HomeMy WebLinkAboutEngineering -=1 - --- - Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit# Owners Name Battaglia Residence Applicant: Vero Glass & Mirror
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows +61 /-103 +65/-110 PGT 7700A NOA#20-0401.11 13/16"IG See attached NOA
Mullions +61 /-103 +/- 108.5 PGT 1 x 2.75 x 0.65 NOA#20-0406.03 N/A See attached NOA
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors
French Doors
Garage Doors
Hurricane Protection . :
Roof Ventilation
Roofing Material L,
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate.re."kfonce to the
a�tst�p
wind loads and forces specified by current code provisions. 06'1�4 At
M L Engineering Inc ••
Name: Signature: . * 4L,�,#.
�.
Michael A. Lue, P.E. 47520 9-8-21 �
Design Prof. Cert.No. Date: ++ *:. 47
09/10/21�;
DESIGN CRITERIA a a
FLORIDA EULDIN6 GODS,TM WITiON(2020)
ROOF LOADS
DEAD WA
DES16N CRITERIA PER ASGE T-16
ULTIMATE WIN)SPED REGION,V(Ulv_.___I60 MPH
NOMINAL WIND SPEW RESIGN,V(aSW._____...124 MPH
WIND BORNE DMRIS FE61ON
ENCLOSED STRICTIRE I O
BUILDIN5 HE16W <160 FT _9
ROOF PITCH WA
R15K CAT55OW II s
INTEINAL PRESSURE GOEFF. 10.181
E�OSIIRE D
COMPOHM 6 CLADDNB PRE881=8 IN PSF lud)
zo►r£
EFTFECTiVE AREA(Sp,FT) WALL ELEVATION
0R10 11R20 21R50 51<100
R:o WA 4—M
END ZONE 5 15 WITHIN A DISTANCE OF(0)=10 FT FROM BUILDIN5 CORNERS FILE ;.P®P
SCOPE OF WORK
I. SCOPE OF WORK 15 LIMITED TO THE REMOVAL t REI L.AGEMW OF THE FOLLOWIN6r
a (2)3'-O'x 5'-O'SINGLE HUNG KNOWS o DININS ROOM.
b. (0 3'-0'x 3'-0'SINGLE HUNG WINDOW®KITGHEI
2. EASTERN FACING HRVMS TO MEET TIE KNIMJM TURTLE L16W TRANSMITTANCE.
STRUCTURAL NOTES
I. CONTRACTOR SIIALL VERIFY ALL DIMENSIONS IN TIE FED AND NOTIFY TIE EN61NESR OF ANY DISCREPANCIES PRIOR TO CONLSTWTION.
2. ALL WINDO1,6 AND HARDWARE MUST BE DE516NED AND CERTIFIED TO WITHSTAND TIE OB16N WIND PRESSURE OF(46V--103)E SHALL BE IMPACT
M15TMT OR PROTECTED WITH IMPACT RESISTANT GCNERIN6 MATERIAL AS REQUIRED 5Y THE FLORIDA 13V L PM CODE
:r
PT.BULK AS REWRED
BY DOOR MANIJFAG111R6L
0
V4'0 STAINLESS STiEL
TAPLONS INTO 6ROM
MASONRY W 151W EMBW n?.
IM1IN OF 3 FASTENERS EA SM
4�il�tiispt�i
��4 f.;.a.�'sfar��.•t
VANDOW BUCK ATTACHMENT DETAIL (MASONRY)
s P
I. ALL WINDOW PERIMETERS%HALL BE WATERTI6HT.PROVIDE AN APPLICABLE APPROVED
WATERPROOF SEALANT,(000AT BEFORE INSTAWN6 MGM!0)GOAT AFTER BUCK INSTALLATiON. '+' r -: 41 '(
LIGUID MTERPROOFI%SHALL COMPLY W/AAMA 114.
2. 1151FI6 STRUCTURAL Mt00D BUCK: e * d
THE MIN IMI M STFWn RAL WOOD 9=SHALL BE I V2'THICK ATTACHED TO 6R011TED MASONRY
OR CON,MV V4'0 STAINLESS STEEL TAPCON 5 AS WOW FASTEN NNDOML5 TO ECK s
My MIN.11,01) MO STAINLESS STEEL OD 5C.REM6 AS PER NOA • *. 06./10/1) }*
3. NO STMTI.FAL 15WK- `�}{� n '
TIE HNJDOM6 SHALL BE FASTENED DIRECTLY TO It 6RO[f MA50NRY OR GONG I`� .�� t}�j}�� �. ►�
W V4'0 STA111LE58 STEE_TAPGON 5 AS SHOW!OR AS PER NOA
JOB ISSUE DATE: 9_8-21A +�lrti<l19fy�`�
NA` BATTAGLIA RESIDENCE
This drawing and design as shown is
ENGINEERING,.IN.C_• loe No. the property of MI.Engineering,Inc.
21-065 Reproduction and/or use of this drawin
3100 N.Al A- UNIT 406 g
Consufling Structural Engineer or any content therein,without press
203037thAvenupany
e .. - FT. PIERCE, FLORIDA DRAWN BY. TR cHEcl`E°By` ML is psent r permission of rohibited,hibited,mayconstitutel ni GI ge-
Vero Beach,Florida 32960; ment,and may be subject to legal action
Yharie:772.569.1257 Fax772.569:4041 TBIE; WINDOW REPLACEMENT SHEET NO; SK-1 OF 1 SHEET by MIL Engineering, Inc.
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING:
I �
I 7
PW
717
PW
1
I
N
D 0
SH/OH SHIDH SM/OH SHlOH 1 PW PW
� ¢
I
LOADING OF VERTICAL MULLION LOADING OFVFRTICALMUWON
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTALMULUONS ,J\ HINGED F
SGO V ? 3
LOADING OF VERTICAL MULLION 'J
PW I LOADING OF HORIZONTAL MUWON J
LOADING OF HORIZONTAL MUWON � 0-
XQ� Q 0
PW LU S.'Pw
PW N
C5 G O1c
SH1DH SH/DH SHAM SH/DH I Q O a
4 j iZ
SH/OH
I
PRODUCT REVISED
compFjiaS with the Florida
LOADNG OF VERTICAL MUWON LOADING OF HORIZONTAL MUl11C1N 1 9u11dIDD Cadrr
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW � /
I / NOA-Na 20-0406.03
PW
I Eaptratiod Dato OSWQ026
1
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By
1 MULLION Miaml-0odo Product CDeHrol
I
P HINGED I NOTES:
DOOR PN PW
j 1)DRAWINGS ARE
I RERESENTATIONS OF TYPICAL
PW CONFIGURATIONS.
PW CONFlGURATIONSNOTSHOWN
r MAY BE EXTRAPOLATED FROM
0 i THOSE SHOWN, 1,11111111 Ir
^ j 2)IF THE LOADING TYPE CANNOT ��,..•• •N����
(Gv I BE DETERMINED.USE �\�.•' LLO�SF'•�(�
L / RECTANGULAR LOADING.
/
* No.58705
TTrRN I 3)SEE PRODUCTS'APPROVAL FOR
/ ACTUAL ANCHOR LOCATONS. --D'�/U•'JJ/�
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
_ PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MUWONS. j, � ., STATE bP a:'/V19
SGD �ilCtS <t ORIOA..•'G\��
LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MILLER,P.E.
MULLION MULLION FL P.E.A 58705
EXAMPLE I:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF W0.0/60.OPSF. I,SH
ND ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A I-WIDE MUWON IS SUITABLE THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 37+32-1'=85.REFERENCING SHEET 25.THE COLUMN USING a
-- RECTANGULAR LOADING MUST BE USED.SCAN THE MUWON TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60.0/60.0 PSF.IF THETABLE DOES NOT SHOW THE EXACT SIg,USETHE NEXT LARGER SREAVAI ABLESEE
F
FENESTRAnoN DETAILS. 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.1-583 PSF AND WOULD §q
PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION.
MPROYAL N C
FROM TABLE 4A.MSHEETS,THE 1'ISAPXCATI MULLION(LENGTH=72',OPENING EQUIR=70F HAS ADESIGN PRESSURE OFH-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
tr OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 836 CBS. N
MUlL1ON
2)USE LE 4B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTHTHE STANDARD CUPWIIH(4)S/2ANCHORSAND THE ZXS (Z) O I-
lJ- ll ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL Snla UI
�/ DETAILS. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL ] N
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? 0)
2J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON.
IN THIS XAMPLE,THE DESIGN PRESSURE REQUIRED WAS-1-60.0 PSF.THE OVERALL MUWON SYSTEM WAS DETERMINED TO BE72.7 PSF WITH AN ANCHOR CAPACITY OF 636 UBS.ALTERNATIVELY, LU 'oo l'
xo MCIIORB uI VANDOWSRL THEANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHEEXACTDESIGN PRESSURE OF60 PSF: T M co
F III
(60 PSF)%( FS)=524.9LBS (MAYBE USEOTOQUAUFY#105TEEL SCREWS FROM TABLE 4B)
vENNGv4onH 72.7 PSF ] 4
Z z
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-W.THE OPENING REQUIRESA ZO
LIESIGN PRESSURE OF+50.O/65.0 PSF. j A dZ
FOR THE VERTICAL MULLION: F Qmrn
Z
1)INI TALLY ASSUMING THAT A I'WNE MULLION IS SUITABLE THE MUWON LENGTH IS 32'+72-.I=105'AND THE OPENING WIDTH IS 36-+36'N'=73'.REFERENCING SHEET 25. 6 Z m
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2.T)8'ANDWILL D) ao IAI'o
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACTSIZE,USE THE NEXT LARGER SIZE AVAILABLE
N 0) W.EXAMPLE 2:MULTIPLE MULLIONS
SEE_.. FROM TABLE 3A,SHEET 7.THE VX 2.75-X.375'MUWON(LENGTH-IOr,OPENING WIDTH-8(")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE ISM-16.1 PSF
MOIL NiDTx-jt- SHEETS za AND WOULD NOT BE SUITABLE FOR THIS APPLICATION O a 3
FROM TABLE I2A,SHEET 16,THE 2-X4-X.250'MULLION(LENGTH=108',OPENING WIDTH=80)RASA DESIGN PRESSURE OFH80.7 PSF WHICH EXCEEDST)E REQUIREMENTS O
a W Z N N
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THEANCHOR CAPACITY REQUIRED OF 971 LBS. , m0 in
SEE SEE _L ma.
St FErvESTMTON DETARS. BECAUSE IT IS NOW KNOWN THATTHE MULLION WILL ADD Z'TO THE WIDTH OF THE MULLED UNIT,THEADJUS)ED OPENING WIDTH IS 36'+36'+2"=74`,N0T73'AS PREVIOUSLY .
PRODUCTS SxEEB ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
MPROVAL z� �_ THE 7W DIMENSION(35-17Y+35-12'+2'=731. PRODUCT REVISED
aa plYln9 MN tho Florida
2)USE TABLE 128 TO FIND THE ANCHOR TYPE ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE ASSUME THE POURED BuOding Cod.
I CONCRETE HEADER AND SILL ARE B'W DE IFTHE MUANCHOR ATAN TORE DISTANCE
ED WITHIN GIVES
A CANCHOR CB CAPACITY
F 1 50 LBS
WHIC FASTE ATER A D DISTANCE NOA-No. 20.0406.03
MOIL xO ` `SEE -SEE USINGTHE STANDARD CUP WITH(6)3H6'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATERAND Expiration Data 05/26/2026
LENGTH THEREFORE SUITABLE FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS '
A DETAILS, .-LE. C//
OPEMNG SHEETSz SHEETI FOR THE HORIZONTAL MULLIONS: BY
NDGHT
Miami-Dad,Product Co UM
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'%.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORRONTALAND VERTICAL MULLINS,ALTERNATIVELY,ANOTHER
NO MULLION TYPE COULD BE CHOSEN.
MULLgN]2•
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 3Z-72'+2'-106'.REFERENCING SHEET 25.THE COLUMN USING TRAPEZOIDAVR3NHGUlAR LOADING MAY BE
USED.FROM TABLE 12A.SHEET 16,THE 2-X 4'X.25D'MUWON(®LENGTH=47',OPENING HEIGHT=1201 HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
SEE
DLTaLS 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE ASSUME THE CMU JAMBS ARE S'
SHEE15 WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8'.CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH
xa
ANCHOR CAPACITY
ANCHORS AT AN EDGE DISTANCE OF I'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER AND THEREFOR SUITABLE,FOR THEftE9U1RED AIIIII///
ANCIHORcaPAcmoFsr CBS.
4)FOR ULL C,,S-CLIP THE HORIZONTAL MUWON TO VERTICAL MULLION,USE THE SAMEANCHORCMACITYOF521 CBS.TABLE 120 F00.THE COLLAR SHOWS THEANUOR
M LENGTN YU4 LENGN CAPACRV151074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF521 LIES.THE
P ,
PEMNG YdDTiFORVERIICALMULL ANCHOR TYPE ISA612 STEEL SCREW. _ ' N0.$870$FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: - -
+164.7 PSF FROM THE VERTICALMULLION;
H
-170.OPSFFROMTHEWHORIZONTAL MULLION ATTACHING TO CMU; .ZO
a/-170.O PS
FFROM THE 36'HOR20NTAL MULLION ATTACHING TO THE VERTICAL MULLION ONTERSECTIO . �O�''. A OF [v
THE LOWEST DESIGN PRESSURE IS+A64.7 PSF AND WOULD APPLYTO ALL OF THE MULLIONS. !�((`S':'OlOR10T;.•'G\�;�
TION
PRRO PRODUCTS,WILL APPLY TO THE OVERALLDESI N PRESSURE OF THE
BLY.FINALDESI NPRTION PRODUCTS ESSSU EREEQUIRESTHATTHEE OTHTHEMULLIONANDTHEFENESTRATIONPRO UCTBEIN PRESSURE.OF MULLIONS OR NSTALLEDIN //�NALI.`ENt`��
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. A.LAW M L 870 R.P.E
FL P.E.g 58705
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IMPACT-RESISTANT ALUMINUM TUBE MULLIONS
:>o�„ N �y:-'; CI N °p 5 G ���� MULLION AND CLIP DIMENSIONS C
o ;m T N 2 v a g-y, OU No. .—
rry 2 U o N/A NIA 6300JR 23.26 faro , , ,•�,yE
m 'C�'•. '.(�� S N` m o O n RO—,So
.�.n er ome: cn.a.e er oar. ac. M rwrcc a.uaan
'•��N�cFR...*•:a°,` SOWSK( D 08/29111 mom: D ryaf),aa-fwo
J R�SOWSKI 06/26/20 NO CHANGES THIS SHEET. REGISTRATION 629aee
-{1.00(r -{1.000- 1116r
740" �
i �-{�,125 _ �.i F-.125• 4'
a
4.0 .125'STANDARD CLIP
4.000' 4.000' 5° 2.000' S0B3•TBALUM 2.125 2X5 ANGLE CDPU4:LIP 2000°%-SECTION 60B}TB ALUMXSECTION725' -125 %SECTONtO T" ZTdtld WLu
.7p CENTER OF ANCHOR HOLE MUST LIEWTMIN THE J (D
375 ° DASHEDSOUNDARY.SEE SHEETS 10-20 FOR THETT ANCHOR O.C.DISTANCE MAXIMUM ANCHOR
7'X 4'X.125'� 7'%4`%37S I 1'%1'X.37S I HOLE DIAMETER ANCHOR DIAMETER♦1/1r. W m po
MULLION MULLION I..N 5' m 1 p (4
6063-T6 ALUM 6083T8 ALUM fi06&T6ALUM. CUT HERE TO 5.000' 37S 7 Z N W
.375• 3.125'�_CRFATEF-CLIP.SEE .375 r O -(�
%SECTION XSECnON %SECTION ��MIN.
MIN. I DETAIL F.SHEET � � � Z Q
1.594' 1.250° .375 'D W i }• 2
1.594' r_______� I r_______ CENTER OF Z____ ___________♦ 375" _ '
ANCHOR j U' b Z
- i I i � I MUST DE WIMIN MIN.
THE DASHED
1 I I I I F I SOUNDARY.SEE j j I_
jrI SHEETS 1617 I I Z U g rn iD
2875F£ FOR THE, F I _______I 6 Z_Z f0
.1�. I I I I I F ANCHORO.C. I , W ZJ
3.250' 3.94' I I I I I DISTANCE 1 I 9 8
.100• 3.250' i i 1 MAXIMUM W U �_
I I I I ANCHOR HOLE ,
LU�4.
IDIAMETERK� �_______� ANCHOR L___________ Q'1� ° DIAMETER+1116'. Q � ZU2%6 ANGLE CL� (O in
820' 820' STANDARD CLIP UGJP 6063-T6 ALUM. 0:
1.250' 1.250` �=INZ..H...,ER ANCHOR HOLE MUSE LIE 6063-TB ALUM 6 T8ALUM. TOPVIEW S
^i.820•F- TOPVIEW TOPVIEW -
12SX32S%.100' 1.zSXa2r X.624• NDARY.SEE • PRODUCT REVISED
MULSHEETS 10-17 FOR THE ANCHOR O.C.
T!5 AL MULLION 1.25MULU%.621' TABLE C TABLE COLE ,COAT, prying With the Florida-
NUWON DISTANCE MAXIMUM DIAMETNCHORER
+111 lf) Qn)For Mullion: Building Cotle
6005-TS ALUM. 600ST5 ALUM DIAMETER: DIAMETER+1/7r. Dimension Value n For Mullion: Dimentlon Value
%SECTION XSECTON 6005-ECTIONTS F 3.687 V(4'X F 1.W5 1.2r%33S N014Na. 20-0406.03
XSECT ON
G 1.000. .125 c 0.500 x.fiza• E.plraHon Boa 05I2612026
-�{ H 2680 Aunilun H 1.438 Aumir-
2.661' 3.469' .375 6.500• I 1 a0m TWe Muir- 1 3.250 Tube Mullion BY
.125'
V37r-
4-
H
1.9T7' MIS .375 F 3187 1•-XIr375' F 2825 7.2X.624'4' Mlnml-oaao PrvEuet Control
I G 0.757 .375 0 7.125 X.624'
-_-_ ___� �_______� H 7430 AJ-!.m H 1.500- Alumimm
I I I I 3000 Tide 6'P I 3.250 Tuba Munn
F 2250 1.25 X32S F 2873 JO•Ba Mu0
.725 I 1 I G 075D X.100' F 2875 OS'Ba MUA.725' 2250' I I 1 H 7.500 AuMnun I 0 Tube Mution
50` I dr BAY MuwON I 3.2s0• I --- -_I I- -_ --I TABLEDJO'BAY MUW8083T8 ALUM. L -� 1fi08SECTI NXSECTION I Mullgmerelon PcrPeds(yleateJ Mu01on St6 qlp OReetqlp LLtllp M91eqIpXSECTION 1 G OFFSET CLM Px4'X.12S(10) 69354 666111M 6661122M 666241M 6mlemI r I I .125' 6063-T6 ALUM. 1•X4'X.37S(11) 66610 666173M 6661123M 665242M 660519M _-Y:: No.SB705.
.22W-1�.-_987_4 - .221- r-981'4 .74� TOPVIEW 1'%4-X.37ST(77) 66653 668712M 6661123M 666242M 66�1W
NOTES: �' -"'� ti 1.25•X3.25'X.10U'(13) 20160120312 6661127M W61124M W62410M 6665115M �73'••• / Z0:,�`
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X125'%.824'(14) 2018120315 6fi81125M 6651125M 6852471M 6665176M ��,(♦'• S TE F ;!V
_ 7.25'X3.94-X.624*(75) 20162 6661117M 668112BM 665241M fi66577M - A.tOR1OP,.-'G\C�`♦
2)SEE SHEETS 10,11,13-15,19820 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. .30[)egl¢¢(19) 66648 WA WA NIA 66MIlBd �isS�Q"'-'�<J♦♦♦♦
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 450e91ee f1N 0600 WA WA WA 656511IM ''//,/NALj111♦
A.LYNN,Ile P.E
FL P.E.1358705
-'-(1.000'f-- -1 1.000°r r1.26S""I t: o
L .12
5 .125 i j 9
2.750" 2750 .125" 3.125° .125 3.188' o� rc
125 IIIr
2000" 2.000" I .126'
2.115 N
L 125' L - 265 II s 0
37S 3751 " .500' - _i .125" Z A- W
f 7 _T ° x
1'%7%.12S MUW0N 1'X2'X.376MUWON 1'X2.75X.37SMULLION ,'X275"X.650'MUWON 1'%3.12SX.SMU�N "S'X 3.18VX.26S MULLION 12SX2.11'%.12SWON N
806}T6ALUM. 606}T6ALUM. 606tTs ALUM. 606}TB ALUM: 6DB}VIAWM. 605}T6 ALUM. 606}T6ALUM. Q
.%SECTION XSCCTION %SECTION XSECTION %SECTION %SECTION %SECTION LU Z m a W
-11-125" _ 1 U'
1 siANDARO CLIP 1 TABLE A 7 LU 4 m x
2X5 ANGLE CLIP Z m a sU
2.000' 6063-T6 ALUM. gg63,Tg ALUM. Olmenson Value(In) FOt Mullion:
%SECTION I 2.125' -CLIP
2"a' %SECTION. A 1.625 j d 8Z
1606SECTI N I ,t25 B 2654 1'X2'X'125 Q J "- o
%SECTION L Aluminum Z O Q O1
7- C 0.695 Tube Mulfon Z N
.72sJ D 0.740 N Z Z
€ I Q9 c�s�
A 1.126 y Z e
B 2404 1'X2'X.37S UI O
5.500' Aluminum - w Y Y
CREATE TO .375 - J no y
3.125° -5.0000' C 0.636 Tube Mullion ~ O
.375 _CREgTE F41UP,SEE MIN. E r � -{ V Q 3
MIN. DETAILF,SHEET4 I .375MIN. F- D 0.490 ZyO�O
.338"MIN. - A 1.875 1'X 2.75'X m�
r_______i __- _
L_ _____J I L _JtA A I uCUP A F-- __ __ , B 3.000 .375 Aluminum e & �, a�.
6063T6 ALUM. ------- 2X5 AND CUP C 0.767
TOPVIEW 6063-TO ALUM D 1 116 Tube Mullion PRODUCT REVISED
STANDARD CUP TOPVIEW plying with the Florida
E L 606}TggWM CENTER OF ANCHOR HOLE MUST US WITHIN THE A 1.312 1'X2.75'X Bollatnn Codo
DASHER BOUNDARY.SEE SHEETS Sig FOR THE NOA-Na. 20-0406.03
CENTER OF ANCHOR HOLE MUST UE TOPVIEW ZHOLEMUSTLIE
NTEROFANCHOR ANCHOR O.C.DISTANCE MAXIMUM ANCHOR B 3.000 ,g$p
WITHIN THE DASHED BOUNDARY.SEE HOLE DIAMETER:ANCHOR DIAMETER*,/,5. C 0.476 Aluminum Etrpintion Dat 0512612026
SHEETS SI7 FOR THEANCHOR O.C. ITHIN THE DASHED D 0.836 To
Mullion O DIS7ANCE..IMUM ANCHOR HOLE BOUNDARY.SEE Y
,DIAMETER:ANCHOR DAMETER•1115. 'SHEETSS-1 FORTHE MiamFDetla product Control
ANCHORO.C. TABLE A 2000
1'X3.125'X
DISTANCE.MAXIMUM
PGT Patt1T B 2637 .5D0'Alum
---{{{ ANCHOR HOLE Tube Mull
.375 5500• I M�K DIAMETER:ANCHOR Mull Dimension(sheets Mullion Std.Clip Offset Clip UClip Angle Clip C 0.863
DIAMETER a 1H5. D 1.137
MIN. 1"XZ'X.125"(5) 66605 666113M 6661118M 666243M 666517M A 2625
---- ------r-----------� 1"XZ'X.375"(6) 666006 666114M 6661119M 666244M 666512M B 3.21 1.25'X3.188'
1"X2.7S X.375(7) 66607 666115M 6661120M 666245M 666513M C 0.8612 X.26S At-
1 I I Tube MU6 `111111111/IT.
I i e 1"X2.75"X.650°(B) 66606 666116M 6661121M 666246M 666514M D 1.762
D 1 1.26X2.11' ```'1�............. /'�i
I 1 I 1 1°X3.12S X.500"(9) 66637M 6661116M 6661114M 666242M 666515M •; LBGENSF �C�'�
.121"At 'i•;' .,F�;
I i I I 1.25'X 3.188°X.265(12) 66641 6661117M B661113M 666241M 666516M A 1.613 Tube Mull _T:,• Na.58705
L--_----� 1 -----� 1.25'X2.11"X.12S(18)1 69370 WA WA WA 666517M
OFFSET Q1P -
C NOTES' 7.1•. / 20
.125 608}T6 ALUM. �� •. TA OF ' ��
I TOPVIEW T 1!/
,)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICDONS GIVEN ON THIS SHEET. %(L`S".;�(ORID?,.•'G\C\``
.74U'1--�-i .....
E 2)SEE SHEETS 5-9.12 518 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS S ANCHOR O.C.DISTANCE � NAL IE"1`1
3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. - A.LYNN MILLER,P.E.
FL P.E.#597055
TABLE 16A
Human Ca ao Tabla ANCHOR CAPACITY
Oponing Width Qor+grtialy-epaM anflorc)orOp-nine H.(ght(for harboltakWarrirg mlSaln) ADJUSTMENT FORMULA: e
50 in So In min NF Win 1m 1n 1mn Haan I601a yJ u
'Rxfnq&r T.WTAaN. RBaaoon' TSrTAma Reotmyla Tn>arrAvq. R.dagav TraWTA.q. RvdanPAr TraMt.,O. RenlarNdar T (Dw)x/ANCHORCAP.,e,�\ "yam
WTAa,a. Rxle Vr T.WTAvw. R.olagty Trep?Aal RvtnnPSv TrnNMaN. ` / p�]
325"45 U ong L. Loeanp L g Laaft Imdm ImanS lman9 1m.a Imam Imam I..anc lmalg InednO LmdnO L.aMS I..a.S lo.anS MUWON CAP.,e,� tiaI 8
DEG.AL v = c c a a a a ,. .. 3 a a a % v = o a a a =ANCHOR CAP. °
BAYMULL :$ as z a a :� �. a 3� .0 �.
s 5a s se s 3 s sa s �a s ae �a a0 3 sa a
SCR be Sg �g _5 a.g aye^ a 3�q hg g�q 5 g5 a'_e ge ge ge USE THIS FORMUTATOOHTAIN p LL
5 5� & b d 5 5 d b d =� A 4 §2F 5 S�F .� 5� 5 8� 5.5$ E �$ 6 g 5.� €3g 5 TME'ANCHOR CAPACITY to f D
i da i� de' a� �rc �Ze �a $� s'� $ i'� @2 a $a E� $8 f$ �� f� 8d �� 8 fo ¢ i� �rc a� rc3 2a �3 s �z s2 �z REOUIRFD•CORRESPONDING z
TO UTAERIAL PRESSURE D
a2n 170.0 B]D im.0 a35 1n.0 TM 170.0 am 1Ta0 668 in.o SOB 1NA B82 1n.0 578 110.0 111t 17Q0 521 im.0 1210 1740 521 1ra0 Nee 1N.0 521 im.0 1T15 1)0.0 52f TSB.] 1B71 1m.0 521 REQUIREMENT FOR THE J C
IBn $'7
0e 170.0 o24 In.O 65➢ 1T0.0 W 17" eB 17a0 no 1m.0 Ilm 170.o Mf 17ao f275 170W Ur Ina 1417 1710 SW 1517 too? 170.0 em /mA IM IM.0 fi5U Ina Nm Im.O SW OPENING,WHEN ITIS LOWER � u 3
50.6251n 47 170.o 563 ma No 170.0 01 1mA am trail W 1N.0 1195 IN.O 77J 1T0A IM5 f7a0 7a7 170.0 1ae4 1R0 T56 tal.1 1552 Da.O r58 128.1 1552 770E ]SB 110.a 1•.S2 1TILB ]SB - THANTHE MULLION CAPACITY Zvi
(FROM THE TABLE)OF THE LU 'o c
Sin 7 170.0 612 Into 9M 170.a Bn 170.0 1116 I70.0 T5a 1m.0 IM Ina ant 170.0 14M IN.o W 1s52 1455 I= - 12a] 1- 170A 861 1NA tlss 1n.0 SBf US f45S ITOA S01 m �
- SELECTED MUWON.RWILL
Who 55 1r0A m1 170.0 I= 1N.0 797 1n.o 12m I70.0 ne 157.1 1- 170.0 9N 1317 13M 00.a 9B8 175.7 I= 150.5 BN 1m.B t]m mi 952 sas tlm 19.1 BR 7ae 1309 157.1 9e2 YIELD A MINIMUM ANCHOR F IO r0 u
CAPACITY WHICH MAYBE -
eln 30 170.D Tas 1]0.0 1116 170.0 850 1628 RO 'Mill
10.0 9/0 N25 tz0 181s ee] 12a1 120 1528 9t5 11a.0 1247 RNA S4 9Sa Rq 1382 me 81A 120 1351 835, 71A 1247 1151 9]s d.
USED TO QUALIFY ADDNIONAL
5 So In 974 170.0 7e9 IMA IRIS 170.0 9m Na4 1190 161.7 %5 1m.e lim 141.9 915 1154 IIN 1363 - 1m.2 11.0 IM4 214 eflt 11m "a5 e9e Jul IN t19.1 an ".a it. tfal 593 ANCHOR OPTIONS FROM THE z W LL
72b olo I89.e an iN.7 Imo tu.t B59 115A In0 1Z72.N2 101.0 IMII 111.7 en B0.B imo toSA nl e0.6 1n0 eaB e0l B7.] imo 90.8 n5 ST.T in0 e%6 rW 503 10t0 D.] m9 ANCHOR CAPACENTABLE ? j 5 Ia
min OB 1a].6 7B2 Ita.S 9® 1L.0 TT5 edl BOB 107.1 Nt M.e mo 9d2 719, 76.3 906 B52 7>e 6e.7 9m W rm 573 BW 74.7
llfi m.1 90e T12 710 a2B BW N.e ]Oe Q C
`� mn l 1]2.5 T5/ 1me Ml 1725 m5 Sae m1 So. n5 m.4 Sol S65 713 70A Sn 81.0 Rl no Mt 75./ fig/ 510 5n m.1 Mt a5A Sn 64.5 US 39.7 eel 63.] 6m F- Q
Win 1t SSA 5T4 UA 6m MI 5t1 N.1 Bat @A Sol 51.7 the 561 5a5 46.0 M WA 537 41.t W 47.0 SN ]a.5 - 41.5 51. 29S m al 511 2S8 Bm 36.5 50] z II] z
SB hr 8e2 568 m.1 Sm Sae 56t 59.1 499 ail 56e 51.4 01 42.8 565 4" 40 ]7.9 MMA aN U.t SO 30.1 /n 2A4 W ]A 459 21.3 M ]0.5 4% 21.3 ma 25.] 417 (p W6 j0 y�C
8 ~
D
m108 In 47 9 ]9] m.9 u 313 Je t u8 26.6 &I . 2] 8B1'
71 u9 0.4 381 no u9 IS
no 373 2 1 . 2. .136 45.0 3 a5 a5 37.8 ] W
-a -a 3 -a -.a 3N m5 :ru mo �
y o�
202 253 NA M I0.e M 1T.1 W Da•{� Z-(A V
TABLE 16B
Supaac 27R cmartty a1 C.aacrtv I.-I fU0..Q1U FOM m1U PT-
-Anchor vlc Bw ur Bm v1c B.wm yr mwm Sll6•Eko ]rtc Pxo 1/a•Bm 3'iS o.wm ur aewan yr ss tx.S�IE Bc. "'afao na sled nz aed nzsled PRODUCT REVISED
A c wT]PQ
Capacity Upramn IIDacm Uvxm• lhaconr Utrsm Nhxm OBsm NOaorn IaBmaM APyeGar 111- A9p�Gatr Saar an)9orr(G5) San(Go) Plying with tho Florida
emimlmn Codo
M•1 6dge otln,c.ry4 r &1? r z-ur r a1(! r afrr situ r z-vr r z-1rr �:g
r z-vr z 3.1/r z aa5• aM` asr NDA-No. 2"406.03
FmSerme Mi 1a7r +]�r 1ar 1yr Tarr tarn 1yr 1a�r z 1-vr 1-ur 1•vr t-vr nvr 1-w 1vv I-vr z tye 1sa• ,.Av
2Mar,m®BABA O.GI pJ aSAryeaSP/15g.1k m011e ]9011. 45a Da m0 as ]ta 0e 600 ma 2m 15a BN a. t L. ZNIe. 2m 14 ]690to Tm Tn Balm 5501ta sae. -aa Bm lSr Jltlm 64216aSm S. E7rpimtlon Data 0512612026
]e0 t0v16N620 Da2. 1rm6 25m ma stile 6fi01t WA 1120ae Boo lm 1160 ae ]m Dn em IN 18�� 6e2on ae5lm I-.
BAncMv®2T1•Afi QGI D)35Arge6mllFp.]k 11m 41a 11XIPe B58 ee 22m IW 9m 08 1890ma 6m ae 2.6r BRv T15/as WA BIO mf WA 1aAae Bb dv ltta ms 579 na 1675b WA 1320� Wq tl@5. lII/05 16BO Oa By L/
MIamFDedO Product Cantool
FIGURE 1:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
1111IIII //3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. +` YLYN
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125'QaAY
+`�,,ON,,.....N...
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `e�•�..'�1LENSF''.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED _ 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 BOBS-TSAND BEAMINIMUM OF.t2S '� �_
THICK STEEL STUDS TO BEAMINIMUM GRADE 33 AND.04S THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT %?J LEAST.I2S THICK AND A36.ALLANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREWTHRFADS BEYOND ;0,�'. TEEOF
A- P _;
THE MATERIAL p108 d12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 4105.5. ' rb••.LOR.. \
ANGLE CUP(FIGURES 1.3)MUST BE USED IN PAIRS. G NAL�� +`
A LYW MI
P.E
FL P.E.0 58705
ITA13LE 15A
- Mumcn Cg 2clly TBeIB(11Nft) ANCHOR CAPACLTY 8
Opening Width(forwrtcaP1-spar/irgmlPic )crOp/ninp Height(rorhadmoreegysparrirg mtbas r o
ADJUSTMENT FORMULA: Y F
SOIn so tom BDN 90 in 1 ta01n 120n 1NN 160N 4a
Ret ;;A- TIW Tlry Racleadw Tap/rtlarp. Redanetla T-1m- Ra<•ntanpgar Tnprr4 Inc." rraWT4aq. -,ow TnpR4Ng. Rec DP_)x ANCHOR CAP._%
tmip- mvpr]4ana RBntNB,Iv TrWr7Nne. RenWptlar nw+r4>mo-326'30 foa4inp luetlnp lm4tN Im4mg foa&q InaSnp lutln9 luabn9 1o04N8 lmtliq Loatlne lowing -,o U.., 1uaJn8 LwMg la l lu/dnp �7: w
DEG.AL
BAYMULL n N
e usETHI3 FDRMuwTo oeraN
t - 6� B ❑ IL REQUIR CHOR CAPACITY (q �ix@a x dPrc x� dya x@ ay f€ eya REQUIRED•CORRESPONDING O
TO AN ACTUAL PRESSURE
QN 1- 6ro 1TU0 !1S Im.O 7N Iron !m 17. - tm0 as 17on 9a2 Imo 519 1Tap 1116 170.0 Ml Imp 124D Imo @I Imo 1!N Von @I Iron 1]]5 17a0 Ell 149.1 1740 170.0 sH J O
REQUIREMENTFORTHE
Nin 1)0.0 70a IT0.0 @{ 1ro.0 e50 1m.0 W 170.0 9@ I7n0 NO 170.p 1IM 170.o NJ I)ao 1271 17no 677 170A 1m 170.0 No I522 I= Von NO 1m.5 I= ImA fiat 114.2 ISE 17n0 6m OPENING,WHEN IT IS LOWER � yy _
50BTS In 1m.0 )!T 1mb Sur 1m.a e9B tI0.0 @I 1]n0 1nN 170.0 fiN 1m.p 1195 Imo 7a 17a0 1]!S 1)n0 ]{1 1N2 IN] 17a.a 756 1]68 1N] 170.0 75fi 117a I«] 1To.0 T56 1@6 11l] ITOD 756 TM�TTIEMUWON CAPACITY �o Z
(FROM THE TABLE)OF THE W C,
sBm in. 797 1m.. .12 Iron mfi 1m.a @f 170D R1e Imo T51 Im.p Iz/5 Ito.. am lea! tssa "a. B37 - I]fif Don nail 12a3 Isla 17no N1 1m.I Ias] Imo Bur .2 Ilw an. eel m
SELECTEDMUWON.TTWILL O m
Wb Imo as tm.o ]OI Imb 1® I10.0 787 16)0 1218 lino 6)8 1N.1 13N 1m0 9N 129.9 1218 Im. a16. 116.8 IN. 1621 BN B7A 1.8 1N.1 .11 61.5 121. 1N.1 913 rot 1218 1N.1 913 YIELD A MINIMUM ANCHOR F (n OD W
CAPACITY WHICH MAYBE 2 W Z
@in 1)Ob NO 17nO 745 170E 1116 1m0 BOO 1502 Ila Is... NO 131A IIN IMo 914 116.8 1150 1".9 sM 1n.t 1150 1a1.2 BN 87.6 IIN 126.7 871 76.1 1150 1S3 .70 65.7 1160 1ifl? 6)0 USED TO QUALIFY ADDITIONAL � 0-1
5 6fib Imn 914 1740 TB9 lY1 lON I6SB NI 1]OE 10N 1{6b aN 11{a 10/e I]a1 - IN. I- IZlA aa8 .1.4 1- 1111 elp m2 1aN IN.! .821 61a IM I042 Nil W.1 ION la, eta ANCHOR OPTIONS FROM THE Z inY W
ANCHOR CAPACITY TABLE $
RN 1Nb eN 117.9 781 117A 8m uaa T!e 100E B80 Ilae rot eB.O eN 1040 TB 7B2 ae0 @.p N2 m! eN Bet TO] 5a7 eao ro3 69] SOa No ms as N,0 em mA 6N 5 g❑
J mN 119.7 T00 125.1 No Me 780 NBA 6ro 85.5 TW m3 sill us 7B0 as NO 66.5 Teo rob 6N 59.8 T60 71.T 6]7 lB.B 190 83.1 @! QB ]Bp 821 BIB ])A ]g0 61.5 61]
Q O
min "o. IN 11. .7 92a m .1 94! 7.1 7% BSB m2 @3 TA m @1 61.5 IN rob 612 Me M 65.7M4U - 9.{ sU W.6 750 563 Sas a1A ]50 SSE SB6)!A No BO.I Sill @B NI 51b S@ SIn N] {S.1 5@ !6B !TS 40.1 Silo MA NB ..I Sill lO.B .2 4@ 25.e 5@ ]a] NS 225 5@ ]le N2 QZN �I 8No SA! !93 6I.1 W {n5 NS 51.5 {SS !2! {95 N.B QI ]7.1 !BS ]B.B t21 ]].0 {95 ]41 {IS 29.7 NS ]a2al 40a 213 NS 266 ]N 18.6 NS 2a0 a90109to N.7 ]91 Q.fi SV N.B EI ]1n ]N a.. ]9f ]1.1 as al .1 27b .7 2a2 111 24A SU m.9 .1 ms19,T a21 14.9 MI 17.a MsI11m ]a{ ])0 a92 E
]ro ]].0 ]]0 2T.5 Jro gas m 2A0 Sr0 a:s a70 21A ]m Me 31. 1B3 ]m msfat ]61 W Y arY
❑ N N
IAb ]n{ ]1) m.8 ]11 260 2b/ 21.7 all 2L5 2B0 190 ]I7 t9A 2m 16.9 317 IIA/7.e
Z.N
'€O
BLE SB
smawly 2.0-ta ]2 mmtmo netwro. lam.auu F4maaguI PT- a5aw PRODUCT REVISED'
Anchor Y1fi'Bc0 yr ElcB nne'OaWa4 yPRWaa Ytfi`FJw 3n6'pco 11a•Em ]IIs WHO yrn a LP SS F1ca 311fi•Fho W'S5 Fh9 etOStetl /126ts1 /12&etl Plying Wlth N0 Fl0ritla
Capachy ArcAar TyOe: Upncm Iremcm Uleacaa Ibracm: Warm Nwcm lgwnm U9acOn. m0aona A�eCWof uwcm Agpe6aw scm.pal Scte.In51 sue.(t;s1 NOIA-It1n eodo
20-0406.03
11b9) EnOe u:lav( r 2-t¢ r z-lrr r bl? r z-vr 112 alrr r al/r r znrr 1• z-vr 2• a-1re• z• pAs a.sr pa7r
Fmmn>m9 Mk taro• 1sr +ae tar 1a�r tar 1yr 13'!• z• t-1H' t-v!• I-vr 1-IH• I-vr t-v!• t-IH' 1-v!• 1-ur 1-vr z• tare- tare' .nm Etrplrntion onto 0512612026 2Anclvn®s Wa o.c./mz<SA�e apa/py.tk]9om ]Bohn aim roam atom cnm 2mm em lea npom zm lm zm lm ]s4m rNm zoom am lm amlm seam a7{m 7m lm seem .11m Nzm ram
l AncMs®3S Wn O.C./TB12o5Angs txpnlplp.2k IBOIm ]BOIm TIDm 1firol0c elOm 12BOm «Om 17<Om z@am 51om 55o 10a wA 1tm Ra afi0m 7{pm 6COIas 1i6om rNm B60m 'mi. a@m B65m Ilmm By //^�
e MOnn 492]t'Lfi O.C./12)2NAn9/tlP/(Ra]k llxlm 11Am 85Bm 22Nm nlOm lemur 6Nm 2 m 2254m WA Blom WA 1059m 6{em 1110m atom 1@Bur I- i]2Um WA Imso 1a271m 1Nom MIamL0ado Prptlrtct COP1m1
FIGURE I:
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS.
FIGURE2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
1111 I11/
3)MULLION AND MULLION CLIPS LDSHOWN FOLLV4NG TO DIMENALELRESTRI FOR TIONS SHOWNS,N
ON SHEETS
21-23. .125•
FIOLES GURES SHBE OW
SUGGE IN STED.
FIELDXIMATE OLELOATION DIMENSIONAL RESTRICTIONS SMOWNON SHEETS 21-23. ��.�••" /
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I-3D*-/
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED 3250'
'- No.58705
:FIGURES: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -
e e YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BEA MINIMUM OF.1251
THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AN0.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT MUWON
LEA5T.125•THIK AND A36.ALLANCHORS INTO METAL SHALL EKTENDAT LEAST 3 SCREWTHREADS BEYOND �O�•. A OF
• • • THE MATERIAL C R106g12 ANCHORS INTO WOOD MAY BE STEEL.1"SS.OR 470 S.S. �C - RORIDP.- -\?`
ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS.
A LYIf1S/61II I I P.E
FL P.E.g 58705
TABLE 14A �"
MuOTon Ca ae Table bslFlr 8 T
Opening Width(forleltlraDy-speretl1g m16orls)arOpening Height(for twlimNaOy-spanirg lmmo- ANCHOR CAPACITY �+C
ADJUSTMENT FORMULA: o t
Wln mN 701, WN Wh tm in imh 140N 1WN u a
Rlshlgular rap'Mag Ralmgd# TrapT4anp RecloM Tap M. lummlgl Tnpnlvg. RwlanOuW Tnp'Na44 RmtN uN Tap'T4og Rec 4,co Trepmhm. Reclaryn9u Tnpt4anq Rw��l.ang�ela Tnp/TBang (DP®)X(ANCHOR CAP.,e,.�` FIST• u
126'i211' InaNry lvadn0 _nl Lwahg laadN6 lmdlp 'Lwdry Lw4Ne Lo M lydm Lw6g Ia,Wg -k. LnaAru Inabg L-ft L--v Iaadn2 \MULLION G1P.,e„ee EY u
x.12V Alum a a a a a z a a a a a I
E =ANCHOR CAP.,® 2 0
Tuba Mug
N� E 5 �e 5$ h �yPQ UBETHIS FORMULATO OBTAIN ems a0 LL
y -4 y y # y THE'ANCHOR CAPACITY 0)f d`d a$ 1 E9 d`d i� `Gd � dd fa dd f� d`d a `da �. dd s$ d Z> d3 ES d3 � d`n^ fs `G f a`nR d E�. @z REWIRED°CORRESPONDING O
144.2 526- I- 426 120.2 /� 1449 419 1m0 526 13fl9 111 .1 SID 1346 411 Sol 5ID 1341 411 - 526 -1 411 MI 5T6 134.1 411 51.5 SID 134.1 411 SID 1.1 111 TO AN ACTUAL PRESSURE QSufi 4m 1- 3T3 W.5 4W 941 3ID 6A0 4m .4 3ID .4 4m 81.4 '31] 53.7 - ]9.1 315 4 4m 78.6 111 1. Im ]6.6 314 31.5 4m Tfl6 314 4m TflS 314 REQUIREMENT FORTHE J C
.OPENING,WHEN IT IS LOWER _So- 823 3W 91.0 m1 - Sat ]93 284 - 382 Tin 209 S4.5 362 6].2 266 45.7 '= 646 264 11.2 3W m6 28f 362 63.5 2W 29A 3W 6:L5 2m In 6A5 2W THAN THE MUWON CAPACITY � -3N 8]8 318 T4.1 2E] - 318 642 281 4fl5 318 S).1 2W 424 318 535 -2S3 V.T 318 %8 2W m9 .316 4A5 249 2fl3 318 49.1 240 M2 318 49.1 248 318 49.t 24B (FROMTHETABLE)OFTHE 03 QaGSELECTED MUwoNITWILL (0 m
4A5 - mt 2i9 4L2 g 4£] 2t4 3£] 2W 40.7 21a 12ES
3T2 2a] 2T.5 2W 349 204 .1 256 A4 2m Son 258 >7.2 IDt 11.1 EB 322 201 2W ]22 03
ID1 YIELDAMINgAUM ANCHOR I- U (0 U.7 234 aS 2W 3S8 ZN 39.t 195 30.5 234 34.7 1. 31.6 1W Il1 234 -1 W SIA - 2Sc 1. 11.11 234 ID.8 1W 1£] 239 2fl5 107 234 - tm CAPACITY WHICH MAY BE Ul '2312 213 .4 tm 3L0 213 33T 1TJ 2fl5 213 29.8 in Stu In 20.0 213 2£1 1. 188 213 Il] tm 1£5 213 22.S 181 213 220 t68 213 220 166 USED TO QUALIFY ADDTRONAL 7 hi �. C
ANCHOR OPTIONS FROM THE Z U
21N 26.0 1)9 mt t55 Il9 179 2i0 152 2a4 1]e 225 148 2¢3 1Q1 15.9 1)9 .1fl1 145 ANCHOR CAPACITYTABLE. J aC1. 25.4 a R] 161 2L6 13] tTA 161 1Au US 11.0 1. J p R
]aN 225 152 23.5 13] 1flB 152 1A9 131 tfl1 1. 1].5 1. Q un ' G
F- N Q N C
..'a
TABLE 14B to ton
o
sulsealz 2h Covete LCar�ne�n 3.N Wx. 11dbx CMu FSM LMB PT Ww4 Mehl
Anchor 3/1C El 1N'ENo Lt6'aeWall tN-DEWaB Mt8-FYo Lt6-Bw 1/4-Ek wis, wall lies;wall 1/456Dco 5116'Elw i/4'SS FJm a108teel P126fetl 4128ixJ W �N
CaPwIty UBracm Uloazml Wracon. Mrecans ultrsm u- un- #Eracam Mtracm. AByeWle/ IALacw A8Ve6aNr Sc24lr>51 screw(65) Snex(Cu7 X
m N
(lb.) EQBepbNae(m 1- 2-1? 1- 2-1R 1' 2-11! 1' 2-1/2' 31/P 1• 2-111 1` 2-f? 1' 2-1R 1' 2.1I2 2 31R 2' OAB- 0.5<- 0.T[4-
Emie4mwl(T. I., 1i/4- I- l- .1J/4' - 13�4' 13I4' 2' I- 1-t/4- 1-111 1-p4- 1-1/1- 1-11I' 1-1/4• 1-1K 1-IT4- 1-1/4- 2 1JI8° 1�M' 4atles Q O
4AncMs®TMN.O.G/(2)2SSNgIa Gms/(Fg.tk/804s lW lb 60S Rs 1-1. 82016 12W Id 44018s 1]40105 1BW as 540 Ns SW Bo WA 7W 8n 460 m4 74UW BIOns t1WNa )401Se BW Im I-Nn 602M 665 as 11ID Bn ae Z O�
LO
PROOUICT REVISED
pl ing Witb Um Florlda
Building coda
NOA-No. 20-0406.03
Expiration Data 05/26/2026
TABLE NOTES: gy
Mlaml-Dada vraeaai control
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET"25 FOR INFORMATION ON LOADING. I-.1266"-1
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r
FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE I
3)MU WON 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. L .125 t\It 1111///
4)SUBSTRATES:CONCRETE SHALL CONFORM TOO ACT AST C-90.SPECIFICATIONS.HOLLOWANDE-TRETED ot,Y vN,y
CONCRETE BLOCK UNfi CMU SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED
YELLOWSOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-T5 AND BEA MINIMUM OF.125"
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEELTO BEAT 126-X211'X.12SMUWON
LEAST.125'THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MUWON) _]y;' No.58705
f �, THE MATERIAL#10 5#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S OR 410 S.S.
S;ONAL ENt.
A.LYNh IWIL P.E.
FL P.E.#58705
TABLE 13A
Mullion Capacity Table sIM1 ANCHOR CAPACITY
/ R
Opening Wiidth(forwitira*sparritg mUfioro)or Opening Haight(for lorimrtaly-spanning-ficnB) ADJUSTMENT FORMULA:' C
Nn Go in Tom e01n in too bI Min 11Dm Main PSG F
ff-e �-
pRedudePsutm (OP)X/ANCHOR CAP,e,,,,�
Pdo T4pmi" Rzlsnp8o TglRdasp. ftedel9der T.PlIdug. Mct.nWar Tpm-. R -w- erTI/PrT04ng MUWONCAP.,e,e,2a6a 26 9 1a96n9 tu4uae Iaedna Laedv t0Ydn9 Laadn9 to v Lanim lmdn9 tuscsn taea'O9 Laa➢n9 Wdn9 Lmdn9 Ineatg Laadlg Alum.TubD t t y y y r t N
NCHORCAPvon .y^, aa aUSETHIS FORMULA TO OBTAINg 8E ¢° `t oe � br a$ at a 6e p ae F7 se � g a °¢• p 'e e, FI e� �Ei s 5� � �� _� 59 1E 5$ E3 3 $' S 5 g� $ gE g$ y� �� - �� t� E$ THE•ANCHOR CAPACITYf ¢' s�, d`c� d`Ie 2:c �Ie i� $Ic' ie ale sg 4`pc f� arc f� o. s$ CIE 2:� d`2 s� 2 2:� a`vA s� d`a E �a a`¢ REQUIRED°CORRESPONDING U)
LU
TO AN ACTUAL PRESSURE Z F
QIn 174a an 170a 435 IVA 7M /TIR 478 1740 W 170A 500 170.0 992 tm0 512 17a.0 1118 1mD 521 170.0 1210 I70A Ul Imo 1480 1700 Ul IN.O 1T35 1NA 521 JNR Ion IVA 921 �
REQUIREMENT FOR THE R
bem 170.0 ]Oa 170.0 524 1N.0 Bs 1N.0 SBI I"R am INA 6N 170.0 Ity 170.0 081 170.0 im 1740 STY INA 1417 INA eN 1NA ITN 170.0 Bea Ina Im INA aN im0 226T tT00 6N OPENING,WHEN IT IS LOWER J O
SOA751n 170.0 74, Vila 5® Inc.Us 1N.o 031 1ma Im 1740 681 1700 tim ma "m I740 IW IMA 747 170.0 1481 In. 756 tla.a trm 1N.a 7. IVA 2a92 17aA T. im0 2NI 170.0 m THAN THE MULLION CAPACITY � (r9 U
(FROM THE TABLE)OF THE $ Z
SIb 17U 787 i7oa 512 1N.0 ON 1N.0 881 I= ma 11o.o m 1ma 1ZT5 1N.D 0m 170.0 14]I 110A 837 1N.0 INN 1m0 058 IToo 1113 170A 861 1TOR =1 170.a em 170.0 2550 170.0 8B1 SELECTED MULLION.[TWILL m O Q
Wm 1m0 e85 17a.0 N1 IN.O 1183 IN.O 797 1700 124a IVA R8 170.0 MY 1N.0 BM 1T0.a I- 1N.a 9N 1NR 17/1 1m0 IO3t 1740 2121 1740 108J IMA 247D IM.O NO3 IVR 2831 Ina 108] YIELDA MINIMUMANCHOR
CAPACITY WHICH MAV BE F- Z
Uh 170.0 9N 170.0 745 IN.a I110 MR 050 1..0 1. 1..a 9l0 170.0 11e0 IN.O 1m5 IVA M 1N.0 NN 1NA 1B59 170.0 1122 170.0 =31 IVA Ilea 1NA -3 Ina 1171 IVA NN IVA 1171 USED TO QUALIFY ADDITIONAL rG
5 NO 17MO B74 IN.O 7e9 17OR U11 Imo 9m 170.D I384 ITOo tom INN 155e INN lase IN).D 17. 170.0 IIM 170.0 lee8 174D 1210 Ina 233e INN 12N 170.0 2'27 170a INN 17OR MY 1740 Ina ANCHOR OPTIONS FROM THE �
72m imD 108] 1N.a an IN.O - 170.a N09 170A 1185 IVA i1N 1NA 17. Ina I278 17a.0 1813 17MO 1315 Ina 21T5 170R 1]87 17a.D 2550 IVA I198 Imo 2975 N, I= I70.0 34N Imo 1530 ANCHOR CAPACITY TABLE � Uf �O
min 1NA 11. 110.0 47/ 1m0 I- Imo law[17U
15N 1700 1N9 M. I701 1NA I= 1N.0 NIB t740 H2f IN.4 M43 1740 1%41 1TGR 2692 170A 1M -.0 314D 1N.0 1- 174o SSfl9 1740 1- O 0.
f 780 17" 1151 1NA W 1N.0 IMI Imo I116 I811 INA 12m ITOR 1812 1740 IN9 170.0 2072 170.0 1474 1NA 2302 1NA IM4 1700 MM MR 17M AMR 3T3 INA 1m IVA NU - 17m Q J
90 01 Ina 132E I'm. It. 1NA 1591 IN.O 132E IM IVA 149E 1N.0 2M I70a - 1740 2391 INA 17® 1NA 265E 1N.0 191E 1NA 318E tma 21M WR U13 1NA 227] 13fl5 Kt] IMR Min Q -INm tm0 117 1- 12s I7o0 ITN 170.0 1431 1983 170A 1U2 170.0 MY 170.0 178/ 170.0 2550 iN.O 1852 1N.a 2e13 INA N% 1000 31M 1m0 233E 137.1 3IN 165.9 2R0 INN 3109 150.1 24M I- �100m 1700 159/ 17a.0 tIN iN.O 1B1] 1N.0 18R 22]t 170.0 1B10 170.0 25N 1m0 20T6 1fi1.B Z/01 inn 2271 10.3 2N1 181.E 2]3l i2].8 278f 110A 22Bf 105A Z181 125.9 22N 927 2)B1 11flD ZIW � Nmtll m 1740 183E 170A 1451 t7D.D 1ABe 1700 1NaTAB] 170.0 iB]2 170.0 2821 IN.o 2119 151A 2B02 102] 22t0 IN.B 2W2 148A 2219 11].0 2832 128A 216E BIA 20>2 115.1 3126 881 28]2 108] NN X
lain R0.0 1TTf170.0 15e9 iN.O 2125 1m0 1059 2252 I549 1891 1>5.1 2252 141.4 1964 120.1 Z252 1272 18]B tm.1 2252 11fl1 fm5 00.1 Z1R 99A 18T1 T73 2252 088 181E 878 2252 81.4 IBOB f0F X
44m .11N5 1D/] 156410&1 1125 158e 915 tlm T82 1561 N.7 13N 99.5 I581 R2 1373 820 1584 MY 11 521 iW Wo I330 1/.7 1564 492 1N0 39.1 1591 NA 128] Q N Z U O
TABLE 13B g t•'O�O
6lmaeh 27Y fbcMe 3Y M[rele Uk- Weaep2U FaMCMU PTWIoa Mdtl �� � �
Anchor 3nr Elw tl4'Eko Y1r DeWN1 gf fkWtlt Slfr Bco 11r Eko VC FJrs Jnr�W011 llf RWdf WSS Bcp SI1r Bm gP 85 Elw mO Sled /125tee1 /t251n1 9 'n
Arc vTypc
Capacity IWacm lereno0 us4cal. I80/cpn. tlnrssm u0recpn IArazm uYncom Imzm. A®ea.mr Ima4m ABPeGmer sae.(05)sae,.frs) sae.(GS) PRODUCT REVISED
(Abe) Fa9e Dtulse OnI P 2-W T 2-V! 1 2-W t' 2-12' 1W P 2.1? t' 2-ta V 2-12' t' 2417 r >ve• 2 a.- nN 43N plying WAN the Florida
6n4dna9 MT 1a14' 13N' 134' 1-Y4' 13�P - I- 1J74' r 1-VP I.- 1-- 1-ll1' 1N4' 1-pf 1-UP 1-1N' IN, low r 1;1R 1;V0' fie/ elaldl�g wdo
Am1lun®t7s 72m.aa/slalmmmomet ap(Ra 18z):aaD1m -1A tmm aaDm 31a 1m -1m 220m e7Dm team wo No -1m >4Dm z3Dm arum 3mOn 5831111 JI4113 I93em ewIto 3111cs 14zm Smm NOA-N.. 20-0406.03
4Ancllme04er wA o.alslellmm(pr rme1)6v['1p 37 7N 1hs Team Boom 17e0m cmm 12600as NDm 1740Ins mzm Seam seam 7oem I49Um 4aam 74Dm e4Dm 1100m 7Q laa IMIte 1e92m 682m aesm 112om Eapirotian Data 05126f2026
B Anclon®1.T1-Wa O.a ISIaIdn14(m 054N)Oip IFp.4T I1Nm 1400m 101om 2595m B/Olta 25Nm BfOm 5T WA WA 840m WA I-ce, 6/5m I- 825m 1970m WA WA WA 1Ja1m 17NIas 22d0 to
4 Alclva®YMh O.a/(2)WAmia Cbpn I Fl9.5Y NO Im Team ON 1560m eN m4 125Um 410m 17401bs 189Bm Seam 6®m WA IN. -Ile T40m eGOm pram Teem B00m mft _602m BBSm 1t21m By y-j
aArctoo@1 Wa O.G/pl-AINIe Cip I(I 6k INam 1560m f36am 31Nm 1290m MN 9mm 3100ua JMaia 1-1. 11Nm WA IS2um 920m 14 as 12n01Rc 23Nm 1496m 1miw 3/BIm t_m In.. 2240m Mlami-0ade Product Control
12-ha,a 0 tA•rAa O.L.1 p).And.Om I F,71 1660m 2100m 14e01b,37Nm t28am J as 12Nm 51Wno WA WA I=- WA 1500m Beam 222am 1INm ?BBOm WA WA WA mZOn 2654m J360m
lARIaY®1.N Mh O.C.I l7Qp,ab.125'AWn(Ry 9Y WA WA WA WA WA WA WA WA WA WA WA Wq WA WA WA WA WA WA WA WA WA WA -nia,
BAIY7m®0.64'Mh O.C./IWip,4tp.12SNun lF99j WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2061m
2ArcMe®4Ar lebt O.(J FJAp(Fell 390m J90m 150m 09am 310m fiWm 22am BNm 1616m 2Nm 2BOm ]51m 1dOm 2Nm 3Nm J2Dm M.
3)1m Us. 946m Je1m 412m 5m04
1Ancivs 491.71'IAn O.L/F-®p(Fq.11T 5901a1 [NIB/ NSIM t2BBm Ram 1260m 405m 1741m WA WA 4Nm WA SAm Slam 740m 113m 861m WA WA WA E82m BBSm 11Nm
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
TABLE NOTES: .25V
FIGURE I: FlGUREz FIGURE 2 FlGURE4: FIGURE B: FIGURE 9:FlGUREIO: FIGURE IL' 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON 2.00(7 I.
LOADING.SEE SHEETS-FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `�'��O'•9CE7y.� �(��%
l S�
3)MUWON AND MUWON CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 6.000°
e e e• 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _>}; Na.58705 _
FIGURE 5: FIGURE 6: FIGURE7: a SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ *-
ANGLE --'G/�
CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED / '�V ��
(FIGURES O ST' OF ;••
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BEPRESSURE-TREATED �T'• (fi
/ 5-7)gE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BEA MINIMUM OF.125°MUST �CCsI' ORADI`,.'G\t'`
USED IN THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO //rS/pNA�EN�t
PAIRS. BEATLEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW q.L,4M,MI08FJ�,]P.E
THREADS BEYOND THE MATERIAL 0108#12 ANCHORS INTO WOOD MAY BESTEEL,I"S.S.OR410 S.S. rXr%2r MIlWON FLP.EAS8705
TABLE 12A �a55u�
MuMon Capacity Table IbalR) dE �'
ANCHOR CAPACITY
Opening Wmm(forwrUca*spm7irig ia nations) Height((arro/ImrtaBy-spertilg ll. c A0.
IUSTSffNT FORMULA: �
Sam Win nih win Coln imh Imh 11cin iwh
Reclan9i8u ➢prate- Paden ntl T-onh q. Rest mi-I T1aylle Ra (DP_) ANCHOR CJ1P.,e•„ F
2x4%25 Iaadna Ir>ad^9 lAadnp lwdn0 IaWp lnadnp L1am9 T Itecb'gtlr Teymrq Re.M*l Tmww- PectspJ. )rOftna. il-Wo, Traprdi Rec Q" TryYMei9 x
40• Lowing indn9 Laeft L.a V I-Id L.A. I-In9 INN L... Y
Alum Tube IS a 4• a r 3 ,,,r ,• r_ .• r r �r p r g �•, r �• 'r L�-,
a r r n r =ANCHORCAP_
Mullion .� � u �s 3 3 5= a a= J= J5 J== toaa J Ja da Je J Ja da J da 5 Jb5 b.E 8 b• b 6 r- 5 b 5 �� b5 b.5 b b• b USETHIBFORMUTATOOHTAINs� sE @ s1 @ .@ @ si §@ 5@ s€t �@ s€ s� � - oui
g 's3 �` s ,gJ §x � � �3s� �� rHE•ANcxoRVPAcrtv $ es� k� ns s� 2 s� d`e s e 3 d s z d` s C d d s� d`e" E� Y nb s o Y rc� s s e a d nb >: REQUIRED'CORRESPONDING Z
42 in 1m.0 6m 1Ta0 4m 1m.0 7. in.0 47e tma Me Into Sm in.0 9Bx 1m0 518 1]a0 111B Imo SN In.o 1.0 Imo 5N ime 1185 no, 521 Im.O I= 1m.0 .1 Im.O 1- Imo 481 TO AN ACTUAL PRESSURE
.REQUIREMENT PORTHE O'
4aIn n0.0 i08 Iran aN Im.a Bw Ini.0 W t7a0 99 1m0 6w IM.0 I1]] Imo nil Ino i2N 1mA 5In Ino 1417 Imo seo Im.o 1]m rno fiw 1mA Ism 1m.o Ma Imo m.` "ao 6Bo OPENING,WHENRIB LOWER J
50ffih Itoo 711 Inn - Im.o aw 1]a.a m1 Ino Io18 17a0 Col Into 1195 1m0 7M Into IU5 ITS. 741 1m.0 I1" Imo im 1mA 17m im.0 Tie im.o uc,t Imo Tee 17oA 2591 17. 7m THAN THE MULLION CAPACITY Q.p U
Mh tm.a Tar Imo 612 Ino tde 1]0.0 Cot Imo 11t9 tiOA )M t)0.0 12m 1m0 em RO.o I0/ 1m.0 w] Im.O 1594 In.0 aw In. 1913 im0 nil im.0 m1 tm6 aM Im.O x550 tm.a w1 (FROM THE TABLE)OFTHE K
SELECTED MUWON.ITWILL 00 p0 Q
wh 1m0 am Imo roi I7a.0 tow Ino mi IMA - Into Ma 170.o ta17 Into 9N 1m. ISM 1..a 998 ino Inl ITao - tm.o Nz I... fOw In. N. im.0 I= Ito.. taw 1m0 106) YIELD A MINIMUM ANCHOR t7
to, I'- 9w Into AS Imo 1116 1ro.0 W 1710 I= Imo W Im.o - trod 1015 1700 I6]] I]a0 1om Into 1859 Imo I= Imo MI 1m.0 11611 1%7 mi 1m.0 1171 Nag =1 Imo 1lil CAPACITY WHICH MAY BE 8- � W
USED TOQUAUFYADDMONAL Z
m wh Into 974 Into Tag InA I1w Imo 9m Imo 1]64 i7mo I= 1mA Toni 1ro.0 tom nao 1?m 170.0 - fmA Iwo Imo 1210 17aa 233a 170A IM 151A 2D7 Iro.0 I2w I]x9 24N Imo Iim ANCHOR OPTIONS FROM THE 2 N� m W
Tlh Im-0 1w] 1i0.0 Bw 1m.a 1ZI5 1T0.0 tOw IT0.0 ibm nao IIID 1m.0 Iiw into 120 n0.0 191] 1)0.0 1]Is Into 2125 im.0 1wn 11l.B 21M 1m.0 Hw iN.e 21B1 1ro.0 1529 10a2 21M Imo 1410 ANCHOR CAPACITY TABLE
nth Imo It= nao mT nao I]m Ino into ITao IM 17a0 I= IM.e 17% Imo 1322 IMI IM 17c.0 1411 14ae two Imo last MA IB60 161.E ims Im.l 5960 1M.0 I= aft t- I57.7 1m1 � w C �¢
nth im.0 115l into W Im.O Iwt 110.0 1116 170.0 1611 nao I2w IMA IM2 1m.11 1we 1541 I5a1 fm9 1474 127A Net fall ISO& 1f4.6 1m1 147.] Nm w2 Intl 139A ma M.9 Intl f]].8 ILL Q (a o
Coln Rn0 1]N 1m0 110 I19.1 I- i5d0 1N9 1Wa Cal I3 11w 111.a 1]95 121.1 Iim ..4 Im8 1- "a 0.5 139a Im.B IW 7- 1]w ..a 11. - 1]w .1 Inc, 55.e 13m re-a tow h j Q � m
wh 147.4 tam 151.5 1099 1 1229 I- 127.E im9 I= 1229 1112 Awl 9a I= MI ION a1.1 IM mA I= mT I- eM 1018 81.4 I229 722 9w 52.7 IMM9 W -1 I= bit 99] Q �aZ m �
Iwh Inus 971 Into en I88] 971 89.0 862 74.0 Col 'T]2 M9 M.7 WI M4 W 57A ah 61.5 an 111.5 971 %a BIS all B71 /9.0 T96 ]7.0 nl 41.0 782' 324 971 0A n1 U)
W- �,
an, 8t1 918 ro.8 90B 58. BI9 52:i 1w 0.11 9m m.i iM 47] 919 51.8 n4 347 919 44.8 nS N.1 919 4a2 742 M.8 919 37.1 1]2 Wroes 718 6Z9 nm M.5 me 53.9 7w 55.8 w5 472 i86 141 886 41.9 i69 N.1 Bn ]].] 7m 40.9 6m 31.a 7m NB 6A 210 18B ]1.0 Mt 210 7m 2a4 mfd ay N2 601 X4 SN 37.0 499 312 50 ]SA 191 2]A SN N2 4m 24.3 SN mJ 4m Nd SN 229 174 152 S18 19.6 161 15.8 Me 172 ASS 13.7 W IM
D Z.to IUD
O
TABLE 123 �B 5 K
SWsirbe 27a®c¢N 91 C0a/tle 3.5a Cde. Hotoa Wu PTWow I1cNl
Anchor 3Ehe I"Eh0 3N6'DeWae V'rO aI al-E.. af-Eha VIEao Yt6.OtWM VP RWaI 1/4'39 E.5n6'Eho uC 53 Eko a103@tl a125htl W25ha o
Capacity -hat". u- uersmt un- us7mm. unacw If- uem:m umam. ueam. A97- Unman Al aN-s!nP)sane.its)sver(O9) PRODUCT REVISED
Qb•) E�OWaae Qnj Y 2-V7 V 2-t 1• 2-1lC 1• 2-12 3-tB• 1• 2-1/t 1' x-K r' 2-t2 Y 2-tr! 2' Stm• Z' a.4ir n64' a32a• P.Ying wlN the Florida
EmIm0101 Qnj 13'4' 1]'4' 1JI4• 11'C I4r 1JIC INN• ta1P S 1-1/4• auo 41N' 1-VC 1-V4• 1-VC 4VC i-V4• 4W' 1-V4• 2 IA/0• I'YB• •ale3 NOA-Mtg Code
xAlcfm Garr MlAoclslwadaolmap aq.l5zf]w. morn 4wM mob 31oM 6sco 2mM an. tw4M zmM zmon 35fM tanb - ]mM 3mim 5wM ma am EMM w6ms I. 44z M, smca NDA-No. 20-0406.03
4Ar¢nm®2bS Mh O.C./Statlmd(..fm Cp(Hg Sj T.M Nab flmM 14NM WA ew ea N/A 695b 4- 70M W51M I-ce NA amb WA mm M. 11IDM EMiation Dab051262026
6Arsivs®1.]Y YIrt O.GIS1ad3NWGO *CtP(F%4)I am. Om ]m. t9RM Heft !Mft =ft 2956ma NA WA TM NA 799Re Swim 11wM 091M 1478M NA NA WA IORM I327M -to /
4 Acc-0'Mh QC I M2ia Ange Cpt I(ft Sj]met Mcs ISmms 633M 1-1. I.M INOM lswM NA )Cob
b 4w1ts T01i,s MOlra ttmb ]401bt 8811M ta92b m2b max; I'm b BY !/
6 Arelmt®3•M8540/(2)215 Arse nips I n.61 11-11- I=-230M OM 1nwlm eco t we0i 2B64mt 01 MOb NA 1109a Mna 11- -1. 1-1. 1- Iamb ?BmM 1— 1— 16m1m Miami-Dad.Product Cunfrtl
]A/cMa®1JY Nh.O.C.IUQq.wa.tS Alnn.(Fla]j WA WA IA NA IA NA WA WA " WA WA NA WA NA WA NA NA NA Wq WA WA NIA W31
6An[M949 alx MSi.O.C.IULp.Yb.12P Anm1.lr1&Bj NA 'WA WA NA NA NA WA WA NIA WA N/A NA WA NA WA WA. NA WA NA WA NA WA 21 1. _
2Arclm3®xWMh.O.WFOP(F9.9)3roM anion 31SM TQft 31QM 6mM 2mM ®M 712mt WA mnb HA Mato N3 he 3- - ?BBM 311mt NA 40 nit WA 311M -em SmM
9Arci•m®17t•Mh.O.C/F� 10j 4tlM Smb m9M 9mb 363M 945M 3MM 1279M NA WA 3mb NA 399b 2mM "v6M 3wld nmM WA HA WA 511M 6MM BOM
NOTE FOR THE OFFSET CUP,115E THE SAME ANCHOR PATTERN AND ANCHORVALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE I: FIGURE2 FIGURE 3: FIGURE 4: TABLE NOTES: 2OOV
111111 f1t11
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS. � �..-•'••-••.
FIGURE 5: FIGURE& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE - ��• P •(�
4.000' No.58705
3)MULLION AND MUWON CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN .25(r x: 14-
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
LOCATIONS. �-p••..G�'-�-o :'�`
IGURE 7:-FIGM 'F{GURE 9:- FIGURE ID-:. -.,ANGLECUP.- .4)SUB57lRA7ES:C NCRETESHALLCONFORMTOACI 301 SPECIFICATIONS,HOLLOWANDGROUT-FILLEOCONCRETEBLOCKUNIr .�T,,•- TE F
ORIDP.:- \
(FIGURES 586): .( '1U1Sf[ALL CU RfA I'ASTM C90.WOOD SHALL BE PRESSURE-TREATED YELLOWSOU7HERN PINE WfTH AN SG OF 0.55. '��5&
MUST BE USED ALUMINUM SXALL BE 6063-T5 ANDBE A MINIMUM OF.I25'THICIC STEEL STUDS TO BEA MINIMUM GRADE 33 AND.04.5•THICK(18 rX4•%.2SMIALON i7]�O`N1 ALiEN13
L_L
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.I25-THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ALYNU MILLER,P.E.
THREADS BEYOND THE MATERIAL 010 a•12 ANCHORS INTO WOOD MAYBE STEEL.188 S.S.OR 410 B.S. FL P.E.#58705
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•n.+=Z7 `n \ b =� c 1.25 X 3.94 X.624 MULL SPECS
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JR�SOWSKI O6/2620ADDED NEW ANCHOR TYPE. tREcisrrwnoMerzmxme
ABLE 6A O�8
Mullion Capacity Table(IWfR1) ANCHOR CAPACITY
Opening Width(for-fica*spamilg mWom)orOpenmg Height(forlo4mleaai-Bpaming lmmart) ADJUSTMENT FORMULA: o<
50E BeN re 1n BO of Be in _ too hl lm in 14a tfiON F
ANCHOR CAP.,e,,,,
Re=1•�P4n roDrrnw. lauagw, raAn&e nena,euo r,Mm Reclmada T.Pllu np. IlBcnocean TMtvrnaN. neeerewe TepT4eip. Beem+a'4n Tr�mam. 11eDune4er ralYrmm 11ec1enwW TngJMena (DP�)X� o
1 x4 Y.126 1aAdeB L9eAig ImdnO 1naJP9 toadea laadna l.oadnB Loadn9 loadne lnaZe lmdna Lae000 LaaBN le.,ke Laa4eB taa4uN 1aaBna laebn8 MU WON CAP.,ev" a� e
Alum.Tube n E Fa_ r I
P P P L r a x P £ 'E.-. t •.. f P .F• F .Fa' F P P �' L E y k' =ANCHOR CAP. w
Mumon s 5 € a s g� g g € as' .6 € " M's�. S€ g $s ' '� g 5 ��. o q ' Ea. a ga € N
3 Se 3u i4 3 d 17 3 7 3 Gr S 8 6 S 1� 8a u de S USE THISFORMUTATOOSTAIN ;pr 0 W
_� ag g E@a `.� a� E�' aF 5� a_ p@65$ 8 ae. a �� a.€ 5g THE'ANCHOR CAPACITY f0
$ z E a rc� @ € a`a` ' € dKnarc f @ REQUIRED'CORRESPONDING:€ arc i� [ f@.dne" i '� a� f ea s s Vie" a a TO AN ACTUAL PRESSURE Of
4]5 170.a17A0 47B 170.0 BE D.Il SOB Irce BE I".0 Me 170.0 111. IM.O m1 170.0 INN IT0.0 szl Ira. 14BB 1740 Rt 14s,0 HB9 1T40 531 127.8 1469 I- ShREQUIREMENTFORTHE J 24Bh 17e. -708 1740I
17a. 1- SBI 1me Bm - m0 in.. 1133 17ao WI IT- 1275 1.. 67I 1W] 1N3 1r0.o 8W 13a3 1]m tT0.0 fieo 111.T 1]m f70.o W 07.7 Ism ITOA. BN OPENING,WHEN IT IS LOWER 7W.QB I]0.a 74l 1709 170.0 ImA ml 170A I- 110.b Bat 170.0 1195 170.0 r23 15B.1 IM 17ea TIT 1Q.5 1 5 17aa 7'.B 117.1 I= 170.0 7BB 1m.4 1235 free lye M. 1235 110.0 l56 THAN THE MULLION CAPACITY � a Z(FROM THE TABLt70FTHE W C,.ie in. Tor 1T0.0 17GD th.a Wt 1i0.0 1116 114o TSI 16/.4 1158 1T0.0 BOB I]]2 11W Ir0.0 m] 12]5 11m veo w 102B 1158 TIRO .1 W2 11W 1TOA B61 TT2 1158 1]OA 861 mSELECTED MUWON.RWILL170.0 1W.] 1ra0 Tar 112a t0/2 161.1 Bl2 12s.1 1042 14B.i B15 1113 1012 1]B.B W1 1N.0 td2 "o2 7B1 mA 1012 725.E TB2 TIS td2 1T5.1 TD mS 1012 lAl Tm YIELDAMINIMUM ANCHOR IBN 1r0.0 1512 Im6 B1e 129.E 9m 1N.1 T89 113A 892 1]1.0 rm 100.8 B82 12f.4 7m N.7 892 114.8 7Y 758 BH2 106A ]I5 fi4A 892 1m.0 7N Sfi.] 982 1080 TN CAPACITY WHICH MAY BE ZUSED TO QUALIFY ADDITIONAL614 9IT 1700 1]1B 140.0 T86 116.E 811 1]0.] 7ld 1mA BIT 11r.T rs2 81A 911 tOaT Tie B27 BIT 1023 l2/ fifl9 B/7 Bs.1 713 W.1 B/r 910 T11 51T 9{T ]11 ANCHOROPTIONS FROM THE ? ()u ..W B 1132 121.6 Tl2 97.0 a19 106.9 me &.o 819 9fi.1 1% T5.5 619 09.7 686 81.9 619 B21 6l6 W.6 619 75A m9 IBb 0/9 TL5 m2 425 BIo RI mt ANCHOR CAPACffYTABLE j aMin 1155 M 120.T BB.] 1.6 Bm as m B0.0 61P T22 rm ." 629 fi12 7m 742 6m 57.8 M 692 61] I8.1 T62 622 fim /ID' T62 59.9 Wl ]6.1 ]m WA 595 '-1TN1f1A W.0 qB ml ri] JrA m.9 W9 W.B Ttl T1.1 599 59.1 T2I m.1 591 mA' TtI m.1 5e] 115 T11 5]A 61] Bat T1I 61A 56! NA 72t mb 5m F-BOn WA 5{] ]1.0 5a0 mT I71 {aT 51] 529 466 /l.5 5U 4].1 45e N.fi SU 128 4m ]I.e 61] ]95 IIfi T9.0 51] ]I.B IBfi 2I.8 51] 31 4N 21.r 64l N.r 42fi ZQZ N NefiE 515 470 58A I].B 41T 11a /0.8 ITB 432 H2 BS.B IlB ]a5 IOfi ]1.B 4]B 34.B 100 20.1 !h ]2.0 ]95 21B 4lB Ze.1 386 20.5 4ie 2ifi 3N 17.8 Ora 212 ]re fD1- IUJ 37! 41.1 S1.1 ]/8 Sly 2BA m N.O ]N 252 3TT 28B ]25 324 ]Tr 24.0 III 20.1 3T =A 317 Me 3TT lob 310 14A J71 17.1 3H W 7111n ]l.t 357 ]l.e ]aB ]lA ]1B 265 W U.fi 313 2]2 357 N.1 >m 20.8 35T 22.0 NS 18.5 1ST 20.1 ]m la{ ]51 1r.4 291 � XV N 211 2I1 21.0 ]m 21.7 2T0 18.3 ]W 18.2 2fii Ifi.] ]O6 fTA }B] 5..) X ¢ O O
Ium 17.o z1z 172 Z m00 In
-ABLE 6B �a
swatra 2h W[21e 3k Ca2Me 3fi mm. HDIoam1U FlOe4 CAtU mWODd Metal o n ���
Anchor ArchxTY m EaO OeW WEao &IS eB V�OeWeLL M16'.Ow 3116 pco 1/4•EY9 3It6•MVM UT O�We, _ss D=9 N1S Bc0 11 68Eka al.-1 A1231ee1 M2Slee1
'Capacity Lee, u6aeal ulydcma Uuocma ur.rort uBa� unaab latac9nl umwD. A9•caa uBxm A9•edla<sue.(GS)sDoeJG5) BDmT(G5) PRODUCT REVISED
(fig) FABe Dse2e(mT 1• 2-t12' 1• 2-1? 1' 2-1? 1' 2-1!! 3118' T 2-1R 1' 21R 1' 2-1Y1 1- 2-1? 2 1W 2 0.dS 051' 0]21' as complying wiN the Florida
FmBatrmMOn 1-Y4' -- 13�P ty4' 1af4' 131I' tall 13'4' 2' 11", 1-1/T 1+IIP 1-V4- I-ll4 1-V4' t-Vd• 1-ll4' 1-V4' 1-tIP S 13'B' 1.SR' feces Building Coda
2Amams®4.rS M'vi O.C./BIe�NmOBad C6D(BV.1 90as 2W D9 691 E5 Ble na M1 Ds 112 as Sm Ov NDA-No. 20-0406.03
-1. Enfa 31a Im I-co
9tID 1T5 9m4 SX a N7OaNmTaE 5n10sEWmA WA
Imv® SKG6N(aO )6Pm4377mln 700M 560a 1410E A . s BW Es WA 6m We m51tc 11N as F-t@tlatlen Date 0512612026
BA21vs®LIS ME O.C.19terde4(n 06eg 6PIRa 41 9fi01Ds 14W Ila WA WA 8101fa 25NRa Td01ta WA WA BIA JW•s WA WA 1- lanue ru WA WA WA WA 13ma6 iRO Ra 2M0 oa L�
IArclers Q3'MIn O.C.I R)2i5ADpe fxpsl(Fe. 7Wba 7Nuo BE- I-co 6N Ira 12W Itc NOlfa 1T401G 10961as SN co SW ca 'WA 1fi0b LW Be ]40 E1 8/0m 11W Im ]40 ae BW as te9246 fim as BBSIM ltal� By
BArtlen®3'Mn O.G/T-02s5A1ga 6w/lRa 6T 11N On tfmthe 10N laa Z310 Rs En. 1B90 ue 6W Ea 28104s 2A441m B10 Be BN Ba WA 11b Im WOES 1110. 9m0a 17401td t122� 13201b; 2me Es f022 Ea t32T Om 1600 Bc MIam4Datle Pr•duet Wnlml
d AncMs®a4S 3dA O.G/UCIA Hn.tB Nvrt(RB.77 WA WA t1N WA WA WA WA WA "WA WA WA WA WA WA WA WA WA WA WA WA WA WA 14N E5
2Amm Vr Ma O.4/F6p dIa 3501ta 350 We 29ouo TO51h5 310. BN It -I BW Its 118 Ra WA 2N Ba WA 315m I.B. 3m as T551hs 6N Es WA 140 Es WA ]4I0a 1121M 6W WB _
4AncMa®1.15 Hirt O.Cl F4xp(Flp -4W Ila TOO Es fVA WA 3xlas 1260IW JM lbr WA WA WA SBO ps WA WA WA r40 an WA WA WA WA WA 6mm BBSla1 1120 ao
407E FOR THE OFFSET CLIP,USE THESAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. _ -•1 1.000"�--
TABLE NOTES: _
FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURER: FIGURES'. 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE //1111111
• SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE _. 1)CENSF M�C� ._
Q:
3)MULLION AND MUWON CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.00T No.58705
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW
FIGURE 5: FIGURES: FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. N
• • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FlU.ED AO�•.- SA P -rr✓���
BLOCK UNIT WIHANSU)SHALL CONFORM TOAST MCAO.WOODSHALL BE PRESSURE-TREATEDYELLOW .175'
• SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 60fi3-TS AND BEA MIMMl1M OF.125'TMICK STEEL �]s -• C�
STUDS TO BE A MINIMUM GRADE 33 AND.045 E'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK �' //,S,70NA�L�E SDI
ANGLE CUP(FIGURES ESE)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8 I'X 4'X.125• A.LYNUMILItLR P.E.
912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MUW ON FL P.Eit....
TABLE 5A
MuNon Capacity Table se ®�
Opaafng'Mdlh 0or Benbcak-speriirg mU6am)arOpening NalpMpoRonmrda➢k-SparrirgirSADTIS) - ANCHOR CAPACITY
Min Wm ]0E WN WE 1W in in11 140E loom ADJUSTMENT FORMULA: _ e
Itedmr&ffllaa
p_--wAai RapfiSAnp Reelanptlm TnpfTOaq. Wclanpial TrapfiMq fi§etanp08 TreplTM1ea. f@cIWPAm TeYRlW. ReeimPM1a Tfo➢fiM1vq. Redelp4e TnpRM1enB. Rxlenp0® Tnp11Wp. /r ANCHOR CAP.,a.., m S
1^x3.12S'X. �^ Inadrly Loedm9 lmdnD Loa�nB 'Lq Le-9 W.&M � ludm �LoB&D laadnp IaadrN tmM9 lnadn9 lwdn9 I� luaSa (OP)X`MUWONCAP.,e•,.,�
SDO'ANm i. t• a x r n n r r g r r r a x _r a a a p _ r r a r r a a r_ r r 'u � u u u 1i . . a Sa CAP.® ❑ LLfiL � `04 `� ppg `25� t� 5$ ^rat ig$ `ep ° � a 5� �g u� $a� �g r� Sc t `^� c�gi USE THIS FORMULATO OBTAIN =�� 2 3 a 5 3 �. �a $ � �. a 8 S '�� , ' THE'ANc11oR CJNACITYzms� a` yea as sue, �rc �d sat �o: � sue. eX f� a so ad se �f"e � z�. �d s'� �rc sue. �8 s'o
REQUIRED'CORRESPONDING tt
12E ITOA 621 tX1 {35 ITO.o TN 170.0 In 1]0.o B65 17a0 SW 170.0 992 1"a 119 1]U.1 Ill. 17a.a 521 mm 1N0 170.0 521 1TL0 mas 1i0.0 MI IMA 1T35 Imn 521 IUA IBM Imo MI TOANACRIALPRESSURE j C
WOE i7Q0 T00 1]0.0 524 170.0 BW 170.0 sN 1T0.0 992 1]a0 Wo 1]0.o i1N 1T0.D WI t10.0 iZ79 11D.0 BT/ 170.0 1H7 170.0 SBO 151.7 157T 170.0 'WO 195.1 i5R 170.0 B0 Iwo 15n 17a0 6B0 REQUIREMENT FOR THE
OPENING,WHEN R IS LOWER is �n Z
M�a 170A 747 VILD SW In.a SDB 17D.0 Wt IXB INS 170.0 ON 170.0 f185 1T0.0 723 17Q0 INS UID 747 IM.0 11.1 1]0.0 75B 1111 f485 MD 7M 12I.5 1495 1", IM iW.3 11W 1T0.o IM THAN THE MUWON CAPACUY Ulm O° Q
Uhl i7Q0 197 170.0 812 iT0.0 BM 1T0.0 W1 170X 1110 17U 7% 1T0.0 1275 IM.0 BW 16fl1 1401 17D.0 83T 149.5 1401 1]0.0 BM 1N.8 1401 Daa W1 1W.B I401 1TL0 WI .14 1401 170A Wt (FROM THE TABLE)CAPACITY ' m
Win In.. BW IM.0 7.1 1T0.0 IOW ITSO 721 150A I1M 17MO BIB 1N.7 IRS 107.0 ® 1213 I1M iM.S B17 111.0 1/M I48.T 910 825 f1M 144.5 BW ]B] 11M 1M3 BW WA it' " 5W YIELD SEUIECT
MINIMUM
ANCHOR
m
YIELD A MINIMUM ANCHOR LL
Win 170.0 B30 1]40:]IS 15AB f0/8 1T0.0 !M 131.0 1019 15i5 WO /18.8 1d9 141.7 OIB 10BS 1019 1SG0 B3B 85.8 1D48 1255 LL
B28 T0.B 10/8 118J BYO W3 1018 118.9 818 54B 1019 11fl9 Ote CAPACITY WHICH MAY BE [`
r� USED TO QUALIFYADDRIONAL Z w 0.WE 1BaB 955 1]0.0 75B f3B.0 855 /51.3[311
1f0.1 B55 1317 ]OB 1012 BM 121.t In W.6 BM 112E 765 W.1 B55 10fl1 ]57 615 aM BB.O i49 M.fl WS Bfl7 ]48 521 6W 817 718 W e
ANCHOR OPTIONS FROM THE O-}� �
'RE 1255 BW 1N.8 e9/ t01A BD'J IU.B 81.5 OW 101.1 6T0 0..3 BW 912 6M 71.4 8W W.9 NB US OW 7&0 U2 515 eW 722 W2 45.8 W3 W.B 828 40.1 BM W.1 62/ ANCHOR CAPACITY TABLE J III 6Q
min lot Tli 1141 528 81.0 iH wo mo m W.1 BOB BS] 721 TO.D 505 80.] RI 70.1 BOB $4.6 'TA1 614 51. I56 721 9.4 MB No Ttl 5fl6 MI N.t 721 Sflt 5W Q -1 � N
]OE MA ON IcSA.Soo M.2 634 NA 722 W4 7SA on Oil 6N 70A SIT M.1 6N .A SM W.5 W4 M.9 551 Q1 881 N.1 511 36.1 6N 51] 538 31. 6B1 50.6 5l1 1"' Q pt N
WE W.B 511 BI.B 4M U.B SN 5l.3 47.0 514 W.0 410 41.1 514 44.5 433 38.5 511 40.5 427 32.8 514 37.3 471 VA 514 W.0 412 23.5 514 &LA 4W 20.8 514 29A IW Q w
WE 542 452 wi 101 4i2 152 47.0 3fl7 4M 4B.B 380 33.9 452 38A 3N 30.1 4U 32.9 375 27.1 452 30.3 3/3 215 452 26.5 385 1BA 152 242 358 1fl8 152 22B 355 N K
108E U.1 357 3B.B Sd M 351 32.i 212 35l ID4 312 AS 357 252 308 21.t 35] 227 3W 1B.0 35T 20.0 IW 15.8 357 f0.0 283 116 35T 1fl1 2BT 11.8 357 1i0 2B1 W111E 3if 33B 35.5 308 292 378 3af 25.0 338ID.1 2W 2f.B 330 23.1 2@ f9.5 3M ID.e 2W f].5 118 19.0 281 Ha ]W 18.5 Z)B 125 3]8 14.8 ZI3 t1A 3N lag &9 P1 N120E 21.7 2W 2B2 ZW 2L1 2B8 23.] i9.B 2W IDS 156 1i.3 2B9 1fl1 252 15.1 288 1B] 24B 118 7B9 11.8 21fi 11B 2W 12.6 240 A8 2BB 1L4 236 A.T ZB9 ta.t 232 U )C Q 52 3
NO N
TABLE 5B �$ ��
fivastrate: 2h(�aaeA 3k CarPnle '1St Coca. IbBoefA10- FTN e41U P7 Wpe0 tleial
Anchor ins Ex0 1/4'ft. wtIrmwat- v4M at sIT0.. 1•te IS.. v4•Fae 3rla lxwaz v4•oewdt va•s5 Dc05•ts Efw 114•Bs in... 612Shd 1 126fed PRODUCT REVISED
Capacity ArcMTyw: 1JBvcon Ueacm UBIazeM wncm+ uVaorn IOhaCon Macon 1Ara'm� wapwr ABSnD VE.n ABgr d.Sa L.bare.Io5) ao pB) rdplying with the Ronda
(m8) SEBn OIateLe Qnk. 1• z-1K t• 2-1K 1' ?lIT 1- z-1K 31� t• D1K 1• 2.1K 1• blK 1• ?1K z Slw S a48• 064• o]2d• Building Code
EmecdrcM Dnk fart faro• fora• IaN• tsa• 1a4' lard• I.4' T I— I1W 1.ur t-nd• 1-V4• 1-1i4• f-1/4• 1-UP 1-v4• i 1.ve• tare• lea.. NOA-No. 20-0406.03
2An:Ma®4.T5•LUA°.QISIaNea®OBaat®p(Flg 1T J9DIW 3W WS aW Ea. Bodun 3101le 6W 9a 2ID lM e'/O Be 16N Im 2/09a 2W as 354159 140 Dn mmn 310IGa 3ID iGv Vol. V41pv Su. -1m NtBn 442Ws � SW Es Expiration Date O5/2612O26
/Aiclea®1.tYNin 44/61vWN(m O�d)mPIF1O2I dW l� 7W� WA WA 3IDIAa 12W IE. J/aim WA WA WA 3W Lea WA WA WA TWO+ WA WA WA WA WA 6B20a WSIM 1120 en _
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3Aa6as6a.45•Nirt O.4lllfipido:l2S Nun.(Flg.4k WA WA WA WA WA WA WA WA WA WA WAWA WA WA WA WA WA WP WA WA WA WA tOl31Ba M18m1-0ade Product Control
1Arcler/F pplp.5k 10510s i951ta 2251hs 445We iM I68 N60m 110 Ea 435 Om .2 W+ 135 as 14aNv 171IW 310 as 115On 1W me 1W Un ZW Da 1Bt Ba 9321te 4T3Be 1W� 71115a 2W De
2Artiga®1.f5•Nn O.G/F�p(Ffa 6k 2lone SSOIpa WA WA 1W lw 6WM 1W Im WA WA WA 1W Aa WA WA NW 3TOIb WA WA WA Wq WA Nth d4210s SW Da
NOTE FORTHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
. I-1.DOV^i
FIGURE 1: _FIGURE 2: TABLE NOTES: r
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
11 t1111/
21 UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ♦♦♦ VLYN ']
3.125'
FIGURE3: ♦ �ON,,....,N�i''�,
3)MUWON AND MUWON CUPS SHOWN ARE NOT TO SCALE FOR EXACTDIMENSIONS.SEE SHEETS 21-23. '��1�•' UCENSF'-,C�
• • • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICi1ONSSHOWN ON SHEET82t-23. t
RGURESSHOWSUGGESTED,APPROXIMATEHOLELOCATONS. _*: Na.58705 '
.509, _
ANGLE CLIP MUST BE USED IN PAIRS.• 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 391 SPECIFICATIONS.HOLLOW AND GROUT-FILLED =-O
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASIM C-9U.WOOD SHALL BE PRESSURE-TREATED _�]:�y ZO:�-
FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125• - pX3.12sX SMULUON :0•-. Si rE F (UW:
THICK.STEELSTUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (1'VF MUWOM
• THE MATERIAL.#108#12 ANCHORS UEAST.125-THICK AND A36. HNTO WOOD MAY BE STEEL,IB-fi S.S.OROR INTO METAL SHALL EKTENO AT LE 410 A5T 35 CREWTHREAO6 BEYOND ''�'SS�ONAL E�G♦
0.L1�0MI '9k P.E
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i:=c_ ,c �. owl:
4 S� 1.25 X 3.25 X.B24 MULL SPECS
u '+y:2' %� a smear lea.: omnnv Ro. snbn:
v 2c'•.. O ;1ya` �� e m N/A N/A 8300JR 1 Rer.4 al 2 lorgYmIYYPaaCr omPe
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RI R 1ACfWRK1 "'88196190 AI7I FD NEW ANCHOR 1 16
TABLE 9A
Maffl n Cap,,Ny Table(me]Ar)
Op a Piz 8
Opening Width(I,,wrBw P}apafmirD mldloru)or OPenlnp Xs'ryhl(for h5limNaeyePamin9 rru¢Blc) ANCHOR CAPACITY ppADJUSTMENT FORMULA: C c
WF Wm . mF WF WF - 1Wm fmF NOF 1WF yyf
Raefenwm TnPrT . Rvferpmr Tnlyfmnq. Rfclmwmr TnpITBa,e. ReenmWar RaplMma Pecimwar TnpRn•�g RCImpWer Tnprt,tvp RacNnSri9sr TnpTtlmg. ReeWpJer Traplaivq. RINnBNv ]nplr4nq. (DP_)%ANCHOR
1Z51]26 mNep ,N LnQmO Le•fnB melhp Iua1W LmynB LeBCa9 ,Lnadnp WPnp I-a L N LmbnB LmenB feaBe9 I ft Lm9nN LmbN MUWON CAP.,e,Y �Y� G
Y.10p w
AlIL
um.hbe L F• n p =ANCHOR CAP.m ' a
6�a yype 0r,,5C qqpe EFL 6 6 qp g qqpp aa6 qp pa $$ gF, qp .SC qpa qy W
qprS� qp�gtp3USE THIS FORMULATO OBTAIN@ 2 I2 Sf i& f e 6 sf Z& .1 21 118 1@ 21 3 I t 3 M I f Y& THE
CAPACITY (n #^per F
FtEOUIREO'CORRESPONDING Z
aF 1raoI na0 ae tmoI eW Iroa - Ra.O WT nno s1c 1rao tna r00 u1 isa3 I the no.0 st, Inr lt.. ....o az1 foss 1t1e tmaI m.1ft10 nna 5. TOANACTUAL PRESSURE O
NF trao roe 1m0 u1 Rno eW nm 6 tln.6 me nod Wo I'll'Te Rao W1 i]0.1 ere Rno m 1- Bie Ila. car aT.e are rmo seo M.e e]e +r0n Im n] Te nno 6W REQUIREMENT FOR THE - ir
W.DSF +Tod ]n trap sW nna e9s trn0 as' 1W.] en 1md ea nna Bn leas im 1n2 9R fsaf e9s toss m 1ssJ eW e].B .1lssa Ws rsA en 1seJ ens 6ss 9n lsaa W.s OPENING,WHEN IT IS LOWER � ,_ x
THANTHE MUWON CAPACITY 2 Kz U
31F 1ra0 ]n ..... 6u 1.5. M9 1- fist 132s 969 teas 6W IIS9 009 ntd 6W Imd eW nl0 6W 92] eW 1]B.e 851 nd eW 1xflB 652 W3 e69 tint BSr s].B afiB 12.c 6V (FROM T TABLE)OFTH
twin ] a a1 JA J $nNd9 . T N 6 - ELECTED MULLION.ITWILL Q
6 Wm 121T en 1u.o na 1011 fir] nu sW en1 6>] fm1 ns nJ an BIA - ea] fin ei2 s1.s en 91.B sl.s m n.0 sm en m] sa ]ar 6rT ra] 5m YIELDAMINIMl11U ANCHOR H at tD W
CAPACITY WHICH MAY BE W Z
J MF Imd Blr 111.1 6lo ea] Bt] AD 519 617 .en] 309 6)J 61] TtJ 6W •d.0 el> >26 191 S]d 617 M.i W9 IAe el] 1W MA 6R (33 183 31e eli W3 IR IL
USED TO QUALIFY ADDITIONAL y
rzh W.B 61e eLl Isa eat ste ]I2 Io W3 sm -2 au s1.e Ste 5ne Rs Ie.+ ste w.2 MB Md eta W.r MI xs III. alas IOe xne sta - AN 1 51e 1 4&0 ms ANCHOR OPTIONS FROM THE Z Nayy WO
c T6h ]od I63 TS] 108 3n] Ifi5 626 ]9B WJ 16e 548 ]9a 11.1 IW 19.1 192 Ins IS] Te 352 1M I2R ]]I 39.1 Ins ]8] ]6T 252 I65 ]03 ]& 2zo I65 Sax 3M ANCHOR CAPACIYTABLE
mF. 6s2 141 eao .7 sIJ M1 T.i JTB aLa IM 50.6 T2 InB Mf 0.4 ]93 141 M.e ]¢0 ]tfi 111 ]e.1 358 21.1 Ill 31.0 M9 t19 .1 .1 318 2n1 M1 ]2.r ]Is df QY
Bom 12A -3u M.e xss ss1 3]: n.a 2W ]a] >u 323 201 xea sTx 2ae 2W ns a]x M1 ne 213 - xn R.7 ss2 xu 2W 1s2 3a 26T fn3 33x tai ao Q o o
eBF 1].0 11®11mE' 22.6 310 1 nIn 2 IIo 21 2 E tl.e At U 11 21 21.3 tid M 18.3 2 K
m281 SB t2
21a S12B 205 20 R.5 230 fl tot 141 13 1Po F_ -Z
23 mN 1Br 19.1 1M 162 1fl0 1Bt u.,
tmm n.B 1T 1fl2 1]0 tAB IT i5J t0T N {7
X aN Y
n y
g 3 3
TABLE98
SWntra1C 2h Cmnefe R(be21e SSY Coro. Hoeow OlU Fam OIV PTWma Ntlal
A..hcr ArcMT 3/16 pm V!F]m ]Itl RWa6 VI•@Walt SIl Bca 11S Eko 111•Eko arts 0ev/aa 111 hWffi W59 Eke 511E Cw 1116SFYo n10 Sletl n251ee M..
Capacity i t2lmcm tsracw tnmeW+ t3Baawr. tnrarm foram Inman tmmeov. tl9rxenl ABpef Fr tummy A9eaG sue.IOs)same(1� So (M) PRODUCT REVISED'
Db9) EaBa lysdrre Ge) 1• 2-V2• r P-iR 1• 21r!• v 1-rW 31f! r a- 1• 21r! 1• 2-Vr I 2-VI S >w 2 a- 0d1• a- s p1y1n oWlth the F1.6d.
FJ11$m4n Ors 13r! 13r<• 13V• 13r! 1-311• idlt• ty! 11'! x• N-A
"3fofm Wow reTm ema 16Hm :I..
ssllm noon 2]Om 3rom �m sWm TIm lam slam 3Rm Mew sWm NOA-No. 2D-O406.03
WA 3Mfm t?Wm Tnm Wq WA WA WA WA ]IOmWAWA NIA WA IYA fWm mm112am Eapfration Date 05126MG26
A ]60m IWm >C0m 61oen 11Wm 1bm aWm te92m EffimWA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA mom By MSm lwas n15m +tOm l%m Brzm lnlm 3mm 115m le5m mm 2Ww 10>m 92m Mice 1mm 221m 2Wm Mic- ade-DTI PIOEUCt WI1Wl WA iW lm B30m 1Wm WA .WA WA WA Tom WA Wq WA WA WA .1lm M2m 5Wm
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. W
FIGURE 1: FIGURE 2: TABLE NOTES: 1 y0r I-7 yr0'-i
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I
• • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE I1 I I I11/
FIGURE3: 3)MUWON AND MUWON CUPS SHOWN ARE NOT TO SCALE FOR E%ACT DIMENSIONS,SEE 3250• 3.250•
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS
- BE USED No.58705
IN PAIRS. 4)SUBSTRATES;CONCRETE.SMALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = yr
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -
FIGURE 4: FIGURE 5: FIGURE 6:. BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE z Z 0
6063-TS ANO BEAMINIMUM OFADT THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND �� yr TE F
• ,005•THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEA.STAW THICK AND A36.ALL .100• .top•
(C AIORIDP,.+G�C;�
ANCHORS INTO METALSWLLL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL �'i S •'
R708f12 ANCHORSIMO WOOD MAYBE STEEL,IBBSS.Oft410 S.S. MUWON FOR MUWON FOR r//I/OVA�L�LLE�L++
• - FIELD-MULLEO UNITS FACTO RY-Mln l m UNITS A LYAU M
FLP.E.tT 58705
TABLE BA
Md80n Capacity Table aRl� �8
Opening Width(for ANCHOR CAPACITY
P B ( ray-spamkrg mu0ola)brOpeninB Height mlIDara) ADJUSTMENT FORMULA: �C A
Mm 60m rob Mm win loom t2(Im Iwm lw0 yWW(9
136': Pecmnpdm TreWrnae Racsel9d.r neP/Tllolo BeclaiWv mP7rdol9, Be<mn9wa ireW76m,0 B4dmwl•r T.Willvq. Nedm99m 1,•palm9 eac1m1w10 rmprrd o. Bedan D X�ANCHORCAP.,�•e•c\ g
Lwdn9 I44di19 lnedne L-o LozSmB -Ift loadlp 4adna L-ft 144Gm0 L44d00 L-ft iwarm 1u4dn9 looaq mLo�WOn9. Lm npwr gip& ( ) MU WON CAP.,e,,,, Y'
3.183 i oY
265'Alum m r s sae V �•as$"ofaa, rs a ' na na r zr .g ae ra o nds esn1 iaa ce, dp arc n odr c USETHIS FOR=MAUNLCAHTOOROBTAIN
#�N
s
lTube Mu0 aas c�P$ 5 ` < TE'ANCHOR CAPACITY q
do fo 41 5 af s Is S 5��g - 3 .H REQUIRED CORRESPONDING iA i! $
Z f
.1. 17Q0 WO 170.0 435 IM.0 7" IMa 4M 1ro.0 Me IMA Safi f"a 992 iro.0 519 170.0 11I6 170.E wl 170.0 1240 IMA IM 1ro.a t4O 170.0 SD 'Too 1T15 1no 521 me 1ro9 I... 521 TO ANA2n PRESSURE 0 L
.tm 1Ta0 Me IM. 524 IM-0 Mo U0.0 eel Iro.0 992 IJao 9W 170.0 IIM 170a Mt IM.0 IDS IM.0 eR froA 1417 IMA fiat 194.3 IMS 170a fie Inn 1de 1ro.0 sea 118.1 1de tro.o Me REQUIREMENT FOR THE J
OPENING,WHEN IT IS LOWER : a
W.6'dm 17a0 74T 1ro.o SW 1]0.0.896 1]0.0 W1 1ro.0 1d6 1]0.0 fid 1ro.0 11M 17a0 TD 170.0 1d5 IMA T4T.16J.0 1469 iMa 7% 1392 14M IMA 7M Ilea 40 :rod )M -A 140 IMA 70 THANTHEMULLION CAPACITY is �A
(FROM THE TABLE)OFTHE LU o0
Mi. 170.0 ]d IM.0 612 170a8M 1]0.0 691 170.0 1116 1]0.0 Td In.. 1D5 170.0 fid 1W.1 1376 1roA MT 10.e 1]r6 1roA M iD.3 13ro 170.0 MI Id.s 13ro IMAe61 91.T 1376 Ina an to O <
SELECTED MU WON.IT WILL N al
Win hall M5 - MI 1no - mm 79T tdS ". 'ma we I.o 11M 167A 930 1MA 1158 t0A 919 I112 IIM 10.0 912 M7 11% 144A WS 1e.4 11M 1- W5 M.5 11M 1N5 MS YIELD A MINIMUM ANCHOR F V m
Din 1]0.0 93o IM.0 715 1- 1.1 Ina BW 1272 1051 155a eW 126.1 1M1 H2O de 1W.7 1.1 19J W gat Iasi 125.7 BW W.1 I 1051 I Iles M2 Ma lml Ils, ell 0S ldl 119.1 ell CAPACITY WHICH MAYBE d
USED TO OUALIFYADDfTIONAL 7 N C
Gem 167.1 air Iro.0 nat45.34M
151.6 Me tla.{ M7 134.0 7W IOTA 07 121.6 77T as M7 1128 7e7 e3A a" IMa 759 tee an 100a ]M 591 9S7 'ea9 ,T4e 572 9W 9e9 70 ANCHOR OPTIONS FROM THE
z Jd v �L ,
Min On] cei IM2 Me 1152 Sal 9I.9 IN IaI.3 671 0.4 fid 91A 6W 71.5 fid d.1 6M "A IN Tall d] 5]b Bat T2.] 6A 0.0 ed Ma 6D 402 IN Me Me ANCHOR CAPACTTYTABLE j JX A
]fill 1M.! T22 114A WO .2 file Tea M Ma Me M.4 722 M.7 I. ..9 7a ro.3 SM d.1 M M5 SW I5.6 7a 59S Sro M.1 M 56.) SM d1 7D M2 MA J 6
g 7em 1012 M5 Me.fi Me e9.8 SM "722 6M ro5 W 0.3 Me ro.5 She N2 W d.5 5M Safi 6M M1 5M 122 6M d.] 54] 03 60 51A 5]] 31.6 6M �M] SM Q � r
H N ' C
Wm MS 511 0A IST V.5 Me 411 515 W.1 "1 02 515 N.7 4d no 516 40.6 Cie no 515 DA 4D DS 111 1.1 413 .4 515 ]0.5 407 20.8 515 R1 4d Z ¢ N E
T( Z
Mh d.l. 45] M.e dd 47.1 ]eT Ma '4A 41.0 3N Ma 4M M.4 30 301 4M 33.0 ]79 V2 4M 30.4 374 no 1M MA ]fib 19.4 4M 24.] ]60 1T.0 45] 229 ]M H ma0
IM0alosN 3e.1 Me M.0 M3 MA 310 D2 Me nA 313 MA Me E2 3M 212 Me .7 ld lal 3M 20.8 M0 1s- 3M 1S0 29]III m MA pe ]5.8 306 30.1 3. 25.1 Me .1 29T a0 33e D2 29) 19.5 Zb 20.9 ZO 17.8 ]M 19.I 20 LU
Ir X N L In. D.8 2W 29.1 201 AS 2M -6 2W 149 2M 20.6 Me 11.4 no lea, 23 15.4 Mla! 2{9 (~.Y-N Q 3 <
144 m tat 301 I6.] 10
C
TABLE BBAnchor
SUKwm: 2]k Lbarem 3Y faertla l5k Me. Il'd4a tlAU Fled WU P7 Wm5 Ndei
capacity 311E Elea V4'ElcO Y160eWal V4•DeWdt 916'Bm 3116•Eka tfr FJm 3I16'OaWaO I/P DeW41t 114.59 Dc4 SItE BcO tIr SS Ek0 a1051etl a126mtl e125he1
Ama4rTrPn i PRODUCT REVISED e
Capacity UamPan IMe[an Ueacan U11aam wwcm UwcOn, UOacm lIDraanF UNazmo A9®eC mr umaon 1( A9geG r a.e•atw 5 a(C.7i Sen:w(GS) Scmr(G57 o pl&dg.qth the Ft.Ida
Edge Pelmce OAY r atrr alrr i' avr 1• znrr atfc alrr r a vr at7z• • z-1/r r 31rs 9.x asr Bmmine Cotla
Emhdrtm0 nY 13'r 13Y t;Yr 11r4• 13r4• 13�P M- A
2• iNr MVr 1-va' 1-L4• 1-vr 141 I-IM 41/r 2 13�r 13�8• wfea NQA-Ho. 20-0406.03
zAn<1or443 aas•wA o.G/slnnmiamoe:n MP(Fa 1Y AOIm xom aWm eW 1m 31o1w Mom oom2M. 3mm azam 5Wm946Im3nm442mseaEa i uon Date 05/26I2O26
44 i-0 Mh O.G/Stated lv(ffiei)®P(11y 3Y ae0m ]OOm WA WA 320m 12M Ite WA WA WA NIA TaaWqA 6Mm BMm 11IDm PraT MI,O.G 1MZ5A%t MIeI(Fla.3Y 7e01ta ]e0m 6Wm 15Wm -1. 12M. 189am 5Wm Was 4Wm 740m dOm 11Wm 7®m ae0m 1M2m M2m M51bBF
-I--(Ile.4Y WA WA NW WA WA WA WA WA WA NIA WA WA N!A WA WA WA WA ta30m -MIamFOade Product Control
-P(B&6Y 1BSm 1BSm ffim M51b imft 30im Omtem tMm2WmW ]J2m 4- +rom 41m WA WA WA WA lmm NA WA WA WA N!A d1m -1. 6Wm
NOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: F-13S0"-i
• • • ON
LOADING.
SHEET SEE
R IN SHEETS 2-4 FO S ON USING INSTALLATHE ION
METHODS. FOR INFORMATION
ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
\\IIII111//
FIGURE 3: )
2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
ANGLE 3)MULLIONAND MULLION CLIPS SHOWNARE NOTTOSCALE FOR EXACT DIMENSIONS,SEE 3.188' `�P�1:' �10ENSF•'•�!�
CLIP MUST SHEETS 21-23.HOLES TD SE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '•,1.1
• • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 2GS _*. No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -,
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G-90.WOOD SHALL / .Z,-0
FIGURE 4: FIGURES: FIGURER: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITTI AN SG OF0,55.ALUMINUM SHALL BE i S��,�'• TATE F �O!�
M
6063-TS AND BEA MINIMUM OF.126"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND (C' FCoi ALL1.2FX3.188•X.26T MUUJONi •ANCHO SINT METALSHALL EXTEN STEEL S B SCREWTHREADS125- BEYICK OND HEMAT AT D-vrvFMuwot0ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL ((� IS#10 a#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. A LYN1y MIL 1Ltrt,P.E
FL P.E-#58705
TABLE 7A m
Mullion Capacity Table(Itne) ANCHOR CAPACITY
NOADJUSTMENT
TFOR e o
Opening tlth(16rver0m0y-sperNng muRors)orOpening HeightOW hodmrdaP/spa1N 1m 7g Oors) p0JU57MEN7 FORMULA: xxx
met alb 'Ain mbI 90b I I20b 1Nb Im S, ANCHOR CAP.,e,v 8! ^
Recleptl•r Tr�I7im10. a•^^^p5® TnpTiarg. R¢tanlPBar Tnpllnay RMsada TI'apmial0. Re,1anlMer Tmplf4ere. liedanpdar TnpTBmg Redolg- Tr�R9anp. RWenpifar Tnp/8Ln0. IU gd¢ TnpRnm9. (DP-) ) Fc
Alum.Tuba l0•dna -.a rA•4n9 teed. ImSo2 ImdnB 1u•dn2 1-1b IAaG09 I0•Gn0 Lmdn9 1-lb. loadtg Loedn9 lroSnp lmfm9 la•dn0 lmdng MUWON CAP.,es, o 8
D r a 2 2 a a' s v r L- o n o a a 2 2• i a y a z• r a �• r 3 L a r y =ANCHOR CAP.
rnm'an ba b bav ba b dabd� b ba b'
S Sa d� a g a s 8 a B a g 4 E S " THE-ANCHOR CAPACITY
BTA N N s-O Wa
s� $ gg s� a� a= b s zE a& s a s
a EB �B '� a 9B sea �a a 5g@ �8 �� �E
a`¢ a`c f�, dS ice. ¢ sue. d8¢ Ems. dF¢ sue. a �¢ sa arc �2 a��a% s� G8 s�.P2d f�. 2d¢ ate, dprc f�. �a sue. s� d% REQUIRED CORRESPONDING
�
42m Inn reo Im.o 415 In. 7. 1A.o 47b In.o ma IT... S0fi 11- B92 1]0.o 119 11 11Ifi 1.. szl v0.o INN tmo m va.o 1N0 tla.0 521 no.o m5 1m.0 ss1 17o.a 1B8] Im.O 5zf TO AN ACTUAL PRESSURE J
REQUIREMENTFORTHE ,� O
'Nb no.o 7o9 Inn 521 Inic Bm 170A D. t7e. 9sz -c b36 Ine It. n0.e .1 1m0 I- v9.0 av In.0 1417 no.b 6>m vo.o 1T00 17e. sao In.
IB8] 1m.a mo "1.8 2@I Im.9 6m OPENING,WHEN IT IS LOWER 7 =
mb25(n Imo M7 170.0 m3 11c.0 BB6 Inc m1 - 1- na0 fiN Inn 1165 1m0 n3 1m.0 1Ns 1T0.0 T{T n0.0 1491 170.0 ]58 170.0 1793 vao let 1mA 1819 170.0 ]Sfi 1]8.5 1818 1]OA ]56 THAN THE MULLION CAPACITY
54b 1T0.0 rz7 1A.0 812 - 95a 1m.o m1 n0A Ills 17a0 7M tnA 1271 M. m3 M. I- ralo .7 Mc 1591 In.. ass 1fi9.9 n99 free .1 117.1 1799 tToa act 1m.0 1T99 n0.0 mf (FROM THE WILL
I W Oa Q
SELECTED MINIMUM
N.AN HOR
min 1T0.0 885 n0.0 ml im.0 1063 I70.0 Tm 1]0.0 1240 1T0.0 aTD I70.0 1417 Im.O 911 Im.O 1591 iT0.0 B% 155.5 1b19 Im.O Im] 1m.6 1610 1]0.0 1061 111A 1818 i]OA tOm m.2 1619 1'A.0 106) YIELDA MINIMUM ANCHOR H O W
mb 170.0 WO 170.0 745 1m.0 1116 170.0 050 In.0 1302 I70.0 SN tm.0 1- 1m0 1015 156.7 1512 InD 1076 111A 15n tn.0 I12z 117.5 1542 169.5 1161 1-3 1w 167.9 1157 USED TO QUALIFY ADDITIONAL 7 8a1 I- 167.9 1151 CAPACITY WHICH MAYBE � Z
s
§ min 170A eH 170A789 Im.O 11m 1]0.0 SO] 1704 1- 170O 1002 -.1 Hrz Im.O lam 142.8 11n 1mA 114a 12r.5 14n 15a8 11m 107d 1@ 1n.0 111. 91.a 1R2 IN.O 11M bat Nn 1160 11D1 ANCHOROPTIONS FROM THE Z U� a .To
WO
coin 1 0 1063 170A .WB In.0 I- 170o I- Imb I- I- f1a1 Me 1= 149A I- Ind 1320 lVe I066 105.6 - r28.6 IM We 13m 117.0 IM 75.4 I= Me tm3 fi80 t- 1,2 1o12 ANCHOR CAPACDYTABLE. �
To Imo lin 170.0 .7 149.8 11N 159.4 1013 1282 110! i3a9 091 1122 1181 125.7 9I6 11.1 11N 115.1 a61 a9.8� 1111 1-1 B33 74.8 1184 97.fi Big -1 11. .1 MI ..1 1114 .3 98 J y o R'
f 78b 16aI 11N In.. 987 'WI Ila 147A 9fi5-11" 1IN Me 94T 1028 1121 1114 an a- 1124 Me 818 m.0 1124 9A5 m8 02 11N 89.0 all 593 1124. 840 581 5I.9 1121 8.12 11M
min 1oA1 8N tttb 7m m.I 8N N.3 T3fi 772 8N 821' TN fiTb W n.] 712 m.t NI 665 702 W.0 BN 81.4 64i N.0 eN K2 6]8 ]Bb N4 50.0 fifi8 ]a8 BN 47.1 a62 Z
Q Z m m
9fib m.1 7n 913 663 742 742 n.2 DU mb 742 - 141 .1 742 ma .1 .3 ]42 N.1 6rz N.5 ]42 49.1 614 ]7.1 742 43.6 600 31.8 7Q 39.8 Sm 27.3 ]42 ]7.5 581 In r� SO.O
IOBA 62fi 586 mb Sm 52I Sfi8 53.8 521 N.I 586 466 513 39.1 Sm {I.4 m5 31.b 586 11.3 499 ]1d Sm N2 492 26.1 SB6 mb Nt T2] 536 2fi.fi 4n 19.5 Sm 2{.1 4m N l7rs -
111b SI.fi .5 m.B 503 N0 18.0 555 19.6 495 41.2 Sri 429 487 3fi.0 5 38.0 55 32.0 555 N2 3288] 555 31.] 1G/ 24A 555 T/.1 451 mb 555 24.3 448 1a.0 555 221 4. X
Imb- 45.a 475 Im 35A RS ]9.0 418 126 ITS 3aT Ile 8.5 p5 29.9 N{ 25d 4T5 m.8 409 220 1]5 21.5 101 19.0 4T5 21.1 ]95 18d 475 1R] ]8T 14.] 115 17.2 381 X Q > >
1Nb 28A ]l0 26.] m5 220 3m _ m1 169 ]JO 19d m7 18.5 Sl0 1].0 m] Q ZyN N_ a�
TABLE 7B I o €K
SdaSab. 2lt Carrtele 3tOrtlele F
e. r23UAnchor &1fi•FJra yr etio -811fi•I'3ewa11 v4•�wdt ro atr bxo� yr FJro arlc 0awaa yr oewat 1a•ss FJro stir ero yr ss ero br9 sNd o1zsl,d BnsCapacity tNnr9n rmrunn IrNazom Ui-- Illaac0a UDreem I6lracaN II0Nr0e• A,1 I81¢,m AD-11-(G5)&-(G5) lk-(G5) PRODUCT REVISED
(the) FD3 aa...•0nI 1• 2-trr 1• • 1• 2-1? t' NI2 1• 2-Irl 1• Sllz' t• z-12 2 11/B' r 0.4B• IC9 with the Flood.
113�4• larr1-1r4• 1-W 1-111 1-VP 1-V4• 1-W 1-1/P 1-174• r 13B• 1JR' BYn9Cod2Am 01.75•lanQGl Sb�daOa Qae1 QP(�.162C-ns 3901b 4m Os B90 Da 310 be mOns 2m Os on. a 2IO ev 2m. -1m NoNe 901M wo0n -1. Sm coa Ji4 nv a&ce elacos 3111. 442� � 5m ce � NOA-N0. 20-D4O6.03
4--lil22rMin aG/Stantlad(a D)seO Qp(FIp.1k 7mlm MI. Woo 141Uco, anno I2cc coe 4m. ITmi. WA Smns WA 6m 8s >mlb 740 Bn 51- 10ma, WA Bm ee f9A fiat co, 8610s 1-1m E7tPiratlon Dalo DS@6QD26
Smite limos WA WA 610 nv met ps 740ae WA WA 7mna WA WA NA -On WA WA WA WA N7A 1]696¢ 1TIOISa rtN cos 4 AmJ @r•6h O.GI Ml-S *Qp,10:45I]mlba 7mlha 600 ns 15mw• amitr. IM. �N09s IT40101 SN ea -. WA RAnt 4mna 740 cos BIDOa I-ca N88s em e, IcM. 6821ts 885 cot I-DoBY
B Arc215A1Q*C%ol(R9. 117010,117-Icmcor ZHO pm 93016t 18m. 6m4 m1U1tss BIn. w- WA 11400s betas 1110. Sacco, 1MDo 1122n, 10mco 2m80s 102306 1321 cot lamm• Mlam4-Da de Product Control
4M[het®0.0.4Mh1.l-iBVn.12SNnn(ft WA WA WA WA WA WA WA WA - WA WA WA WA NIA WA WA WA WA WA WA WA WA2ArtAcrs®225'Min O.CJ FJXp p79.eI 3W Ia1 3W Os 2mos T05lls m015s 6mlls NOM am8s WA 2BC Oa WA 31511s 1851ts 3mbs 0clos 5mcos NIA 110� WA Ntlas 412Bn 5m 461"'ROGr F4SP " let 0¢ WA WA 3m its 12mlla 3m D] WA WA 9m 9s WA WA WA 740nt WA WA WA WA NA 6B2 as 881� 11m 101
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. y 106T
TABLE NOTES:
FIGURE I: FIGURE2 FIGURE 3: FIGURE4: FIGURE B: FIGURE 9: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
���•� ON LOADINEAR G.SEEINTERPOLATION
LATIONHEETS BE FOR N MULL LINSTALLATION METHODS.OPENING
_
2)LINEAR INTERPOLATON BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
• • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NDTTOSCALE FOR EXACT DIMENSIONS,SEE Q.' .P
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" a7L7.1
4.000' _ No.58705
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .:
FIGURE S. FIGURE 6: FIGURE7: -�
�•.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND � Z
• • • GROUTRE-TR ATEDCONCRETE LLOWS SOUTH1 UNIT ERN
)SHALLITH CONFORM TO.STMALUMINUM
INU WOOD SHALL BE :0,�'.• A OF
PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF O.SS ALUMINUM SHALL BE !�(<`s':1,CORIDp..+G��`�
6063-TB AND BEA MINIMUM OF.125"THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.045" "THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICKAND A36.ALL ANCHORS LF �I,�NA��L��E�11�`��
ANGLE CUP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL 9108#12 1•%PX 37S 1 1•%4'X37S� A.LVNN�111 cN` ,
ANC HORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. -r-MUWON MUWON
FL P.E.#58705
t
BLE 4A '
MutOon Ca•e Tablo N 8 i
ANCHOR CAPACITY �
Op•ninp Wid01(foraeNcatyspalrilB rnf-)arOp•ninB H•fphl(for h3izorta6y-sparnrgmt9Li-) ADJUSTMENT FORMULA:
SON oN fif, eO N, 9DN Ion lain 110N 160N ( ) AN CH OR
Reclenpuly TmprTdaiN, R.Ung t. TraWTdv19. Becivipdv TraNTdenA. ReclanBdv Tg97fianp ftxknpdv TpWITd- RadkgWv T,Tdelp. rt c plv Trepfrllvq. Pld qB TMUftn RecinW7 7�Ird.ip
I i 2.76 a L-9w L.ednp Leadn9 lmdn0 U.&O L.a. I-Z L-v LonSvg l.adip lmdn0 lmdnp I.aQ i9 IAadn9 l.adn9 1m6n9 l0adiq L.edOA MU WON
160 AWm. =ANCHOR CAP.,
Tub. P r P £ a n z• p r p z• n r a
G9 � -1 -o u tmBig
3 13 G d 6 d c�pEEE d USE THIS FORMULA TO OBTAIN a 0 w
c', 5� Aga H[r b6 S� B'c c `=E g SE % ggq r2 4 g Sg �s 5� b5 SSB �' THE'ANCHORCAPACITY - U) }d
d`z� s'al`2 f� dF a� � d`v' E c`rc s� �a° d`a` 'e dae23 ag �Y E1e REDUIRED'CORRESPONDING O F-
TO AN ACTUAL PRESSURE
42h in- on in.. N5 1. 1N 1no 1a INA No MA See INN PA. INA SIB INN 1116 INA Sxt INA 1240 iMA 521 INA 14M 170.0 521 15e,7 lea INN 521 1]9.0 ISM INA 521 J � �
RE QUIREMENTPORTHE
Nh TNA IN 170,0 .4 1a.0 So ino Se/ IN.. 99x t7Q0 m0 INA it]] INA Of INN�1275 17CO W taA 141] INA aN 141.7 1417 1TUA W ta.5 14171 INA 6o IN.] 1411 INA So OPENING,WHEN IT IS LOWER � Q,ti m:
THAN THE MUWON CAPACITY
oAEN 170A 717 INA So INA See MO m1 INA 10N VAX 6N ta.0 11m 170.0 7a i . 12N 17010 T47 INA 12N 1]0.0 TSB 121.8 t20B 17" TSe 1.. 1$ IaA T50 B1A 120 1. 758 S Q
(FROM THE TABLE)OF THE W o
Slh ilQO iW.1T0.0 e12 170A 959 tA0 681 17n0 tltfi 1TOp 15/ .to.T 11]0 INA am tug ifo INA 07 INA Ifo 170.0 e56 ]w 113A 170A YI m1 110 INA .1 7Sa 110 INA e61 SELECTED MUWON.[TWILL m m
Boh INA Bey INN MI INS .5 IS 761 1a$ BIS 141.5 70 INA 915 1]2a aS BMA 916 In. Ta VA 915 11S.5 IN 7u 915 114.4 715 Me 915 114.4 715 54.9 .15 M.1 715 YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE AD Z
mh 1515 e00 tetA 710 INS eo 1m.9 6N IOU ea ta2 691 N.9 00 11.2 - NA eN 1N.6 WZ! 7S9 Bo 99.4 B38 ela Oc 81S &9 %2 e30 W-1 W 47,4 W N.1 N9 U >;USED TO QUAUFYADDTRONAL 7 W O
6 6BN 1321 757 10.0 650 110.0 J51 114e m0 Na 757 IOS.9 W4 e25 757 B0.1 fi14 7a4 757 SAA O0 On m N3 So SSD 757 72A 5m 472 79 N2 5N 41A 757 m Set ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE NL
7fh 1013 ASS NBA 6sx NA 636 MA 5N a7 B06 e0.1 530 ene 06 722 5a Sn5 SM W. .514 50.9 SIB 62] Sm (Z4 m6 512 ]00 96a 639 5S3 487 31.e 0]B 552 481 J J � gQ
J 78N e6S 571 oA 4N 721 571 ]SB 1N rn. 571 BMA IIB 5/.1 671' 602 171 140 571 55.5 461 412 571 61.0 459 ]40 571 N.0 N1 o.B 571 Ole N7 m,0 671 US NB Q p
R ah wx 542 mA C4 0.7 Sox TDS tM 11.1 512 r l 4Se So.. W 5S7 NB 44A 642 51.0 Nz 40A 51x 47.5 437 3a3 642 429 Ia aA W 4n6 4a M4 51z N.f 4a Z O ¢ CA A,
BON SZ1 4m St.7 301 411 {N 4S4 ]55 m2 401 �39.fi NO ai Im ]Sa 3N a.B 407 3Zf = aA 407 aA m/ 21.7 4m a.1 W IB.s N7 24.1 ]a 16.3 407 no 319 Q N Z m
~ Ds Ok0
oN 429 3N N.i m0 as.e 3U m3 3N 30.7 >$ 3Z1 ]O9 a.B 3N 2e.e 3N a.B a5B a,1 ]00 21.5 ]Se N.0 20 17A 35e 21.0 20 15a 1V 142 2N N Xm 8 L
tWN 30.1 20 0.0 a5 a.1 zN a9 a1 21.5 2AT a5 247 18.6 20 19.8 zN 747 2m 140 240 15.1 a] 145 a7 W ro
Y Y
111N a.e 26/ a.] 2/2 a.1 lei- ae 2]8 140 267 a,6 as 17.] al lea al 15A a7 14s 2a n rn /n
IaN aD 2a as as lea 2a to 2m 1s.7 a9 1az zm 4 x $.m 0Z
ABLE 4B g�
sd.a.lc zn rarcrte 3k1bc2b ask mk. fk•..aw 7me4cNu Pr5vm4 Ne.1 S
Anchor 3nfi'Bw WFJm aMe'OeWN vl Dewdl 5116'Eke Y1S Ekp 1N'Elro 116 MYaa trl pewap Vl59 race Srtl Eka Vl SSWco HO Sktl M2SIa1 01.w m
Capacity Ar.lvrry Lo.4.a LIDac.1 11vsm. wrxm. u�aur U-n Ln-. 1aRcp1• uma.n Algns umem A9ge sue.IN)Sun AS) San(AS) PRODUCT REVISED
�•J F99a Orslsce 09T 1' 2-1!, 1' 2-1? 1' z-V2' v x-1R Sire' V 2-1 V 2.112 V I- v 2-VS z alle• 2' n4B' 05! 4J2! plyh, With lh.Florida
En41mt(N 13V' 13�! 1.Y! 1-ll! 1JN' 1 4` - IaH' 2' 1-V, 1-v! 1-V! 1-v! - IN! 1N! 1.v4' 1-W 1-V! 2' 1a10' 1-a'! �•dea BYDdIng Code
2 Anc1va04.7SHiAGC./SbadA4anhel(ap(RXI �Na n0ft 450Os e900,a ]101af 6o laa 2AIts ero Ms t6N f4 2ro 01 rmtl ]51.a 7Npa 2300a Jl9b $na 5o 0s nSh. fi610. BNma all 9n 4420. So @¢ NOA-No. 2D-0406.03
4Am..a01.14 k'on GG ISNid1N lQACaptSp lRp 27 4o Na Moan WA WA 3a0. 12o Na 3afaa WA WA WA 3o a. WA WA WA 7Nb WA tUA WA WA WA Bat Da 845 tta D. Eip)rotwri Oat.0512612026
4M.M.®zW.O.G/(Z/hSA lipa/IBg. 7ou No. AN. 15pina mi. 1200. -. 1)N0. 1aoft .0kv 6o kc WA 1Wro 100. MN4 610 ea llo lDs 7Nb Boa. IM. eat Dn lta Os
2Nk1.n 0n1S 1101 O.GILL6Ra40.ta'Aam p1¢4 WA WA WA WA WA WA WA WA WA rY.A WA WA WA' 1UA WA WA WA WA WA WA WA 715 p. By
IARrvrF$p(Rp. 1951t. 14T ke $b 1NRv 1551M 31S ae 11Am 4350n ma. 135a. 1N On W. ]aka 1I5 on 1N 0a 1N D. 200. 1B1m m2D. 4a pa to os 221 Ws 209. Mlami-0•d0 Prod110l Control
2AikM®1.iS Yh OA'J F-6p(Rp. 2N tnv 30 @. Wq WA folMe bop. ]9511v WA WA WA 1WW WA WA WA lTO ke WA WA WA WA WA 311 Da 44211n So 9.
TOTE FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE2- TABLE NOTES:
. • • • --I
1J SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SNEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS,
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING MOTHS IS ALLOWABLE
FGURE3:
3)MUWON AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2750` `'��•'�10ENSF••�C ��
• . • • HOLES TO BE,DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I.
L _*: No.58705
ANGLE CUP MUST HE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90,WOOD SHALL BE PRESSURE-TREATED
FIGURE4: FIGURE FIGURES: YELLOWSOULHERN PINE WITHANSOOF0.55.ALUMINUM SHALL BE606i-TSANDBEA MINIMUM OF.126- 1 ��'•, zQ •.•�;
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEELTO BEAT :0 ••. ATTTTTTFFFFFF]]]]]]OFF
II. II I LEAST.I26'THICK AND A36.ALL ANCHORS INTO METAL HHALL EXTEND AT LEAST 3SC-THREADS BEYOND PX2-I-.fiSP MULLION
II II II II� �I II THEMATE..10&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 4105.S. - /�SS�ONAL"'E��G�
A LSNNIMl la,P.E
FL P.E.B 567G5
I
I '
TABLE 3A �pp
MulBen CapacNY Table Ws1A2) ffi 8
Opening Width QprsxlemBY-spa -pm:lllpn5 or0 enin Height rhootoNa ANCHOR CAPACITY
P g g Po %-spafe3rlg mu0or6} ADJUSTMENT FORMULA: C B
Wm in In Wln Bow IWw IIDN Hotn IWirl NCHOR CAP.,e,�, i
ti276A RxlaWabr nPo7Tee9- Hechnpdar TmWd- R.W.- TpIT4ag Fsdengsa T1ppmlulg IteclmyUr TrW/isaq. Pecbngtlm inlYnWg Rcclmpda n.p7r4m0. nedm9der TrMnOang Rrclnppm hep77Amg (D m)X(
L0af.1p wa.p tmdnp Lva7mp tooft walg L... weep L.6m lnaanp tmaire ta.dtN tmm'n9 lApdm wan9 Wang 1.00 Iasan9 `MULLION CAP„e,e.�
.373 Alum
Tuba n a s £ -aL. .. v., 'n u�_ �u u_-z a a .5 n n =ANCHOR CAP. o
Mumon a gs ggg g� AA s gg a a �eg€ 4. $� g ag a
0 3 d d E d ,e d 8$ a d` d e 9 3 a d J ci d a S 5^ 3 J J O USE THIS FORMULA TO OBTAIN _a ❑ 1
5� 3 523 b7 tz 5� 9 S 'e
�s g a py THE'ANCHOR CAPACTIY to r ti }
dYa f€ ss iE st7 s d`mS s2 d`e s® !`rc s dX a' E� a REOUIRED'CORRESPONOING Z u5 ¢ F
QIn Iran s]0 1701 05 179.0 M no.o 47e nao esa nap sod Im.o 99z Imn 519 nao U16 nao s' 'Iro.o 'zoo Imp sxt Iles 1Wt lido sz1 127.5 IW1 1m.o SO 11I.5 1W1 tmti ID,,
.TO AN ACTUAL PRESSURE
"Innao 'w non J s4 Iro.o eW fm.o set nap 992 1rao Wo 170.0 11]9 1rao 661 i51.e itW Iran fin t3e.e 11J9 lrao seo fI19 nap nao fiW ere 1139 t7a.a sW &5.4 11W no.o Wo REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER 7
WA to 1m.. 79 nao `A ImA BW IroA WI isle I= Imo w me I= Irao m 110.5 I= imn l47 1'rA I= ImA 7% 97.9 I= 170.0 7W e19 I- Iran 7W mA 1032 tra0 7W THAN THE MUWON CAPACITY
Min nao ]w no.0 6t2 161a Wr 170.0 fi91 I]a2 W IW.7 m0 120s W IB2.5 720 lots 907 14i0 714 ,W.9 Wl df.1 T10 e46 9w 11n.0 ro9 W.1 WT II0.0 rU9 W.5 WT p0A m9 (FROM THE TABLE)OFTHE LU Oe
SELECTED MUWON.[TWILL m m
-W(n 141.1 T35 15151 R5 11).6 115 1W.3 611 110110 rJ5 118.0 599 W2 ]JS IM21 5W I ra4 r]S 99.5 SW >a5 m5 Bii 57e 5SB 735 91.. 574 WA 7a5 91.. w4 "A r35 nl. W4 YIELD A MINIMUM ANCHOR }- N U
Win 12" 666 1-1.5m mix Wfi 111.5 w w.0 6W W.9 SN mt wsai sae V.7 w m.9 ml em. 66B Me 'A W.0 6W 75.8 Wt .1 me no 521 ]41 fiW 75A 52t CAPACITY WHICH MAY BE �
v -wUSED TO QUALIFY ADDITIONAL 7 C
Wh 10B.o 6w 1124 522 80a 6of W.1 511 75.7 Bpi 85.0 W1 W.2 Wl 17.f 193 s8.8 BO] 71.5 W 'Wn fi0T B7.fi 101 M.2 Bw el! 471 17.8 W1 621 474 ]3,1 62T aid ANCHOR OPTIONS FROM THE Z dm a fiC
3 720 .1.6 510 me NJ me sio mA 4J4 5G] fo s4a aID 51.0 510 Sr5 419 4S.4 110 e3.3 1.1 4ae 510 Sao Io) 34.0 51n 45.9 'i ID3 510 "A 3" 2S5 510 44.3 399 ANCHOR CAPACDYTABLE IA$ `� �
2 NM 6A4 458 7L5 4W 57.8 49 61.1 3V 49.6 W 54.1 US !14 W 4&6 3" 38.6 456 NA 1m J4.7 4% 41.6 MB 2S9 4M 37.7 362 24.6 '45e 36A 3S9 Zt.7 4% 1ST Me �o d
22 .0 612 4M 67.0 .1 AS 4]S Sfle 37] 4S9 4]5 49.e 366 a0.1 W 14.1 ]W ]5.7 IJS 109 ]55 ]2.1 W Ja1 151 2GB 435 J4A 114 229 4]S 326 N1 30.1 I15 32 310 Q �o ' n
~ `L Q O C W u 41.e 32T 43.1 290 xe m 36.4 ZBS ID9 327 J1A 2W Id1 II7 2eJ Z75 211 >n 25.7 271 ID.9 327 ID.T 2fie 11.1 ]27 2IA 2fi2 14H R1 19.1 230 Q A Z m �
W in HA 2w SSA 25T 26] ml 29s 252 24.6 2w 2S0 Ne 21.5 2w z].1 1N 19.1 2B7 ID.9 240 17.2 2w 1A3 2n 14.4 M 16.9 IJ2 ~ .4 O oC
10eN 24.2 2Z7 24.T 203 20.2 Z2T 20.8 IDl 1]J 227 te.0 198 1a1 1a0 185 y >L u�i
1111n Z2J 213 Z2] 191 tSfi 21e 18.1 191 1S9 215 1fi.6 fee IY (• 3C Y
o X a 3 3
a Z .m w
TABLE 3B Ep m�
sumo-aln zn wlcale 3R rb,:me aye mac. 1epo,caau FMm cNu yr wme M:m -9
Anchorale Fho 1M cr" ate 0eWa9 V4.Opwap ale Elw ale Bco 174-Bu ate peWa0. V40eWac 11a•9$Ekp Yle F]w 1(C SSFJCa 41ti a1M n12a4:1 01251ctl
Necen TYla UpmCtll iktracon LOBxaM Vwacpm NUacpn 194Bcan Ulncm 190acpn• Ueracom (W 6c1eB f05) ScresIGS)
Capacity A�W91ta 115acpn AlpyeCutm scA,. PRODUCT REVISED
(lb.) Sdge Qstaere Mk 1- 2-1? 1• z-iR' Y' 2.1? t• z-1? S11B• 1• '2-1? 1• 2-? 1• 2-1? 1• z- 2 IVS z me 0.w aa2P as mP1Y1M1nBg with tN Redd.
Emp•trnrN Mk 13l4' 13�9• 1JI4• 'JIP 1319' 1J/4• tall 1.a4- 2 i-VC 1-V4• 1-114' t-11a' 1•tli 1-VP 1-V4• 1-VI' 1-11P 1-1/P T' idle "I - Bulldln9 y=
zAm:loe®a.7Y Wn o.47smtml4 oromuap(ro-1k]w Ib ao w. aW me Waw. 3m I0p awm -1m wows IfiM la zro we •zW as as4 we iati ve m6s 3mm amps Wove w4 ms W11m eta lm f.7
aazlpa5Wm ND". 20-0406.03
4 AicAv04]I.IS Min Q.-iin MN(n�sN)ap(Fig 2k WISs TW we WA WA 02016f I-wf 3m It WA WA WA 3WIm WA WA WA 740 ws WA 1UA WA Wq WA 9651as itID Qt1 ExpiratlOn Dato 0626/2026
4Ne @m MIeO4212t5Anaeap.10113k ninks mft 6W Da I-ne 6IDI 12W ICa 41pA3 nati wl IBWwn notice -ft WA 1W Oa Ifi01b ]40 we 640 ws 11W IM >4e we BW Av ImneBBSIpatIDpa WA ttN WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA SW WA "'i gy -
-i-p Pig /95 im 1W. m e aa5les -cc 315 wv InIce aa611e B22we 1359e 14009 inn Jro tie 1151b tes 0e iWft ZW On tw a% 3]2wn a116s 72116. 2W®v MIamMDada PlOtluGt
2 A1aMe®LIS M"n O.W F-aplFig 6k 2401m 35o we WA WA w. wto 1641te WA WA WA 'Wee WA WA WA 3lll wv WA WA WA WA WA 311 uc N210a SW ws
NOTE FOR THE OFFSET CLIP,USETHESNIE NCHOR PATTERN ND ANCHOR VALUES AS THE STNDARDCLIP. \CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE I: 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. 3 011
i 1111T
FIGURE& 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS NDIOR OPENING WIDTHS IS ALLOWABLE
3)MULLION AND MULLION CUPSSHOWNARE NOTTO SCALE.FOR EXACT DIMENSIONS,SEESHEFTS21.23. 2.760" PC1,- �10ENgF
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No 53705 ••�
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS =*
ANGLE CLIP MUST BE USED IN PAIRS. A - _
4)SUBSTRATES:CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW ND GROUT-FILLED
FIGURE 4: OFI�GURRES- RFI�GTU}'R�E6: CONCRETE-� YELLOW SOBLOCKUTHERNPNEUNIT CWITH AN BGOF 0.55.ALUMINUM SHALL BE 6083MTS AND BE BE TA MINIMUM OTF.126' � �ED .375' ��'p•' SATE F O. (V��
' II '1 .I THICICSTEELSTUDSTOBE A MINIMUM ORS INT METAL SHALL XTEND TLEST3S REWT STEEL TOBEAT �Ct`s•'•�,<OR1DP,.-'
II II II II • -I 25THICK STUDS TO B.ALLNCHOGRADE 3 AND.0HALL EXTEND GAUGE).
STRUCTURAL
BEYOND I•X2.7SX.37SMULUON
THE MATERIAL v10&912 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S.OR 410 S.S. 11I I)tt`
A.L ILLER,P.E.
.FL RED 58705
I
' I
I
TABLE 2A pp
MuWAn Ca ae Table IbslR1
Opening Wleth(forw rap}Sp._m mE0i0M)ar OpeningHeight loDmatall ANCHOR CAPACITY
6ON So In mN Bo. .1. g �/ tmN Yspalvv9 mtlL�i2oN I4oN tmN ADJUSTMENT FORMULA:
RectmOWar Tlepte ai& - / TetpTtlang. nu a TrpansN,,. pspy n.pnmB Runa Tmpan2 R (ANCHOR
ULLONRagarTT4ar dVnnB. Re3apu TTng ReWW
15p evmeWtY2x.375 CCAA PP..,,ee,„,,•�,� 7[ow. ,
L-ft L... tna4a9 _ng
Alum.Tube g r n r r r r r r. £ r a �• r ;y £ r, �• n £ a r r v x ?• r r r a r £ �ANGHORGAP._ �Y
M¢Wen s s a gg ' • 'gg' "s sa' as a ss s 'fig, ag g g� s as t.i
as a sa da s
USETHiS IN es ❑ L}IJ
2x1 1 EB THE•ANCHORCAPACITY z
RO AN ACTUAL
PRESSURE
ZO
Qh t>¢D A. 1]¢0 m5 151.3 661 1m0 4m 124T 6Q 1760 Sm t135 682 tE46 SiB m¢B fi9 t6fl9 51) 80.0 fiat 1BS, 517 )ST 6@ 1648 51T 89.8 663 1648 517 5a7 69 mfl8 51] TO AN ACTUAL PRESSURE
48N 121.8 W t- NB 101.4 SW 1152 41D B48 for 1-7 9m ]40 fi0)�10 39 6]S So, BAS W MS 60) BAD 396 SD.7 SO) 9.0 396 43.4 9T 94A 39fi 3fl0 SOT 89.0 396 REQUIREMENT FOR THE
OPENING,WHEN IT IS LOWER 7 =
So- 1m.] 19 114.E 3/9 .4 45fi A.B 31+ 74.1 456 ms 351 61.8 a58 Bl6 3W 5).fi 49 01.. 35T Sf.B 49 BAD M. 432 4/B B40' 356 37.0 m6 BAD 39 =4 49 BA0 356 THAN THE MUWON CAPACITY
SIN 454 Im 93.3 31fi 11.2 900 m.8 3m 61.0 4m 727 3n I B141 400 1 6T.3 318 47.5 4m 6t.0 1 315 42] 4m 62.3 311 1 3S6 40A 61.8 313 m.S 100 0.8 313 26.7 Im 61.. 3f3 (FROM THE TABLE)OF THE W Oe
Be .3 3V $9 2/fi B1.9 3N 5).5 2m 4AS 321 51.2 1a1 3fl9 3N 4a. - 31.8 324 43.8 257' 3t1 3N 42o 29 260 3N 40.5 29 222 >21 4n5 29 145 3N `AS -. SELECTED MUWON.ITWILL
YIELD A MINIMUM ANCHOR
9N 9.0 291 57.9 152 448 291 442 2m 344 299 446 341 3n6 291 348 23] -.8 284 37.1 Z11 2AS 294 352 Z.13 =4 291 3A5 230 I" 29/ U4 no 168 2N 3a4 no CAPACITY WHICH MAY BE Z
J BBN 46.8 2E0 49.6 230 340 .'® Q4 225 33.1 268 37.5 142 29 341 218 Ao 29 31.6 215 2a4 268 n.8 V2 19.5 29 28.b 210 16.7 268 9.] 2B9 14.6 268 9.1 209 USED TO QUALIFY ADDITIONAL 7191 25) 1E 2fl9 a. 1B5 m0 .215 T15 t02 tflD 215 at t80 tSo 225 m3 iT1 129 125 tAD 176 11.3 225 T.. 176 ANCHOR OPTIONS FROM THE ? (T C2
ANCHOR CAPACNYTABLE. M W¢o 1T] 2S5 202 ITI tm 21.9 ZO! Z19 2D3 214 1. 11. 2@ 1A7 165 IS3 - I.. 19 12B 2IIt Ifi.] 160 tO.B 2@ tie 15B B8 202 tSB 19 7 11QDO
1. me 192 t47 19 1S7 182 10.1 15] 193 t82 I- 19 11.B 192 15.2 152 10.1 192 Il4 19 48 iB2 141 ISO Q J N
So In ffl6 1M 19.D tm tit IN 1A1 1m F
S6N 1. 1ZT 113 = Q N AD
FQ- � Z m 10
01 ci &0 90
�N
'ABLE 2B. w X
" Sinatra 2h Cmn4• 9k Cmntle 35X CnK. floAn l3ND Wim CNB PTWmO Ntlal � CV f>Q (A
Anchor 9I16'Bra 1N'Ek0 3rIfr ym 1W'DelVBlt SAYE- LiF FEO IW EU 3'16'DN/aB 1/r DewSo II-Ek0 511Y E1<0 1N'SSEm atOSi� m2MADI W2Sietl V X Q >
Capaeiy _ �T Intmcw urram uma:m. Ietrazom unam uemmn I uloazon uvam. ueraco. Alemow unrsm A�ecat>sum 8;5)smxLGS) sciar les7 Q O p
(lb.) EgeDkNiYe 1• z-12' M12z r 2-12' 1• 2-1Yf 311r r 2-1R' r 2-12 Y 24W 1• 2-t? Y 3-W 7 A- AX' D.32r Q•3' Ztto oSQ
farerI-- W
r tar z1-u4• 111 1-vr 1-vr 1-v4• 1-vr 1-ve• Ivr Iv 1-ve z 1Sa1' I$ m�SWeed11:tl�pT21' 39om1ae emitsmmae(Q tl)Otp pig 2}moms ]mmsa NIA3m0n WA WAim 0» mils 11m16PRODUCT REVISED]80Oa ]mms 0s 6m 1p9 s 1]m ms18B60a Slol. mms, N/A Tm ms 4601As 7m ms6mlbc itto ms ]m ma mO is 1B921M _w BflSms 11m116 LL Aha0.12YANrt p-q WA WA N/A WA WA WA. WA NU WA WA WA NIA WA WA N/A NG WA NIA 715ms Bu#eamp,tlinBl wkh the Fl¢Hea
ms imms 0s 155 ms lfs 4351Nen ms 135106 lmNs 17]Ila 9m Ox11511a 18ims19me 29D ms 18T D5 392 ms 4T3ms tmb 22f W 200Ba NDA-No. 20-0406.03
3A2axs @1.tYNht QL/FtJip O-Tg 6):Z10 Ba 950 ms 1®m5 s NIA N/A NIA lm me NIA WA WA 3m m4 NIA WA WA N/A - NIA 3atm 442 s Sm DB
IOTE FOR THE OFFSET CLIP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Dale 05I26/2026
By
Mlamwaee Pmellee Cont]ol
FIGURE I: FIGURE 2 I -
TABLE NOTES:
• • • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. -1 1.000'f-
- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENNG WIDTHS IS ALLOWABLE
FIGURE 3:
3)MULLION AND MUW ON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000• /
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ``���•"' "�//�
IiCENSS•.((�i
ANGLE CLIP MUST BE USED IN PAIRS. _�Q�' •'F
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3015PECIFlCATIONS.HOLLOW AND GROUT-FILLED 375" No.58705 •�
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �T _=fir;
FlGURE4:_ FIGURES: .FIGURES.' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.I25' I �'
THICK-STEEL STUDS TOBE A MINIMUM ORS INT META.SHALLTHICK(18 XTEND TLEA T3 SCRURALSTEEL TO BEAT t'X ZX.3/s MULLION --O
LEAST.125°THICK AND A36.ALL ANCFIORS INTO METAL SHALL E%TEND AT LEAST3 SCREWTHREAD,S BEYOND '� �-U
• THE MATERIAL.#108#12 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410S.S. :O,n•, SA OF ;'•\(V�=
((S•..;CORIOP.. G\cam
�''/S�OplAL tE�l`
- A LYNN MILLER,RE
FL P.E.#58705
i
i
i
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i
TABLE 1A a In
MIII WnO act Teble se - ANCHORCAPACITY
Opening Widh(larveftica*sparnng onoos)or Opening Helght(forlurimrf ily-spanmg nkAm) ADJUSTMENT FORMULA:
Wh Wb mh 501n 90h 1Wh rich HUb 1Wh pNCHORCAP.,oa, , ^
Re'W" TIWTI 9 Renemplm TgrRdny itecimpier TnDITOag.13�
mpols TfepRemg Peclenpdu Tnpmleng Rsu ler 7hyMmq. ReRaptla T21MImp. Reougdv TeyMeeg. ReclmBde/ TaWTea]. (D m)X( )
1 x2x.125 Lmdng Laedre Lmdfe lmdnp L-ft Iccd,udvq Lowing L,ud" I..ft La I LPadnp lac®IB loeElnO lmMp Loednp Inednp L®dW MUWDN CAP.ve.. of u
Alum.7116e 101-11
^NulBena$ a i •a a a� ^ a og a a5 s g, a 3 s a �a a sa a a 3aas 3 s 5 a 3a '�� c 0USE THIS FORMULATOOBTAIN 3E C3 g3�a' fr� be =p tr.5 fr� tr5 =p tre tr." a� tre 5£ g.5$$ 52F qp g$ `L_ qg a% fr� b frQ `p a5 ``=L a5 frp trS SP `aTHE'ANCHOR CAPACffY to0.
fS a E� dF� a@ dad 3L@ s�. kv2 f� s�. 8 z@ dd E� d I dp� HIM
s'� REOUIREO'CORRESPONDING Z TO AN ACTUAL PRESSURE O lL
42b 111.9 4M 1m.5 ]33 932 II0 11&5 ]25 me Ice tm.. 41 1. 104.1 319 62.1 III 1NA .1. 559 4. INA 1111 Ifi.fi IOe IN.. 31e 19.9 408 IN.0 319 3&0 4c8 INN 319 J
REQUIREMENT FORTHE •� C
Oh 74.9 312 6&8 2M 121 31z TIA 252 515 312 6T.0 14. 312 631 NB It.6 312 e1.3 z44 311 M2 61.0 2N 3t1 3t2 61.0 zw MI M2 61A 2N 2&1 312 61.0 2N OPENING,WHEN IT IS LOWER 7 m
THAN THE MULLION CAPACITY `�
SOA251n (Me 2N Me 2M 532 m1 61.5 22D 4&9 mf 5&7 224 281 5z1 2E 3&9 m1 W.1 2Z9 31A 2M 49.3 218 Z.. M1 4&3 219 all 251 19] 211 MO 281 413 219 Z
(FROMTHETABLE)OFTHE W- o Q
Min 526 2I7 57.5 On 1439 N7 49.e 212 37.6 - 44.8 1119 Sze 247 41.5 IM 29.2 N7 32A IN tea 2Q .4 193 M9 241 3&1 I93 I&S 247 3&1 IM 1&4 211 XI on SELECTED MULLION'
�
Wh 3&1 200 02 1m RO 200 35.4 168 27A = 31.5 163 N.0 m0 M9 tW N2 2W 21.1 150 t92 Zm M9 157 1S0 2W 2&0 156 YIELDAMINIMUM ANCHOR I- no lL
J CAPACITY WHICH MAYBE
Ob ..1 181 & IM 181 36J s A7 181 2.9 149 ml 181 245 8 I 16.6 151 2.7 u Z
USED TO QUALIFY ADDITIONAL yi m LL
2 esh m.e 10 Safi 1. 21.0 1. WA III xie 1. 2&I 1. Ill.. 10 21.0 IM ANCHOR OPTIONS FROM THE Z 1. a.5 118 Ne � 4C
222 23.3 tin 1&5 139 19.v 11e 1i9 ANCHOR CAPACffYTABLE j 0
mb 131 .
Q
mb /8.8 125 18.T 1W fi) 125 1e.8 10I I Q ...1 � C
mb 11.5 118 182 tat Z Q O)
Q Z m
TABLE 1B y N9 Eo c
91bVnle: ilk CmAnle 38(bncrtle 3.5R CiPc. FbSwtaNU FdeOCMU P1 Woe0 NeW LU
LU
Anchor Yt6•EkP llr Fko 3116'L1eW4 VI.0eWd1 Ntfi•Bw S16•Bco f/P f]m Stfi OCWeO Vr OeWall 1Ir SS EtP cfur kn IIr96E.. TS6 01264tl tI251etl Xm oY Y
Capacity AmOrcTYPn: UOracw MLam UNacon• ue..H IllSazw lPtrawn Ueracm L'ce • Uermam AgpR3abr UNazOn Ali_
Screw loll 9Pre rA eq (G5) FL CV N ff-
(Iba) FApe oSlercP pnk 1• z-vJ• 1• z-eT v 2- 1- atrr b1R r z-vr 1• z-vr r z1lz 1• z-vr 73II0• 2' O.Is• asI• &62r U X < 0.
Fneea�a Pnk 1.311• ta/r tsar a3�<• I3/a• ldlr I-Ys• U31r 2• t-va• 1-vr Lv4•. I-ur I-va• 1.vr 4vr 1-vr 1-iM• t-1M 2• t31B• 1.3R ,alias a_� Z. Cr
2llrcbc®1.75•ItiA O.C.I61aMazEVOdctl C6P pig lk mits 3mb l'd 0a 0901m 31.IN Mclm Zmlm em lm INI1m 2lOb 2Wb 35/b 740b mb 3m lm 3mb wce 3/1 me EBI Im 9W Va 311b 4121m 5Wb �S L�
Neim®f.1SMh O.OISICMatl(a 06e11 LSp(Rp.2k IW Im TODb SVA WA 3mlm 12Wb -IW WA WA WA 3Wb WA WA WA T40b - WA NPl WA WA BVA BBZb 0&5b 11mb 3 b 'S_
1 A�mmrs®TM 0.L.1(2)N5A%g ,el(Rp.3k 7WIN TWb 6Wb 15Wb 6mlm t�Ws 4Wb 17Wb 1e991m StOb eWb WA iW Os IWb T40b New 11Wb 71Bb 0Wb 1092b b82b B&5b Hm Oa
21V[lac®OAS Wn O.G1Upp,Wo.125'Alun(Flg lk' WA WA WA WA. WA WA _ WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 Pn PRODUCT REVISED a
fArsblflSP ptg SF 1.1m 195b 225b M51m 165Wt 315b tmlm 415b e7316s 111b 110b 17/W3 3mb 115b 1lVb IW Im mOb te]b Srib tm ne tmb 211b IWb omPlYin9 Ith EVISoFbrida-
2-la gi1.1YMh0WBTAP(Fo6k 2401m 3Wb WA WA 1WWc emb 1851m WA WA WA 1Wb WA WA WA 3mb WA WA WA WA WA 311b H2b '.60b Building Code
NOTE FORTHE OFFSETCUP,USE THE SAME ANCHOR PATTERN ANDANCHORVALUES AS THE STANDARD CLIP. _ NOA-No. 20-0406.03
- expiration Dow 0526/2026
gy /�"_
FIGURE t: FIGURE 2: TABLE NOTES: Miami-Dada Prodln:l Control
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALL ITION METHODS. --)1.000• r-
2)LINEAR INTERPOLATION BETWEEN MU LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3: _ 3)MULLION AND MULLION CUPS SHOWN A LL RE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THEIM FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.- 1......I
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. NY LYN/I/
4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND PRESSURE-TREATED
O
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATED f Q.:. ,F�J
FIGURE 4: FIGURES: FIGURE 6: - YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125- 1 -
THICKSTEELSTUDSTOSEAMINIMUMGRADE33AND.U45•THICK(18 GAUGE).STRUCTURAL STEELTO BEAT 1•X2•X.125•MULUON �7 No.58705
- LEAST.125•THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERIAL R108B12 ANCHORS INTO WOOD MAY BE STEEL.I"S.S.OR 410 S.S. 'D v`�:�11/�
%�O A OF
L ENG``
A.LVIGN MILLER,P.E.
FL P.E.tY 58705
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DETAIL F: DETAIL G j DETAIL H:
Cdd lo
FIELD-MODIFIED MULLION CLIP AN MUWON CLIP BAY MULLION INSTALLATION , Y
(F-CLIP) (ANGLE CLIP) I (ANGLE CLIP) gB E
SEE DETAILS A-0, W ORW ...
SHEET52ANDDFORINSTA ZDN BAY MULL
TOSPEMO SUMNAYES. N
MVILON (13 Q} W
Q G Z Ul
Q O Q
O O G j in
TOP VIEW c =
O O I W p OO ~
SIDE VIEW TOP VIEW l r i Z'o
sHOR11 WRHPx4-x42r I - I I I 1"'•
' MUWON 1 I I 1 Z
EXTERIOR I PERsusSTRATE,
I I l I SEETABLES I5B OR IM z
b i D K§ s 5p
uoou�TomIFlF"� I I sE�ET eLTRA161LB I 1 i EXTERIOR
S
cONDmoNS. 1 I I I pTX SANGLECW, Z Z Q a m
I I I I 2 Pmw,.uoNEND,MUsTSE Q Q Z N
1 i I I L I INSTALLED INSIDE OF BAY MULL
uLaox i i ii I I i o ay YoY
I.lx.lw U Z Q
2DER MUWON END.T _ a
MUSBE INST E
I IDE OF ALLEO � 2 €Oia�
I I I NS NULL
$ rc�
I I
PRODUCT REVISED
�,�,µc +b eomPlWaB
PERSUBSTR E with the Florida
N I BNllding Code
S13TABLES IIT. NBA-No. 2G-0406.03
INTDwoD.
OT
R.AS0NR11 EYTERIDA Expiration Bate 05/26 f2026
INrovmD,sTEFL sMANDAaDcuPToeE EXTERIOR �
AL UM,cw OR MAsoNRY D.I INi1F1D. } B
y Mleml-BatlO PFetluctEX�O Coninal
O R
I P V4�
®® ®� Iwo HOOD,STEEL O
KUM,cMU OA MASONRY 1 H
EDGE
O STANCE
PER `1111111111/
ANCHOR
DLSTANCE f NOTES FOR INSTALLATION
PER ANd10A O :`�::110ENgF'•.�(��i
D 1)USE 2 ANGLE CUPS PER MULLION END.CUPS MUST BE INSERTED INSIDE OF MULLION. F.: •'.�
ND.58705
NOTES FOR INSTALLATION OPTIONS F: _,k;
2)DETAIL G:SEE TABLES 1B-140 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2T X 2.11-X.125'MULLION. I LOCATIONS.
2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS I 3)DETAIL H:SEE TABLES 158 OR IGB FOR ANCHOR QUANTIBESAND SHEET22 FOR HOLE �.PD,C'•. STATE F
LOCATIONS.
31 THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION.
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A.LYNN MILLER,P.E.
I FL P.E.#58705
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DETAIL E: R I
—i .txS MUL MULLION TO MULLION 8 i
DETAIL C: INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO (U•CLIP)
1)MAY BE INSTALLED IN'TEE'OR'CROSS' [
MASONRY STRUCTURE INTERSECTIONS.
(STANDARD CLIP SHOWN) VARIES ov
21 MAY BE INSTALLED HORIZONTALLY
BUCILSTRR { I (SHOWN)OR VERTICALLY. N I _
NOTCHEDTO
PRar L
.. I BU.NGTR 3)SEE LLCUP DRAWINGS,SHEETS 21.23 n CI
t7 p
FORM LL I AHD TOP VIEW FOR CORRESPONDING MULLION. 2 E L
FOR MULL i ATTACHMENT NULUON O F.
CUP. I BY oTHERs. ,J u
SEENOTEI, YMIES� J C
1 SHEETI. - _
af35TEEL SCREWS. b
SEIF ORRLLNGORPR60R0.1 LU �5
I �` MUW6V ANDUSE SNs W oO _
f MW.ION I a) O3 L 0
7 W m
I I NUWON H Z R
O C
I,a d"° I 'PERSU BVU mEOFFSETCIID IS j F d U
ERHER mE .. I I I 'PER SUBSTIUTE gELOYMENDED F00. ` Z U�p
OFFLET DMUu I I I.I isFETABLEs16t]H FRIFRANm LLYiERSECIIOH Oyu
CIV IMY BE '' °s I 1 I I wNOOW5.8UT MAY uC D fiF b
I EOGEDIsfANLE Al50 BE USED FOR 2 _, ~
TNLR YERIt� °I I is11 I FOR MASONRY OmER FRAME TYPES. EXTERIOR Q co C
a: a: I' ANCHORS - Z Z Q Ol
0 Z GO
SEE GMEEI5312]FOR N F- '.�'O aoC
I ROLE LOCAM..
a. FRONTVIEW EWE K Q
EXTERIOR a G ° [ DI—CE
EFOR MASONRY a G .d SEEr161 L.7 ? Q O O
ANCHORS .A Z
8 SIDE VIEW a
DETAIL D: PRODUCT REVISEDN ATTACHED TO MULLION
TYP.ANCHOR mplylnp with thO Florida
i'tP'ANC110R SEE TABS I&1]R STEEL SIPSTUD MOA-N.. a20.0406.03
PER suesrRArE (STANDARD CLIP SHOWN)
SEE TABLES I&1i5
smucTURE Eaplratlon Dam/OSRT�12026
BUC16mIP - L/�/
AND TYP.ANCHOR BY
AITATJWIIiT A PE0.5UBSTRATE ® Miam Dada ProdYct COnVDI
eroTHElu. ____ �sEE rABLEs 14f18
EMBEDILFM•. _ SEE NOTE I. A. `� SEESHEETS
L .. SNFET t.
•' EDGE t1Z.0LE
.,, :, ..; .. .,.. ... .. ... DISTANCE � NQE
"SEE TABLES LOCATIONS
NW I.T KSIC0.YCRETEORCW MW 2T NSI CONCRETE OR LNU 1&f3B
FRONT VIEW SIDE VIEW `' MULLION
� f1LLIn1�f1,,�
INSTALLATION NOTES: EDGE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I sTHAB<Es `\��O'•u10ENgF �C�r�:
FOR STEELSm0.G mWNERTN.W 1B-1]B �`�•: ••'��
FRONT VIEW 15 GA AND COMPWWTYAm THE P.BUILDING
2)OUANTITY OF AN AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORUU.REPRESENTATION CGnE,AvcY.oOn encfaa MUSTuseO. _*: NO.58705
ONLY.BECAUSE THE ANCHOR CAPACTCYIS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ATTACHNENTBYDTHERs. _ �•_
CORRECT OUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE usEWOODANCHORsma
EXTERIOR SIDE VIEW =O
FOLLOWING SHEETS.FOR DETAILS AA,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. NOTES: %7J
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 1)FOR 2X W000.BACKED STEEL STUDS,WOOD ,0,� R O D•
�:F GRID?..:
41 WOOD BUCKS ARE OPNONAL,SEE DETAILC,SHEET 3, ANCHOR VALUES MAY BE USED. i,'S`S/O' LNG
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMFDADE COUNTY APPROVED 2)SEE CORRESPONDING MULLION TABLES,
FOR QUANTITY OF SCREWS. A LYNN MILLER,P.E.
ELCO ULTRACON,DEWALT ULTRACON-OR DEWALTIELCO 114'S.S.AGGREGATOR MASONRYANCHORS. SHEETS 5-20,
FL P.E.4 58705
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DETAILA DETAIL B: YrA
N
MULLION TO 2X WOOD BUCK uuwox MULLION ATTACHED TO 1X clESTaly TMP-Auwoa �e
OR WOOD FRAMING WOOD BUCK AND MASONRY rs�nes(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ENOTE I. N
I YUWON SHEET I. b II Ij NNE0 J
I 1 6EE6NEET6 b I IUn2T 161��,�.. EDGE
EfIMQi THE I I 21-n 1-Ho. 1 1 CONCRETE OR LMII'•' J F'
srAxoARoo r IocAnaxs ;I-1 �--)-s��i,elEs d
OFFSETNULL - EDGE m I EDGE DISTANCE false Q' O
CUP NAV BE I DISTANCE / m c I. FORYA6010RY
INSTA N cn BY ¢'4 ° I I I FOR NDOD/ I ,° 1 I I ANCHOa6 m a
—FOR d e !L
Tws YETHoo. scaEws L 11 SIDEVIEW Z m H
ALLMUWON6 4. F' Q
¢ 4 ¢ ° Si'ANDARD OR 5 (~J= ggs 0
4 ' ¢ A CUP W BE e G
4 EXTERIOR _ ° IRsrnuEo ex > F ¢Q
¢4 .'G EWE .. THIS YETHOD Q Z o
DISTANCE
° MASONRY ¢ e4 - ¢ C)
° THEOMSUWC IS ANCHDRS < �i1 w
N cp
RECONNENOEO FDa Q 6 ti0 iy0
°4. FINFRAYEO J
EXTERIOR YnnOows.eurYAr LU wN
ALSO BE UBED FOR 4 LU
OTHER FRWETYPES. - to N fA
U Z ¢ 0 0
fl. Zmw i0
TYP.ANCHDR TIP.ANCHOR g-2i
TIP.ANCHOR PERSU6STRATE. LZ PEN SUBSTRAtE ` O
�PFA SUB6TRATE. SEE TABLESfa16B SEEYABIES10-1sB
SEETABLES 1a168 EDGE PRODUCT REVISED
TANCEE
DIS BUCIC:TRm Buildan complying with the Florida
SEE TABIEs AND NOA-Ng Coda
EYBEO�bEIi BUCI6TR� la1]B � T '+j-:.:; ATTACHMENT NOA-No. 20.0406.03
ANO EMBEDMENT' +: - BY OTHERS.
ATnICHMExr sEE xore f, Expiration Date 0512612026.
Bro HERS.
canfmi
9Y
SHEET I. .. '"""'•• .:•.:'.� Mtam—r a Pmduct
'n•:•:'.:•:•:: YUl2T Ksl CONCRETE OR CYU•
. ....- SIDE VIEW FRONT VIEW
FRONT VIEW
i -
MATERIAL PROPERTIES::
INSTALLATION NOTES:. Material MIn.Fy Min.F. 11A11111 II rrrTy
Steel Screw 92 ksi 120 ksi i
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1B8 Screw 60 kst 95 ksi
410 Screw 9D ksi 110 ksi P: '
TO ANCHOR
HTITY OFORDIS DISTANCE,
RS THE CO RECTOULUON SIZE SHOWN ABOVE CATIONEF ANCHORS IAL MUSEPRESELOWE REPRESENTATION ONLY.TO THE TABLES
ON THE
FALLOWING BASSHEETS.FOR YET THE ANCHOR DeWaIIEIw Ag9rB-GatorG 57 ksi 96 ksi _yc N0.58705
TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D, _
EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 1 Elm UltmCon® 155 ksi 177 ksi
_ 3I16,DeWett UltraC—Mjj
si -3
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 114"DeWalt UIHaCon� si ��Q
,L1rJ
6D83-T5 Aluminwni- F4)WOOD BUCKS ARE OPTIONAL,SEE DETAILC,SHEET3. C '•4. D..A36 Sle J si ' S S)FORMASONRYAPPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON,DEWALT ULTRACON°ORDEWALT/ELC0114"S.S. Gr335teelStudi. �Y�YS�QNAL
AGGREGATOR MASONRY ANCHORS. /rllrllll
A.LYNN MILLER,P.E
FL P.E.Tt 58705
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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 -
IN
MISSILE IMPACT--RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIOUEAND SHOULD BE A
EVALUATED BYAN EXPERIENCED INSTALLER FOR THE ILZINSTALLATION METHOD.OPTIONAL IX OR ZXWOOD BUCKS[FUSED, GENERAL NOTES - t C$ F
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUGnoNs_—_t
ELEVATIONS _-I
FIGURE 1: x+ MULLT02vmo.____2 e
MULTIPLE FOiENB+G IORVERI"LMULL AR-EST.- THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLTO tx6NlSONRY.—...__z cz
MULLIONS I / MSCRIBEO INSIDE• HAVE BEEN TESTED TREE-FLOATING•ANO DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MUWON CUPS,BUT SHALL INSTALLATION NOTES_—_.2
SEA D c,n LS RECTANcuLAR NOT HAVE A GAP OF MORE THAN 1/4•FROM THE CUP. MULL 7o MASONRY_____3 N
SHEETS b4 SHAPE
MULL TO STEEL SIVO__—----3 a �p
_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULLTOMULL__ 3 t d
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE IM STRESS INCREASE WAS NOT USED BAY MULLINSTAl1ATON__4 O
ALTERNATA7E CUPS-----4 co I11 MULLIONSIN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1%2X.125MULL8PEo5___5 «R
1X2X 275 MUSPECS—_—e
4)PROPER SEALING OF ENTIRE'ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t LL%275%a75MULLSPECS_7 mf
INSTRUCTIONS. iX275X bs MULL SPECS._—__e
SEE BETAIL4 I 11 1%3A2SX.500MULLSPECS_9 W Z �a
5 HRUG; / ( /�I� /I 5)USETHECOMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1X4 X.IU MULL SPEcs__ta m — o r
_ 1 sm.uARS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEETAND SHEET24.FOR MULTIPLE UNITS,CONSIDER 1x4X.375 WSEMULLSPECS__11 -� oT uDi
_ I _ ATwTU G; ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 7 X4 X.N6TMULLSPECS_._.11 F Q C
1.25X].198 X265MULLSPECS-12 as
OPENING PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. - t36%3.25XAMMULLSPECS__13 a0.I
`ART• HEIGHT 115%]25 X.GN MULL SPECS._t4 Z W
Muu FOR 6)WHEN FINDING YOUR SIZE IN THE... TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.z5 X—X.624 MULL SPECS__15 Ua $
NoRFONTAL IX4X2 MULLSPFCa 16 Z Sg
MlIt1 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X6%.n MULLMULS__..R Q
SEE.ETAILE 1S8X211AY MUNLLSPECS_1B
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q rA o
SHEETS 4VX325BAYMULLSPECS�19 U.1
M
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERVLLS SHALL BE PROTECTED AS REQUIRED TO PREVENT F
REACTIONS. MUUJO5BAYMULLSPEOS.___20 Z F Q `m rG
EXAMPLES
AGQP OatEN510N5__21-23 Q z Z m
EXAMPLES O O
FEF. 8)REFERENCE:TEST REPORTS:FTL•6443;ELCO ULTRACON,DEWALTIELCO AGGRE-GATOR DEWALT ULTPACON.NOA'S LOADING EXAMPLES___.2s U) _lm
PROWCTSMAY to
III I
BEOFANYTYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGMUSlr
Y y
MANOSE FAGTUaED CODE,AND ARE APPROVED FORIMPACTAND NON-IMPACTAPPUCAT DNS.MULLIONS ARE ONLY TO BE USED WITH PGT Ft Z N O:
BY CCL FENESTRATION PRODUCTS. U-U.1 Q 3
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 0.
/SEEOETAILs � O
�xOw2nxru "AH; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENINGNULL
511EE13 z4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LLNGT11 Noa¢oa7u _ PRODUCT REVISED
—plying with The Florida
MULL 13a11dln9 Cade
LE.— INSTRUCTIONS NOA-No. 20-0406.03
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT•)FOR THE OPENING USING THE ASCE-7 STANDARD. EXpimtlon Oats 0512612026
HDRQ.MALL LENGTH 2)CHOOSE MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By G7
YUII r F—oPEHMG_T" r— �I MIam4-0ade Pmdaet Contml
I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR'TFiIANGUTARITRAPEZOIDAL•.
r aPEwxc ` 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIM FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY.USING
HEIGHT OR THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY}THE
NoR¢ vERT. MULLION CAPACIT'(L&SIFT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSFM FORTHE OPENING OBTAINED IN
j TM r r STEP I).
L L 5)FROM THE SAME TABLE USED INISTEP 4)ABOVE,FlNDTHEVALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
REPRESENTS THE WIND-LOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY. LTI)t 111I1///
SINGLE MULLION SINGLE MULLION �FORYFAnGLMULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `` �ONiGEN
�FOoaFEwHot ANCHOR!SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR :'L SF'•;1��
CAPACITY IS MET. T�•
`1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS _�.: No.58705 L•
FROM FIGUAEtABOVE 7)IF THE MU WON CAPACITY(LBS/FT•I OBTAINED IN THETABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT FOR THE _ //;;
OPENING,VOU MAY USE THE-ANCHOR CAPACITY AwUSTMEHT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS �-O:,(.0
CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 70'. L/L Z,O v z
e2020 FLORIDA BUILDING CODE(FBC),7TH EDITION ^'A ��
e2017FLORIIABUILOING CODE(FEC),6TH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FM FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MUWON i��C'•.FLORIOP,.•'
.ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION - CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
.ALUISI [NUM ESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. 77/S��NALI�N A�
.AISC 366I6 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPUCATION WHEN USING THIS NOATO APPLY FORA PERMIT. A.LYNN MILLER,P.E.
FL P.E9 59705