453 229 356 m L0 0tea b 3a.t 358 38.0 32J J1.S 359 328 318 27.2 358 ZeA 313 2J.5 308 212 358 227 SO4 19.1 JSa 20.8 ado i6.9 JSB 16.0 293I3Ill In 35.1 338 35.0 306 203 338 30.1 301 261 338 28.1 2W Z20 283 iB.S 3M 20.9 259 17.6 338 19.1 233 Ir x1201n -27.8 Me 25.3 254 232 280 23.8 260 19.8 290 20.8 2R6 17.4 2S7 18.4 290 i8A 219 V C4 Q
144 in 16.1 201 10.3 186
Q r z o 0
a �0
TABLE BEI q z
Substrate: 2A Cencrot9 3k C-0. 35k CO.. NOH"CMU FlHed CMU PT Wood Metal
Anchor AncAor7Y� 3119E14o 1/4•Elco 3f18'Dow. 1/4•Dawan 5116'FJeo 3/16'FJco 1/4'B.. 3/18'DOWAR 104'104" 114"Be Soo 5'18•Elco 114•SSEko #10SleeJ f12SNn 0128taei pRODUCTREiVISED
Capacity Us- Un- U1-M. 111-an• Ullrocon ubeoon un- us. uft-N AgpeGela Ulb- A97.6alor S-(M SCM(G5) Scr MS) ea comp E the Florida
([be) Edge MI-Bnk 1' 2.1? 1' 2-1rr 1' 2-1/7 1' 2-Vr 31f0• /• 2.1/7 7' 2-1/7 1• 2-1f7 1• 2-1/7 7 3.118' Z' 0.48' 0.54' omc Building ode
Embedrent nX 1.Y4• 1314 1.3n4' 1.3r4' 1.a4' 13/4• 134• 13/4• 7 1-114' 1-1/4• t-1IT 7-1J4• 1-1/4• 1-1M 1-11C 141r 1.W 1-il4• Z' 11W 1.3n8' uute4 NOA-No. 20-0406.03
2 Archers®4.75 Min.O.C./SlmtleM or OOeet Ctlp(Fig.tk 3W Its 3?q W ;N/A
W ego It. 3101bs 830 W 7201bs 8701hs 1894I� 270 W 2601b9 359 Its 7901W 23011m J70 W 320 W 6801De 3741ds 664 W 9461b4 341 gar 44210s 560 Ne Expirotlon Date 05/26/2026
4 Anchors®1.15'Min.O.C.f Standard(ar Offset)�p(Fig.21. 480lbe 700 W WA 320 n. 1260lbs 370Ila WA WA WA 380lba WA WA NIA 740 W WA NfA WA WA WA 682 W 8851Le 1120 W4 Anchors 0 3'Mln.O.O.!(2)2r6AngM Olps/(Flg.3X 780Ihs 'me gar W I=W 6201s12M lbs 4401bs 1740Ibs 1898Ifm 540Ihs 6601bs WA 760Ibs 460Ibs 74.9p 640 Da 11801be 7491M 860 W 18B21b 8821be 885Itm 1120 bar B4 Amhors 0 0.46'Mlm O.C.I UL11p,Into.12Y Alum(Fig•4X WA WA WA WA WA NIA WA WA WA WA WA WA NIA WA WA NIA WA WA WA WA WA 1430tar Y
Mlaml-Dado Product Contro1 Aminr/F-dip(Fig,6X 1851hv iB5 @s W 4451he 155 W 315 Rmtt0lba 435 the 87210a 1351bv 1401ba 177Ibs 3TO W 116 W 1e51C 160 W 2901bs tB7 W M2 W 4731bs 170 W 221 to. 28010e2AW-C 1AF Min.O.CJ F-Mp(Fig.6k 2431bs 350 Its WA 160 W 63D W 1861b5 WA WA WA 180 W WA WA N/A 3/0 Bar WA NIA WA WA WA 341 W 4421b6 560 0a
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2 TABLE NOTES: I--•1250"--I
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
\\1111IIIIJ
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �FIGURE 3: � ��N
..
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.188" C1•'• LICENSE '•.;C
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q. %
Ee
• I E • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �� _: No.58705 :•
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND --O ' a'
FIGURE 4: FIGURE 5: FIGURES: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL : / )-10 •
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T :Q�'•, STATE F
STUDS •��`
• 6063-T5 AND BEA MINIMUM OF.1267 THICK STEEL SDS TO BEA MINIMUM GRADE 33 AND i
• .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL 126'X 3.188'X 265"MULLION ��S ....
• • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, (1-1/4'VF MIILLIOM \-V
S��t'NA�L��E
• 910 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A LYNN M R,RE
FL P.E.#68705
TABLE 9A y1
Mullion Capacity Tablo bs/R2) ® ry
Opening Width torvertice anti mliaore er ANCHOR CAPACITY
pe g ( pf'-Bp r6 ) OpenlnO Height(for horizonta6y�pam111g mdaote) ADJUSTMENT FORMULA:
50 in W In 7D in 80 in eo In 1001. 12D In 140In 180 In ANCHOR CAP.�.,.m _
Reetmgula T prTSanB- RaclenpWar TrWIld no- Reolenp I., ftaNllf. . 'Rxl"n9"ler T pfTi n¢ ReatmVui"r Tt�P'Tia"3 Rxtmguler Tleplltlena R�41e,g,im TmprrMnB. RxlangnIn, Trapnhng ReatanBWar Tlal✓TM1a"9• (DP_)X( %
126 x 3.28 MULLION CAP.,.v,-
X.100 -Loadep Lesdng Lmdn9 Iae4inp Lmd'm9 loedn9 Lmdng Lmdhp. Lmdn9 Lmdhg Lmdng Laednp Lmdno laadklp LoedFB L4ednp Lmdap Loadng px
Alum.Tub. _ �' ,i7_ L'_ _ ,�. _ _ _ _ _ p �'_ _ _ ,i; _ =ANCHOR CAP._ b
yp�11 gp� �y� �q''3 � N
6
REQUIRED"CORRESPONDING z
42 b1 170.0 620 1170.0 435 170.0 744 1170.0 478 170.0 86B f70.0 506 1170.0 992 170.0 519 1T0.0 1116 170.0 521 1153.3 Ilia 17o.0 521 127.7 1118 170.01 521 109.E 1 1118 170.01 521 95.8 1 1118 170A 521 TO AN ACTUAL PRESSURE
480 170.0 708 170.0 524 170.0 850 770.0 894 SKIS 978 1170.0 630 146.7 978 170.0 601 130.4 978 17MG 8T7 117.3 978 1110.0 680 97.8 Bib 110.0 110 83.8 171 1T0.0 880 733 We 110.0 111 REQUIREMENT FOR THE
50.628 h 170.0 147 170.0 563 110.0 898 170.0 631 15D.7 927 170.0 ON 131.9 927 166.5 708 117.2 927 159.1 699 105.5 927 158.3 eN 87.9 927 158.3 695 75.4 927 155.3 695 65.9 927 156.3 895 OPENING,WHEN IT IS LOWER _
THAN THE MULLION CAPACITY g U
54 In 170.0 787 170.0 612 154.5 889 110.0 821 132.5 e69 153.9 683 115.9 1189 141.8 BM 103.0 889 134.0 660 92.1 969 129.8 6W 77.3 Me 128.9 652 68.2 089 128.8 652 61.0 869 1288 6.52 (FROM THE TABLE)OF THE W �� Q
W In 143.2 74B 153.E 634 119.4 748 132.3 620 1023 Top 117.8 008 89.5 746 107.8 599 79.0 746 101.0 -2 71.6 T46 96.6 587 59.7 146 93.3 583 61.2 748 93.3 583 44.5 746 93.3 583 SELECTED MULLION.ITIMLL
631n 123.7 577 132.0 570 1M.1 07T 113.2 506 $8.4 ST7 100.4 6% 77.3 077 91.4 5d8 68.7 671 85.2 539 81.9 877 81.0 534 51.6 on T7.0 529 442 877 70.7 529 30.7 877 78.7 529 YIELDA MINIMUM ANCHOR U W
CAPACITY WHICH MAY BE Wll z
c 66 In 107.E 817 114A 630 88.7 017 9I.6 619 Te.B $17 86.3 509 67.3 617 70.3 5W 59.8 617 720 494 53.0 B17 68.7 489 44.8 617 84;4 483 38.4 617 e6.7 482 33.6 617 03.7 482
USED TO QUALIFY ADDITIONAL
n m 82.9 518 07.1 450 69A 518 74.2 440 59.2 518 652 432 61.8 518 58.0 425 48.1 518 54.2 419 41A 618 50.7 414 34.5 510 48.0 408 29.0 518 45.0 405 25.9 518 45.0 405 ANCHOR OPTIONS FROM THE z
76 In 70.5 465 73.7 408 587 485 62.8 398 50.3 465 54.9 990 44.1 465 48.4 38/ 39.2 4fi5 45.3 370 35.2 465 422 374 29.4 d85 38.3 357 25.2 485 36.6 98/ 220 465 38.2 363 ANCHOR CAPACITY TABLE.
78h 85.2 141 880 387 54.3 441 573 370 46.6 441 50.0 3n 40.8 441 d5.4 389 38,2 441 41.6 380 326 d41 38.7 350 272 441 34.9 349 23.3 "1 33.1 348 20.4 "1 377 345 J � V Q
Do in 42.4 332 43.8 295 35.4 332 37.0 209 30.3 332 32-3 284 26.5 332 28.8 280 23.6 332 20.1 276 21.2 332 24.1 2n 17.7 332 21.3 288 152 332 19.8 262 13.3 332 18.7 280 Q CI �•••
960 45.0 291 35.9 260 291201 30.3 250 25.0 291 28.4 252 21.9 291 23.5 148 19.4 281 21.3 294 17.5 291 19.5 2H i4.8 291 17.1 216 123 291 15.8 2J2 Z N
100 in 24.8 230 25.1 208 20.5 230 21.1 205 17.5 210 18.3 207 13.4 230 18.2 198 �(.1.�4Iz�o�O'
111 In 22.8 219 23.1 797 10.9 218 19.4 194 16.2 7.15 78.8 IB1 74.7 27B 14.9 188 N 1 0 0
1201n 17.9 187 102 170 14.8 787 15.3 187 W X Y
IA
N
a Z 0 to
TABLE 9B I�
Subo08We: 2.7k Cammte 3k 00.M. 3.51r Cone. F40M CMU Filed CMU PT W00d Metal
Anchor 3116'Elw 114,Ex. 311c MWelt 1/P Dewalt 5110,Elce 311E EIco 114•Ek. 3/16'DeWaR 1/4•UBWen 114•as Elm 611fi M.. IW SS Ek. 010 Sleel 012 Steel #1251ee1
Capacity AnchbrType: 1111- U11-n uft- M.a Ulracon Win- talraecn Ullmce�N UlW." Agii=dnr Epic" A%mGatm Scmp(G5)suew(GS) SaMW(G5) PRODUCT REVISED
((bs) Edge 010-On): 1• 2-12' 1• 247 P 2-1/l 1" 2-17 3-1hr 1' 2-17 1• 2-17 1• 2-1/Y 1• 2-t7 2' 34fir. Z' 0.48• 1 0.50' 0.324• as complying with the Florida
Embedrent gn). 13/4' 13/4• 1314' 1.3/4• 13/4' 1-314' 13/4• 134• 2 1.1/4• 1.1/4' 1.1/4' 1.1/4' 1.1/4' I.1/4' 1 1-114' 1 1-1/4' 1-lle 1-1/4' 2' 1318' 1-3V lades Bullding Cede
2Amhom@4.7TMIn.O.C./Standmd er 011set alp(Fig.1): 390lbs 390Ile 450IM 8901bs 310Im 630Its 22D lb9 870 Its 1644Ibe 270 Ile 280 fix 354 Me 7400. 23016e 370Im 3201bs 5W the 3741 946 itsbe 654 Its s 3411bs 4421ts 5W16e NOA�Io. 20-0406.03
4 Ar@1.lSMin.O.C./StudiedI.OBeet)C11p(Fig.2): 4W Its 700Ibs WA WA 320 Its 1260 Ibs 3701bs WA WA WA 3W Its WA WA WA 740@s WA WA WA WA WA 6821te 88516s 11201bs Expiration Date O$/26/2026
oma
4 A1mvs®3-Wn.O.C./a)215 An91e Caps I(Fig.3): 7801be 780 81s W01bs 1560Ibs 620 Me 12W Ibs 4401bs 17401bs 105Ite 540 He 6W 1bs WA 760Ite W tbs 740 Its 640Ibs 1 1180 am 748Its eW roe IBM rbs 68211s M Its 11201bs
3AmMrs®0.5C Min.O.C./U421p,Irdo.100•Alum.(Rg.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA' WA WA WA WA WA NIA WA WA BW Its By
1Amtm/F-ap(FIp.5): 105Ile 1951bs 225Its 445lbn 1551G. 3161bs 1101bs 4J51b9 B221bs 135 Its 1901bs 1771bs 3701be 1151be .184 @s 1W 10e 2B0 Re Is?he 332Ibs 4731bs 1701ts 221 Ite 2W IDs Miami-Dade Product Control
2 Amtem®7,16'Min O.Cf FLllp(Fl&el: 240Ibs 3W lar WA WA 160Im 8301be 185 0t3 WA WA WA 180 0a WA WA WA 970 0X WA WA WA WA NIA 3911M 4921bs 5W Ne
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: 1 250" r1.250"-1
® 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.
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
3.250'• 3.250"
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �,.• �tCENgE'••`�F
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �:• •.
S NO.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ,,(-
FIGURE 4: FIGURES: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 7J'. z 2 0
6063-T6 AND SEA MINIMUM OF AW'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND TE F
• • .045"THICK(IS GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL .100" .100" RID�..•'•�'�
® • ' • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i S •...••
#10 8.#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S,OR 410 S.S. 1.2MULLI N FOR 1.2MULLIO'X.100' �j�t5'/O
MULLION FOR MULLION FOR /f NAL 11
e FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LJ�1N MIS 1LEt,P.E.
FL P.E.#58705
TABLE 10A
Mullion Capacity Table(Iberttl) ANCHOR CAPACITY
Opening Width(forvadically-spanning mdTtans)crOpeNng Height((orhodmrift"panning millions) ADJUSTMENT FORMULA.•
50 in 6D in 70 in g0 in 901n 100 in 120 in 1101n 1601.
ID-)X/ANCHOR CAP.
126 x326 RUitdi ular TrapTriang. Rectangular TapRdang. Reelanguler Tnp7dang. Racrangutn Treplfdarg. Recieriguhr TapRdang. Rar3anguWr Tmp7deng. Redangula TroyMang. ReelenpWur Treyidanµ Rectangular TrepRdmg. \MULLION
x•621 Loading Loading Laadng Loading Loading Load"ng Leading Loading Lneding Lnsding Loading Loadn Loadirg Loading Lnadin0 Lnadng Leading Loading RY
0
Alum.Tube Z 8„u u u u.e,, . %ye.a-, %3 .0v'•geg: .au •u8§e u u 3� .iw� 591 '68 =ANCHOR CAP.a5-
a MuDlon
a
e u u u ri v o gg5 u is LL u' u USE THIS FORMULA TO OBTAIN „ o wa
e u 5'�. s3 = 5.2 a� 5-'u 9 5� S� 5v �s.vu2 `'$ ,9� 52- 5 THE-ANCHOR CAPACITY N '7C
€ $z" 2' �@ d`o' € d�z f€ ass �� d`x' 8a z� drz s'B d`z f� �a $� d`a' E� d`aB Vic@ d`z' f 8c f@ drrc' �� dire' REQUIRED"CORRESPONDING Z
42in 1740 121 170.0 435 1700 744 170.0 473 110.0 BGS 1740 596 1T0.0 992 7T0.0 519 170.0 it% 170.0 527 170.0 1240 170.0 $21 170.0 148E 1T0.0 521 170.0 1735 170.0 521 170.0 19M 170.0 521 TO AN ACTUAL PRESSURE lx
49 in 770.0 708 170.0 524 1740 850 170.0 584 170.0 G.
170.0 630 170.0 1133 110.0 661 170.0 1275 170.0 6T7 170.0 MiT IT0.0 680 170.0 1700 174D Wo 169.7 1979 174d W 660 O 118,5 19TB 170.0 REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER _
SUM In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 694 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 17D.0 1793 170.0 T56 1S25 1977 170.0 756 133.5 18T7 1T0.D 756 THAN THE MULLION CAPACITY x� Z
541n 111D 797 170.0 612 17D.0 956 1TD.0 691 170.0 1110 170.0 754 170.0 1276 110.0 603 170.0 1434 170.0 837 1T0.0 1594 170.0 B56 158.4 1769 1740 061 134.1 1T59 170.0 361 117.3 1769 170.0 861 (FROM THE TABLE)OF THE 111
m O Q
SELECTED MULLION.IT WILL
60In 170.0 8S5 170.0 70f 170.0 1063 170.0 797 1T0.0 1240 17D.0 B78 1709 1411 110.0 944 161.1 1511 170.0 996 145.0 1S11 170.0 1033 120.8 1511 110.0 10M 103.6 1511 170.0 1063 90.6 1511 170.0 1063 U U.)YIELD A MINIMUM ANCHOR
CO 63In 170.0 930 1n9 745 iT0.0 1116 1m.0 050 110.0 1302 170.0 940 75S.6 13r) 17D,0 1015 1392 1370 170.0 1076 125.3 1370 164.0 1082 104A 1370 155.9 1012 695 1370 76S3 1070 78.3 1370 155.3 1070 CAPACITY WHICH MAY BE g W Z
ce 661. 170.0 974 7T09 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 1362 1240 158.6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 999 9D.8 1248 13DA 978 T7.8 INS 129.0 975 69.1 1240 13.0 975 USEDTO QUALIFY ADDITIONAL D-
a ANCHOR OPTIONS FROM THE
721n 767.8 1049 1TD9 878 1399 1049 1502 B92 119.9 7069 7J21 875 1049 1049 179.1 860 932 1019 109.7 B48 83.9 1049 1027 838 699 1049 91J US 599 1049 912 820 621 10/9 91.1 ON ANCHOR -i J a
o ANCHOR CAPACITY TABLE J 0 76 in 1d27 Bd1 149.1 B22 1189 941 126.0 IMS 101.9 941 1112 791 89.2 941 100.0 TIT 793 941 91.7R456
941 65.5 757 595 941 7r.6 744 Six 341 71.0 777 44.6 941 733 736 _ Q
J
78 in 132.0 g94 137.6 703 1140 B94 116.9 761 94.3 094 102A 753 82.5 894 91.9 74D 73.3 994 84.1894 78.3 721 550 094 70.7 707 47.1 B94 67.0 T01 41.3 394 66.1 698 Q p
90 in 859 6/1 08.7 596 71.6 671 74.9 585 61A 671 fi53 575 53.7 671 68.2 566 47.7 671 52.9671 48.9 SS1 362 671 43.1 539 30.7 571 39.7 631 26.9 S11 379 Sm Q
961n 70.8 590 72.8 62T 59.0 690 61A 510 SD.6 S90 53A 509 443 SSG 47.5 502 39.3 590 43.0590 39.6 /88 295 590 34.7 477 2S3 590 31.6 469 221 599 29.0 464 Q X 9•Z W
login 49.7 466 50.8 421 41A 466 42B 4/d 355 d6fi 311 108 31.1 466 32.9 402 27.6 466 29.7 466 77.1 391 20.T dW 215 332 179 466 21.9 315 15.5 466 19.6 370 fn �n ��
117in 45.6 441 46.7 400 382 441 39.3 393 72J U1 34.1 387 28.6 441 30.2 382 25.4 441 272 441 24.9 372 19.1 441 215 3M 16A M1 193 3S8 142 "1 17.8 351 W 120in363 3m 369 344 302 71B 31.0 339 2.9 3N 268 33d37B 23.7 329 20.1 378 21.3376 19.5 321 16.1 318 163 314 2' X Y `1
144in 21.0 262 212 242 175 262 17.8 239 15.0 262 15.3 238 V Q
N
TABLE 10B g � Z
SIQaOete: 27N Cordele 3k Concrete 3.9i Com. Hogow 04U Fined CMU pr Wood Metal ' ,7
Anchor 3178'Ew 1/4"Eino 3116'DBW41t 1/4'DeWea 5118'Eleo 3/1C Elea 1/4'Eko 3/1a'DeW.1 1l4'DeWelt 1/P 6S FJco 51i6'Bea 1/P 9S Eieo WOSteN W25teel W2 SIeN
Capacity ArahorType. 1111racca U1-tin Ulttacen+ Ut-ca. LIt20on Lindicen UK-= UOmdan4 UDet." A Getor IAtecon A oter Sarew G5 Snraw
P IY t� t70� ( ) (GM sclee(GS) PRODUCT REVISED
(Ib6) Edge DlaWrce(In7 1' 2-1W 1' 2-10 in 2.1rr 1- 2-1rZ 3.1/11' 7' 2-147 1- 2-10 t" 2-1/2 f" 2.1? 2 3V8' Z 0.48' ' 0.54" 0.324' as complying with the Florida
EmbeMlerrt fink I-W4' 1a14' I V4' I-Wr 1a14' ta/4' 1314' 1a/4' 2' 1-7/4' 1-11T 1.114' 7-Ile 1-1/4• 1-11C 1-1/4' 1-1/4' /•11C 1-1/4' 2' late 1-3v lades Building Code
2Arctare @ 4.75 Min.O.Q/Standen!or43Deet Clip(Fig.i) WO bs 39011os 450IGv 890 Us 3101ba 630Ibs 220Ibe 870 bs 1644IM 270 Bc 280 ba 354lba 740 bs 230 be 3M tM 3W Ib 560 bn 374 Es 654 ma mo be 3411ba 4421ta 580 im MOA-No. 20-0406.03
4 Arch-4g 1.15'Min.CC,I Standard(or OOael)Clp(Fig.4 4801. 7DD ft WA WA 320Ibe 1280 lbs 3701bs WA WA WA 380ba WA WA WA WA WA NIA 682Ins 99516a 112D 1bs Expiration Date 05/26/2026
4 Archa a Q 3'Min.O.C.I(2)2a5Angle Gips/(Fig.3Y 78n Ibs 780 ffa 600Ibe 1-%0 Ina 620 it. 1260 bs Ado ibs 7740 Iba ISM It s 540 b9 5BO itm WA 760Its 46D IOs 74016e e40 1180 ba 748 Its 880 Ibs IBM be 68216s 605 Its 1120Its
3 Annlda C0.54'Min.O.C.I UCip,Irdo.100'Alum(Fig. WA WA WA WA- WA WA WA WA WA WA WA WA WA NIA WA WA WA WA WA NIA WA WA 050 Da By
7 AncMr/F[7ip(Fig.SI: IS�ne 1a5lba 275 nm 445 ba i551ha 3151ba 11016e 435le 822 n. 1351ha 140 0n 1771bs 3701ba 11816s 10510s 1BO ba 290 bs 1g7 bs 332 a 473 Ins 1T0Iba 2211ae 280 bs Mlaml-Dade Product Control
2 ArohDls®1.15'Mirt O.C./F4aip(Flo•B 240Iba 3501ba WA WA 1601bs 8301hs 1851bs WA WA WA 180 Poe WA WA N/A 370 be WA WA NIA WA WA 3/11ba 442 be 580 bo
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2. TABLE NOTES:
t2W 1.250°
• 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 ALLOWABLELYNN
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. 3.250" Q�,•'• t-10ENSF••,��� i
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •.�D
BE USED _�T;- No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ _ 7k•
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090,WOOD SHALL -'D
FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE4" .624"6063-T5AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �D,C'•, STATE bF
.045'THICK(10GAUGE).STRUCTURALSTEELTO BEAT LEAST.125"THICKANDA36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ''•:°�ORIOP,.••'r �
• #0 ANCHORS INTO WOOD MAY BE STEEL,IB•8 S OR 41 SNS.BOND THE MATERIAL 1 MULLION FOR 4• 1•MULLION FOR 4" ,�rs�7()NAL�NG\```
FIELD-MULLED UNITS FACTORY-MULLED UNITS ,��L11
• A.LYP{�1/IrAI�-ER�P.E.
FL P.E.#58705
TABLE 11A
Mullion Capacity Table ObraRh) ANCHOR CAPACITY
Opening Vildth(fdrnedicaly-sparring mdflars)or Opening Height(rarhDRzonla"penning mi cm)
ADJUSTMENT FORMULA; C F so in 60 In Tom eD in Rom 109 m 12o In 1401. 180 in f.ANCHOR CAP.
126 x394 Redang.w TraplTri m. RedengAer TmWf..g. Radenguler Traplydarg. Ra 11 I r T pRdarrg. Red nvI r TrapiTBing. Rectangular Tnprrd&ng. Rldongolar TrapfrMng, Rm.plar TrapTdang. Rectangular TFMTreng. (DP_)X MUWON CAP.;,e,,,,a
X.624 Loading Loading Loading loaning Loadirg L_.9 Loading Loading Land g Loadng Leaning Leading Laamq Looting Loading L4ad'me Woad'ng Loading R� u
o
Ailtm.Tube 'm 8., 'S �.. '� 8., •5 3... � 'e.- a �H.-. m �.-. � 5.-. A .S a � SJ.. E• P� F F... � .& 9 tax
ra ANCHOR CAP.,,,
Mulflan s a@ a e�. � aka spa a@ o a� a s� � a�, @ $ � � lea o�, a s� � x
ci n"a o` u uy 8 o u a ai S aia o v is G u u'a u ci e u u o u e a u e u n e n u i, u u u &a USE THIS FORMULA TO OBTAIN }}
s'€ '�. b 'dy e � .P a � 53 THE"ANCHOR CAPACITY F
Ld
� 8 a f o $� € $rc @ d�a � $� f A E 8 $€ 8 a= 8 fie @. 8 d C. k r"e REOUIRISM CORRESPONDING Z •-
42in 17D.0 620 170.0 435 ITOA 744 1!.0 478 170.0 IDS 170.0 506 i7D.0 992 1nA 619 170.0 1116 170.0 521 170.0 INS 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 77a.0 1983 110.D 6zt TO AN ACTUAL PRESSURE 0 IY
0
REQUIREMENT FOR THE
4e10 170.0 708 170.0 52/ nD.o esD n0.0 504 170.0 992 170.0 630 1701) 1133 170.0 691 1T0.0 7275 IMA 677 170.0 1417 1700 coo 170.0 1TDo 170.0 DID 170.0 1983 170.0 680 170.0 2267 170.0 sea OPENING.WHEN a 2
50.625m 1T0.0 747 170.0 663 170.0 896 110.0 631 170.0 1D46 170.0 694 170.0 1195 170.0 IZ3 ITO.O 1345 170.0 74T 170.0 1484 170.0 756 1 1TDA 1793 110.0 756 170.0 2D92 VOLD 755 770.0 2391 170.0 756 THAN THE MULLION CAPACITY B fJ
Slin 1TO.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 1TD.0 903 170.0 1434 170.0 83T VIA Is" 170.0 8S6 1170.0 1913 170.0 D61 t70.O 2231 170.0 681 1602 2403 170.0 881 (FROM THE TABLE)OF THE LU 00
SELECTED MULLION.IT WILL
601n 170.0 IDS 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 iT0.0 944 170.0 1594 1M.0 996 170.0 1771 170.0 1033 170.0 2125 IM.0 1063 idB,3 21fi3 170.0 1063 129.8 2163 170.0 1D67 YIELD AMINIIAUM ANCHOR F- U) W
631n 17D.0 930 VIA 745 ITDA 1116 170.0 950 170.0 1302 170.0 940 170A 1468 170.0 1015 170.D 1673 1TO.0 1076 170.0 1859 170.0 1122 150 2060 170.0 IUD 1345 2060 1700 1171 117.7 2"0 170.0 1171 CAPACITYWHICHMAYBE � W Z
$e4 661n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 13U 170.0 1002 1T0.0 1658 170.0 IDe6 170.0 1763 170.0 1155 170.0 1940 170.0 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1286 101.2 1965 170.0 1286 USED TO QUALIFY ADDITIONAL ,0 d S1
m ANCHOR OPTIONS FROM THE Z to W
n72 in 170.0 1063 170.0 e78 170.0 1275 170.0 INN 170.0 1468 170.0 1126 VOO 1700 170.0 1228 154.1 1734 170.D 1315 V8.7 17b4 169.8 1386 11S.6 1734 1559 1364 92.1 1734 150.4 1352 98.7 17M 1602 1352 J
ANCHOR CAPACITY TABLE. J 0 76 in 770.0 1122 170.0 93T 17D.0 1346 170.0 tOW 168.5 1556 170.0 1209 147.1 1556 1652 1285 131.1 1658 751.5 1 1266 117.9 1556 1413 1257 98.3 1556 128.3 1229 842 1556 172.3 1219 73.1 1556 1212 1216 7 Q
ID in 170.0 1151 170.0 967 110.0 1301 170.0 1116 155.9 tat 169J R45 136.4 147T 152.0 1726 1212 1477 139.1 1206 109.1 1477 129.6 1191 90.9 1477 116.9 1169 77.9 1477 110.E IUD 692 1477 109.3 1154 "'I
g Q
90 in M2.0 1110 148.6 995 118.4 1110 123.9 968 1015 1110 107.9 961 88.8 1110 96.3 936 70.9 1110 07.6 922 71.0 1110 80.7 910 692 1110 71.3 831 SO.7 1110 65.6 e7e ".4 1110 623 870 Z � Q � CD
56 in 117.0 975 1 120.3 WZ 975 975 101.6 856 83.6 975 08.3 842 73.2 976 78.5 (129 65.0 975 712 B17 SS.S 976 65A SOT 48.0 975 57.4 769 41.0 975 52.3 T76 36.6 975 493 767 Q K Z
losin 12-2 T71 84.0 191 1&1 771 70.7 III 5D.7 r71 61.3 674 51.4 771 54.3 664 45.7 T71 49.0 655 41.1 771 44.9 647 34.3 771 38.9 In 29.4 771 35.0 621 25.7 771 32.4 612 (j �� �O 19C)
III in 75.7 .0 773 661 63.1 730 65.0 ISO S4.1 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.1 614 315 73D 35.6 600 27.0 730 31.9 589 231 730 29.5 581 U)F.
W
1201n 59.9 624 61.0 569 49.9 624 512 560 42A 62d 44.3 552 37.5 624 39.2 544 333 624 353 537 30.0 624 32.2 531 25.0 624 27.7 519 21.4 924 24.6 609 18.7 624 22.5 501 lY X Y Y
1"in 31.7 d33 35.1 400 20.9 433 29.4 395 428 433 25.4 390 21.7 433 22.4 385 19.3 433 Z0.0 381 173 433 1B1 316 U N Q
CO
TABLE 11 B �o m}}}rQQQ�y
SIDS1rAa 27R Nrcnsta 36 emcrele 3.5k Core. IbIIOfI QAU Filed OdU PTWOm Meml -
N �
Anchor ARIOrType 0/16'Eko i/r Elco &1E oewm 1/4•DeWell SPIT Eko 3H6'Ek0 1lr Elco 9116'DeWen' 1/r RWal 1/4•SS FJtD B/16'Elm Ur S9 Eko 11D SMd 0126Ieel ►123tetl
Capacity Unman URmm usm01. UlOmm. 1.111mon Unman U11mm Unmm. Unman+ AggeGalm Ulmwn AggreWtor Strea(G5)Scres(G5) SLTao(GS) PRODUCT REVISED
Obs) Edge Ostmw 0n) 11 2-1/T 1' 2-1? 1' 21r-1 1' 2.12 3-118' 1• 2-Ur 1' 24r2 11 2-10 1' 2.7? 2 3.1/B' 2' 0.48' 0.34' 0.320• as complying wkh the Florida
Embedment 8n) 13/4• "C 1314• 13r4' i V4- 13T4• 13/4' 13/4' 2' 1-1Ir 1-Vr 1-vr I 1-Ur 1-V4• 1414•. 1-114' 1.W I-V41 141C r 134r 13B• %aim Bull In..Code
2Amfom @ 4.75'Mln QC I Slsndad a pea Clip(Fig.1) 39D IDs 3901m 4501be WO Im 310 IDS DID bs 220IOS 8701Es 166/IM 2m I. 280I06 3541Ds T40 Rs 2301M 370 ins 3201m 5T its
374113S 661 ins DID 0s 341 mS 4421M 560 rbs NOA-No. 20.0406103
4Anchm@1.1S Min O.C.I Slaldaa(or OOsel)Cap(Fig.2) 4801DS 7001M NIA NIA 320 IDS 128011s 3701es WA NIA WA 3801M NIA WA NIA 740 ins NlA N/A WA NIA WA 632 Me 6651M 11201ts Expirotlon Date 05/26/2026
4 Amlan O 3•Min.O.C./(2)2c5 Angle COP/(Fig.3) 7801Os 78011s 680 its 1560 mS 6201M 12601M 4401DS 1740 IDS 1898 ins 540 ins �01m NIA gWA
490Ib, 740 ins ED its 118D Ibs 74811e 880 Qs 1892 IDs 682 me 885 Bs! 1120IM r�
4 Anchas�ASC Mtn.O.C,/UCOp,Into.lm•Allm.(Flg.4) NIA WA N/A NIA N/A NIA WA NIA WA WA NIA NIA NIA WA NIA NIA NIANIAWAWAByvim-+t Anchv/FCOp(Fig.S) 195 ins 1951ns 225ins 4451bs 1551M 315 ins 110 b9 495 m! SM ins 13S ins 140109 177 ins 1151m 1551M 1601m 2900S 1871Ds 332 ins 473 me iTOIM 231 ns 2e0IM Mlami-0ade Product Control
2Am13.001.15-Mn O.CJ FCOp M6) 240 ins 35011a N/A WA i®IM 630 ins 185 m! N/A NIA WA 1901b9 NIA N/A 370 m! N/A NIA WA WA WA 341 IM 442 nn 5601M
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
1.250"
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 24 FOR GENERAL INSTALLATION METHODS.
/1/111111//
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE i
FIGURE 3: `♦ �pN•,.....N,y��
i
ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94" P��.• �ICENs,�'•,
CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '•,�D
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _�.:• No.58705
IN PAIRS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND =-0
FIGURE 4: FIGURE 5: FIGURE B., �.�..� i GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL %�7 '• �
' (V
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T TE (V
• 6063-T5AND SEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 824" OF(C�''•.F<ORIDI;'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.1125- .••'•
• ANCHORS INTOETAL SHALL EXTEND AT LEAST SCREW THREADS CK AND A38.ALL
.04VIBEYONDTHE MATERIAL ��'s`, ,1%"
• 4110ANCHORSINTOWOODMAYBESTEEL,IBAS.S,OR410S.S. //�ONAL 0I) A71
• 1.25•X3.94"X.624• A.LYNNMILL�R,P.E.
MULLION FL P.E.#58705
TABLE 12A 1B
Mullion Capacity Table gbsfit7
Opening Width(for ver5ca0Y-spanrirg mullons)or Opening Height(for hod=nta*sp919tng mullions) ANCHOR Y
ADJUSTMENTT FORMORIK ULA: F
So In Sol. 70In e0 In BO in 1 W n 120In 1401n 18D he ANCHOR CAP.,o,�•
RectengWr lteplTdmg. Recanguler Trepndnrg NoofaegWa ltep/1dasB. Ractan9der TtapMereg. [17
mgular ltepridang. Rectengder heprDlarg. RectangWa itepRdmeg. Flectanpdar Tap/ideng rteewl9alar Tfepntle�. (DP:)X MULLION CAP.„„„„lj
2 x4x.26 Lo's`Zg I.-ling Loadng Lowing toedmB Loading Lowing Loadngbing U dng Loadng Loading Loadmg Loadng LoadStO Lmdng Leedng tsadng
Alum.Tube u Ta� 7i a� x & � & F P F F n a A• t z a 2 n t =ANCHORCAP.Mullion
�Y w
8)3 b. b E § b e 6 f g 6 9 aLT b 5 b g� b USE THIS FORMULA TO OBTAIN� THE•ANCHOR CAPACRY � asREQUIRED"CORRESPONDING242 h 170.0 020 170.0 435 170.0 744 170.0 478 170.0 NO 170.0 Sea 170.0 '992 170.0 519 1116 1".0 521 170.0 1240 170.0 521 1T0.0 14W 170.0 921 170.0 1735 170.0 521 170.0 1983 170.0 521 TO AN ACTUAL PRESSUREREQUIREMENT FORTHE O4en 170.0 Taa 170,0 624 170.D a5o 170.0 S81 170.0 B92 170.0 630 170.0 1133 V0.0 661 1273 170.0 en 170.0 1417 170.0 660 170.0 17ol) 1700 680 170.0 1283 170.0 680 170.0 2267 170.0 680 OPEMNG,WHEN IT IS LOWER J O
60.625 In 170.0 747 170.0 503 170.0 8% 170.a 631 17D.0 1048 170.0 684 170.0 1195 170.0 723 1345 170.0 747 170.0 1494 170.0 758 170.0 I793 170.0 756 170.0 2092 170.0 75S 170.0 2391 170.0 756 THAN THE MUWON CAPACITY541n 110.0 707 170.0 612 IM.0 ON 170.0 691 ITO.O 1116 170.0 TM 170.0 1275 170.0 803 1434 170.0 M7 170.0 1594 170.0 BW 170.0 1913 170.0 881 IM.a 2231 170.a fiat t7o.o 2550 vo.D Wf (FROM THE TABLE)OF THEo Z
SELECTED MULLION.IT WILL mWoQ
601n 170.0 885 17Q0 701 170.0 1083 170.0 797 170.0 1240 170.0 BID 170.0 1417 170.0 9M 1594 170.0 995 170.0 1771 170.0 1033 I70.0 2125 170.0 1083 170.0 2479 170.0 1033 160.8 2B80 iTO.0 1063 YIELD A MINIMUM ANCHOR C3631n 170.0 930 170.0 746 170.D ilia 170.0 85D 170.0 002 170.0 WO 170.0 1488 170.0 1015 1073 170.6 1076 170.0 1850 1TMM0 1122 170.0 2231 170.0 1109 160.7 2653 170.0 1171 145.9 2553 170.0 1171 CAPACITY WHICH MAY BE h WUSED TO QUALIFY ADDITIONAL Z
Wn 170.0 B74 170.0 7eB 17D.0 1189 170.0 903 170,0 1J64 170.0 1D02 170.0 1555 '170.0 tDW 1753 170.0 1155 170.0 19/8 170.0 1210 170.0 7378 170.0 1275 151.9 2437 170.0 12B6 1320 2437 170.0 1286 ANCHOR OPTIONS FROM THE
721n 170.0 1B63 170.0 678 I'M 1275 170.0 IOD9 170.0 1406 170.0 1125 170.0 1700 170.0 1228 170.0 1813 170.O 1315 170.0 2125 t70.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2184 IMP 153D ANCHOR CAPACITY TABLE Z �= g$ w
3 761n 170.0 1122 IMP 937 170.0 1348 170.0 IBM 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 IM 170.0 1421 148.6 INN 17a0 1505 123.8 1960 151.6 164a 100.1 1980 164.0 MIS 9" 1980 1S27 1531 � LU b �O
J R A rcQ
f 78n 170.0 1151 170.0 W7 170.0 1391 170.0 1116 170.0 1611 170.0 1250P47.2
1842 770.0 1369 1827 1W1 170.0 1471 /37.1 1W1 15a1 1500 114.5 1861 147.8 1473 S82 1861 139.6 1459 85.9 1891 137.E 1454 Q C0 s-
DOI. f70.0 13M 170.0 1144 149.1 1398 156.0 1210 127.8 1398 130.0 Me 1390 121.3 1170 99.4 1398 110.2 1162 89.5 1395 101.6 1147 74.5 1398 89.8 1122 83.9 1398 B2.7 1105 55.9 139e 78.9 lose Z Q
J
90 to 147.4 1229 151.5 1098 122.9 1220 127.8 1078 105.3 1229 111.2 10811221 98.9 10" 81.9 1229 89.6 1029 73.7 1229 824 1015 61.4 1229 722 993 52.7 1229 65.0 PIT 46.1 1229 921 987
� M � 9
10Sn f03.5 971 10Se 077 58.3 971 eB.O 862 Tao "1 77.2 M9 971 BSA 537 57.5 971 61.0 825 6I.a 971 56.5 815 43.1 971 49.0 706 37.0 971 44.0 762 32-4 971 40.8' 771 (n N gO C3
III In 83.4 9/9 97.3 a32 79.5 919 81.9 819 418.1 919 Me 806 119 62.9 794 53.0 919 56.7 784 47.7 gig 51.8 774 39.7 919 M.e T58 31.1 Big 40.2 742 29.8 019 37.1 732 to '
LLI
120 in 75.5 7W 7B.e T1a 82B 768 84.5 705 53.9 7Be 55.8 895 766 48.4 688 41.9 TW M.4 6T7 37.7 7W 10.5 Bab 31.5 iW 34.8 BSJ 27.0 788 31.0 641 23.8 T86 IBA 971 y y
I"In 43.7 6/6 44.2 504 38.4 516 37.0 498 312 '546 31.9 491 27.3 61a 282 48S 24.J 848 25J 479 21.8 348 228 474 162 549 18.5 4B4 18.6 518 17,2 455 13.7 618 16.9 MB V X Q
D "N Z N 1n
TABLE 12B
Slasirae 27k ODMMte 3k Coccde 3.5%Cara. Haim CNU FUM CMIJ PT WDDO Metal �� � ��3 K�
Anchor 3r1E Eko 1l4'Elco 3N6•DeWaB 1/4'Dewae sne•Eko 311C EIco 1!4'Eko 9I16 DeWaR VC DeWat 1/4'S9 Elco 5/1C Eko UC SS Eko qtO Steel 0125ted WI28ted
Capacity ArctOrrype U1l=.n UOsm Unmon. 11"Mcan ulhacon Ultsae U9sm ull-at. U9 sae.p ltY Aggeoata UBsae AggmGatbr sclew(Gs)sclew(cs) scree(O5) PRODUCT REVISED
abs) Edge OWerceQnY P 2-V? 1• 2-1/2• 1' 2-12• I- 2.1/I 3-VB• 1' 2-t/P' 1• 2-117 1' 1 2.7rI i' VN/A
2 3-116' 2' OAB• 0.SV 02W as eomp%Ing wIth the Florfda
Fst b'dmat "4• I3Yr ta/4' I-TC 1314- 1314- ta14' tal4' 2' 1-1/4' i.Vr 1-1W 1-114' 1.11C '1-1I4• 1-VC 1-1/4' 1 1C 2' tale• fare• um Building Code
2'Anchas®4.758 Min.O.C./Slardad aOrsel CUP ft 152Y 390 bs 390 Ms 450 lbs 890 bs 310IDS 630 bs 22D bs 8701M 1644 Ibs 27010s 280 0e 354 Ds 740 M3 230IM 370 bs 3201bs 3741ts 661 ms 946 bs 341 b9 442lbs 5W Ds NOA-No. 20-0406.03
4Anchas@26'0•MIn O.C./Stm=rd(or O04N)C6p(Fig.3) 7400ts 74008 SMtbs 1485 Ms 6MWs 12601t8 4m bs 173o bs 1424 Be WA 5fi01W NIA W5 its 425ib5 740 bs 675Its WA See Oe WA W2 Me 885 b9 112D IDS Expiration Date 05/26/2026
6Anctlas @ 1.71'MIn.O.0./Sfa hard(orOOset)CYp(Fig,4) B851bs O50 b 7Be bs 1946 Ds 705 bs 1890lbs 6W Ws 255E bs NIA WA m5Ibs NIA 7991te Bile log 11f016s 6191� NIA WA WA 1022 Os 1327 Ds 1SW Ibs .
4 Awhrs Q 3•Min.0.Q I(2)215 Angle Gips I(Fig.e) 780 bs IRS 69O bs 1560IDS 620 Ibs 12601m 440 bs 1740lbs 1896 bs b 95 Rs NIA 76028 4W Its 740 Be 6401bs 74810s 88D bs 189209 6"Me 885 bs 1120[be DY
6 AmMs®3'Min.0.C/(2)215Mge CaPs/(Fg.6) 1/700s 1170bs 102019sr.2340 Ms 9308e 18901ts 6W bs 26101D3 28M,Bs 81 Ds 84ann WA 11401m 6mlie Ilia lbs 960Its 1122bs 73mMs 2M to 1022 D9 1327 bs 1680 b8 Miami-Dade Product Control
3 Archers 501,W Min,O.C./U•Cap,Into.125'AMO.(Bg.Ll WA WA NIA NfA N/A NIA WA WA NIA WA WA NIA WA N/A WA NIA NIA WA NIA WA N/A 0731
6AMhas®O.6Y Mn.O.C./ULap•Imo.12PAlum.(Hg.B) NIA WA WA NIA N/A NIA WA WA NIA WA N/A NIA WA NIA WA NIA WA NIA WA WA WA 21 IDS
2AMhae Q 288•Mao O.CJ FLAP(Fig.9)1 SM IDS 370 bs 315 bs 743Its 310IDS 630 On 215 bs 885 bs 1 712 HIS WA ?BO b9 NIA 348 bf 213 8e 3A Oe 20811s 55 5 Be WA 440 W WA 341 IM 442 bs SW bs
3 Mctoa®1.71'Mln.O.C!FLa 10I 443 bs 526 Oe 379 9e 973 Me 353 bs W Os 304 ba 1270 bs NIA WA 353106 NIA w9Irc 2S1 bs 556 Oe Wil lbs 7M bs NIA NIA WA 511 me WA lbs Bd0 bs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4:
• • TABLE NOTES: 2000"
• • • • • • • k111111111/
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR aO N^I
• • • • • GENERAL INSTALLATION METHODS. �`� ••,. .,• 2j '�
..•' LICENSE•'/Cl
FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • 58705
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN 4'ODD No.
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SNOW SUGGESTED,APPROXIMATE HOLE
LOCATIONS. ZO
FIGURE 7: FIGURE 8: FIGURE B: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT %O'� a F
0111 IE
(FIGURES588) (CMU)SHALL CONFORM TO ASTM C-90.WOODSHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINEVVITHANSG OF0.55. � St • 0R10N-MUST BE USED ALUMINUM SHALL BE 6N3-T5 AND BEA MINIMUM OF.125THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045"THICK(18 TX4'X25•MULUON ''r,s/ON LIN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW l/ A THREADS BEYOND THE MATERIAL#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYtfPI�IILILER,P.E.
FL P.E.#58705
TABLE 13A
Mullion Capacity Table Q ANCHOR CAPACITY
-
Opening Width(foroer8caly-sparring mtllonls)or Opening Height(for horizorially-spamirg mdr1= is
ADJUSTMENT
60 in 601n 701n BO in 901n t00 in 120 in 1401n Ie01n F
ANCHOR CAP.,,s,e,
Ractangdar 7rap/Tdag Reel ding" TFep101ag. Rectengrdar TtL agng f�utingm TrLMd'ng RL sdInulm TL.,;I-0• Red®r014ar TrapRden9• RecMn9d• den& Reclmrpder TrepRdarg. Rectar9uler 7tsplhlerg ) '�
2 X eX.26 MULLION CAR,a„a,
Inadn9 lnedbg Loadig Laadtrg i9adnB Wadng laadng Lowing' Loading l»001ng l+oadng Leading Lsaduq tnadn9 Lmdn9 laedrg lOaMg LoadrtO
Alum.Tuba x r r x x r r r x =ANCHOR
is2. a a a.-. m 10^ oLO
d d d d d d 8 d U do d d� d do d d9 r3 d 3 ^ d oe d d d n o o d d c� ^ +3 0
USE THIS FORMULA TO OBTAIN N
b. S Q •g a �' ybt a �• g.g �R F fi•� g fi c E S 45a THE ANCHOR CAPACITY s UJ
REQUIRFA"CORRESPONDING z r� }
TO AN ACTUAL PRESSURE 1-
42in 1ro.0 820 170.0 435 170,0 744 1ro.0 Oro 1T0.0 BBB 170.0 506 170.0 lH2 1ro.0 519 170.0 1116 170.0 521 170.0 1210 tro.0 521 170.0 1458 170.0 521 1ro.0 1735 iro.0 62I 170.0 1893 170.0 521 O
REQUIREMENi'FOR THE J �
4S In 170.0 708 170.0 524 170.0 850 1ro.0 504 170.0 992 170.0 630 170.0 1133 170.0 Bat 170.0 1275 170.0 8rT 170.0 1417 170.0 080 170.0 Ina 170.0 680 170.0 I869 170.0 680 170.0 2267 170.0 890 OPENING,WHEN IT IS LOWER -7 O
SOMS In 170.0 747 170.0 563 110.0 SM 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 156 IMO 1793 170.0 766 17D.0 2ae2 1ro.0 7% 170.0 2381 1ro.0 7% THAN THE MULLION CAPACITY � a. U
a41n 17D.0 797 170.0 812 170.0 9% 170.0 Set IM.0 Ilia 17D.0 754 IM.0 1275 170.0 W3 170.0 1434 170.0 837 170.0 1594 170.0 B% 170.0 1013 170.0 ell 170.0 2231 170.0 801 170.0 25M 7ro.0 661 S LE THE TABLE}�OFTHE w o Z
SELECTED MULUON.R WILL m $ Q
60In 17D.0 e85 170.0 7DI 170.0 1003' 170.0 707 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1504 170.0 980 170.0 1771 110.0 iOM 170.0 2125 170.0 10ea iro.0 2479 170.0 1053 170.0 2833 170.0 IOM YIELD AMINIMUM ANCHOR
831n 170.0 e30 170.0 745 1fi.0 1118 170.0 050 170.0 1302 170.0 940 170.0 1486 170.0 I0% I70.0 16M 170.0 tole IM.O 1859 170.0 1122 170.0 2Z11 170.0 1189 170.0 2803 170.0 1171 170.0 2875 170.0 1171 CAPACITY WHICH MAYBE Z
USED TO QUALIFY ADDITIONAL 2
68 in 170.0 074 170.0 789 170.0 1169 170.0 003 110.0 1304 170.0 1002 iro.0 16% 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 IZIO 170.0 2335 170.0 1275 1TO.0 2727 170.0 12M 170.0 3f17 170.0 1288 ANCHOR OPTIONS FROM THE 7
a721n 170.0 1067 170.0 ere 170.0 1T75 iro.0 1009 11aa 1495 170.0 1128 I..0 17W 1ro.0 1228 /70.0 1913 170.0 131s 1ro,0 21zs 1T0.0 1397 170.0 2550 170.a 1488 1ro.0 29Ts iro.0 1529 1ro.0 34aD 1ro.0 15ao ANCHOR CAPACITY TABLE CO) 0
roIn 170.0 1122 170.0 837 1ro.0 1340 iro.0 IOW 170.0 Isro 170.0 1209 iTa.O 1794 170.0 taa 170.0 1019 1ro.0 1421 170.0 2213 f70.0 1505 170.0 289'2 170:0 1829 iro.0 3U0 iroD 1694 170.0 3569 +70.0 1705 J U.1
Q
g 781n 17U 1151 170.0 067 170.0 1381 170.0 1119 170.0 1011 170.0 1250 170.0 1942 170.0 1359 170.0 2072 170.0 1474 170.0 Z302 170.0 1564 170.0 2783 170.0 1700 170.0 3223 170.0 1717 170.0 36M 170.0 17M ¢ W O
001n 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1659 170.0 1498 170.0 V25 170.0 1653 170.0 2391 170.0 1793 170.0 26% 170.0 1919 110.0 3188 170.0 2125 t%.0 3413 1704 2273 136.5 3413 170.0 2381 Z j N
96N 170.0 1417 17C.a I234 170.0 1700 170.0 1434 170.0 1983 170.0 16a 1TO.0 2207 170.0 1794 170.0 2550 170.0 1952 iro.0 2tG1 iro.0 1e0.0 3lgg140.42MI
137.1 3199 168.8 2470 120.0 3199 INA 2 228 62.4 X 3199=1248 Ibs H �..Z W �
0 0
1 In 170,0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 a31 170.0 taro 170.0 25% 170.0 -a 1-.8 2181 170.0 2271 14a3 27a1 161.9 2333 123.E 2781 105.9 2781 1259 2234 02.1 278I 118.0 2190 160.0 y N o
M in 170.0 783e 170.0 1454 170.0 1. 170.0 1700 170.0 11 22M 170.0 1932 170.0 2621 170.0 2149 I51.8 2M2 Ie23 a4s 138.8 2832 148,4 2210 113.5 2832 97.6 2632 115.1 2129 05.4 2 X
12D in 17a.. 177t 170.0 1686 I70.0 2125 170.o IBM 154.4 2252 159.e 1991 135.1 2252 141.4 1964 120.1 2252 IZ72 1938 100.1 2252 110.1 1915 90.1 2152 T72 2252 e8.9 1838 a7./ 2252 61.4 1808 t0X
114N 125.1 1584 12a8 1445 104.3 150i 108.1 1125 89.4 1584 97.5 1407 782 1561 80.7 1390 89.6 15B4 723 1373 Bz8 1584 85.7 13% 521 15& .U.7 7%4 49.2 7305 38.1 1584 N.4 1283 Q tV Z Q Q
TABLE 13B go
-
Anchor z7k OorcnSe 3k Concrete 3.5k Cone. "a-CMU F9ee C6D1 Pr Wood Metaf -}4.
MOhOr 1M6'Elea 1/4'(Soo &Uft DeWelt i/4-MWdt Sib'Elco 3116'Ek. 1/4'Ehro 3M8"DeWell L4'OOWeR 1/4'SS FJco 5718'F3co 1/4'99 Eks tl103teel 012 Stetl M2 Steel S
Capacity Anchor Type: Utracm ut-on llnrecmw Nbacon• t90eeon M.- Un- 11NecOm tmracon. AggWOW Ulmon AggmGetor Seren(GS)St Senm(GS) PRODUCT REVISED
Qbs) Edge Distarwe M7 t" 2-1W 1' 2-17Z' 1- 241r 1- 2-10 3-lir I. 2-IW 1' 2-12" I. Z1W I" 24W 7 3.11V 7 0.46' D.6P 0.3W as complying with the Florida
Emtamram M7 13rP 1314' 1.3/4' 1.3sP 1.3r4' 1.314' 1J14" 1-T4' 2' 1-114' t-IW 1-1/4' 1.1/4' 1.114' 1.1/4' t-1/4' 1•iW 1.1/4" 1414- 7 I-ar I-W "a.. Building Code
2 Anchors C 4. Min.O.C.l Sbndard or Met C9p(0g,.Mr. 3901b9 390lbs 4.901bs 8%lbs 3101bs 830lbs 220 Ibs 810 The 16441be 2700n 280 na 3541be 740IM 2301es 3701bs 3201bs '580 Ila 3741bs 664 Ibe 9481bs 341 foe 4421bs waft NOA-No. 20-0406.03
4Archms 0 4.68'Min.0.4/Stmdmd(or Offset)Clip(Fig.37 760lbs 7801be 9001bs 1780Its SM ft 1260 na 440Ibs 1140 Ios 3232Ibs 5401bs 560 0a 708115e 148D Os 480 Iba 740 IM 640 0a 1180- 74810c 1272Ibs 1892 81s OU ors 865Ibp 11211ba Expiration Date OSI26/2026
8 Anchm C 1.71'Min.O.C.1 St ndad(Or C9ss0 mp(Fig.41 1180 Im f4W 2. 1010 as 2595Its 940 Its 2520 0a 810Ibs 3410Ibs WA WA a40 Os WA 10%Pos 9751bs 14801bs 825 ma 19701bs WA WA NIA 138316s 1770Ile =It. /0 1�2.,'
4 Archon(M3'MIn.O.C./�2 t5 Abgle Cape I(Rg.5p 780IW 760ibs 6801W 15W na 620 Its 12M ft 440It s 1740lbs IBM Ibs 540 Ifs 560 0a WA 7601bs 450 no 7401bs 1340 Ns 1160 @c 748 @s 9801be IBM U. B821bs as Ibs 112D IN By -Gi.�r
8A=hme 03'MIn.O.C.1(2)215Arg1a Cepsl(Flg.6):15600a 16608a 1360 Ns 31211b5 1240IN 2520 Ns 880@s 3480Ibs I 3792lbs 1080Its 11201bs NIA 15201bs SW103 14801be 128016a 2320@5 14961b5 1700 Ibs 3754 Ibs I36325 1770Its 22401bs. Mlaml-Dade Product Control
12 Anchors C IV ROn.O.C.1(2)26 Area Oips I(Flg.7):16601D9 210D to 1440 ig 2780169 1260 Ibs 37W Ibs 12M an 5100lbs WA WA 1320 @e WA 1500 255 960 tia 22201M 1140Ibs 298D ft WA WA WA 20451be 2654lbe 33W ft
4 Archon®1.34'Mln,O.C./UQtp,IMe.125 Alum(Flg.B7 WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA NIA WA WA 14301ba
8A.ho.00.6CMh.O.C./LLOIp,IMo.12SAlum(Flg.9k WA WA WA WA NIA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 28811M
2 ArchsT®4.88'Ran O.C./F-Olp(FIB-101: 390160 3901be 4%Ibs 310 ma 6301bs 220ID5 am lbs 16161bs 2M Is9 2W Da 3541bs 7401bs Me Ibs 3701be 32016s 68011a 3741Ds 830 ae B48 On 3411be 492 ko San 1be
4 Archon C 1.71'Min.O.CJ F•W .llr.1 590 Its I 700Ibo I 60811,s(j 1298 roe D 470 ors 1 1260 Its 1 4051W 1 1705Ibs 1 WA I WA 1 470Ibs I WA I 5M.M I 33B Ibs 1 7401bs 1 413Ibs 98S Ibs WA WA WA 882 Ne 88.S IM 11201bs
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ARMIM VALUES AS THE STANDARD CLIP.
TABLE NOTES: .250"
:CURE 1: FIGURE 2: • FIGURE 3: ' FIGURE 4: • FIGURE 8: FIGURE 9:.IGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEF25 FOR INFORMATION ON 2.000"
LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 ,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '� •'
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 6.0D0" •'.
• • • • • • • No.58705
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
FIGURE 6: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ; G
ANGLE _
' • • • • ' • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED V �'
(FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AMC-90.WOOD SHALL BE PRESSURE-TREATED %O.(\••., S TE OF ,:.��\
• • • • • • • • MUST BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60Gi-T5 AND BEA MINIMUM OF.12T i�s•'•'Z ORID�,-•'•\�`
• • • • • • • USED IN EICK AT LEASTE.126"THICKAND A36.STUDS TO BE A IMUM AL ANCHORS INTO METAL SMALL EXTEND A LEAST 3 SCREW EL TO '.,�5'/pNA�E��?�%
PAIRS.
A.L4k4MII1REi�,P.E.
THREADS BEYOND THE MATERIAL 910 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. y X a'x 2S MULLION FL P.E.#58705
TABLE 14A
Mullion Capacity Table 5fll'
Opening Width(forvet icalyspannIng moons)or Opening Height(for hotizontellyspafiirg mlfloro) ADJUSTMENT
ANCHOR CAPACITY a! o
501, 601. 7D In 501n Sol. 100h 12D in 1g0In 16D to ADJ IANCHTFORMULA:
eF
Ractangular TmprT0an9, Rectangular TmPritiang. Rectangular Trap/slang. Rectangular TmpTrlang. RatatlBWer Tmp7aarg. RettatgWar Tmp?daP RecmnBular 11e Dm (ANCHOR GIP.,,s,�, y�pJ1 F
Loading Ladlrg Laaain Load PlTdng ReaangWat TtLcodng Rancingur TLeadinng ( )X\MULLION � p•�m tl1
1.26"x T11" 9 Loading Loadkg Loarlig Laadng Lading Loading t4edlg loednB Laalrg laedlnq Lmdllg Lading ladng Loodlg lnaalrg 6Y
x.125"Alum _ r _ r F• _ r_ r r a, 6
Tube Mail may§ 'jyg�.p �g'_ =ANCHOR CAP.,,,
Ia . � O �" 6 ' O� Zi B � i5 8�' �� � ZSd Ja 8�• LD
N
6 gS• 6 6 b g3 6 g6 7� 6 6 6 55 Sg USE THIS FORMULATO OBTAIN T. ❑ Ui
@, dF d� � 41 11 11 d 1 1 11 1 $@ �. � � d S d# @ THE°ANCHOR CAPACITY � � F
REQUIRED"CORRESPONDING 0
42In 144.2 526 187.0 428 120.2 528 1489 419 103.0 6W 138.9 414 9e1 S28 134.6 411 Bat 529 134.1 411 721 US 134.1 411 60.1 528 134.1 411 51.5 528 134.1 411 45.1 Me 134.1 411 TO AN ACTUAL PRESSURE �
481n Sell 403 108.0 333 80.5 325 69.0 403 68.4 32D 60.4 4M 81.4 317 63.7 403 79.1 315 48.3 d03 76.8 314 493 403 78.0 314 34.5 403 Me 314 302 403 78.6 314 REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER : _
50.6251n 623 392 91.0 301 Me 294 5118 302 71.9 2e9 51.5 352 07.2 29S 45.7 362 e4.B 284 41.2 382 636 283 34.3 382 6.5 283 29.4 382 63.5 283 25.7 362 MIS 283 THAN THE MULLION CAPACITY
541. 67.8 318 74.1 207 565 281 495 318 57.7 258 42.4 318 535 2M 37.7 318 50.8 250 33.9 318 49.5 249 28.3 316 49.1 24R 24.2 318 49.1 248 21.2 318 49.1 248 (FROM THE TABLE)OF THE W O Q
4 SELECTEDMULLION.RWILL m Cn
0
3 sgfn 49.5 255 83.1 219 N.2 214 353 258 40.7 21D 30.8 250 372 201 27.6 258 34.9 204 24.7 25B 33.4 203 2A8 258 32.2 m1 17.7 25B 322 201 16.5 258 322 201 YIFIDAMINIMUMANCHOR ro
631n 42.7 234 45.6 200 Me 234139. 196 30.5 234 34.T 192 28.7 234 31.6 189 23.7 234 29.4 188 21.4 234 20.0 104 17.8 234 28.6 183 ls.3 234 26.5 163 134 234 26.5 183 CAPACITY WHICH MAYBE W Z
661n 37.2 213 39A 183 31.0 179 265 213 29.8 178 23.2 213 27.0 173 20.6 213 25.1 170 156 213 23.7 169 156 213 222 197 13.3 213 220 166 11.6 213 MCI 166 USED TO QUALIFY ADDITIONAL ❑ IL �: ❑
ANCHOR OPTIONS FROM THE Z $ WQ
72 In 28.e 179 30.1 165 219 179 258 152 264 179 22.5 149 17.9 179 20.3 147 16.9 179 18.7 145 -1
ANCHORCAPACfttTA[iLE.
76 In 24.7 161 2S.-0 1d0 20.3 161 21,8 137 17.4 181 1 19.0 135 15.2 161 17.0 133 13 Q
79 In 226 152 23.5 133 1 18.8 152 19.9 131 10.1 152 1 17.5 128 Q W s-• CD
CD
a Z N �1
TABLE 14B yoo
Sutalmle: 27k Concrete 3k Cbmrele 3.5k Cone.I Hollow CMU I Filled CMU I PT Wood Mete!
Anchor 3/18'El. 1J4'Elea 3/16'DeWall 14UR� 311C Elco 1/4'Elco 3116'DeVhB 1/4'DeWall 1/T S9 Elco 918'Eico 114'99 Ekro N109leel M26tea1 t126teel W IN
Aaltorry!>c: Ullns n Ultras Watson- U6raan U0r400n Umacmn Ulltecarl+ Agg.Getw UNaa Aggm6tor Betew(G5)9cmw(GS) Sctew(u5) w xAnchoy(Ibe) Edge Distaoa 0n): 1" 2.1/T' 1' 2-12 1' 2.1? 1' 2-11T 1' 2-112' 1" 2.1fr 1' 2-11F T 3.1/3" T 0.411' 0.54" 0324" )- N1a/4' 1314' iJld" 13l4' 1.3IC 1.L4' 1-1/4' 1.11'r 1.1/4' 1.1l4' 1.11P' 1-1W 1-iW 1-1/4- 1.114- 1-11W T 13R' 1318' lades V Q
4 Mttam®3'Min.O.G/(2I2t5Atgle C9ps/(FIB.1L 780 Ds 7801ts 6801Ds 15l;01es 620 tts 1260Its MO its 77401h 1896 ms 5101bs No ma WA TBO ms 480 @e 1 740 0m 1 840Itta 1160 D)s 74B ms BBO IM 1 18921ts I 682 Re BBS me 1120Ibs D_'` Z y
� 2
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Ho. 20-0406.03
Expiration Date 05/26/2026
TABLE NOTES' By 0:�
Miaml-Dade Product Central
1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. I ET •125"
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L �� N�( Y•N ��
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �� �,0,..-••..N,� I
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" T ``��,,'� \SCENSF'•.(�
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1.28'X 211•X.125'MUWON Q': •:��
LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL S14ALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) No.58705
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S.
CC
ONALNG�`•
A.LY S4lNLA P.E.
FL P.E.0 58705
TABLE 15A
Mullion Capoolty Table,(Ibse)
ANCHOR CAPAIITY
OpeningYNdth(fonS pemingmdlions)orOp•ningHe hi(forhD' Ilysplmr'rgmifone) ADJUSTMENT FORMULA: F
So 6, Bob 7o n Bob 90 In teD b 12o b UO b teD h ANCHOR CAP.
Redbngdar Traprrkimv. Reetenguler Tmpminng. Reetalguler T"ni.g. Recta raplTdmg. Reelengular TrpJTdane• ReAengul rap/Trt•Ig. Ratengula Trapmlerip. ReelargNer TrapllFlan9• Recnnguler Tnpl7dmn9• (DT;m)X
MULLION CAP.,,,.,,,r
3.26'30 Leadbg leadtg Lesdb9 Loadng Leafing Lcadn9 loafing Loafing Londbg Loadng Loafing Lomdrg Looting Leming Leafing Loading lee1n9 Leming li
DEG.AL T12
,g• 2r 2e 1^ Z• a a ):• a z> 2> a 2: D 2" x a a a _ a a _ a _
^ ^ •^ !• y. y =ANCHORCAP,,,,AYMULL aq ac
.. a.. •� o& a q.. a a r, mm9^ :^ USE THIS FORMULA TO OBTAIN s O Lli THE"ANCHORCAPACIT'REQUIRED"CORRESPONDING z
TO AN ACTUAL PRESSURE 0
421n 170.0 1 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 W 170.0 1483 170.0 521 170.0 1735 170.0 521 149.1 IT40 170.0 521 .--3 Q
REQUIREMENT FOR THE
40 In 170.0 708 170.0 524 170.0 WO 170.0 SM 170.0 M 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 On 170.0 1417 170.0 680 1522 I= 170.0 680 136.5 1522 170.0 890 114.2 11M 170.0 so OPENING,WHEN IT IS LOWER 7 =
W.6251n 170,0 747 170.0 SW 170.0 M170.0 W1 170.0 t01fi 170.0 fi84 170.0 1195 170.0 723 170.D 1345 170.0 747 194.2 1443 170.0 758 138.9 1443 170.0 756 117.3 1443 170.0 756 1026 1443 170.0 756 THAN THE MULLION CAPACITY Z
(FROM THE TABLE)OF THE W o Q
sob 170.0 797 170.E 812 170.0 956 170.0 891 170.0 1118 170.0 75l 170.0 1275 170.0 Boa 1 160.{ 1353 170.0 837 14{.3 1353 170.0 fish 120.3 1357 170.0 881 1W.1 iJ53 170.0 B81 80.2 IJW 170.0 661 SELECTED MULLION.IT WILL CO M
60 In 170.0 585 170.0 701 170.0 1083 170.0 797 167.0 1218 170.0 878 146.1 1218 170.0 944 129:9 1218 159.6 935 116.9 t218 152.1 924 97.4 1218 146.1 913 $3.5 121g 145.1 913 73.1 1218 148.1 913 YIELD A MINIMUM ANCHOR y 1O W
W in 170.0 0J0 170.0 745 170.0 1118 170.0 M 150.2 1150 168.8 933 131A 1150 153.0 914 116.9 1150 141.9 898 105.1 1130 134.2 SM 87.6 1150 126.7 $71 75.1 1150 125.2 070 S5.7 1160 1262 M CAPACITY WHICH MAY BE � W Z
USED TO QUALIFY ADDITIONAL D. �, p
66 In 170.0 171 170.0 7" 112A 1048 1W.8 881 130.6 1048 148.6 884 114 048 133.1 850 101.6 1048 123,4 830 01 048 116.6 830 752 1045 INA 021 65.3 1048 108.2 etc 57.1 1048 1082 818 ANCHOR OPTIONS FROM THE Tt W
72N 140.6 880 147.9 784 117A 860 128.0 74e f00.e 880 1f0A 734 88.0 8B0 00.0 722 782 860 920 71 .4 B80 2 TW SA7 O80 T92 893 50.3 BB0 76.s 6SS M.0 880 78.4 888 ANCHOR CAPACITY TABLE. = 7¢� tT Q
-4 7 119.7 790 125.1 690 99.8 790 106A 078 85.6 700 W.3 BW 74. 80 83.8 852 6a5 7B0 78.8 843 SH. W 71.7 6J5 4a8 780 fiS.l @4 42,6 780 82.1 gig 37.4 780 61.5 017 dB 65
Q N781n 110.8 750 115.5 651 B23 750 98.1 644 79.1 760 85.9 832 69.2 750 77.1 621 61.5 760 MA 012 55.4 750 65.7 605 462 750 JE750 56.2 58B 34.6 760 55.5 586 Z Q Q � m
901n 72.1 5W 14.4 600 60.1 563 629 491 51.6 5W 54.8 483 45.1 553 49.9 475 40.1 5W 44.4 ail 38.1 583 40.9 482 30.0 5W 503 33.3 445 22.6 563 31A 442BB In 89A 49S 81.1 143 49.0 493 51.5 435 42.4 495 14.8 427 37.. 495 39.9 421 33.0 491 36.1 411L 29.7 495 332 409 24.8 40 95 26.6 394 18.6 495 25.0 39D LUO O
1Win 41.7 391 42.6 3W 34.6 Slit 36.9 J48 28.6 391 J1.1 3/2 28,1 391 27.6 337 232 391 24.9 333 20.9 391 22.0 328 17.4 391 391 17.8 315
III In 38A 370 39.2 335 370 370 33A 330 27.5 370 28.6 325 24.0 370 25.3 320 2fA 370 7L8 316 19.2 370 20.8 312 10.0 370 W LU � y
1201n 30.4 317 30.8 288 25.3 317 28.0 284 2f.7 317 225 280 18.0 317 19.9 276 18.9 317 17.9 273
1441n 17.6 220 17.6 203 Z O to
TABLE 15B �
Subalmle: 2.7k Concrete 3k Ceix.le ask Conn. Hall=CAN Filled CMU PTWWd Metal .PRODUCT REVISED
Mellor SUS'Elco 1/4'Elco 3/78'DeWelt 1/d'OeWeO sts'Eko4.A
1/4•Eko 311g'UeWnit 1/4'OeWeil 1/4'99 Bm 5/18'f7co 114.88 f]co 6109teef #123tee1 61291etl as complying with the Florida
A>CborTyp' Nimeon lmreean UllrecaM Lin— UBreccnuIrm. UmreeoM lntreeon� A UlbeeM A Buliding Code
Capacity gga6ewr ggreOeUr screw(OS)6oraw(06) screw(a51 NOA-No. 20-0406.03
(IpB) Edge Ltieterlca 6nk 1' 2-1/Y' t' 2-1W 1' 2-1W 7' 2AW 3-116 2' t' 2-1? 1' 2-1/2 1' 2-1? 2 3.1B' 2• 0.48' 0.54' aw
Embedment Mk 14W tdl4' 1�14' I-W' 14W' 1314' 1;y4' r 4" 1-1/4' 1.1/4' 1.1/4' 1-1/4' 1-114' 1-1/4' 1-1/4' 1.11W 2' I-W 1.'W teem Expiration Date 05/26/2026
2 Amhom Q 6'Min.O.C./(2)2k5Annie clips/(Fig.1k 390lbs 3W 10s 450 890 MS 3101m 630Ibs 220 W 670Ibe 1700 fos 1m 350 Rs 740 R6 2301ta 37016s 3201bs SBOIM 3741R4 720Iba 946 6n 341It. 442 P. 5W Re
4 Aneeas afS Min.O.C./(2)2k6 tinge Clips/(Fig.2k 7801M 7801ba 7So 8n Ba71d1 128D lb. 4401he 1740 Qo 2575 Rm ibs NIA 11201bs 4B0 Ibe 740 Rs 840 Ite 1160Iha 748Ibe 880IDe 18921ba 8821ba 8851he 1110 Rs By
BAmhm Q2-7.11'Mb.O.C./(1)2k6 Angle Clips/(Fig.4k 112D Ra 1120 fix 958 Da 22981M 930Iba 18901ba 8401he 259E Ibe 22341m1m NIA 10591ba 6461he 7110 Ra B791be 167E Rs WA 13201De WA 70221ba 1327IOa 180D Ra 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 24 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
11111111
3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS
1-23. .125° _ � y LYNN��,,�
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `�� �N"""'• �
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30"
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - :•
• • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" -O `
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.OAS"THICK(18-GAUGE).STRUCTURAL STEEL TO BE AT 30'FiAY -�[/ �0
LFAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION �,�'•• S A OF
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ��5..,-a�ORIDP.•''G\�:
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS.
NAL 1t�
A.LY,f 1L1' P.E.
FL P.E.#58705
TABLE 16A �p
Mullion Capacity Table 0x4 ANCHOR'CAPACfrY
Opening Width(for veedca*sparvirg mrifforls)or Opening Height(for horizorte*sparntrg muMom) ADJUSTMENT FORMULA: 0 o
50In 60 in 70 in OO In 90 In t001n 12D h1 140h 160tn ANCHOR CAP.,,,,,,,, yu��iT F
Rectengder T�rIldm. Relengulor Tmp/IWM Rectarglu 7te Meng. Rectengder Tn,pilllang. Rectangular TroprMang. Rectangular Tmp1Tdag, Rectangular Tn,p/Tdog. Rectengder TmPWdeng Rectangular TIe,Il ag. (O_)X MULLION CAP.,e,_% >~
3.26"46 leaden Loedrg Load4g LeeGn9 laedrg Loading Loader Lcedog Lowing Loadrg� Loaft Leaft Leaden Lowing Loading Laedrg lowing Loedn9 LoY A w
DEG.AL a n a r n a 2r a a a a b
m a., m m,. a .-. .-. o i a �' �' Zr x A ,� g^ �•_ a• D a -ANCHORCAP.w °C
BAY MULL S a a� >' �� � � `- � �-
e 2g � � N
L17O.0
a gQ � �q USE THIS FORMULA TO OBTAIN p Ld
� 8. gj 5 5 • B 5$& 6 5 y g THE"ANCHOR CAPACITY
�Ad`a°r � d` � REQUIRED"CORRESPONDING Zazm no.o 6m troo 43s 1roo 7u 1ro.o 47e ese nao sae no.o s92 no.o sta no.o tt19 no.o szt tto.o tz4o nao szt 1ro.o 14ee 1ro.a szt tro.o t7SS 1ro.o szt iea3 t671 tro.a sz1L PRSSURE
REQUIREMENT FOR THE
4814 170.0 708 170.0 524 170.0 SM 170.0 %1W2 170.0 630 170.0 1133 170.0 681 110.0 1275 170.0 877 170.0 1a17 170.0 gag IM.7 1037 170.0 beg 146.3 1837 170.0 gag 1220 te37 iro.0 Be0 OPENING,WHEN R IS LOWER 2soszsm ne.o 7{7 no.9 sea no.o 898 tro.9 eat tole 17ao 6e1 170.0 1t9s +ro.o 723 170.0 t3{5 no.o 747 1ro.g 1494 1ro.g 7ss" urt usz 170.0 Ise 129.1 tssz tro.o Ise 1ta/ lssz 1ro.a Ise
THAN THE MULLION CAPACITY 2 It Z
(FROM THE TABLE)OF THE W o Q 54In 170.0 707 170.0 612 iro.0 W 170.0 691 170.0 1115 170.0 754 170.0 12/5 170.0 803 170.0 14M 170.0 937 1552 1455 iro.0 558 i2B.3 1455 170.0 Bel 110.6 1455 170.0 Bat 97.0 1455 170.0 881 m C1
SELECTED MULLION.IT WILL
601n 170.0 505 170.0 lot 170.0 1063 170.0 7W 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 1615 094 1W.6 1309 157.1 get 59.8 1309 157.1 982 7A0 1309 157.1 902 YIELD A MINIMUM ANCHOR rA CD W
CAPACITY WHICH MAYBE Z
831n 170.0 930 170.0 715 770,0 1118 170.0 650 1B2B 1247 170.0 940 112.5 1247 181.5 963 126.7 1747 152.8 985 114.b 1247 iM.3 952 85.0 1217 1382 938 01.4 1247 135.7 935 71.3 1247 135.7 939 W
' USED TO QUALIFY ADDITIONAL EL
86 In 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1100 1817 965 120.9 1190 147.8 945 115.4 1190 130.5 928 103.9 119D 128.4 014 88.8 1190 119.5 895 74.2 1190 118.1 093 84.9 1190 118.1 093 ANCHOR OPTIONS FROM THE Z CO) W
c 721n 181.6 t010 159.3 8" 1341 1010 U4.8 859 115A 1010 127.2 B42 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 e07 67.3 1010 90.8 795 67.7 1010 87.8 700 50.5 1010 e7.7 789 ANCHOR CAPACITY TABLE J 0
78In 137.4 906 143.6 792 114.5 908 1228 775 95.1 909 107.1 761 85.9 908 962 749 78.3 906 8e2 73e 8e.1 806 823 729 67.3 906 74.7 718 40.1 008 712 710 429 800 1 10.0 708 Q O
7-8In127.1 081 132.5 754 10.5.9 eat 1725 738 90.8 881 98.8 725 78A 881 88S 713 70.9 am81.0 703 83e 861 75A 884 53.0 eel ae.1 881 45./ 861 84.5 e75 39.7 BBt BJ.7 872 F Q Q
CD
90In 827 ISM 65A 574 e8.9 648 72-1 584 59.1 646 62.9 654 51.7 648 58.1 545 48.0 848 50.9 537 41.4 648 47.0 530 34.5 819 41S 519 2BS 8/8 3a2 511 25A 046 38.5 507 ¢ m Z 00000d
g8N 682 566 1 M.1 sine 56.5 See 59.1 499 48.7 568 51.4 491 42.0 568 45.8 453 37.9 S6E 41.4 476 34.1 565 '38.1 470 25.4 5e6 33.4 4 99 24.3 508 30.5 452 21.3 566 28.7 447 �j � O y0
.1051n 47.9 449 48.9 405 39.9 449 41.2 399 342 449 35.7 393 29.9 449 31J 367 28.0 449 MR 382 23.0 449 29.1 3T7 20.0 449 22.7 388 17.1 449 20.4 361 16.0 449 18.9 356 W W a
1111n 14.1 125 IS.O 365 36.e 12a 37.8 37B 31.8 475 328 1 373 27.8 425 29.1 387 24.8 425 782 362 221 425 24.0 35e 1e.4 425 20.7 350 15.e 425 18.8 30 Of W Y
a co
1201n 34.9 364 35.5 331 29.1 354 29.8 328 24.8 354 25.8 321 21.a 384 228 317 10.4 384 20.5 313 17.5 364 18..r 3W U Q
1441n 20.2 2S3 20A 233 18.8 253 17.1. MG d.� z Cn co
m
g 0
TABLE16B -
8ubsgde: 27k Concrete 3k Concrete 35k Cone. Hollow CMU Fffed CMU PTWood Mde1
Anchor Anchor 3118'�00 174'Eleo 49umvW
114'DeWalt 6r18'Elao 3r19'Eleo 1M•Eko 3/16'Dewen +/a'lkwdt ir4'SS Eko 916'Elco 1r4'SS Eke a10 Sled 012 steel a12 Sled PRODUCT REVISED
CepeGlly Type' Uln,00n Uln,con lA mcoM Utn,con U6n,con Ult econ UOacon+ lgtn,con+ A;%dor Utrecon AggeGalot Score(G5)San,w(W) Sen,w(GS) as compiling with the Florida
Budding Qode
(Ibe) Edge Dietarue MF 1' 2.7? 1' 8112 7• 2.112' bVe' 1• 2-1f1 1• 2-1? 7' 2-72 1• 2-VZ 2 1-1B• p 0,49• 0.e6' 0.37A• NOA-No. 20.0406.03
Em4dm¢rd ML 73r4' +•314' }3/4• 1.Y4• 4• I " 1.3w 2 1-1/4' 1N4' 1-VC /-V4• 1.1f4' }1!4' }t/4• 7-1l4' 1.11P 1•VP 2' 1.1r8' I-W Won
2AnchoreQSMJn.O.C.r R)Zr5Anne C1pe/(Fig.17 390Ibe 3901bo 4501bs 690lbe Ibe 2201bs am lbs Moms 270 ors 90Ibs WA ka 740Iha 230 ks 3700n 3201bs 58016s 374lbe 720 ft 9460n 341166 442Ibe 5607. Explration Date 05/26/2026
4 Anabom 0 38.Nn.O.C./(2)275 Anne Cope/(Fig.2): 7801& 7801bs 790 0n 1u7o in, Ibs 4401be 1740160 25251M 5401belbe 8801be iB92Ibo W21b. 8851be 1120 Ibo6 Archon,0 271'Miry O.C./ 2t5 Angle Clips r(Mg.3j 1120Ibs 11201os 958 ac 2248lbs fss -1- 2598 Nn 2254 Ne WA 840IDo WA 10591be 846 the 111016e Bro Ire 16/81an WA 1320 ka WA 10721hs 1327 the 16g0 ka By
M18m1-Ueda Product Control
FIGURE 1:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
t1111/1/
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-M. �� any LYIV<l7�'
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
• • • • .126'QMULLION
` 4,� /
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ttCENSF'•,C��:i
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED * No.58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTMI C-90.WOOD SHALL BE PRESSURE-TREATED - •'
• • • - • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•TS AND BEA MINIMUM OF.125" ����
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.OW THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT
LEAST.125'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND ��0 TE OFO
• • THE MATERIAL 0108#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. � ••,'oCOR101`,.•'
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. %S'S/ N�• � �\G��
///ANAL tt��
A.Ll MIL'LtL�t,P.E.
FL P.E.#58705
T. r--
1.00D" '--- I-1.o60^-•1 F-1.z50"--{ .122655" LII r 1.266^- (--j 1.000• --j 1.000" a3i7"
25'
2.750" 2.750' 25" 3.188'
.125" .125" . " t
2.(0" 2.00D Tp •12SZile"
tzs 5125'
37 ZL - 1T T
®NN hppti
YQ 0 1
iat
T T 0)
1'X2'X.125'MULLION 1'X2"X.375'MULUON i'X2.75'X.376'MULLION 1-X275-X.650•MULLION 1•X3.126"X.6'MUW0N 1.25X9.188'X 165'MULLION 128'X 2.11'X.126m MULLION Q
6063-T6 ALUM. 6063-T6 AWM. W63-TG ALUM. 6063-T8 ALUM. 6083-TB ALUM. 6083-TS ALUM. 6083-T6 ALUM. S
XSECTION XSECT10N XSECTION X-SECTION XSECTION XSECTION XSECTION W Q O I'••
m Z o co
FQ•• IO m z
II A
TABLE A z WSTANDARD CLIP 2X5 ANGLE CLIP Z��'ECT10N 6083-TB ALUM. Dhnenslon Value(In) For Mullion:2.000' 2.125" �XSECTION U-Clip2.00D" XSSECTION Q O
6063•TB ALUM. I .125 B 2.854 1"X2'X.125' Q a Z
.125" XSSECTION L
Aluminum Z Q N m
C 0.895 ��Mullion Z
125•�I € D 0.740 QZ
-I.740"F^ A 1.125 W z o 0
5,500" B 2.404 1'X2'X"37S W O Y
CUT HERETO .375" Aluminum
.376• 3.125" _CREATE FCUP.SEE MIN. f F- 5.000" C 0.635 Tube Mullion U � Q
MIN. DETAIL F.SHEET4 .375 MIN. D 0.490 Q g Z O p
.338"MIN. A 1.875 a �p u)
r-------� r-------� T X2.75"'X _ w
I I I A I "UP A ---_-_ B 3.000 Y b' t
L_ 757
____-J L_______J e083-TB ALUM. `- --------------- .375Aluminu
TOPVIEW 2X 83-TO
UM. C 1.116 Tube Mulliof1
8083•TB ALUM. D 1 118 PRODUCT REVISED
�- TOPMEW as complIIn with the Florlda
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1.312 1"X2.75'X Bu11ding Code
6063-TS ALUM. DASHED BOUNDARY.SEE SHEETS 6.18 FOR THE NOA-No. 20-0406.03
Z�-.-R OF ANCHOR HOLE MUST LIE TOPVIEW Z!�.ER OF ANCHOR ANCHOR O.C.DISTANCE MAXIMUM ANCHOR B 3.000 .650'
IN THE DASHED BOUNDARY.SEE INMUSTTHE LIEHOLE DIAMETER ANCHOR DIAMETER+IMS. C 0.476 Aluminum Expiration Date 0512 6/2026
SHEETS S17 FOR THE ANCHOR O.C. IN THE DASHED
DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0.838 Tube Mullion 6y
DIAMETER:ANCHOR DIAMETER+1118•. SHEETS 5.17 FOR THE A 20W MIam tro I-Dade Product Conl
ANCHORO.C. TABLES
DISTANCE MAXIMUM POT Part# B 2637 1'X 3.125 X
.500"Alum
ANCHOR HOLE Mull Dimension(sheaf Tube Mull
5.500"� .375" DIAMETER: 1116". Mullion Std.Clip O11set Cllp ll Cllp Angle Clip C 1.137
.375" MIN. DIAMETER+ilia'. D 1.137
MIN. V X2"X.126"(5) 66605 666113M 6661118M 666243M 666511M A 2.625
r__-- ------r------------ 1"X2"X.375"(6) 666ODS 668114M 6661119M 666244M 66BS12M B 3.262 1.25'X3.188"
I I i 1"X275"X.375"(7) 66607 666115M 6661120M 866245M 6B8513M C 0.862 X.265"Alum
I l ��Mull
"X2.75'X.65W(8) 66608 666116M 6661121M SM46M D 1.782 It tt u l 1171II
,...�,IV
--- ---i O i 1"X3.125"X.5DD•(9) 66637M 6661116M 6661114M 668242M 666515M 1.28'X2.11' `` ��•''.ICENSF�l���
I ---J 1.25 X3,188"X.265"(12) 66841 6681117M 6661113M 668241M 666516M A 1.813 121'Alum
� __ Tube Mull _�.: No.58705 •.
L-------J I - 1.26"X2.11"X.125"(18) 1 89370 NIA NIA WA 686517M
OFFSET CLIP -
C NOTES: �T] H �Q •��`
,125" 8083•TB ALUM. %� TAT OF
740• I TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.' i��S•.,'"to I,•,•G��1��
2)SEE SHEETS 5-9,12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. �� C)NAL
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN MILLER,RE
FL P.E.#58705
-{ 1.000" t.000" o6z°-1�
740" R
.083" .385 i �t td
.062" •I}-I, 125" --I F-.125"
062^ °� F
.438" "III
4.000" I .125"STANDARD CLIP p
4.000' R-1
4.000' 2000" I Y ua
2.625" 6083-TS ALUM. 2.125" 2000" b
UCLIP 2X5 ANGLE CLIP
25" XSECTION 6083-TB ALUM.II 6063-TB ALUM. XSC-CTION .125 N.125" .125' ta
•12.' - X-SECTION C].031� O � IW.125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE Jy375" '1�" .375" DASHED BOUNDARY.SEE SHEETS 10-20 FOR THE �ANCHOR O.C.DISTANCE MAXIMUM ANCHOR N
1'X4"X.125^ 1"X 4'X.375' 1.X 4^X.375° 5 500" HOLE DIAMETER:ANCHOR DIAMETER 1/18°. to y 0 o
MULLION MULLION T-MUWON m p LU
SW-T6 ALUM. 6063•TS ALUM. 6063-TB ALUM. CREA E F-CUETOP.
5'�� 375" Z In W
X-SECTION XSECTION X-SECTION .375' 3.125" _CREATE,SHE,SEE •375" O O Ve
MIN. � DETAIL F,SHEETS rL �
MIN.
OW
� 1.250" " YZJn
•Z
T�JEN
94 .375 L0U
1.59 u -------- -------- CENTER OF .
v ANCHOR HOLE 1 375"
Q o��•
YQTo0�101 MIN.MUST LIE WITHIN I a Z
THE DASHED I ¢ O
BOUNDARY.SEE 0
SHEETS 10.17 1
FORTHE Zi y Z
ANCHOR O.C. Qpp
.100" DISTANCE 3.94° Z
MAXIMUM.1003.250" ANCHOR HOLE Uj OIt
DIAMETER: W
ANCHOR
.10 DIAMETER+1/16'. O 062 2X5 ANGLE CUP 0< D
-T6ALUM. TOPVIEW.820" 0" 624" r STANDARD CUP UCLtP 6063-TBALUM.
1.250' 8063-TBALUM 8063
•-i 820 WNE DASHED BOUNDARY.SEE W TOPVEW
TOM 1.26"X 325'X.100" 1.25"X 3.26'X.624' SHEETS IO.I7 FOR THE ANCHOR O.C. PRODUCT REVISED
MULLION MULLION 1.25'X 3.94'X.624" TABLE C TABLE C,CONT. as complying wNh the Florida
MULLION DISTANCE MAXIMUM ANCHOR HOLE BYII4IIn
600SECTT N 800SECTIONALUM. Dimension Value On)For Mullion: Dimension Value On)For Mullion: g Cotle
XSECTION XSECTON 6005-T6 ALUM. DIAMETER:ANCHOR DIAMETER NOA-No. 20-0406.03
X-SECTION F 3.887 1'X4"X F 1.938 125'X32S
G 1.000 .125, G 0.500 X.624' Expiration Date 05/26/2026
3.469" 5.500" --�{ H 2680 Aluminum H 3.250 Aluminum
2.661' 375• I I 3.000 Tube Million I 3.260 Tuba Mullion BY
1 877" .125" •375" F 3.187 T X4^X F 2.825 1.25 X3.94" Miami-Dade Product Control
1:37T� '1 1 MIN. G 0.757 .375' G 1.125 X.624'
�_-_ -_-� �-------., H 2430 Atunlmtm H 1.500 Aluminum
I I 1 I 1 3.0W Tube&^T I 3.250 Tube Mullion
1 F 2250 1.25'X32S. F 2.813 30'Be Mull
I I I I G 0.750 X.1D(r F 2.875 45'B Mull
:125' H .1.500 Alunirnun
.125' 45' 2250" i i I i i I
30^ i i I j H j I 1990. 7116e MliOon
1 I I I I
3.25015'BAY MULLION 3250' 1 I I I TABLED 1I+1111/////
30'BAYMULUON 6083•TSALUM. I
6083-TSALUM. I X-SECTION I Mull Dimension PGTPoltrr I�`��Qy.......li NM �•i�
X-SECTION I (sheets Mullion Std.OIP Olhet Cl U•CIID Angte.plpC1�,.•- LICENSE•�(�
"OFFSET CLIP 1"X4"X.125(10) 69384 688111M 6601122M 068241M 666516M No.58705 •�1 .125" 6083-TB ALUM. 1"X r X.37S(11) W610 666112M 6661123M 668242M 866579M
.228"j 1--.981"--� •226"�F^.961"-� .740"
G 0TOMEW 1"X4"X.375"T(11) 66663 686112M ON1123M 606242M 886519M - �_ -
NOTES: Ct 1.25"X3.25^X.10W(13) 2016=312 6WIIZ7M 6081124M W82410M 6605115M '.• y Z O �`
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. I.25"X325"X.824"(14) 20161120315 6601128M 6681125M 6882411M 6885116M CO). , TE F ; (V`
1.25'X394"X.624"(16) 20102 0081117M 6Wl126M 688241M 666517M' :C� -'•'40RIDI:-.••G\��\
2)SEE SHEETS 10,11.13.15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. /� `
30 Degree(19) 68849 WA WA WA B6B5110M �S�Q ��`
�� NJ�AI lLt I I
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degtce(ZO) 88850 WA WA WA 8685,11M A.LY,i NII�ER,P.E.
FL P.E.#58705
TABLE E
Mull Dimension PGT Part# a
(sheet#) Mullion Std.Clip U-Clip Angle Cllp I '�r•1 " I --j f'--•125" --I�.125^
2'X 4"X.25'(16) 66602 666261 M 666271 M 66651127 IT qa
2'X61X.25"(17) 66504 666262M 666272M 6665113M I STANDARD CLIP I U-CUP I 2X5ANGLECUP
2.000" 6063-T6 ALUM. 2125" I 6063-T6 ALUM. S063-T6 ALUM.
NOTES: XSECTION XSECTION 2.00W X N
SECTION
I I
Lo
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125" 125" 125" a N O F
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. co lL
2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE
HOLE LOCATIONS. 1.49W
Z
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. J co
5.500" TA
CUTHERETO 5.000' 375" W O 3• CREATE F•CLIP,
2.000° .375" t _SEE DETAIL F. .375" rY .376" ��MIN. m Z co W
MIN. SHEET4 MIN.
------ ------- -- --
z
r------- ILU
] LU .
----------
a LZ
4.000" I I ¢ Zi r. C
.250" 3.438- rY +• 3A38" i---------
2'X4'MULLION I I I Z U Q a m
8063-T6 ALUM. I 3.43W I I F- Z Z D..Q
XSECTION I I I I I O
I I I IL
I .375' - Z
�f=
----' -- -- L---------------------i MIN. W O
�- STANDARD CLIP QOU-CLIP,BOBS-T6ALUM. 2X5ANGLECLIP
OFANCHOR HOLE MUST LIE 6063-T6ALUM. SED FOR 2'X 4'MULLION.SHEEP 16 CENTER OF ANCHOR HOLE MUST LIE 6063-TBALUM. ¢ Z250' THE DASHED BOUNDARY.SEE TOPVIEW WITH IN THE DASHED BOUNDARY.SEE TOPVIEW21 O��rUI-11
IL
SHEETS 18.17 FOR THE ANCHOR O.C. TOPVIEW SHEETS 16.17 FOR THE ANCHOR O.C. -
DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER+1ry6'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16°
SHEETS 16-17 FOR THE ANCHOR D.C. PRODUCT REVISED
5.50T DISTANCE.MAMMUMANCHOR HOLE as complying with the Florida
CUTHERETO DIAMETER:ANCHOR DIAMETER+1116'. - Building Coda
-Hr�-
375" 3.500" --I CREATE F-CLIP, 5.0�" NOA-No. 20-0406.03
I SEE DETAIL F. •MIN.376' 376•
MIN. r-SHEET4 MIN. MIN. E:pimtlonDate OS/26/2026
- .376'
G�
r----- --- ------ By
-- -- -- - -----------
I Mlaml-0ade Product Control
I I I I I I
I I I I I I
I I
I I
1 I
I I
I I I I
6.000" rt I -L 4.688" I I
.250" -I - --r-- - I @ +
5.438' rt +--------I
I I
5.4 \111111111////
38" 5.438" I
2"X6'X.25* i 1 { i i ��•.•' �ICENSF .,(��
MULLION S
6D63-T6ALUM. I ; ; _ : No.5870s
X-SECTION
I I I I I .375'MIN. - *-
`-------- -- --- --' -- - G7•
.250" STANDARD CLIP U-CUP iCCS•'•;c�ORIDI.,.•'
6083-TS ALUM. 6063-T6 ALUM. 26 6 ANGLE ALUM.
� S+' �G\�
6 PVEW .,//ONALONt��
TOP VIEW USED FOR 2'X 8'MULLION.SHEET 17
TDPMEW A.LYNN MILLER,P.E.
FL P,E.$68705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-IN.THE OPENING REQUIRES A DESIGN PRESSURE OF+80.01.60.0 PSF. g�
NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABMTHE MULLION LENGTH IS 72°AND THE OPENING WIDTH IS 32'+32+1-=85",REFERENCING SHEET 25,THE COLUMN USING
--- RECTANGULAR LOADING MUST BE USED.SCANTHE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE W WIDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED �i 0
DESIGN PRESSURE OF+60.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZEAVAILABLE. G' o
-SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375"MULLION(LENGTH=72",OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD
FENES7RAT10N SHEETS NOT BE SUITABLE FOR THIS APPLICATION. Y} y
PROOUC79 SHEETS
APPROVAL 2•3
FROM TABLE 4A,SHEET 8,THE 1'X 2.75 X.650°MULLION(LENGTH=72',OPENING WIDTH=707 HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
7r OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
MULLION N
LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 8
Z O
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL 07 1N
LU
oETAIIs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL _
E. APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? �
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE THE DESIGN PRESSURE AS+REQUIRED W F50.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o
NO ANCHORS�Sf� THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: m C) LU
(60PSF)X 636 L� 524.9LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) toOPENIN 72.7 P5F
z m'
Z 2U
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 231W.THE OPENING REQUIRES A 3g �O
DESIGN PRESSURE OF+50.01.55.0 PSF. J 6 5 Z
Q O
FOR THE VERTICAL MULLION: F NQ m
1)INITIALLY ASSUMING THAT 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 3r+72'+I'=105•AND THE OPENING WIDTH IS 36'-33'+1"-73".REFERENCING SHEET 25, F Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE U) UJ 6 O o
SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75-X.376"MULLION(LENGTH=IOW,OPENING WIDTH-80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF
Muu vHOTH D Y Y
�r SHEETS 2-3 AND WOULD NOT BE SUITABLE FORTHIS APPLICATION. F- O
U a
FROM TABLE 12A,SHEET 16,THE 2"X 4°X.250"MULLION(LENGTH=IDS,OPENING WIDTH=80')HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d if
Z COto
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 10
32" Sgo
EE SEE 0: Q'
FENESTRATION DEfA1LS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"+36"+2"-74",NOT 73"AS PREVIOUSLY , �I01 �
PRODUCTS SHE ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL 2-4 THE 73"DIMENSION(35.12°+35.12"+2"=73j. PRODUCT REVISED
as complying with the Florida
r r - 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE W THIS EXAMPLE,ASSUME THE POURED Building Code
VERTICAL I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE NOA-No. 20-0406.03
MU WON L - USING THE STANDARD CUP WITH(6)3/16"ULT'RACON ANCHORS AT AN EDGE DISTANCE OF 2-12°GNES AN ANCHOR CAPACITY OF 10SO LBS WHICH IS GREATER AND Expiration Data 0 5/2 612 0 2 6
`SEE SEE
LENGTH THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
y DETAILS, DETAIL E.
OPENING SHEETS2J SHEETa FOR THE HORIZONTAL MULLIONS: By
HEIGHT Mlam4-Dade Product Control
FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HORIZ. MULLION TYPE COULD BE CHOSEN.
MULLIOULUO N 7
1)THE MULLION LENGTH IS 38"AND THE OPENING HEIGHT IS 32"+72"+2'-106'.REFERENCING SHEET 25.THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE
USED.FROM TABLE 12A.SHEET 16,THE 2-X 4-X.250-MULLION(@ LENGTH-42°,OPENING HEIG14T=120")HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE W THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8"
SHEETSWIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH
2-33
(4)3/18"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 L85 WHICH IS GREATER,AND THEREFORE SUITABLE,FORTHE REQUIRED I11 I I I I I 1
ANCHOR CAPACITY OF 521 LBS.
J6',LE T I �8',HORIZ
�WULL LE
MULL LENGTH 4)FOR THE Il-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U�LIP SHOWS THEANCHOR �1,••• 1,10EN,gF
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Q-:• ';��
OPENING WIDTH FOR VERTCAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. _ rN: No.58705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+/--64.7 PSF FROM THE VERTICAL MULLION; --D
+/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; y ��
+/.170.0 PSF FROM THE 38"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTON). ���'•, S A7FJ0Fo '•(���
THE LOWEST DESIGN PRESSURE 1S+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.VERIFY %�51-'•F<ORIDP..•'G�C�`�
AL
PRODUCTS,WILL APPLY TO THE OVERALL ASS DESIGN PRESSURE OF THE EMBLY.Y.FINAL DESIGN PRESSATION PRODUCTS USED URE EIS MULLION QUIRES THATTTHHE130TH THE THE ULLION AND THE FENESTRATION PRODUCT BE I DESIGN PRESSURE,OF MULLIONS OR NSTALLED IN A.TION
LY M10
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. A.LYI�IN I1h�l5870 P.E.
FL P.E.A 58705
EXAMPLES OF RECTANGULAR LOADING EXAMPLES OF TRAPEZOIDAUrRIANGULAR LOADING: Q
� PW
PW I PW
. . . . . . . . . . . . _ N
LN PW
NSH/DH SH/DH SHIDH
FIN
r
U U 1 O N
J S
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / 0 Im
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS �/ Lu
1 HfNGEO Z
DOOR �
SGD Z $
U
PW j LOADING OF VERTICAI.MULLION � � �O
j LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION ¢ J o o
PW g Q w m
as
Z o Lo
/ m
j P �
SHIDH SHlDH SHIDH SHIDH 1 V O Q
44 oSHffDH go
L
� PRODUCT REVISED
LOADING OFVERTICAL MULLION LOADING OF HORIZONTAL MUWON 1 ae eomplying wHIMtheFIo.IduSILL OFWNDOWS NOTANCHOriED WITH INTERSECTING VERTICAL MULLION BuildingCodePW HR l NOA-No. 20-0406.03
n Date 05/26/2026
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL gy li=✓
MULLION MiaMI-Dada ProdPvt
uct Control
HINGED I DOOR PW NOTES:
PW It
I
1)DRAWINGS ARE
I RERESENTATIoNS OF TYPICAL
1 PW CONFIGURATIONS.
/ I / PW CONFIGURATIONS NOT SHOWN
o o MAYBE EXTRAPOLATED FROM
THOSE SHOWN. `\��ulnrrlr
V f
2)IF THE LOADING TYPE CANNOT `�����0•. '•N�111'��i
/ PW BE DETERMINED,USE �,.•••LICENSE••,C
P" PW RECTANGULAR LOADING.
/
No.58705 3)SEE PRODUCTS'APPROVAL FOR _* �¢
ACTUAL ANCHOR LOCATIONS. _-D
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I !1
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i ��0�•.• STATE F•V;'•(V��`
SGD '�.r�(O�1'••FC ORIDA.•''G\��
i
",,'TONAL'E"s.`�
LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MILLER,P.E.
MULLION MULLION FL RER 58705