HomeMy WebLinkAboutNOA-TUBE MULLIONSMIAMI-DiADE
DEPARTMENT OF REGULATORY AND:
BOARD AND CODE ADMINISTRATION I
NOTICE OF ACCEPTANC:
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under t
materials. The documentation subn
Product Control Section to be used
Having Jurisdiction (AHJ).
This NOA shall not be valid after th
Section (In Miami -Dade County) ar
to have this product or material to
perform in the accepted manner, th,
immediately revoke, modify, or sus;
reserves the right to revoke this a(
Section that this product or material
This product is approved as descrii
Code, including the High Velocity
APPROVAL DOCUMENT: Dr
sheets 1 through' 25 of 25
dated 10/10/14, signed and sealed
Control Revision stamp with the
County Product Control Section.
LABELING: Each unit shall bE
model/series, and following state
noted herein.
RENEWAL of this NOA shall
no change in the applicable builc
TERMINATION of this NOA
in the materials, use, and/or mai
of any product, for sales, advert
to comply with any section of th
ADVERTISEMENT: The NI
followed by the expiration date
displayed, then it shall be done i
INSPECTION: A copy of th
distributors and shall be availab�
This NOA revises and renews �
E-2, as well as approval documi
The submitted documentation w
MIAMI•DADE COUNTY
,...,
SCANNED
BY
St Lucie County
RESOURCES MR)
MUM-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.my/economy
applicable rules and regulations governing the use of construction
;d has been reviewed and accepted by Miami -Dade County RER -
Miami Dade County and other areas where allowed by the Authority
� expiration date stated below. The Miami -Dade County Product Control
�or the AHJ (in areas other than Miami -Dade County) reserve the right
aed for quality assurance purposes. If this product or material fails to
manufacturer will incur the expense of such testing and the AHJ may
)end the use of such product or material within their jurisdiction. RER
ceptance, if it is. determined by Miami —Dade County Product Control
fails to meet the requirements of the applicable building code.
ied herein, and has been designed to comply with the Florida Building
[urricane Zone. -
'wing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions'
prepared by manufacturer, dated 08/29/11, with revision B
by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Notice of Acceptance number and expiration date by the Miami -Dade
a permanent label with the manufacturer's name or logo, city, state,
1: "Miami -Dade County Product Control Approved", unless otherwise
�e considered after a renewal application has been filed and there has been
tng code negatively affecting the performance of this product.
I
ill occur after the expiration date or if there has been a revision or change
ufacture of the product or process. Misuse of this NOA as an endorsement
sing or any other purposes shall automatically terminate this NOA. Failure
s NOA shall be cause for termination and removal -of NOA.
)A number preceded by the words Miami -Dade County, Florida, and
may be displayed in advertising literature. If any portion of the NOA is
i its entirety.
s entire NOA shall be provided to the user by the manufacturer or its
for inspection at the job site at the request of the Building Official.
[OA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and
it mentioned above.
a reviewed by Manuel Perez, P.E.
NOA No.16-02�18A
Expiration Date: Mof2-6,-20Z17.
Approval Date: April 14 2016
• Page 1
File Cope
PGT Industries. Inc.
A. DRAWINGS
1. Manufacturer's die 4
(Submitted under P
2. Drawing No. 6300,
. through 25 of 25,
manufacturer, sign
B. TESTS
1. Test reports on: 1)
2)
3)
4)
5)
6)
.along with marks
mullions, prepare(
(samples A-1 thru
and sealed by Mar;
(Submitted under.
C. CALCULATIONS
1. Anchor verific
and with FBC
and sealed by j
D. QUALITY ASSUR
1. Miami -Dade
E. MATERIAL
1. None.
swings and sections.
1A No.10-0819.05)
( titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
lated 08/29/11, with revision B dated 10/10/14, prepared by
and sealed by Anthony Lynn Miller, P.E.
it Infiltration Test, per FBC, TAS 202-94
niform Static Air Pressure Test, Loading per FBC, TAS 202-94
dater Resistance Test, per FBC, TAS 202-94
arge Missile Impact Test per FBC, TAS 201-94
yclic Wind Pressure Loading per FBC, TAS 203-94
arced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
-up drawings and installation diagram of clipped aluminum
by Fenestration Testing Lab, Inc., -Test Report No. FTL-6443
-1), dated 02/28/11, and addendum letter dated 05105111, signed
I D. Brinson, P.E.
OA No.10-0819.05)
n calculations and structural analysis; complying with FBC-2010
Edition (2014), prepared by manufacturer, dated 01/29/15, signed
Cony Lynn Miller, P.E.
of Regulatory and Economic Resources (RER).
TIONS
E-1
7d6wj� - -
Manue m P.E.
Product Cont oP6.10218.03
aminer
NOA N .
Expiration Date: May 26, 2021
Approval Date: April 14 2016
•
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'b Edition (2014), dated
.February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no 'financial interest, dated February 15, 2016, issued by
manufacturer, signe and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptan No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped xtraded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiri on 05/26/16.
I
Manuel , P.E.
Product Cont 1 E miner
NO , No.-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON -IMPACT OR LARGE AND SMALL 1) DETAILS SHOWN ARE FOR THE MILLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE r�
MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES..._,_.__._......,,1
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS 1NSTRUCTIONS,___.__--1 d o
FIGURE 1: ELEVATIONS__........------ I n
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MULL TO 2X MOD------ 2 QY
MULTIPLE OPENING W07LF1 F'ORVEIITIGL MILL ARCHESTOBE MULL TO 1X A MASONRY__.,.2
4I-- INgmpg HAVE BEEN TESTED AS'FREEfLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
MULLIONS { SEE °ETAS REcrANGuwL NOT HAVE A GAP OF MORE THAN IM FROM THE CUP. INSTALLATION MASONRY—
INCITES . _.__ 2 d
A-0.GIt MULL TO MASONRY _ _. ._ 3 NO
SHEETS 23 S MULL TO STEEL STUD_--.-3 m
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WOJDLDADS CORRESPONDING TO THE REQUIRED MULL TO MULL.__.._....__.__._..3 FF-
i DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U1BO. THE li33TRES8 INCREASE WAS NOT USED ANcHORSPEcB_.._.._.--....3 (D W
IN THIS ANCHOR EVALUATION. THE 1.0 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS. ALTERNATATE CUPS__ . —4 �ZO co) BAY MULL INSTALLATION_—- Ifl
1 X2X.3T5MULLSPECS_»__5 W
\` \ 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MLU SPECS _ _._.8 _
INSTRUCTIONS 1 X 2.75 X.376 MULL SPECS___7
( \ IX2.75XASMULLSPECS»__.__S Z a N
SEE 7HRU.8 / IIf 111 %U 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 1125 X.s00 MULL SPECS_--9 W 0 a O
AOErU G: _ /_ III ` _ Asa c, ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER 1 X4 X �5 MULL TUBE A� EC9�.10 Q � N
SHEETS 2-3 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN 1 X 4 X .375 U E MUILL 6PEC9._.__11
II PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 W 7
OPFANG125 X 3.168X285MULLSPEC$_12
125X325X.100 MULLSPEC3__73 W y
MULi HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MUWON TABLES, ALWAYS ROUND UP TO THE NEXT 812E SHOWN ON THE TABLE(S). 125 X 325X.924 WILL SPECS__14 O ii '
HONO>oNiA< 125X3.94XMAIMW1SMCS-15 � Z •6$ W
fMAl 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST 2 X 4 X 25 MULL _.». SPECS__ 18 Q Z
BE ANCHORED PROPERLY -TO -TRANSFER ORCORROSIOVRESISTANT 2XSX254WLLSPECS__.,....17
sEr311.26
IEAS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALLBEPROTEECTEDASREQUIREDTOPREVENT t2sX21tX.125MULLSPEC6__1s F r
30WX3TSBAYWLE-SPr�9_._ 1 --� O z�
REACTIONS. 46•X=BAY MULL 8PECS....--m z C
MULUON&CLIP OMENSXINS_-2123 1-» Zg
FEr�sTRATX)N 8) REFERENCE TEST REPORTS: FTL-0443; ELCO ULTRAOONJAGGRE-GATORNONS .E%AAPLES 1 S2_».,.._.__�_.24 N
PRWIICFS MAY LOADING EXAMPLES__ _.25 U)
OFAWTITE• 9) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LU Y
MUSr BE CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH Z N cA
/ i i I _ BYPST. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. (~j W Q
a (7 Z .0y 0
JSEE DETAILS
HVHZ_ 10) MULUONS ARE IN COMPLIANCE FOR USE IN T0. A NN
I
t IfOWZONTAL "Lit: 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING -a �-�
hh---- MULL SHEETS 2a WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
Let" HORIZONTAL
MULL —
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE-7 STANDARD.
MIA L I.-- OPEtBNo WIDTH 1'—HOR¢. MULLLENOM--I 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
LENGTH F ` 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR'TRIANORAP ULARlTEZOO)AL•.
OPENING 4) FIND THE CHOSEN MULLONS MULLION CAPACITY (LBSIFT'1 FROM TABLES 1A THROUGH 16A. ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
HEIGHT FTHE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY} THE
�GHT L
� `' ' M� �6, MU�LLIONCAPACITYILBSIFT'IOBTAINEDSHALLMEETOREXCEEDTHEDESIGNPRESSUREREQUIREMENT(LBSIFT')FORTHEOPENINGOBTANEDIN
LENGTH
L L 5) FROM THE SAME TABLE USED INSTEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED LTBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
SINGLE MULLION SINGLE MULLION �FDRRVVFR�TWALegHIL 6) FROM THE ANCHOR CAPACITY MS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
OPENNOWMTH ANCHOR/SUBSTRATEfANCHOR-CLIP PATTERN MAY APPLY) SELECT ANANCHOR CLIP PATTERNAND VERIFY THATTHEREQUIRED ANCHOR
FORVERIICALABAL CAPACITY IS MET.
SEE ROMM F Bw DETAILS MULTIPLE MILLIONS
7) IF THEIAULLION CAPACITY (LBSIFPP) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT) FORTHE
OPENING, YOU MAY USE THE'ANCHOIL CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
STANDARDS USED:
92014 FLORIDA BUILDING CODE (FBC). 5TH EDITION
B) VERIFY THE DESIGN PRESSURE RATING (LBSJFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
0ANSVAF9PA NDS-2012 FOR WOOD CONSTRUCTION
CAPACITY RB&WM OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
*ALUMINUM DESIGN MANUAL. ADM•2010
PRODUCT ASSEMBLY_
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED N A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
OAISIS100-07IS2-2010
LYNIV
ON.\DENS .'/(Z'
NO.58705
`�
A. cMNN ,)�`p .
FL. P.. 58705
DETAIL A: DETAIL B.
MULLION
luq
MULLION TO 2X WOOD BUCK W0N
MULLION ATTACHED TO
DurAND
PEERR-SUBSTTRRAM p
OR WOOD FRAMING R
(OFFSET CLIP SHOWN) WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
ATTACHMENT
BY oTT11RS.
SEE SEE TABLES 18.168
10
'
SEE NOTE 1.
N
1 j MULLION
SHEET 1. . •y yl S m FF
1
14WO EFTS b b
ENHER TNE I 1 2id3 FORHOLE .d 1
STANDARD .4 .� I LOCATIONS I.
N CRET :• MU
CONCRETE
I CONCRETE OR CAW' •
1 .t
EDGE
� •• 1 DISTAKM W
F------1-SEE SEE TABLES z
OFFSET MULL < EDGE m m
- <
QJP 0NY8E •:a
I EDGEDISTANCB
1
7f►180 a (�
DISTANCE _ _
NSTALLEDBY I I FOR WOOD
4. FANCHDR9�
W Q O O
. d a - 1 I
THIS A1f��HOD. SCREWS 2.WMwCFOR 4 n , 1 1
I
SIDE VIEW m N U~N1
ALL MULLIONS d.
.. .a n
d
° 4
O J
THE
• -
4 ':4
<
_ o
BrANDARD rd
OFFSET MULL Z
MAY BE
EXTERIOR
4
INSTALLED BY
d- -
.
TF08 METH08 I/1 Z
. ..d — WGB — —4
' '
4 4 n. d - DISTANCE
n
O
MASONNRY
< 4d
Z
.q
LANANCHORS FOREXTERIORDOT
o3
MAYFORwill
m
YPE.
V ? Q 1S
a O O
b
TYP. ANCHOR
TYP. ANCHOR PER SUBSTRATE,
TYP. ANCHOR
PER SUSSTMTE.
PERSUBSTRATE. / SEETASM113-166
SEETABLESIB-1E0
SEETABLESID•168 EDGEIEND
//
DISTANCE
BUCKSiRIP
SEE TABLES
EMBEDMENT SUCKSTRIP 18.168
ANDA7TAO1MEtR
AITACMMENT
ESB 1'.�
` •... .: a BY OTHERS.
.e..••' .SEEN01E 1.
SHEET 1.
i
ty SEE NOTE I.
- •..
. j•'•• MNZIKSICONCRETEORCAW
SIDE VIEW
FRONT VIEW
PRODUCTRBVISED
'
as mmylyiBjwiWt>t6EWTiAT
FRONTVIEW
Building Code
A
IatEonpato /f pALl
INSTALLATION NOTES:
BY
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
h1iHord t•1odlld
111
2) QUANTITY OF ANCHORS AND MULLION SrZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
N%"N I LYNN rri
r!r�
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THEj0��
. • • "" •��CCc
'��GENSa '•.,
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES OITHE
` ��. P
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED.
No.58705
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE)(fAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET &
_
�'O ': Lt►
fr,% rr!ll
5) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY. USE ONLY MIAMMME COUNTY APPROVED
� .:
�J �1 ' •.,(OtitOP• ��
'i
ELCO ULTRACON OR ELCO iW SS. AGGREGATOR MASONRYANCHORS.
F ........ �G
A.C%NIM)LLWN.E.
FL P.L# 68T05
1
DETAIL E:.,"
DETAIL C: 1 176'MR MULLION TO MULLION
MULLION DIRECTLY ATTACHED TO M1nLlw+ INTERSECTION NOTES:
MASONRY STRUCTURE (U-CLIP) 1) MAYBE INSTALLED IN 'TEE' OR -CROSS" o
(STANDARD CLIP SHOWN) INTERSECTION& IQ
VARIES 6Y
2) MAYBE INSTALLED HORIZONTALLY u
1
I I •Tw•AHaroR (SHOWN)ORVERTICALLV.
I OFFSET BT +D ( I SSEEi IB•13 B 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 S m F
Y I I • TpP�Eyy FOR CORRESPONDING MULLION, to
WBTALLEDBY 11 t •• EDGE INSTANCE MULLION Q
7HISMEIHOD t I I ° FORMASONRY ANCHORS VAPoGS-►.•---.L J
W
i I je I 912S1EEL8CREW8, _
SELF4)RALNOORPRE•DW1n
LL D'
MULLION AND USE SMS W O
• � ° . .lam m c °
EXTERIOR �` a <_ a MutLON Z m d
� o®6E DISTANCE ° � n THE OFFSET IllPIS :3O g
FORWISONRY •` y RECW�ENDED FORANCHORS
/ MIERSECi`` Z
YNPDOWS,Bur MAY 10M
- AISOBE USED FOR Ur.1.P :3-� e -o1He:FRAME-rim _ EXTERIOR
TW. ANCHOR .d
PER SUBSTRATE, d Z Q 0
SEETABIFStB438TYP
/ ER'SIBSTR�TE, E HOLEBLOCA,FDR
TRP TIONS N Go o
AND SEE TA81.M113-1313 FRONT VIEW EDGE
ATTACHLffM DISTANCEQ X X
BY OTHERS, SEETABLES f= N N
IiT.• - • SEE NOTE 1,
. ' •. '.- : ,..� SHEEI'1. ?
•: EDGE_ a •�
MrtIz7HSICONC ETEORCMU Mwa7HSICOM;RETEORCMU �TA>HES SIDE VIEW i , '—
FRONT VIEW SIDE VIEW DETAIL D: uu�i 6
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES:
1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR 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 INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY M1AM1•DADE COUNTY APPROVED
ELCO ULTRADON OR ELCO IM S.S. AGGREGATOR MASONRYANCHORS.
STRUCTURE
TYKANCHOR
R `SUBSTRATE,
sEETABLEs 18•WB
A.
LNLLO
FOR STTET. STUDS T! W HER THAN
FRONTVIEW 1ecAANDconatANrwm4THBFt tsu
AIL WOOD SACKER MIST U89
ATMQiMEWSYOTHERS.
EXTERIOR USEWOODAK:HOR SPECS
NOTES
1) FOR 2X WOOD• 1ACKED STEEL STUDS. WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5.20, FOR QUANTITY OF SCREWS.
SIDE VIEW
PRODUCT REVISED
w coinplyh¢ whh the Find&
Badwg Code
Acceptmmmyo-OZ •os
Bxpi7m Dote
8y
Qom'.. � •. k
-r'i : ND, fi8705 2'
LU
A.II'TIYIMAI44LER P.E.
FL P.E.# 58705
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
DETAIL G: DETAIL H:
ANGLE MULLION.CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)'
SEEDETABSD3
a
a±
srEErs2AHDaroRe�srA►unoH
ao•onts
�
TO SPECIFIC SUBSTRATES.
BAYMULL
O 7o
MULLIONColl
0 0
o' o 0 0 0
tV
z v
0
O
TOP VIEW
SLOE VIEW
I
Uj
0 O
SHmmwiTHPx4'x.12V I
MULI.ION
TOP VIEW I I 1
m N
to
I
1 I 1
z
1
1 I I TYP.ANCHOR
1 1 I SUBSTRATE,
j
d>
1 I I SEE TABLES 158 OR 10B
Z
STAMIARD MULLION CLIP 1
�
TYP.ANCHOR 1 1
SUBSTRATE 1 EXTERIOR
n F- 2
1—
I
—SEE-TABLES18.148 rl
V�
\
• I 1
I 2'x6-AHaECUP,
1
Z Z Q
1
1 2 PER MULLION END, MUST BE
Q �V
— 2
INSTALLED INSIDE OF DAY MULL.
IG Cp
07
Q\
I m
Ij 1 1 TXSX.LIP.
H co
v)
a
MUST BE BAST LIED'
¢ Z� 0 O
I I INSIDE OF MULL.
lx cr
l
TYP.AHCHOR
Cb -
PER SUBSTRATE,
,
SEE TABLES 113•14B
'
'
INTOWOOD.STEEL,
WTOWOOD,
STEEL,ALUM
EXTERIOR oftM-SOaRY
STANDARD CLIP TO BE
CMU OR MASONRY MODtM W4:IEID.
EXTERIORALUM,
EXTERIOR
i� F
PRODUCT REVISED
aslmePlyingwithdwFhwida
® ®
® ®
WTOWCWSTEEL,
ALUM• CMU CR MASONRY O
q IG••O'b�8•
wlpim DEDSEDISTANCEPER
Ell
ANCHOR
d rlDdoti
DI AEDGENCE f
PERANCHOR
_� _ �®
NOTES FOR INSTALLATION OPTION G 6 H:
NOTES FOR INSTALLATION OPTIONS F:
1) USE 2 ANGLE CLIPS PER MULLION END, CLIPS MUST BE INSERTED INSIDE OF MULLION.,
�Z ,• �LGENSE '' • %'
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 120' X2.1 V X .125' MULLION.
2) DETAIL G: SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
;k 14a. 58705
2) SEE TABLES 1843B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
LOCATIONS.
3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
,-'
-
uI
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
LOCATIONS.
•' !G?
A I1Y; P.E.
F1 5BT05
TABLE 1A
IlalYon C Tabk
OpenmoWIdOI( f-ftEl9 q-dfVln&Lm-)o►OpaninBHdght(forbAmNebaProtirpnwAons)
504
eoh
70b
- Bob
90in
IOOh
1201n
140h
1004
1112X.128
Ladrp
Ladn9'
ibcomanlr
+wdn9
>
ta4Aq
FActmvyr
WQnO
TWWwq_
Loo*w
RutLVM
Lm3m
I
71W nImV
Londe
laanp
441WWO I
L- tO
R4etapolo
Loaft
>
Loaft
twdh9
lupr74an6
Looft
nbdLv+r I
Looft
vmgmwia
L"ft
L"ft
TDOM79.
Laft
Ahm Tubt�_�
_
_
_
_
42h
+11A
40a
1293
372
97.2
405
1/a6
a2S
7tA
40t
101-0
atl
a9A
400
104.4
aro
621
400
101.0
a19
6&t
40t
104.0
.at9
4tA
400
t01.0
319
2L9
408
101A
aro
ae.o
4oa
10t.0
a19
49b
74.9
a12
ea-0
266
62A
a12
73A
252
6ae
M2
07.0
2b
404
a12
022
240
41.0
a12
61.a
244
a7A
au
e1.0
214
312
312
61.0
244
2S9
312
a1.D
24{
2u
312
e1.0
244
wmb
e7A
2a1
7&9
2a4
6a.2
21)t
91.5
22a
41A
281
6a7
224
a9A
2ti
521
223
316
294
W.1
220
a1.0
201
4L3
219
2Le
261
492
219
2Zt
261
4U
210
2L0
2t1
4"
219
{
elb
62A
241
W-0
2W
47A
2Q
4!A
202
VA
Z1i
N.t
1W
a7A
Z47
413
196
299
Z17
39A
19f
2La
2{7
a0A
193
21A
20
3&1
1Q
1Lt
217
a0.1
193
1a4
217
361
193
3
00h
0L4
200
41.2
170
a2.0
200
a6A
I$$
27A
200
a1A
ro3
24A
2W
2aA
100
21.a
200
213
100
1L2
200
2&9
157
1&0
200
25.0
100
p
03b
33.1
161
354
155
27A
IN
39.3
152
2a.7
161
MO
140
2L7
191
243
148
1L4
1t1
22a
Im"
tat
1el
2W
10
664
20
166
aoA
142
24A
t06
28.1
IN
20A
16e
2L1
12e
tea
1e5
21.0
I34
72b
2z2
130
2aa
W
It-0
tag
IG9
tft
1a9
tag
173
Ile
-i&T
-125
-VLT
-10D-
-ia7-
-t2a-
-+at
7th
17s
fro
1a2
f01
AnattorCenclivTobleM
2TK ownuft
a.=Goa.
HOOOW=
F4INCMU
Mnw
'
A1rohm Cop Pattema
Anran
altt`EleoUlotm
1/4•FJOO Ubem
ti1f0•.ECo
��
allC f7eoltteom
tp•FJ4o tl&.rm
6178'FJao
them
114.88 Eko
AWrrerior
N061rtl
8on4rM
/roet4tl
89w(M
01261ad
8Wm(03).
EdPE)NUM
r
Vo
r
24W
3-Im
r
24W
1•
2-1reatf0•
r
om
oAr
02W
Enr.ft.N
fdp•-
1•w•
ISIr
I•w•
r
I•+/e
Idle
1-Ile
I•Ile
1414•
r
I.2fa•
Late•
Wb
2AmaysO&WI LO.QlOtmxdorMd
Ctp(F4 7
a90b
M
WE
b
IOMb
2Pob
2Wftr
354104
740b
R
OMf4
"ab
a41b
442b
WOOD
4A=bMG1.WMh O.QIGbpaa(OFOEMOC4pm.a
400b
MFA
WA
WA
WA
WA
aaob
wA
WA
WA
WA
aNFA
00eb
/120b
4A0e0w407Mb O.Gf0O216AnQo/IF4 a7
700b
TBOb
000b
ta601W
11010b
040b
6a016s
WA
TBDb
00DPoa
t0t2M
002b
easb
172o2A1a0on{t
OASMnO.G/OCtb,i0o.12YAfun.(ry.41
WA
WA
WA
WA
WA
HA1
19A
WA
WA
WA
19A
WA
WA
71604
IA4o9orlFCpff467
195b
. 19Sb
226b
44Sb
MCS
ta5b
1400
177b
310b.9311tr
47ab2AM0otn
1.16.14hGG71�(F4
240b
a50b
19A
WA
WA
1YA
19Db
WA
NG
WA
WA.
a41lb
442b
660b
ntJ I G r%Ri I m V rro=f 1,ur, WC 1 r= bAl11C AflbrtW{ rAt I CI'BY A14LP 791UMum VALV tb Ab 1 HC b IAM7AHN {iLW.
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAM.
FIGURE4: FIGURE 5: FIGURE&
(DP )X MULLION CAP, - -ANCHOR CAP. -
USE THIS FORMULATO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL. PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THEMULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHIN 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
1.00c• `.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPE KING WIDTHS IS ALLOWABLE
r
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
I
HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
zow
[I
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
1�
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED
L -
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.12S
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
1• X r X.12Y MULLION
LFAST.125• THICK AND AS6. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. N10 & 012ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 410 S.S.
It
: ' t4o.56To5
j� •• E OF � • Z
,A. LYNIN1M14&' E.
FL P.E.N 58705
TARI F 2'A
Mu0I9n TabI@
en gWVIdth(forlst6 mmdbm)or0
anlnp Haght(forhal
mmftm)
6010
winjM2t9
701n
SO In
In
IWh
120h
loin
loop
1 a 2i.b75
RKWV,lhr
Lcmft
Tnomm
R4cLCUIar
W�,B
TMOTRlstaptst
100ganLos"
T1sW(IL1a.
lmM9
RtgaY,4r
�adro
OstV.
LosOYV
RscWWar
L0s9lV
RMf8tl0.
Lon"
RscwOdsr
load V
TopSfop
14sOtY
Rsohspir
Loot/
Thpinlop
I00a1V
Rsdslp4ef
1cs6IV
T."dwa.
La9atN
Rab..
LOamW
6u1a
�Awl
Ina
I
yp410s0YV
O
I
II
III
f!
I
b�
II
I
U'I
I
1
2111
1!
1#
11
1
g
11
1
1
11
1
1,
111
1
1
1,
1,1
II
1
11
I
1
I
11
III
1
421n
17MO
820
1760
435
16t3
082
IMO=7
682
170.0
006
1125
652
169.E
518
100.E
OW
t0S9
577
90.0
64
1QB
fill
7S7
O62
160E
517
019
012
160.0
617
6S7
66t
1060
W7
Ntn
121.6
607
1SS0
N9
101A
607
1fa2a"
607
IOU
4W
ISO
GOT
110.E
3W
VA
507
W.6
397
6E0
60r
WO
29O
607
607
W.0
NO
434
MY
990
300
30.0
•6W
W0
NO
60>f7S10tD37
456
1146
82D
864
456
113E74I
458
845
3N
file
456
946
300
fi7.G
45S
OLe
357
6L8
466
dDlO
358
437
45a
80A
35O
3i.0
450
80.0
368
324
45O
90A
959
tM h
e5A
400
939
35O
7L2
400
00.E81.0
40D
727
S34
00
07.3
3f0
475
400
640
31!
427
400
82a
3u
368
400
61.8
3U
30.8
400
61.0
3l3
2S7
aao
et a
3UGOh623
324
060
27a
51.0
324
51.54180.
3N
512
2M
US
324
4S9
290
340
324
43.9
237
31.1
37A
420
25S
260
321
40.5324
40.6
253
allnA
2S2
440
291
483364
2.51
438
211
330
294
30.8
ZU
209
2H
37.1
ZW
2E0
294
3S2
232
22.4
204
3S6
230
%2
2N
=A
230
ia8
201
a34OOIn
468
289
40.0
230
30.0
260
424a3.4
28O
379
?21
�2
28O
841
216
230
2a9
81.E
216
2;44
266
20.a
212
10.6
Z66
2E0210
M7
268
2T.7
209
146
260
27.7
2W7210
050
225
37.9
196
360
Z5
322MY
225
26.4
100
225
225
2S0
1S1
260
225
236
102
I0.0
225
221
IaO
ISO
225
204
177
129
226
19.a
IM
11.3
Z15
10.0
178
78f0
90.6
_J02
WO
17i
2S5
202
2722t9
202
239
170
162
2P!
2L6
167
ITO
20
1&7
188
1S3
2W
164
IM
128
2M
1S7
ISO
10.E
2W
ISO
ISO
9.6
2W
ISO
158
76h
-3
102
246
100
MG
/92
2S1M2
122
220
182
17.7
192
10.7
169
iLl
192
ImI
917
it2
19T
-1
i6S
liD-
-i@-
-IST
,IS2-
-10.Y
-10Z-
ti44-
-150-
-&0-
1@-
-%2-
-150
Wh
1a6
1N
10.0
M4
/41
1S1
9Bh
162
727
ISO
li3
113
TARI F 9R
Ain ehorCa
Table
2.ik GXm"
3AkC*M.1
F,1e0 Chat
' PTNE00
AnchorCBpPaftma
Agtlnf
3!(6 Ef00020t4n
1lrECOea0
EIN
3116'Ebl>b¢on
1K'EIeoU8p0on
Hr SSEbo
A2P068 l
Wr Ek9
1Au000
Vr 8S ON
A0980sfot
a108tWd
8ow(GS)
$12Stod
Sc"1051
47�.-
. Edpm1wo00n
r
2-Ur
1•
r
2-trr
1'
2•tir
r
3•tir
r
Q4r
09r15�4•
V74*
1-Vr
1-Vr
1• 1r
Mir
IMP
INC
r
1
4a"2
O .Wh30.O.4i.I8hmiN0rowaaplr49.
300Es
390b
4 b
b
220b
2OOb
b
Es
3I b
Es
b
341b
44210E4A1,ehw0IJVMK
O.C.I8149d.n10306tsOC8p
(Fp. 2Y
460b
lobs
WA
A
144.5ft8nMe
WA
380b
N0(
WA
WA
NA
WA
was
965Ns
4 AaehotsOYNh. O r-112) 6Anpst11ps/(F4 ax
T6Db
740b
80Db
b
540b
500b
WA
700b
749b
680b
102 VA
082b
485b
I120b
2A0chtw004Y 867. o.Q IU47p.A25•Atsh. P19.4X
WA
WA
N01
1
WA
WA
WA
NIA
NU
N9(
WA
WA
WA
715b
IA14W1F431ptft4
125b
195b
225b
b
1ffihs
140b
11710s
370b
t07b
332b-
413b
11026
211b
2002
Anclvs 1.1Yhaa O.C/ (F445k
240b
3Tb
NA
A
WA
100b
NO(
WA
NU
NA
WA
1 341 VA
442b
660b
NOTE: FOR THE ONSET CLIP, USE THE SAME ANGt1 PATTERN ANU ANGt10R VALUES Ali THE UTANUMW CLIP.
1
nNl,nurt 4P1rX41 r A VDtu1C1tt rvn uw.
(OP-) X / ANCHOR CAP::) -ANCHORCAP._
(MULLION CAP., o• „
USETHISFORMULATOOBTANTHE ANCHOR
CAPACITY REQUIREW CORRESPONDNGTO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WiLL YIELD AMNMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1:
FIGURE 2:
TABLE NOTES:
1) SEE SNEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS E ALLOWABLE
FIGURES:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23.
•
HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 U
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO Am 301 SPECIFICATIONS. HOLLOW AND GROUT-F111
FIGURE 4:
FIGURE 6:
FIGURE &
CONCRETE BLOCK UNIT (CMU) SWILL CONFORM TOASTM C-W. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF .125'
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GANG STRUCTURAL STEEL TO BE AT
m
LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 010 3 #12 ANCHORS INTO WOOD MAY BE STEEL, IM SS. OR 410 S.S.
UP11
RBVISBD
oNY LYNNAj/�����i
No. 58705 Tr '
�A $ F6 It/
AZ
J .
'A./�SIFINMt hEkl.E.
FL P.E.M 66705
TABLE 3A
Mu910n CapacRy Table
enINWMIdtn(for tef6ca rgm111oro)orOpenIngHs(pht
(for hDdmD egysDemilgmdkm) -
501n
60(n
70M
00Im 1
90In
iWb
120in
149
1Wie
13(2.76XRWWFqAw
Loadno
TWI11 Y.
to"no
Recbngda I
Lwft
TMXTd ea
1mdn0.
RaeUMM
iftaft
TWIllula
L-ft
FWvglM I
I-"
VWTde39.
LomaW
Realmpfal I
Loamv
7ta msno.
Lobe0
ftm l
.06, a
TraplMnp.pAdvedw
Laaft
Lome I
LOU"
Rlctanuff
Los"
Tta9lOhn4
la6°9'
Ra(enpw
Lamm
4a2I1dt41F
loadm
.375ABU
[
11
11
H
all
11
11
H
I1
11
11
1111
1111
1111
1111
11
11
11
11
if
if
H
if
1
11
11
11
11
if
11
lei
111
42M
f70.0
@0
170.0
433
170,0
744
t70.0
470
VCLO
650
1740
506
1170.0
M I
170.0
519
170.0
1116
170.0
521
170.0
t240
17MO
621
14E.T
130t
170.01
621
127.6
1301
1T0.0
621
111.6
1301
IMI
MI
40(n
170.0 I
IM
170.0
624
170.0
M
1T0.0
04
1711A
992
470.0
e7o
170.0
1153
170.0
aftl
ZIA
113D
170.0
QR
I=
1139
170.0
SS0
113A
1139
170.0
680
9T.0
1130
110.0
6W
e5A
1130
1740
WO
50.6231.
1T0.0
747
170.0
6e3
170.0
99e
170.0
ON
167A
1032
1740
694
14eA
1072
170.0
72b
130.0
1032
t70A
747
117.4
1032
1740
76E
97A
f032
170.0
756
67.0
IW2
170A
756
73.{
1092
I70A
7de
54b
170.0
707
170.0
412
181.3
OW
17D.0
e91
1362
9W
154.7
730
129A
9W
I=
72A
107A
007
U&O
714
96A
907
141.1
710
S0.6
007
14U
709
0&1
W7
140.0
700
00A
W7
140.0
709
Wb
141.1
733
16la
ON
117A
735
130.3
611
100.e
733
1fU
609
W2
735
10e2
690
75.4
73S
016
653
IU5
IN
0S1
676
SU
735
9IA
574
50A
733
91A
574
44.1
735
91.0
674
Wb
121A
Q50
130A
570
f01A
658
111.6
W7
67.0
Bee
WA
6H
71L2
68e
90.f
636
E7.7
Eye
67.9
631
60.9
696
70A
626
60.5
66'B
76.e
62I
43.5
666
70.e
521
3a1
OW
75.6
621
0b
1060
6W
1124
522
SL3
6W
90.1
511
75.7
WT
63.0
5W
OL2
69
77.1
493
569
W7
71.5
4W
63.0
097
67A
461
442
507
e.L4
4"
37.0
007
617
474
33.1
6W
(M7
414
72b
sm
6t0
SSA
443
66.0
610
73A
434
543
10
642
420
51.0
510
57.9
410
4S4
510
532
413
40A
510
SU
409
34.0
510
45.9
4M
2a2
510
44.4
E99
25.5
510
44.3
399
_
76J1_
-75b
69A_
45E
7L6
400
67A
455
61.7
352
49.6
450
54.1
355
4]4
458
40A'
'376
30.0
4W
44A
373
]43
4M
41.6
365
269
455
37.7
.302
24.6
459
30.0.
3W
21.7
455
30
SS
642
435
67A
351
53.5
435
5U
373
45.9
435
40.5
360
441
435
44.7
3W
353
435
40.9
956
32.I
435
33.1
361
2LO
435
1 34A
344
=
433
320
341
2D.1
-433
322
340
90In
41A
327
43A
210
34A
327
36A
295
20A
327
31.8
230
ZLI
SU
25.S
275
232
327
25.7
271
20.9
327
23.7
25a
17.4
327
21.0
2R
14.0
377
1"
253
65In
34.4
3541
257
25.7
26T
2/A
252
24A
257
20.0
2
21.5
227
23.1
244
IlLi
297
20A
240
172
207
11M
237
14A
267
18.0
2S2
109 b
24.2
227
24.7
205
20.2
2i7
20A
201
17.3
227
15.0
19e
1R1
1&0
us
III M
227
215
.227
194
me
2t3
1661
1O1
16A
215
IU
IN
121)In
174
IN
17.9
1 107
Tent r 9a
' AochorCa
01 TabM be
SW1UNe'
271( OOIICteI!
3AL om.
Hwmcmu
FIW=
"%Wm
Mdd
Ant41D7CrpPatl9ma
AneOar
31Ir FJoo WaCm
1N•Ek0lBraem
Slte• Be0
tpb4ean
olirabm
1N'EIo011WaeOn
11C SS EIeo
A9We(iabr
SW E"
Uelaoon
114' SS E"
AWfaOtltt
afO SMN
f4aawl05)
MEW
9aienK+51
#U StW
sw9r(65T
EU DMmao
V
2-1?
3-W2&1rr
V
2-1?
r
3•Ve'
r
0.4r
OAP
0.32A•
Emb[dned
1.Y4•
1.3m
r
1.1A•
VIA,
1-1N•
1.114'
1-9r
r
'Ilw
mw
v5d9a
2Ane ®4.7Y AfaL O.G IStandYd
arObal ClP p'ti k
3Wb
b
16Mq
b.A
Iba
054b
740b
3T4b
W4q
946b
Sltb
442q
--NTH-M
4Wb
700q
WA3Wb
WA
WA
WA
1DA
WA
�b
9UIW
112Dq4bo-LO.G!(2)2t5AnyatlyalM37
MRS
rWq
e
%.�A.A
Imms
56015a
WA
7Wq
746Re
MPA
16WA
ORB
W51ba
112Db
2Am6o1e®OA5. 50a 0.G/114p, Mo.12S Aaen.(N9.4k
WA
WA
WA
WA
WA
WA
WA
WA
WA
WAWA
7159.
1AKIWIFCIPffip.6k
1(4ib
105b
2
672q
140b
177b
37024
1Wq
332 Wa
473b
170q
221167
26Db
2A-hm01.IVWAL O.CJF OI9.0
2Mb
M.
MA
WA
t90b
WA
WA
I WA
I WA
I WA
1 341b
442rA
wo ft
NUIt.:roHlneorrstlutr.UbrIHr Wt:AN:nunrnllrKN. AMU ANUrIUnvnwrsAbineSlAnUAraJulr. QLyRCLEDVALUES ARE USED INTHE EXAMPLE ONSHEET 24.
FIGURE 1: FIGURE 2:
FIGURES:
r _0 *---Il - . 0 1
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4: FIGURES: FIGURER'.
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA'
�) X ( ANCHOR CAP..,,,,,:) =ANCHOR CAP..,
MULLION CAP. v ,a
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE,
OPENING, WHEN IT IS LOWER THAN THEMULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD AMINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 0083•75 AND BE A MINIMUM OF .12V
THICK. STEEL. STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE} STRUCTURAL. STEEL TO BEAT
LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 6 #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S.
PRODUCIrREVISFJ)
me mplyigvdlhdwFib"
Bullddtg Code .,- _..9le
,\" .1 LYNiv Al/(J/��i�
���t:' v\GENSF '•�� i
7}' PIo.5G705 'tf '
�F
vo' • .
74t1F(�,I,ER; P.E
FL # 58705
1 \�
TARLE 4A
-- - -asaaRyT"mosm
aWngV5dlh(forla)Ia IOffamoltt)m
H{iph!(Wrhotimriefy�apeM111ptla�Dln)
Wn
Wn
Ton
Wn
ton
iron
120n
1401M
loon
1r2a6r
Bach tsar
Lo{411t
it gtilla4
IaMO
RodaWW
1Atfp .
TaP
Lw t4
t�olagdr
TWNE4
Loatlt0
fzdv4ft I
Laatq
MWRbn0.
Loo tt
ReoWp& I
Ladttt
Mq MWV.
Lodro
1L1GaWW I
faaft
Tht7Mw 4
Loaft
RwW*dw
Lodnt
2nW01aW
Lw4a
RNWUft
f.» -
74pRamp.
Lodot
Reap
Laattp
7hprttla�
Los"
ASOA1u1p
111
it
11
if
if
i
1
i
it
a
�
if
if
f
if
�
oil
A
I1
if
1!
11
!
11
42n
1TOA
62D
1TMO
433
170A
7"
111101
478
1T0.0
eW
170.0
500
1TOA
0R
1T0.0 1
Eft
17U
ilia
110.01
621 1
Imo
1240
Imo
521
1T0.0
um
I.=
S21
1W.7
I=
1T0.0
CH
ma
low
1T0.0
sm
46n
IMO
Tat
170.0
WL
170.0
6 O
170A
W4
1T0.0
OR
ITOA
MO
IMO
1133
170A
661
17U
I=
IMO
W
170A
1417
170.0
6a0
141.T
1417
170.0
WD
121.5
1417
170.0
QW
IOU
1417
170A
no
WMn
170A
747
17U
W3
170.0
ate
LNGF-4:
170.0
1010
fT0.0
6e4
170A
1105
17U
M
fa2d
12W
t70A
717
14ea
12W
17DA
7W
01A
0ae
170A
7W
1oL4
12W
170.0
7W
NA
12a0
1TD.o
75a
64n
17oA
Tn
170.0
N2
1T0.0
asa
t7a0
770.0
117e
770A
764
1W7
1130
170A
em
137A
11W
170.0
637
120.e
11W
170.0
am
lobo
11W
tToo
6e1
W1
11W
170.0
W1
Taa
11W
170.0
e61
eon
1T0.0
065
170.0
740.0
NS
1Ra
12SS
015
1415
740
tOOA
N5
1�3
735
9TA
N6
/23A
728
QA
NS
1156
720
732
NB
1t4A
716
0A
NS
1/µ
716
64AN6
11µ
716
esn
167A
030
teLt
-a,-
710
0S5
a7D
130D
loon
030
072
011
WA
030
11t2
ei9
64A
670
t04A
a62
7Sa
ew
NA
OW
677
{7D
wA
e10
642
es0
tL1
e40
4TA
W.1
6N
06N
13L1
767
140A
e50
itOA
757
7f0.t
a4a
767
tOSA
074
NS
757
041
N4
73A
767
e0.1
000
WA
757
M2
e00
650
767
79.0
6t]
Q2
707
70.2
6N
41.
-T.
7S7
Tat
601
3
72n
101.7
OW
106A
W2
MA
010
CIA
727
629
{0.1
630
a3A
aW
722
621
WA
e30
aeb
5f4
WA
{W
e<ta
5oe
424
eW.
672
WO
Wa
a3t
5s3
4t/
31A
eW
652
497
-OU-
-671-
-00:4-
-405-
-72Y
-671-
�7{A-
-0 -
-OTf-
-67A-
-4T0-
-54.1-
-671-
-{0.6-
-4
-4{A
-671
-65.6-
-4E4-
432-
-674
-Sid-
450-
-WA-
-671-
-RA-
-At-
-30A-
6n-
NA-.
44T
_27A_
_571_
44A-
441L
7an
60.0
SR
OL4
474
60.7
6R
70A
4W
67.1
542
02.1
456
60.0
80
57
440
44.4
60
61A
442
40.0
60
47.6
437
33.3
SR
42.9
420
20.0
SR
40.a
426
26A
542
40.1
423
Wn
W1
407
G17
aN
43A
407
46A
356
372
io7
407
3S3
3u
2St
407
321
8W
26.0
4Di
20.6
s34
2f.7
tW
2e.1
327
teA
407
24.1
322
tea
tW
23A
sit
0a In
42A
35a
44.1
320
35.5
355
372
314
30.7
3W
350
26A
301
23B
3W
26.7
3oD
21.6
35a
24.0
2W
17.0
350
2f.0
20a
16a
x56
1t2
2{4
10en
3D.1
2t[3
WA
2W
2S1
263
26A
261
21.6
2p
*IMW
10.t
2N
163
213
10.0
240
MI1e.L
277�
-
III n
2IA
267
2S3
2R
23.1
267
23.0
2W
10A
207
29
Tea
231
16A
207
10.S
226220
220
22.3
MO
ttl3220
18A
205
1ST
220
TARI_E AR
Anchor
TabN
stutmw
k avow@
SNt Cab.
Ndmcmo
F40CMU
FIFVIOW
LbNI
AnohO7CT1PPaC{tnt
AnrLa
91tS EkoQOaem
1H'F)boUauem
&Ir Eno
It&4em
3na Ebel3tratbll
VeEbOkaeOAgpoGdff
1/CBSEkorOltrEloo
VC68EIco
AW e84fbf
a10Nx1
SemT16S)
a12814d
Baet(SS)
012SW
Bct44(GS)
1•
2.1Tr
r
Mr
3-i1C
r
24W
r2-IW
r
r
mr
0AC
0.32CEo6emw4
I-VV
1.W'
I-w
I-w
r
1-tw
1-tw
1-Irr
1-W'
1-tf4•
r
'l1w
1.VR
win
2Mcam®4.7VMh.=16Uodadwofta
VVm 11:
330E4
300b
4Wb
00Db
M
270b
230b
354oa
'10b
74
ale&
311b
b
boob4Aat41m01.15'Mn.O.C.lStadad(dtOLu0C0PO421
40Db
TOOm
WA
WA
WA
WA
seob
WA
WA
W
RA
a0b
112ob
4MAWO r LYAO.WM215Ar4aC45 I ft. 3•
MMI
TWb
aWb
1500MM
IM66
MD4
NOR*
WA
MIA
Aeb
16A2MI
W2b
MONA
2Ar"=0QAVWLO.C/OCNAIoAo.12YAnn.ffb.4x
WA
WA
WA
.WA
WA
WA
WA
WA
WA
WA
WA
WA
116b
1Nm1ar1FCIP DT7. 53
10.1b
11BE4
225b
445b
=FA
135b
14024
IN FA
310b
1e7b
332b
4T3b
.170b
221b
2SOE4
2AMb= 0 US' MkL O.C) 11'467
2ADb
350ta
WA
WA
WA
WA
=LTA
I WA
WA
I WA I
WA
1WA
341b
40b
. 500 to
NOTE: FORTHE OFFSET CLIP, TpE THE SAME ANCHOR PATTERN AND ATIGSWR VAIAAI S AS TM iTANDMD QJP.
FIGURE 1: FIGURE 2:
FIGURE 3:
Ele 0
ANGLE CLIP MUST BE USED IN PAIRS
FIGURE4: FIGURE& FIGURER:
m - 1111 - IS 1111 • •.
TABLE NOTES:
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
=ANCHOR CAP.,,, 1
THIS FORMULA TO OBTAIN THE' ANCHOR
ACITY REQUIRED' CORRESPONDING TO AN
UAL PRESSURE REQUIREMENT FOR THE
NING, WHEN IT IS LOWER THAN THE MULLK
ACITY (FROM THE TABLE) OF THE SELECTEI
LION. iT WILL YIELD A MINIMUM ANCHOR
ACITY WHICH MAY BE USED TO QUALIFY.
ITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2123.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-n .
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
4) SUBSTRATES: CONCRETE SHAD. CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-FiLLED
CONCRETE BLOCK UNiT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSUMTREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0,65. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .12W
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND MV THICK (18 GAUGE)• STRUCTURAL STETS TO BE AT
LEAST A25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & 02 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 410 S.S.
1'X 2.75•X.650• MULLION
FILODUCTREVISBD
as-plyIoa wmQoFkddt
Boi1�C0de �(�b7.3b•1CLi
�� •• bICENSE •.'? ii
31 . No. 5B705 •. �! '
1,46
A OF
;?toNAL �.
A. LYNN MILLER, P.E.
FL P.F-# 58705
TABLE SA
A54IYon Oa o TahM
CP*rJrwWldth frorwitlembspawl
rMficildlarOW10111HII2ht0orh0fImVAstyapemfrQ MEMO)
50h
Win
TO In
0010
DO In
100In
120In
140112
lo0a1
1"x&12rx
R4dapfr
tooft
TWW>4
Looft
RKhWr
too p
TW11mig.
Looft,
Rldn%Ow I
Laft
71*Rftp.
Lowry
13o6tlgdt
►oaft
T
Loft
RmUrpN
Looft
Tttnh%
LOS"
fSdalgat
Lasang
lia0r61t<tp.
bang
Rlchpft
tc.a g
TIprlMwg.
Lung
Rwt 4dw
WHIM
Ts01DItng.
Loa"
tOWW*
Looft
TsOO.M.
Losing
Tube Vull
1
11
111111it
11
H
I 1
1
o
11
421m
170.0
M
t7U
436
17H
7"
/ra0
478
170.0
615
170.0
605
170A
9D2
170.0
Big
1740
Ilia
1ra0
S21
17MO
1240
0&0
SM
170.0
1461
IM
621
1740
1736
110A
f41
154A
1002
17U
M
40M
40.0
705
17MO
524
IMO
550
17OLD
604
17U
002 1170.01
00
170.0
1133
170.0
051
1T0.0
1275
170.0
Wf
1170.0
1417
170.0
M
157.7
ISR
170.0
ON
13&1
19? 1170.0
soo
ttes
im
IT"
650
60.625m
170A 1
747
170.0
689
170.01
1106
I 1740
631
170.0
10451170.01
6N
1740
11Y5
170.0
723
170.0
1345
IMO
747
1 170.0
1404
17U
750
MIT
1495
170.0
756
1 12L5
1495
1TOA
7%
10"
1495
170.0
750
S410
OOA
7W
170.0
012
1740
956
IMO
501
170.0
Ilia
1TU
7N
17U
1275
170.0
QW
160.1
14M
170.0
O37
149.5
14M
17U
ON
124.6
Mal
170A
a61
105.E
1401
170.0
Oat
014
14M
170.0
a51
OOM
110.0
1ra0
701
1ra0
IN3
1740
m
16&5
115E
110.0
51D
tE_7
1150
107.0
02a
1233
1155
155.5'-7
111.0
1156
1417
MO
025
1166
144b
603
7a.3
1150
144b
am
au
ma
t44.5
a03
Nfi
1ra0
030
1ra0
745
150A
1N0
170A
650
137A
IOW
155b
B60
110b
100
11t.7
Ola
t00.5
t01g
1320
00.9
1N0
12S6
525
792
1049
till3
6T0
65b
101g
I15A
5t0
60A
1040
1140
51D
m6
tO40
955
110A
7N
MO
*5
151.3
ON
I74+
06a
1357
7N
1042
956
121.4
715
M
OW
112A
03A
055
10a4
757
646
055
a"
740
GOA
SU
967
748
Ott
055
90.1
740
72h
120
603
1342
e07
107.0
110D
114A
a02
91A
603
101.1
Oro
N3
0m
01.2
GO
71A
603
10A
6L2
003
70.6
642
a5
641
722
032
452
00
Me
On
441
am
a?
6D
�_
TEtn
f002
m
114�ti
62Y
-0L6
-721
-91.0-
ete
740-
-M-
-6St-
-005-
`603-
-721
-74a
-6N-
VW
-M-
-Ml-
-54A-
-m-
-ei4-
-570-
-4lb-
-121-
-MA-
-550-
-30A-
-7N-
60.6--5N-
34:1-
-m-70a1
I A
6N
tOS4
50g
N2
5N
6gA
SW!
722
to
75A
576
0t1
594
70.4
567
55.1
654
64A
50.5
ON
50.O
551
42.1
ON
64.1
541
35.1
ON
51.3
WO
31A
ON
50A
5M
601m
E3D
514
67.9
450
54A
514
573
445
47.0
514
510
440
0.1
5U
NA
433
30.E
5U
423
427
3U
aN
373
421
21A
614
3LO
412
23A
514
30A
405
20A
514
2LO
4m
gain
N2
452
N]
404
432
452
47.0
396
30.T
452
40A
300
no
4M
344
364
30.1
452
U9
310
27.1
462
343
373
22O
452
29A
N5
144
451
242
359
14D
452
226
355
106 O1
3&1
39
33.0
322
31.7
357
32.7
317
272
357
29A
312
2L6
357
252
306
2L7
357
227
303
140
357
2RD
290
15A
357
10A
293
13A
367
102
2a7
IVP
357
15.0
241
Ill In
3S1
330
35A
30a
292
938
3&1
301
210
W
20.1
216
21.9
335
23.1
292
195
330
21L0
250
114
333
IU
2N
14.8
336
14S
2H
126
336
il6
273
11.0
338
1"
2M
120h
27]
ZW
2a2
2a3
29.1
259
23]
231
1Db
25D
20S
255
tt3
7N
/0.t
252
16A
2a9
ta.3
Z40
13D
ZN
11.9
240
11b
2!0
128
210
40
1ig
IMA
230
53
T50
f0A
232
TABLE 5B
AnchorCubscity
Table Mal
sualalet
2.7tCaneme
ascatt
moo o"
17MtlW
PTWooO
Mdd
AndhorClIpPmma
Antllallpe
Sn5'FJcoVarsm
1/4'EleoUlYamrl
�
UDstm
39P Etc* tmm
114'91coUOtwon
tf4'39Et
AU7eaclor
5nSERo
Urtcm
VC 65 FMoI
AU'Wdor30e�03:0
IN26M4
/1251ttl
6crmm
Eo Cmlarse
r
2.Or
1•
2-1/7
31A!
r
2-trr
1•
2-4W
r
31AP
r
0.5r
02W
Fiaaednenl
fair
I've
INC
I.Yr
7
a-W
1.94•
1.114•
1.v4•
14W
vor
r
taw
- ttof
21now Aar vmCL (mum
Grow Capt�l7
mots
a
Im
axle
a
ROSE
21D to
a
-7401m
4a
as
was
442Ml
61i0a
4AaMga0 I.WIAkL OC 161oldhod
W MU (Ro 2T
40a
70Da
WA
.WA
Rel
WA
3wt*
MR
KA
NIA
WA
WA
MGM
1/Aa
4Arcaxs 03'Mlu•OA./ $BA1gM03pal(Hg. 3)
7aDa
700a
6a0a
2ma
1N6a
BtOa
660a
MIA
760a
74aa
tI00b
15D2a
Baba
11Wa
3Attlmao0ArM1L0.C.1U OM0.12VPAfi. 47
WA
WA
WA
WA
UtA
WA
WA
"IA
WA
WA
WA
NA
WA
Imam
! 8T
1D5a
f05a
225a
u5a
a22a
"5a
UDa
ma'
3roa
tale
39ztm
473a
221b
zeoa
2AnChM 118'NA O.C9:AaHIA
t0A
WA
WA
UOa
ILIA
WA
WA
WA
E
442a
6fi0a
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2
Ile • •
FIGURE 3: I
F-1p
ANGLE CLIP MUST BE USED IN PAIRS
FIGURE4. - FIGURE &: FIGURE&
ll 1U flEo •
TABLE NOTES:
=ANCHOR CAP.,®
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED` CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION, IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 2123.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF -OX5. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125•
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .12W THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 5 #12 ANCHORS INTO WOOD MAY BE STEEL, 188 S.S. OR 41D SS.
12!
PRODUC7RRVISBD
as"%nlhdwF741r101
HudfttOoft
Aoapl.M I
efrlbfZ)8.o�3Z'
h10 Dto
�
BI
I.B Dadoh66uet'
.`\\1111171111i.
:�='l��' JGCNS •�� ��:
F•
N0.587705
'0 LIZ
: 5(CATE N
PLOR\0. 0: � -•........
�5/ONA4��.�.
A. LYLER, P.E.,
FL P.E.716SMS
TABLE 6A
UuMon
TaLle Obsel
Op6n11igWIMh(farwfflmY-speMl9madam)orOp6nMp
Height
(or WmM&14pwnng )
Win
Win
in I
Wb
Win
1004
12Db
14010
1001.
1a4xJN
Reewoft
L%ft
Romwis.
la.m6
R4cMWM
tolft
V*Mb e-
Laanp
ReolwVltr
l-ft
to"m
R40hlWlw
wft
V M IM
L-ft
R4o -aft
104Aip
I TWOMM•
heal•
Redwoln
Loft
7hWIM4nF
b.ddm
R/�
ta9,p
I TupflM•Q,
L-ft
1mawW0
Laft
M*ff&M
lmdno
RKWWAW
Inedlo
lI;Wrlw*
L-ft
421n
1R0
620
Inc
06
1710
1"
170.0
478
Inc
0M
170.0
MI
R0.0
OW
Inc
619
1R0
1110
Inc
5M
1R0
1240
17RO
MI
1R0
14M
170A
521
145.0
109
00.0
521
IVA
14101
IMO
WI
481m
90.0
706
170A
04
170.0
6W
170.0
SH
STU
Z2
1R0
030
1170.0
1133
Inc
661
170.0
1275
170A
Q77
1503
1303
1R0
ON
130.3
I=
1R0
OW
1113
1303
170.0
IN
977
1343
1TQ0
OW
5DA1510
Inc 1
747
170.0
MI
170A
MI
Inc
631
1TOA
tOW
17U
604
1R0
1196
170.0
In
IM,1
I=
I700
747
1406
1236
17CL0
TO
117.1
I=
1 17U
766
1WA
1236
170.0
766
67A
I=
IM01
758
64b
170.0
In
17"
012
Inc
666
Inc
Mi
170.0
111E
17a0
764
15U
1156
1R0
9W
1372
1169
1R0
637
123.6
I100
IRO
658
IOTA
1150
170.0
Mi
Ia2
1151
1T"
861
IL2
1110
/R9
861
MIn
TRO
US
170.0
701
160
1092
17U
797
1429
IOU
ISIA
832
IMI
1D42
/40.7
11%
1112
IOR
t38S
001
IWA
1042
1302
191
634
IOU
1251
702
7L6
t012
12LI
762
MS
IOU
U5.1
782
631M
M.0
830
17OA
743
1312
992
163E
618
1204
9M
144A
799
113A
14R
131.0
702
100,8
902
121A
70
911.7
IM
-114a
79
76S
962
1D9A
745
64.9
992
100.0
744
6M71
iVQ
1060
744
48LI
t65A
647
IT"
7"
137A
947
14&0
760
11&1
947
1303
M
103A
M
117.7
782
01.6
947
IOa7
738
S2.7
947
1@2
727
68.9
947
0M1
T13
SLI
w
040
711
61.7
947
MA
711
1210
WA
649
1427
737
1132
60
121.6
722
97.0
M9
tOaA
TW
04A
60
964
896
766
649
S&7
800
67A
A"
827
on
sm
6u
763
Me
485
04o
746
r80
428
us
72A
Mi
1165
m
-120.T
-00
-1R3-
-762-
1Do.6
-062-
-MA-
-610-
-722-
=M-
-i99-
-QD-
-M2
-702-
-742-
-420-
-67.6-
-M-
-002-
-61
4&
_oamC
_4L3-
_762-
619_
_
Mt-
M
511A
615
79b
1069
72A
ILIA
514
M.0
724
94.8
Of
%3
724
US
09
66.6
721
74A
690
W4
724
MA
691
67A
77A
8S4
6tl
K6
7Z4
673
3A
382
724
6"
661
33A
72{
633
665
Win
09S
543
7/S
483
SILO
50
80.7
474
40.7
50
Ma
466
435
50
47.1
453
30A
543
4L6
452
34.8
643
U5
440
20.0
60
34A
430
24A
543
3L1
430
212
50
30.7
426
Mb
573
478
599
427
473
478
49.7
419
40.9
475
432
N2
36.0
O6
3"
400
31A
4M
34A
400
287
479
320
39S
239
475
29.1
380
20.5
470
25.0
300
t7A
470
202
379
iW b
402
377
41.1
31/
326
3"
34A
335
200
377
30A
140
252
37I
266
823
M4
377
24A
321
20.1
37T
22A
317
16,11
317
WO
310
1"
W
17.1
304
Ili b
37.1
367
37.9
32I
30A
357
31.9
310
M6
351
27A
313
232
244
300
20.6
357
224
3W
I"
357
20.1
Sa
13A
357
17A
204
1201n
293
306
2M
M24S
3W
25.1
271
21A
3W
21.7
270
18.3
3W
192
291
163
305
173
2I7
144b
117.01
2t2
1 172
1 100
TABLE 6B
MO
or Ca
a a11N
AnDlwrClIpPall91n9
8ubrwft
27k commis
&ftoml
mamcmu
Foulcmr
VTOI•wd
mew
AWmIm8/16
EloUll•em
iH•E•OWeem
&W Eeo
Irtr4oa
3ib•FleOUl86em
1/4•fJoolBYeea1
Or as I"
A9aeGMa
6f16'Eko
Unean
tW 68 Elm
A09.08wr
9t08•tl
8wew(CIQ
t/2 S1W
S9WaI=
N28w
Svew(G6)
Ed98018W" ft
T
LIQ•
1•
P.1rl
low
1•
2.1r2
I.
2.12
T
S71!
21
OAS'
OS4•
033P
EaOtmw9(tn
1.37P
t-0P4•
144•
LYP
r
IM4•
1.114•
1.114•
I -DIP
I-IR'
141C
2•
I-W
14V
mdu
Amhwe G&WO.Q/6
a 41OOW0.1
390b
300ft
MR-0690b
IM b
2MRS
2W
b
7402*
374b
661b
901to
341 to
442b
1
4AWhoMG228Mh O.QItWadw
W0ffw5CIpff U
TWA*
10024
5001a
1410110
962b
WA
550MI
WA
630b
WA
ammo
WA
602b
MRS
1120b
8kWh= 61.IV Mh O.Q) Mw"d(of 01Ae0 ap 01a 4
9Wbe
1400101
WA
WA
WA
WA
70DRO
MIA
WA
WA
WA
WA
138311e
IM69
22Wb
4Ambm 0 Y Mh O.C.10)2e6Ardo Ope l F4.4
Man
TWb
mate
150006
1996b
Soto
560b
WA
760ae
T4828
aWm4
187205
882b
90184
1120•e
0A%hm0 YM9t OA./04296 Aft* ii94 l ffip. GIA
1170b
1170Ow
t02068
231011A
25"an
abbe
8100r
WA
114ob
11P2b
I=
2808 W8
tmbs
1wto
1680•e
4 Anehm 0OAS' Mh O.WU4WA Ido.12VAUn.(Fi9. TT
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
1430b
2AnoDm 1>I P.28 M1n.O.WFCQp01p.
350b
350b
2Wb
7Wb
478b
WA
2Wb
WA
316b
49A
MOb
WA
941b
N2b
6Wb
4A6e3.4 I.IVl&.O.C/ .9I
4809M
1 70Db
WA
WA
WA
WA
3Wb
WA
WA
WA
WA
WA
882b
SNPA
117Db
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
-ANCHOR CAP.
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4 FIGURE & FIGURE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET FOR INFORMATION ON LOADING SEES
• • • • • • • • • • [po SHEETS 2-4 FOR GENERAL INSTALLATION METHOD&
2) LINEAR INTERPOLATION BETWEEN MU L LENGTHSANDIOROPENING WIDTHS ISALLOWABLE.
• 3) MULLION AND MULLION (LIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW
FIGURE& FIGURE Cr. FIGURE7. SUGGESTED, APPROXIMATE HOLE LOCATIONS.
• • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
• • • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
THICK STEEL
STUDS TO AMIINPINE ARUMGRADE33AND.0 5'THIINUM SHALL
K 78GAUGESTRUCTURALAND
STEELTOBEATLEAST.1217THICK
ANGLE CLIP (FIGURES 66,8) MUST BE USED IN PAIRS. AND AX ALL ANCHORS IN70 METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL G10 6
#12 ANCHORS INTO WOOD MAY BE STEEL,188 S.S. OR 410 M
12!
' � � • No. 50%05 '. it '
ISTA,
�i
'�Sp '•. LORIQP.•'16
,S/O11l1V1��A1X�,�
A... rA1LLtR, P.E.
FL P.EJ 68705
TABLE 7A
Mullion C. d Table
Op 22 Width mr 6pemM9lm$oro)
orOp6Nnp H61pht (tor hodmfteN-0p�0 R1t10fb
60N'
eo lS
mla
4010
go in
100la
1201n
140N
Isola
Ix4x.375
Alum. T106
H4C�OIt•r
1oa•'0
11mint a
Lee"
PAd0Rg0&W
Ias3w
I RAI711030.
ncI109Ar
taeft
_T14p1 m
too"
H4CI.6Aw
taaft
7wrftp
Lamft
R-lo dr
tas6n9
TntVOYa
Rmungift
•taadYg
Tep0mill.
Lammv
f
Lee"
R
L4.1p
f3eafaO+rt
uaft
T14p1112199.
1-09
RaWlgdr
Lo/mp
itgml•14
Laga9
mu6W�n
$Low"
1
11
�y
11
it
II
I
1
11
1
if
i
11
if
if
if
if
g
IIt
ala
110.0
620
170.0
4M
VDA
744
170.0
418
IMO
6W
1740
508
1T40
9M
ImA
No
1mA
III@
17U
621
170.0
t7A0
17U
621
170A
14M
17W
of
1740
Im
170.0
621
Ina
1963
ITOA
621
Ala
110.0
706
170.0
67A
170A
660
170.0
5"
I=
992
170.0
010
170.0
It33
170D
86f
170A
ON
17U
W
1T0.0
1417
1m.0
NO
170.0
t700
170.0
W
110.0
iSM
1mA
4W
151.f1
294
170.0
600
WAnIn
170.0
147
1700
50
170A
US
170.0
431
170.0
1040
170.0
M
170.0
ILLS
170.0
im
170.0
1346
170.0
747
MO
1494
t71L0
760
170.0
t70.1
170A
7W
MO
IM9
1=0
7W
138.5
1010
MA
760
fi4la
170.0
70
1740
612
170A
956
MA
M1
170.0
1116
170.0
764
170.0
1275
170.0
603
17110
/{34
170.0
6J7
170A
iSN
/T0.0
'SW
169.9
1T09
170A
let
13L7
/7M
1T0.0
Wt
YlOA
1709
170.0
Wf
00I
17U
05
170.0
701
1mA
1003
17M
7W
170.0
IVA
170.0
S76
W0.0
1417
170A
944
IAA!
ISM
1740
M6
1636
teft
170.0
1033
MA
1619
=0
I=
111.0
1610
00.0
IW3
072
1010
170A
=3
63h
170.0
910
170.0
745
170A
1110
170.0
6W
MO
1302
1mA
040
1m.0
t468
imA
t015
IWJ
160
1m.0
1076
141.0
1642
170.0
IIM
117.E
150
10s6
1150
I00.7
160
IM
1167
S41
IOU
1079
1157
{�1
Lain
170.0
974
Im.0
749
imA
1169
170A
OW
170.0
1354
170.0
1002
1046
1472
1704
ION
14ZS
1472
16U
1146
12U
1412
IWO
113D
107.1
1472
147.6
1101
91.8
1472
MO
1104
an
1472
149A
.1104
_g_
12la
170A
-
-
S7S
1700
1 M
1170.0
Ime
OU
1320
"1602
1101
12"
13M
149.9
1012
117.3
1300
177.E
1068
IOSA
1320
t2&0
IWO
ND
I=
117.0
1026
7aA
13m
MA
1013
660
1220
712.E
tOt2
7o N
170A
1172
1mD
907
149A
7164
iKU
IDIJ
12U
1104
W.0
M4
1122
1164
M
YM
p.7
-ffK
-flU
-
f
-107A
-96Y
74D-
-1164�
-WA-
-QW
-"I-
1164_
-931-
-RL
_66.L
_t104
_9R3-
975
76N
1641
1124
1mA
SQ►
13sA
7124
147.0
90
118A
IM
12LO
947
1035
t174
i16A
ON
as
Ila
10S.s
o16
mo
1t24
90.6
M6
662
Im
640
em
602
1124
fU
Mt
St.O
1124
Rig
676
9Dla
IUO.I
6"
17t9
750
MI
044
94.3
736
772
644
R.I
7N
WA
044
73.3
712
Ski
$44
085
m2
6L0
644
ell
6W
4.0
t44
612
076
30A
044
60.0
Oft
336
60
0.7
M2
go in
q1
7a
91A
463
742
ra
772
&47
636
7a
W2
Nl
60.7
7a
MA
631
49.6
742
6{.1
622
44.6
7a
40.S
ell
a7.1
7a
43A
600
s19
7a
35.6
M0
279
7a
37.6
636
tOtla
R.0
666
MA
63D
6z1
tits
636
@I
44.7
006
464
617
39,1
666
41.4
SOS
S4A
6s0
A.3
{96
312
W6
342
,412
20.1
600
2k8
Mt
272
so
2M
472
1(L6
616
2l7
A60
III b
57.6
6W3
6l6
503
440
60
446
490
412
WS
4Z9
QF
30.0
WS
30.0
460
3Z0
W5'.
3L2
473
20.1
SW
31.3
*7
2AA
60
27.1
497
20A
6W
21a
446
140_
006
22A
442
imla
46.6
475
-46A
433
30.0
{76
39.0
42a
326
473
33J
4M
2"
475
29.e
04
263
475
26.6
409
22S
'475
24.5
404
IRA
475
21.1
303
163
QS
14T
3S7
14A
476
172
301
144N
28{
310.
26.7
30J
22.0
370
724
301
1 169
1 390
143
7W
10.6
1 330
1.17.01
295
TABLE 7B
Anchor
Ce
cl Tebr
'Ilk
AnOhorCEp Pefbm•
Qmaldr
36t CmL
HAMCMU
FOWC101
PT viod
mom
Aneamlypet
3n0• Emommom
114.9CS U hum
6 W 0"
Inman
YW E1000bcon
1N• Eleo tOa m
114.88 BCD
AN28"
MV EICS
fNWO
IW 6a HW
AWSGdar
NIO SWd
Bmw(os)
012 Sted
SCM(M
/I2811d
Smes(0'rr)
Ed9a0bmcap�
r
24W
r
2-1R•
34W
1•
112•
r
2-Irr
r
3.116'
r
0.4r
Ww
A"
Embo n•s
I-M,
vain•
4JIr
73IP
r
i4w
1-tin•
1-thr
1.114• -
1-mr
1-t/P
r
I-yr
131Y
WIN
2AnObms 043W Mtn. 0.QlelatldW
OIG6WCIP ffb.f k
39Db
390 b
450b
-Wk-s
10Nb
2mb
200b
b
740b
-3-7-4W
654b
MR*
19
442b
b
4A1t107-21W(xQISw"atdwCf640C/p(Fte
3k
7wma
7009s
060to
Nglfks
992Es
WA
SM26
WA
0mb
WA
Sao me
WA
wito
Butas
1f20b
SA0CIm 01.15' VAL QQ l8tmdwd(WORM)Cip ft� 4k
9601*
14WMe
WA
WA
WA
WA
T6ob
WA
WA
WA
WA
WA
Iw&-1
Im as
2210b
4AMt1nQTW 0.C.I(I)235Avgb C1" IOU 6):1
T6Db
7sOb
WDb
ISOO fks
I IMFA
t 50ft.
6Mb
WA
70Db
745 rA
B60b
iW2b
1 662b
BWb
112ob
6&xham 03-Mtn QQ 1(2) 216Aapb C%m I ft67
11mIW
11mb
10201*
2MIh
26Mb
6fOb
61 Me
WA
1140 He
1122b
1320b
2MBb
1=IN
t2Va"
IOWFA
4 Amhom 00"k9A aQ/U44p, kn0.12FAkin. (FW
W/1
WA
WA
WA
WA
WA
NG
WA
WA
WA
WA
WA
WA
WA
1430b
2Aaefps 02.27 Mkt O.C1 FJ:Ip 040.6k
360b
1J60b
290b
7051"
176b
WA
26011,
WA
31510
WA
410b
WA
Slab
4ab
SBOb
4Acham 0 IAV Mh. QCJ (RT. 9k
460b
mob
WA
WA
1 WA
1 WA
1 3WFA
WA
WA
WA
WAI
49A
I 6322m
I USIA L
1120b
NOTE FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURES:
• • • • • • • • • E
• •
FIGURE (K FIGURE 6:. FIGURE7:
ANGLE CLIP (FIGURES 688) MUST BE USED N PAIRS.
ml rymmu .
-ANCHORCAP._
USE THIS FORMULA TO OBTAIN THE'AHCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YiELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TAKE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIOM iS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSONAi. RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS
4) SUBSTRATES: CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD 31W1 BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
8083-TSANDBEAMINIMUM OF.1217THICKSTEELSTUDSTOSEAMINIMUMGRADE33AND.04T
THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126' THICK AND A38. ALL ANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1110 & N12
ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S. OR 410 S.S.
PRODUCT Rmsm
m aan{iyioisw101bDFlaid.
HOildii6 Coda 4, _-a to
!Q . No.58705Luz�c
'L7 .: �J• OItuz
L
�''/tS.4IL1�.d/a rG
A. MITNI-L P.E.
FL P.Ej 58705
TABLE 8A
Numm Capactly Tat*
Opoming YYkIth ONvat[lc* span ft
moors) 6rOpenkV HOW
ft roAmKaA7•apemiro ffRAon6)
50N
6010
70N
I Bob,
DON
1o0N
1201D
taN
150N
12rX
1160-W
1a00w
laaaigp
Lo09W
tObro
R4e Mbr
Loaft
T74WI14a0
LM&O
RWW4w
Loaft
M WWAM
Looft
RKIw*LW
laan0
TMPT1Y19.
LoadYro
laaang
TrWTOM
1aa,by
RmW7ir
LON"
T1W504ni
I"R
Fmw4xtw
Loaft
MWaW6
Loaft
Re100u0r
ulft
1t4W61 M.
totan0
3.1wIf
Tube Mull
i
n
f
111
111
11it1
It
111
1
11�
h
fill,I
11if
I a
11
I
1111if
If
It
11
if
h
F
I 1
1
11
111
11
11
hI
11
11
�I
1
11
hI
11
11
h
11
111
11
1
111
41n
t70.0
SON
7TOA
435
170.0
744
IMO
478
IM01
08
17110
SOB
170.0
222
170.0
510
170.0
1118
170A
521
170A
720
I=
52t
t70.0
140
t7Q0
Mt
IMO
1735
17U
W
0.6
1M0
170.0
OM
461"
I'Me
706
170.0
04
170.0
M
1TOA
554
170.0
902
IMO
030
570.0
1133
170A
081
170.0
1275
170.0
Eft
170A
1417
IMO
80
154.8
150
170A
0D
1227
1546
W0.0
50
11&1
1546
TMO
60
SOANIn
1700
747
770.0
60
170a
60
170.0 1
821
IMO
100
1M.0
654
170A
1105
170A
1 723
170.0
1345
170.0
747
187.0
140
170.0
75a
1312
N0
170.0
766
1103
140
170.0
756
104A
UN
t70A
7R
RN
170.0
707
00.0
612
170.0
CM
1704
m1
170.0
file
17U
7R
170.0
5276
170.0
800
ISLI
I=
I?Uj
837
140A
1370
00.0
068
t22.3
13M
170.0
01
1D4.8
1376
17U
881
81.7
We
170A
01
Win
IMO
US
1T0.0
701
17U
1083
IMO
IM
15U
110
170A
078
130A
1154
WA
WO
121.6
1158
7B0A
01O
U12
110
I5U
912
12.7
1150
144A
DOS
70A
110
144.0
ODS
613
Ila
144.8
905
all
170.0
00
17U
745
10.1
1051
170.0
ago
1372
1051
15LO
60
12LI
1051
1420
80
10%7
1051
132.3
ON
D45
1051
125.7
60
MI
1051
1195
6M
01.0
100
110.1
821
60A
1051
110.1
821
ON
157.1
90
IMO
70
f30.3
067
161A
005
110A
OW
INN
700
104.4
op
nu
777
62A
ow
'112A
M7
a3.6
08
tou
70
60A
07
1o0.0
7W
ou
o57
06A
TO
522
157
as
7a
721-
12L71
804
1 7352
See
t07.3
SR
1112
04
OLD
604
101.3
611
80A
034
CIA
60
713
804
84.1
6W
61A
004
78A
60
63.6
80
72.3
633
46A
804 -
Me
CM
462
804
Me
523
M N
10R4
722
MA
00
012
722
01.2
6%
T/2
722
15A
0!
"A
-76.7-
-08-
-60:a-
-72Y
-7D.3-
60-
-54.7'
722-
-UA-W2M
-6W
-b70-
J-
_722-W.Z
_557
*4
TQ
56.2
50
7DN
lO1ZO0
i1i5.0
WO
84A
0S
60.0
1f00
723
60
76A
8T!
67Z
665
703
60
0Z
a65
84,6
6W
Ina
60
00.1
RA
8N
7eZ
60
61A
637
51.8
60
B0.7
630ON
WA
615
6LO
457
64A
515
57.5
4W
47.1
515
503
Nt
412
515
44.7
434
=A
515
40.6
425
310
515
37A
3LI
413
23.5
515
�3"
407
2AA
515
29.1
406ON
5L3
45S
55.8
4R
4L3
453
47.1
307
30.a
453
41.0
3H
330
453
36A
355
3U
453
33.0
370
212
453
30.4
2"
30
10A..220
355
1010
3M
358
WO
323
WA
30
321
31a
272
351
21A
313
23.0
30
252
00
212
350
2W
304
10.1
303
2.OA
16A
293
III N
3LI
73B
3i6
308
20.3
33a
30.1
301
20.1
396
20.1
2D/
9A
396
232
2W
tOA
30
20.6
2BD
t7A
33B
1t.1
12oN
21A
20
263
254
212
20
23.8
2W
10A
200
2DA
256
17A
200
162
253
15A
200
10.4
7%D
N4N
16.1
201
18.3
I0
TABLE 8B
An
rce"dtylamomal
s"umm
27toneft
13mcone.
HOMCMU
FHe041U
Pi5Ya00
MUd
AnchorClpPatlemr
�
3nPl7tOUturan
V4•EkOU446M
enrE1co
Mam
9n8•Fko1011KM
v4•EkOUth1[M
V4•SSr#o
A99Wdr
OHMIC*
UFJKM
1/4'SSQto
Ada!
/10Sted
$CM(f75)SUerM
01281ad
21281M
3uMM
r.oponsw
1•UJI
2.112•
sv!
r
24r
1'
2-Vr
r
34V
r
0.a•
owEnO600m1
n
1W4••
I -we
r
1•v4•
1vP
1.1M•
1•ve
1.1l4'
1474•
r
1S6t•1.vr
2ADt0014047SWOA.!
ar0.43d 07017
50bD0
B00b
fiMb
2701»
20M
m
74D
371b
661b
q
341q
442b4AMM0I.W
M14 O.r- /son
d r1761tl) pia 27
40b
WA
KAL
WA
360b
RDA
VA
WA
WA
WA
682b
00q
170b
4AIc10H®3.41N.O.C./(q2l1sAn0bt31ps/01Y 3j
70qq
1M ee
1606q
801p
6Wb
N0A
7Wi04
7aq
8Ob
1602b
02b
6B6q
117Dq4Afitf=00.9MhO.R
1UC4. 040.12E ARM gip 4J
WA
WA
NIA
N!A
WA
HOA
WA
H0A
WA
VA
WA
WA
140blAMhr/
O'1a57
95FAq
446to
872b
73Sb
140b
1nq
3701a4
larb
332b
473q
170032NnM
1.18.10nO.Ol a
- 24003
WA
WA
WA
10b
NU
WA
R8A
WA
WA
1 341119
4Qq
6Wq
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1:
FIGURE 2
ANGLE
• • CUP MUST
BE USED
IN PAIRS.
FIGURES:
. •
FIGURE4. FIGURE6:
FIGURE&.
TABLE NOTES:
ANCHOR CAP. -
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED• CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELDA MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPHONS FROM THE
ANCHOR CAPACITYTABLE
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE-
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE
SHEETS21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS
4) SUBSTRATES CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 080. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE
606346AND BE A MINIMUM OF .126' THK7(. STEEL STUDS TO BEA MINIMUM GRADE 33AND
046' THICK (18 GAUGE). STRUCTURAL. STEEL TO BEAT LEAST .126' THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 8 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 SZ.
12!
PROOt1CTREVISED
u6emp4" u41L*oFkdit
Bmama7c�6 tie- 6T1fi
v Ann1NN! v
NN ..Y...... vie,
- 7" No.5(Tl05
"•. it
y( 8771,610-.S7AL'O
A. LY' VILLK P.E.
FL P.E.N SB705
TART F RA
---- - - MuMm Capsolly Txhh
Opening Width
(fOrvOftfi%4P4m
MU1110lr)nfn9He
1(fo1Md701d4N+048n11491nmO1a)
506,
601ft
lob
BOY
lob
loot
12010
"DID
1Mb
1.25 x3.25
x100
ntetn9dlr
�
Tbplldn0
RWMVWr
lotdn9
7rRR6ma.
tooft
8telmw
1Sty yk,4
U"
Rtcleadv
U.149
ltt mm9
Loa"
Rletr00r
Loam
7o0 am
I.04dm
R4ctm➢Wr
L.
willm0
its4tNNv
TatRd4o0.
to-ft .
RmtxgiYr
t0tdtp
711pIlYee
Looms
R4olupdtr
>
Lmft
N4f1o11g
$t-ft
$LatdoO
$Ind�$W
$tatdnp
at$
1TOO
M6
170.0
436
Im
14
/70.0
4m
Im
an
11"
Boo
itMal IM2
1760
6t0
STU
1114
77Q0
Ml
15"
1116
Im9
521 1
127.7
11111
R0.0
521 11013
lu0
mo
an
4S6
1tt/
110.0 1
621
4Y
1700
708
170A
624
17Q0
e5o
1MO
6e4
Ier.O
O16
IM
e30
1467
M
I7Q0
M1
ln4
W6
1700
077
Ill.%
/m
17U
a60
97.6
$78
1TU
4M
at
On
Im9
Mo
n3
W6
17Q0
6M
5o676Y
IMO
747
1mA
603
1TQ0
a%
Imb
at
lo0.7
K1
1IM
6M
�t"
927
fa5b
Toe
1112
.IV
ISM
ia9
1060
927
1M.3
age
MA
627
1653
oe6
mA
027
159.7
eM
66.9
071
1Se3
MS
611.
I1o0
7W
110.0
61111150
660
170.0
4l
I=
60
153S
03
1160
Me
/te
M4
1030
609
13L4
6m
12.7
669
129A
651
171.3
eM
tt66
032
6B.2
6M
ttU
052
679
gee
tta6
052
Mb
143.2
740
IVA
of
1 119A
740
1132.3
WO
102.3
748
Itte
606
K5
746
107.4
6M
7M
14
1M.0
My
71.6
74
BOA
6R
63.7
146
913
US
6f2
746
p9
6e3
44A
74
23.3
S13
131,
12&1
an
113LO
679
tOLt
an
1132
NO
W.4
On
IOQ4
US
172
671
91.4
6m
Bi.7
an
t62
639
619
On
41.0
6l
US
a71
2.0
�
4.2
671
My
529
SS7
4"
My
629
MY
107b
617
114.1
mo
O67
all
97.6
6t9
IM
617
aU
6M
61.2
Sly
m7
SOO
SBA
Sly
"A
454
SU
BIT
a67
40
"A
617
64A
413
344
617
63J
42
33A
417
ail
462
72Y
022
511
M.1
450
69.1
MO
742
440
5U
616
a3.2
432
51.0
510
6e .e
423
40.1
510
542
41t
41A
612
60.7
414
US
M6
46A
40e
2"
M4
43.0
405
26t
Me
4.0
46
76b
703i
1e6
-757"
__
_�_
__
-62.t-
apt_
_tp,i_
_4IS-
349_
_SIN_
11.1
IR
4A
3e4
762
483
463
37/
35.2
465
Q9
774
M.4
fOS
]6]
367
$2
463
986
SM
220
466
3e 2
SM
16b
652
441
SLO
.307
54A
44t
6Y-7
Sys
4QO
41
6DA
374
4Q0
41
43A
SM
3B2
41
41A
]e0
od.6
4N
SD.7
272
-su-
17.7
-ar
9tt
-US-
21.3.
-340-
M0
_.�_
11511
-4t-
SM
-351-
-316-
-2Q4
4t-
-327
346_
MY
42A
34
43A
05
3S4
332
37.0
M6
=3
332
323
294
AS
332
260
2a0
AA
]32
2L1
2m
21.2
332
21.1
10.6
262
113
=
16.7
NO
MY
339
191
359
200
20.1
3IM
30.3
2M
260
791
2U
267
2W
M1
a
248
fU
201
212
1M
ttA
291
198
741
1M
291
11.1
Y7e
ttb
Y61
15A
232
104b
246
230
261
IN
2115
230
21.1
205
f7.5
230
fa3
201
1U
210
A
tM
11/h
220
4Ie
YS1
797
1a9
2f0
l.4
191
16Y
216
166
f0f
l.1
2fe
l.9
tae
120In
17.0
let
1/2
tm
lA
197
iBA
1®
TABLE 9B
AneharCe
TahY
8104tafx
2.7t Coa_
3.MC=o
IbIbm cktu -
F81tl pAU
PT
Wood
mew
AnchorCOPPate1n/
91fe E7oe 16ht4aa
t/r EleolMem
Swoon
Buteh27-Oft
o t6fuoA
Ile Elco lB onm
Vr Be Eloo
A9P40"
6r10Ebo
Uteeo6-
vre6Flm
ADPO04W
/I06Yd
Sonw(0W
012 Sind
semr(CM
/128ted
912tw((15)
EdPOYlaoo0ol
T
2-vr
r
24w
3.1W2-lir
r
2-Irr
r
3-VD`
r
Mir '
Ow
OA2r
t mrotampa
Carr
fart
t va•
+art
r
1 yr
1-ur
l +Ar
our
l-vr
r
fa s
Iar6
Itlu
2 =114.7T Mh QC./81tMdot=d
t719.1
3Mb
3Mb
4Mb
1
/544Me
200b
b
740 Rt
314 Et
OMB7-A
b
341b
442ft
b
4A64MO®t1YMh QC1SlmB�d0rabdQQ¢Oap.2k
4Mb
I00b
WA
WA
NIA3B0b
WA
WA
IYA
WA
002b
Sara
MOW
4 Aehat 03' Mb. O.Q10)USAndt C0001 MF163k
100b
'loots
WOb
150024
lMb
5W#A
WA
7e01ht
74b
SWto
6t
IM2b
Sam
iMEObtt
ObPob. QQ J I14'JO, bb.1OVAttA(Fe. 4)
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WAbtAta1Wli'M
V.6k
195b
193b
225b
445b
M"'13Sbt
lob
177b
370tt
1Mmt
372bb
17026
221b
2Mb2A04hve
UPe act 6
24b
350b
WA
801
WA
WA
100M
WA
WA
WA
WA
341to
442itt
6BOb
FIGURE 1:
FK3URE 2
FlGURE3:
ANGLE
• • • • CLIP BE ED T
N PAIRS.
FIMURE4: FIGURE5:
• •
•
FlGURE6:
•
TABLE NOTES:
ANCHOR CAPACITY ADJUSTMENT FORMULA:
N,)XCAP.,,o,,,`ANCHOR).ANCHORCAP._
MULLION CAP.,®,,,e
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECT®
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 2123. HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
606346 AND SE A MINIMUM OF •100• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045- THICK (10 GAUGE} STRUCTURAL STEEL TO BE AT LFAST.1126' THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
410 3 #12 ANCHORS INTO WOOD MAY BE STEEL. I"SS. OR 410 S.S.
L260'
3260'
.100'
126• X3217 X.10 1
MULLION
Ix
PRODUCT REVISED
m c 0yin! v11h do FTOUde
E9itd1.006e .i _.•..I4a_
1.YNN F�j�"'/
vcENSF .• n,
Y: No.58705Lu
r, 1c
�.��• STA L . ••lam
. Off[•'•. •-•�COR\OP•.`�!-
'�, S10NAL.
A ttIAMILLRK P.E.
FL P.E.# 68706
TABLE 10A
' IQiloncapacity Table
Waldlftl WEIh (rOrvwtIcd)rep xftmtf
am)orOpanhtp Hof
(ro+lm koMhveariov
mumm)
so In
Wb
Tim
ion
tole -
1aDn
110n
140
in
ISO In
126a2:2R
RA74
RW,gdar
L.aiup
Tt4lffrtana
WaNM
R.d.tgWe
Lat4p
Top/riaq.
tooan9
Radr�1.
L-Ift
Tnyriai9
Lo.1ap
RKWWIs.
LoaQng
T.Wimp.
La.6af
Rommoodt
La6OO
Ttaplrimp.
L.8fpp
A"w1dar
LoWing
Tt4pRttmg.
L-ft
Raz"
ln.dua
T,*oTf 4
LOaft
It Sulu
L"ft
TnipRlaq.
Looft
RaNYy�r
1.06ty
T�yRIM•
Loft
Atum.TRbf
'�•,.
'�
'E..
'S
i•..
$
�C•
$
'�..
'8
'E..
'B
'S..
'�
$..
'�•
N7
'�
Sy
Yp
•EA
•S
'�
�1'..
'�
$.-
$
�•..$
$..
$
'�..
42M
IMA
SM
im
43S
IT00
744
SM
41/
170A
62
17U
MS
1100
622
R0.0
619
110.0
1116
IT00
SM
STOA
We
110.E
EM
170A
14U
170.0
6U
170.8
IM
1700
521
1700
1x1
17oJ
S21
481.
110.0
7M
170.0
624
170.0
060
170.0
6M
1»A
W
170A
638
N00
ISO
110.0
661
1100
INS
1708
677
170.0
1417
1TOA
m
STU
tiM
111.9
50
IOU
SM
RO.O
611
116.6
1919
1102
00
60A3n
110.0
747
RNA
Sa
1700
899
tT0./
631
M.0
Im
STU
Tat
a$
I M
1Tt0
In
17t0
1M5
1700
747
170A
US
MD
IS
170A
1133
1TOA
769
1625
SR7
ITILO
IS$
I31i
187T
f10A
181
Mb
170.1
M
1100
6t2
1700
SSi
IIOA
SSI
110A
U16
/70A
1M
118A
1275
MS
103
R03
U34
IT0.0
$31
WA
SM
STU
Mt
ISU
Rig
MO
161
U4.1
Rig
17"
861
IVA
IMS
110.0
MI
60In
110.0
SM
=.O
im
=0
1063
tMA
791
tiBA
1290
110A
178
ITOA
1411
1100
9"
ti1.1
1611
U0f
!fi
115.f
1611
170.0
1013
120A
151t
iT0.0
106]
93a
1611
170.0
top
90.6
1611
110.0
tOp
631.
170.0
a31
I70.8
716
1700
1f9
1TOA
SM.
170A
t9W
ITOA
f40
tru
INO
170A
916
1392
1]7f
1TOA
1076
12S]
13/0
tti1.0
tOe2
TWA
1310
fii9
tiff
pS
U70
iM9
UJD70]
/310
16S]
tm0
66b
171.0
!It
R0.0
7t!
1100
11M
17t0
!07
USA
1248
170A
iW2
O82
I218
1MA
1019
ULI
7N8
10.1
t0M
tOt9
tU/
U[8
!U
50.0
124
UOA
!71
7TJ
1211.
1210l76
itt
1215
129.0
976
Rbp
167.4
SONJ41A
!
13H
1049
INS
892
11fJ
Ia9
132.1
815
WS
100
119.1
160
$32
1N!
IOSL7
aN
SSA
1049
1011
09
83
INS
943
M5
6U
1041
912
00
62A
1049
91.1
NO
liln
14ZT
9412
SM
941
1268
405
1014
MI
1112
NI
032
911
tAOA
��
,41-
-91.7
-7
'11:t
I-
-f5.i-
-T67-
-69.6-
-941-
-A.6;
-7N-
S1A_
SIt_
14.8_
131
NA
9U
73.3
7317iln
IRA
0%
1100
Sf4
tIO.9
79
W.3
IN'
102A
763
O25
196
f11
140
12]
ON
SL1
730
SLS
SM
18]
721
US
094
701
71/
Q.1
M4
STA
701
41.3
40m
SL7!Ob
f5.!
ii16
71.8
pl
74!
bM
81A
p1
i6]
516
617
67I
6t2
6M
4T]
all
62A
6M
410
Fn
4tf
9S1
US
708
5987
620
530
BU
59
MA
699
614
609
44.3
US
47.6
502
39]
69D
410
44
35.4
SW
38.6
49
295
610
3L7
m
25]
08
31.5
N9
22.1
690
292
4M
lMh
4t7
4691
41A
466
42.4
414
35.6
466
37.1
4M
31.1
456
32.!
402
21A
N6
29.7
396
94.9
498
21.1
391
2"
4SS
216
382
17.9
466
212
375
lib
466
19.6
31011f1.
4S8
Nt10
382
Nt
3!]
]U
32.7
N7
31.1
987
2l6
N1
902
U7
26A
Nt
2/2
710
229
N1
219
372
101
N1
2i5
3p
1SA
NttLl
1S!
14]
Nl
11J
951
mn
3t]
]78N
302
316
31.
339
25A
311
2t1
334
22.7
3"
23.7
329
201
3r8
21.3
325
1t1
79
19.5
321
Ill
In7
39tNb2lJ
262N
17J
262
t/A
279
15.0
212
113
9]6
TARI_F InR
AnchorCfpaefty Taws Obf)
sm - 2.710metela
3 ccm
I Ntl0la"
nwcmu
PTwnW
Wltf
'
AReborClgPaMfms
Anchw 3WEk.111 tCm
VCEk.111.00
BIB Eko
..
Dt16•E7mWmeon
V4•EkoU0RI0a
V4•SSEI4
6hd Bt0
1Raom
WSSETm
AggtaGattr
a98ted
Stamr(06)
0128ktl
SUtm"m
a128ttsl
S1m.(r48)
Oita. V
2q47
1 1•
I 2•112
39S
r
2.112
/•
2-117
2'
3 W
2'
0Ar•
06P
omr
EMbed1e010 Wr
IS'4•
f IV4•
1 INC
2•
lktw
1•V4•
I.I74•
we
1+114•
I.w
T
vw
Iata
Neer
2AMI1=04Whft0.M1&W0WCr0MCI0M1II
SM Ito
WOO
1 450b
I OOOb
INS to
VOW
20Ob
0b
40W.
94b
6418
Wbb
tb
442lbs
06DID
4Aflth=6t1.7M11 0,C/St141090(Or0fla.l)CVV9IO,
2XT 4ODDs
7fnb
I NIA
I WA
WA
NIA
MOB
WA
WA
NIA
WA
WA
682b
686b
1170b
4ARh.30gM10O0•/W216AIph434q/61G r7 'mw
Mm
MDb
16mb
IBTib
6101Ds
6Mb
NIA
i6010t
7Nb
alDb
IM2b
6a2ps
086b
II20b
9AtC801.005YMhO,Q/U ,Y00.10D•AtgO 4j NU
WA
WAWA
NIA
WA
WA
WA
WA
WA
WA
WA
WA
WA
MnIAROorI
FCIp 6}: tM t1f
tMb
22Db
M9O3
MUU6b
IOUmb
901at
tr►b
s92b
479Se
I70b
221b
260b
2ARChOMAtt SAILOW 2bb
3Mb
WA
WA
WA
NJA
IOORS
N41
WA
NIA
I WA
I WA
1. 34/b
142b
®Ob
FIGURE 1•
FIGURE 3:
Eo
•
FIGURE 4: FIGURE 6:
FIGURE 2:
ANGLE
CLIP MUST
• •
BE USED
IN PAIRS.
FIGURER
•
•
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
. ANCHOR CAP.,,.
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLIM
CAPACITY (FROM THE TABLE) OF THE SELECTED
MUWON. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOC( UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF SIZE. ALUMINUM SHALL BE
6063•T6 AND BE A MINIMUM OF .100• THICK STEEL STUDS TO BE AMINIMUM GRADE 33AND
045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' T'HICKAND A3& ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 S N12 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 410 SS.
1.26 X326'XAW
MULLION
VFkODUCrRMS1-D
1I LCa1p1- im wilhdw F7MHIM
ButIdOR Coda aG �w�_aal
• Dlo.SP,%05
A LirNwln(ILL�R,P.E.
FL P.E.B 68705
J
TARI F 14A
M18bi1 Cepldly TYblI Qb� '
Opening WdthQDruedMlllyspemhg
moons) -Opening IN
odoNtmawdelye ou"11DOIOB)
'
SOr
4110
Tor I
Mr
gob
10010
120In
i40r
ISO [A
1$
x.824
�dr
Tlos01r0
t4aa49p
oolog
in"
TII"
Raup"ahagolar
Tl"a I
Raft,
TI..."
Lmfupb
Ttotlip
RL.O ip
loaf0
laE4 Rdoot
Tto""
L�r
�bD
.@I
Alum' rubs
Yu1Lon
E
I
€
��
$
�a
$
a
t
i�
it
£
I
:1
rJ
I
x
$
I
la
1h
�E
a
•E
18
a
E
b
A
19 .
ea
41;
s
@
21
s""
�8
Qa
$
if
$
as
a'
-E
�€
I
�
E
��
$
�
4-
�a
$
�
17-
S�
$
�
S_
ag6
3
E
�
��
$
�
$ .
�a
$
I
£
I
if
lea
42(6
090 I
GN
170.0
435
1110
iM
90.0
410
1T0.0
IN
IT&O
6D9
iMO
932
170.0
6H
90.0
1116
IWO
621 1
MA
1240
ITU
521
MA
119E
1T0.0
621
11&0
ills
IM
511
1170.6
110
1".0
621
4010
110.01
IN
I INA
SM
110.0
MO
WU
6M
M.0
t!2
170.0
NO
VU
till
171.0
A61
t70A
Wfi
!AW
On
170A
017
VU
NO
1T0.0
1 M
1m.I
980
IS" 1
170A
NO
IM9
2257
90A
SM
60.L251n
170.0I
To
1TOA
663
ins
mr.
90.0
631
1TIA
1648
170.0
N4
110A
171S
110.0
MIIDA
IH5
1T0.0
747
1110.0
US4
1140
7SS
IMA
1193
170.0
756
1190
2OR
170.0
166
110.0
2391
110.0
731
"to
U0.0
1!7
In.0
Isla
IMB
158
IMA
621
11111
110
114.0
754
I=
1276
1mA
20
00.I
U34
170.0
aW
11714
15M
I70A
M6
ITU
191E
IN-0
NI
110A
2231
1104
Nt
111112
2113
Vole
Nt
Nle
170.E
M5
1170.0
Nt
110
1013
170.0
197
110.0
1240
170.0
as
170.0
1N7
MA
W4
i79A
IS4
IIOA
sm
110.0
IT"
I10O
1033
170A
21ffi
t70.0
1063
1493
2163
170A
063
t7AI
im
I79A
ION
631.
IM9
1q
179.0
745
ITU
1116
170.0
IN
170A
I=
00t0
NO
iM9
NM
17I.0
10%
VU
1573
IMS
1076
MA
II91
1790
1122
159E
20N
170.0
ttO
MS
211611
170.0
lilt
19-7
29N
171A
1171
$
901n
170.o
e4
tm.0
7N
1MO
1169
110.0
M
110A
I361
I 110A
q02
MA
155E
170.0
0M
170.6
1753
1194
1165
110.0
190
1700
1210
IOA
1985
110.9
127E
I27b
IWM
1100.0
12N
107.2
I=
170.0
HN
J
7210
710.0
10N
110A
07I
I10A
1276
i79A
IM
170.0
tIN
Hl0
1126
1700
1700
p0.0
127E
1611
1A{
ITDA
016
H1,7
17M
1610
13N
116i
031
165.E
13M
19.1
t7M
IMA
1352
N.7
1714
1502
1352
rile
v0.9
1122
INA
W
IWO
1�40
170A
70N
tas
Isw
-90.0
-009
-WA-
-159
-052
-M-
01.1
-1%%
-1515-
-IM
-117.1
-1659-
-1411
_1251
_9L3-
155E
120
1}a
542
1556
1 0
1219
_A1
ISM
t212
1219
7II11
IMO
115t
1190
W
17DA
1301
110.0
111E
ISA
IVI
09.E
INS
136A
14R
H2.0
1221
1212
1qI
133.1
H06
109.1
ifT/
129E
iH1
!L!
07r
H99
1tW
7/.9
41TT
110.E
1/7
SI2
1{R
109b
11M
90le
1t20
ttq
1Mb
116
1194
11q
tat!
116D
101.6
110
1079
251
NA
1110
W3
930
Tel
111E
eb
!22
11.0
1110
N.7
210
592
1t0
7fA
01
N)
1H0
iSi
01
44A
1110
Q7
I:D
961n
117.0
91b
120E
e2
eb
975
01b
9N
eA
916
913
M2
Tin
976
196
M
GSA
976
712
Iv
N.5
f75
65A
IO►
49I
975
Isla
IN
41.0
975
623
719
%6
e6
49�
Ie
imin
all
III
NA
6%
683
771
T0.1
SW
N.1
Fri
SU
674
61A
771
6L3
04
46.7
i7t
4"
BS
ILL
�111
449
W
30
111
3"
02
29A
171
362
621
297
III
32A
W
title
15.7
730
77.3
SO
63.1
170
63.0
SM
M.1
IN
693
M9
47.3
739
4"
631
411
IN
46A
Isla
3ZI
T30
41.1
04
31.6
730`
35A
600
27.0
730
3L!
619
2L1
no
29A
Sit
1201n
6!.!
N4
61A
469
ISO
G24
612
6N
42A
W
4l3
662
37.E
92!
M2
644
323
i24
963
637
30.6
®4
322
01
2LI
621
27.7
6H
21A
LTA
ZU
559
IL7
624
22b
601
1/4le
M.7
433
35./
IN
299
479
29A
3!5
MA
433
RSA
]90
7L7
43)
2!A
36
19]
473
2DA
391
Ill
43i
1 11.2
379
TAttl C 44L1
AxehorCepadtfToMeW)
.
suhIsm
2-710 mmto
3mcme.
liftwom
llwolu
Prw000
Nda1
M9horClpPlbbinx
AWNTIM
811�9towuem
veBcoeemca0
m18 wo
uftwe
8118t3tolRam
vtBc0U11/cm
WYSB UC
A
6n8' Eteo
119man
ve 83 Glco
AMmOdw
010sim
Svel(06)
/12SIM
Ever
4126%d
Senwm
ulrlro
1'
24W
I•
2-Vr
3-t18
P
I 24Z
1'
24W
2•
star
r
0.Ar
aw
aaw
EmOemlmt
t-we
I3't
IJwr
, I.Ye
21
I-Iw
1-ve
I.1fe
I-V4'
141r
1.7N'
r
I-W
I-Wr
tm les
2Ana1e Ol78 d0LO.GISrla3alOma651(2tp
&tj
3m
in
4Nm9
1nD to
imles
2M in
354 b
7401113
374 ms
946ft
SODS
442b
WORS
4AOWmfQ7.18Mtt O.G ISIx1d100ra1xeq
27
45D MS
70Dn
WA
WA
TVA
NA
swu
WA
WA
um
WA
KM
652n
SWIM
11207A
4AMbm0 S 1tm. O.C. I Ql 215AVeCtoI fftg 3)
7N IDS
MFA
66Dn
156Db
ISNms
540n
SMbs
WA
780ma
74585
Is6D4
WWU
6821M
MRS
112DIO
4Mtm 00W11hQC.ru47p,I AM`A1�ff1AQ
PE91Amrr1
WA
WA
WA
WA
WA
WA
WA
HrA
WA
TVA
WA
I'm
NA
WA
17671E
ffIIL6j
ImmS
tmn
726M
445n
mats
tOsmf
1404
III to
370m9
WrA
3Y4
MFA
17ODS
22198
9304
2Anclam L1819A0.0!
21Dm1
35Db
WA
WA
WA
WA
190b
NG
WA
WA
WA
Not
Mtn
"to
Wan
FIGURE 1: FIGURE 2:
FIGURE 3:
ANGLE
BE PU MUST
IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE @
m 11 so j 10
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.
H unum tN mul1 T ANvol MCW 1 rummu J1:
(DP_) X ( ANCHOR CAP. ,,e•-) -ANCHOR CAP.
%MUWON CAP.__
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREME14T FOR THE
OPENING, WHEN iT 13 LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE)OF THE SELECTED
MILLION. IT WILL YIELD AMINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 3D1 SPEQFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLACK UNIT (CMU) SHALL CONFORM TO ASTM C-N. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
8083T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
047 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12E THICK AND A38. ALL
ANCHORS INTO META. SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 3 #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S.
1.25' X&W X AW
MULLION
PRODUCT REVISED
�T ,tt11111111ty
No. 50705
-, 71ST 4 k,
A. LtMIL1 , P.E.
FL P.E.0 68705
MuNon Capacrej Table lb _
Opening 1Nldth (for ver6o8*apartning
mligons) OTOpenIng Height (for hotl2ONe"alr4ng letUlons)
50In
mh
10In
60[In
9010
1 In
120N
140 In
Min
2x4x=
ReotalPler
Loaft
I 7ftMat•.
loadlp
R29arpWr
Loaang
lleplfitan9.
LOadnp
Rachoo al
to%"
lh4A%%
Loaft
RadvaAr
Loaenp
TmpTfts
Lae09
RecUttpd4r
ta0Gi9
Tr4WitM9.
�4
Rachn9t441 I
I-"
Tnpnd-
toaft
RCetat9tiar
Ueft
7OW0l nD•
toadtg
RacLnply
L.GoW
TOW&*
1-09
ReoWpder
L"ft
TaWftlp.
toadn9
Mullion
If
I !
.9
gin
170.0
SO
170.0
435
IM01
744
170.0
47a
170.0
aW
170.0
500
t7e.0
M
170.0
619
IMO
lite
170.0
1 am
U0.0
1210
1170.0
521 1170.0
1488i
170
52I
170.0
1715
110.0
521
170.0
1903
I".0
at
45 to
170.0
700
17U
524
770A
I 0m
170.0
fix
170.0
002
170.0
fix
170.0
1U3
170.0
fiat
1700
1275
170.0
e77
110.0
1417
t70,0
W
170.0
1700
170.0
6m
170.0
19m
170.0
080
170.0
2267
170.0
00
60.525 to
170.0
747
170.0
6m
170.0
M
170.0
631
170.0
1046
170A
6x
170A
1193.
170.0
723
170.0
1345
170.0
747
170.0
UN
170.0
755
170.0
17W
ITOA
766
170.0
2092
170.0
756
170.0
2391
170.0
760
54In
17"
797
VW
IR2
17MO
950
170.0
fist
1700
1118
170A
7x
170.0
I=
170.0
603
110.0
lox
170.0
m7
17t10
IBM
170.0
M
170.0
1913
170.0
801
IMO
22x
110.0
afi1
17U
26m
170.0
1181
an In
1T0.0
am
1704
701
170.0
I=
Me
7W
170.0
1240
170A
BIG
t70A
1417
170.0
90
170.0
15x
170.0
096
Me
1771
17MO
I=
170.0
2125
1MG
1083
1T0.0
24M
170.0
10S3
160.E
tam
170.0
100
mkt
I=
0.70
170.0
745
17"
1116
170.0
a50
IMO
1302
170A
940
t70.o
1458
170.0
1015
170.0
1973
170.0
1070
170.0
1E59
1T0.0
1122
I70.0
2231
170.0
110
160.7
2553
170A
t171
145.9
26W
170.0
1171
W h
170.0
974
170A
We
170.0
17E9
170.0
90
170,0
U04
170.0
f002
170A
1656
170.0
1086
170.0
1753
170.0
1165
170A
twa
1T0.0
1210
170.0
237e
170.0
1?I6
161.9
2497
170.0
12a6
1328
2437
170.0
12m
-
-72h_
_170A.
_1063_
170R
5/6
170A
1775
17QD
1009
110.0
f1a8
170.0
112a
170.0
17m
170.0
1223
170.0
Wig
170A
1316
170A
2126
170A
13a7
NSA
2154
170A
TIm
121.E
A
14D
1082
2164
170.0
1530
76h
170A
1122
170A
997
170.0
1316
170,0
1000
170A
1670
170.0
120D
/70.0
1T94
17D.0
i2?S
-ib&T
i9E0
Y70A
.0;
i966
-170.0
450W
1 U&
_1960-
-161.6
761E
10a1
A
1635
02
IM
1527
1531
78In
170.0
1151
170.0
957
I.
1381
170.0
Me
170.0
1611
17U
1250
170.0
1542
1710
13W
162.7
last
Ina
last
iti31
1WWo
1%5
1sal
147.3
IM
9112
.0
1459
65A
1681
137b
14L4
DON
170A
tua
1T0.0
11M
149.1
139a
1a40
1210
12IA
lase
130.0
1196
111.a
I398
121,J
1178
99A
1398
110.2
1305
ILIA
1147
74,6
1398
69A
1122
03A
7
1105
GM
1398
Me
ion
Mh
147A
IM2
151.E
1008
122,9
1229
127.8
1079
1033
1220
1112
1061
92.
Bl7
1229
971
86D
tON
a1A
1279
69.0
1229
624
f019
BtA
1229
722
ta3
62.7
D77
u
16.1
1228
621
BW108N
Imb
871
t056
077
88.3
971
$9A
$02
740
871
77.2
6W
68A
a37
57A
971
ous
I
971
55.5
at6
43.1
971
40.0
796
37.0
0
702
32A
M
40.5
771
lltIn
85A
918
073
012
795
919
alA
a19
au
819
70.9
006
a
a29
7B{
63.D
DiD
50.7
DID
51.8
774
30.7
Dt9
44.8
758
34.1
z
742
29A
819
37.1
73212oin
7A6
7m
T66
716
azA
790
E4.5
705
639
7S8
56,a
472
780
49A
6W
41.9
7as
NA
780
40.5
69
31.5
788
34.9
651
27.0
0
641
236
7e6
25A
631
iNN
{3T
646
412
60{
Sa4
a46
37A423
312
50
31.9
401
27.3810
282
485
24.320.3
61a
22.D
474
fat
64a
19A
464
I6.6
458
13.7
6f6
15b
418
TABLE 128
An
harCepacity Tabh
mas9de
2.711eonclde
35k Cmc.
I HCOoa CMU
I FOed=
PT910cd
Wilt
MehorcfpPatbma
Arc0aT7Pe
81taBtolA�m
vrBcoUlnWn
a16rElro
U6tetrn
9r16'FJcoUatsm
w•BcoUaaca
5116'Eao
Ilaacon
U4'5SEne
A1ateGatar
OI0S110
ScQO(e6)
e123ted
Screa(05)
012Skd
Scmr(LL
Edel liftT 06)
1'
24 0
1•
2.112•
3 ff
r
24W
I.
2-u234
r
21
OAr
obe
0.37r
Bobe=ffd
IWe
131e
131e
I.3'e
2'
I -tic
1-t/r
1•v4'
1-4IC
1•vr
2
tare•
tars'
Imie5
2AflCh=4y US' WA O.C. I ScddadOfOM
lalp" 137)
3WIn
9b
4501M
80061k
IMMS
2M as
2m9x
354 Es
MUM
r3-74
6640e
BI61a
ell pe
4 R
56009
4AMfMG2A3'LOAO.QIStmdml(OrCMe0Q07
3y
74Dan
7Oas
r301e
U35 an
1424 an
WA
5m Be
NIA
®Emsamps
t0A
6B2D3
605Its
I1mDn6AntharS0
i3i'klh O.Q/Slalmts(orO-)CIP(He
e65 to
758 p5
10160s
NIA
NA
70525
WA
70910s
WA
NA
1m21a
132IMS
16mae4AnahMd3•MInQC./
$5A1015C7p7I(R8.5)
780 an
'7
WD ae
15m2a
lmsu
6mb
NA
76010E
MRS
1322 an
t012an
Ems,
itm6ARIIdS
TM11LO.QI 215AGeMCps1M6)
117010.1
Itm 25
10201be
2M Mn
2s/4Itts
a
a109e
WA
1140 to
=103
2MItS
WIta
1327a6
1;2-
3ARmn(91A4-010.C.lU42p, M A29'AMn 7X
WA
WA
NA
NA
WA
WA
WA
NA
WA
NIA
WA
N01
IW
WA
6Atelm ®ObYNh O.C./U4atp, aA0.12T A4A ¢i9
NU
WA
WA
NA
fUA
NA
WA
IA
WA
WA
WA
IHA
NIA
WA
21 as
2Anch9MG2WAfff1CLGfF,cvp(Rq.9yj
3man
1 370IM
1 315m1
7451M
1 712ES
WA
I 200pe
1 NIA
SI S
I NA
44026
NA
1 311an
4421M
6BDta
3At1CtM(kI.7I*MkLO.Q1F40lpftI%I
443t5
1 525ra
1 379 103
1 073MS
1 NA
I IUA
I 399s
I WA
MRS
I WA
I WA
I WA
I fill ps
I Get On
&0 EB
NU t W PUH 1 He UPI' SE4 CLIP, U5E THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CDCIRCLED VALUES ARE USED IN THE EXAMPLE ON SFEET24.
-ANCHORCAP._
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
FIGUREi: FIGURE2• FIGURE3:
FIGURE4:
•
•
•
TABLE NOTES:
•
•
1) S SHEET I FOR I S ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR
E MEUCTIONS THODS.
•
•
•
•
•
FIGURE 6:
FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
•
• •
3) MULLION AND CLIPS SHOWN ARE NOT TO T DIMENSION% SEE TO BE IN
• • • •
•
FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SN SUGGEST(�.APPROXIMATE
HOWN ON SFOR HEETS 21-?d FIGURES SHOW HOLE
•
•
LOCATIONS.THE
FIGURE 7: FIGURE B: FIGURES: FIGURE 10:
ANGLE CLIP
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
• a
::
P.
• •
M.
(FIGURES SU)
MUST BE USED
(CMU) SHALL CONFORM TO ASTM C-90. WON SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .I2S THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04S• THICK (18
IN PAIRS,
GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
a
• •
THREADS BEYOND THE MATERIAL. 010 & #12 ANCHORS INTO WON MAYBE STEEL.18-6 &S.OR 410 S.S.
2' X 4' X.W MULLION
PRODUCT REVISED
as complying with din Flu dh
BuitdingCods
Accepkmw No 16,0216.0.s
E.PimU eDole �7i)
By
a lrodttctcon
It11111111/j
,_ : ;c
TE
A LYi ltrd M t� ER, P.E.
FL P.E.# 58705
TABLE 14A
60In
rob
loin
sD to
s0In
teob
12111
140in
tEDn
RKtwo
r Tfwrdwo.
ReM111p[1w
TlpTmm
Twffft .
ItktitNWr
TrwTAB
Thwrems
Ii/v11U1Ye
T11pRery.
.26"rc2.11"
.Lonalp
1oa2+Y
Lgmav
Laft
tolAno
►wmro
Laano
tauft
Lftft
tooft
Los"
raaro
!off
laAro
LaNg
LasB,p
\'us v
Lo1Anp
TwON�ptBM
�
� �
�
�
� �
�
�i$�g
�
�
�
�� �
��
�
��■Q
��
�
��$J�¢
�
�
a� {1i7S p¢
{4g 1ap�
9(
SpJq 7fi�
g{
�g dYJY
6 1pp�
iyg$
1iQe
�1p�1.
7ygq
p3p
1pp
g$�
�Yj�$
iyg4
:s�J (yid
}11��i
{117��
i$J�g
`
AnehorClpPatbme
s[mme:
2 cave"
3 MCal.
-
!&NcNU
F7eeCMU
I PTvrom
- Ud"
MMM Type
SH6•EkoUmam
terecotgrmcn
SwElco
W11rao
3lts•E1coUrraw
EMOUYam
Irrssr#o
AYV1 w
sn8'Eko
Mman
vrss8co
AgweWtor
#w6leb
scamwm)sax(til�)
ROMMl
6128teet
su"m
EgpOlsteRe(YQ
Y
21l!
t•
a1/t
av6•
1•
atrl•
1•
2.1W
2•
3vtr
2'
a4®'
obi•
CL
FY11t1eoevp
tart
talc
1JIr
tart
z
1-vr
- }Vr
1•vp
}vr
7Nr
1.9r
2'
tsra•
tsiS
t�fe1
4Antnvl s•WLG.Qf
2[5 !
A—
Tooft
61 03
tt®Df
t116111
(ii121
..
WA
761m
7Md
®046
11D2Ot
6o2W
616m
m
RIM47tUKUAP0kUINT AUJUWMt:M FUNMULA:
)X/ANCHOR CAP -
MULLION &km'-M ,,-ANCHORCAP.-
\\
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
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 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 2123.
F-9 e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2123.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIR& 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. FOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C80. WOOD SHALL BE PRESSUffi-TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6003-TBAND BE A MINIMUM OF .125•
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND AW THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT
LEAST .125' THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & 612 ANCHORS INTO WOOD MAY BE STEEL, I"&S. OR 410 S.S.
rf
r1.255•- l
2.118•
.125'
T
128' X 2.1 t' X .125• MULLON
(INTEGRAL FIN MULLION)
on
Cx
REVISED
■wrlhowFluclk
)� \SStl111llff TT_
o ENS
= �h: No,58705
F\ s� -COF '41,
G,�� .,. titoruuN-.•�Ci
A. LYNt5MA P.E.
FL P.E# 68705
L
TABLE 15A
mumoncapackyTfbMpsm
Cprdn0VNM9or%1dcapsp3m*vM&=)oiOpuftHfIWMrrortraf
b,8pwIrvmdn)
50 in
BOh
Min
OOh
gain
loch
120 in
140h
I
3J$"30
loop
toaft
f
Loado
Loa"
Reetnptr I
Los"
r"No.
I""
7bp w"o-
Laaft
Reefnp441
1pdn0
7p 11104.
Isbro
Rw"w r
La•nf
7t401ftn9
LOsd41
Rletov"
Lo4fp
7 ombea
Loaftm
Lw"
Tmff w
L"ft
Rftunwm
lndp
QTIom
�
DEM AL
BAYYMUL
11
fill,
31
11111
a
�
h
�
�g
�
�
�
��
11
if
1
if
g�
1
�
1a
1
g
42h
170,0
ago
170A
435
IMO
746
170.0
478
1".0
M
170.0
a6
170.0
992
170.0
519
IM
tilt
17a0
521
Imo
1240
Rao
RI
f70.0
14W
iMo
821
170A
1138
17"
621
149.1
1740
Ina
MI
Nh
17Q0
706
170A
021
170.0
NO
IMO
W4
I10.0
012
R09
630
170A
1133
17M
MI
ROD
127E
I=
677
R0.0
1417
IMO
ON
IU2
I=
IMO
W
13U
I=
170.0
660
/142
1622
1foA
660
6oMblo
170A
747
17a0
S63
1T"
698
I=
631
170A
104E
R00
4a
170D
119E
170.0
70
IMO
U46
1710
747
la2
1443
17a0
186
OU
%*
170A
-M
1172
t44E
I=
755
10"
1443
iMO
150
ah
t7n0
79r
/ra0
B2
1f0.0
056
IMO
MI
VU
111E
Rao
is
t7a0
1Y78
Rao
bos
IM4
1353
tMO
W
144a
=3
MO
858
ULS
RS3
MO
061.
103A
1353
IF"
Wi
002
1353
ITOA
OI
80h
170A
60
=0
701
1TOA
1003
INN
797
/WA
121E
17"
44
14&1
1214
17a0
944
12U
1218
INA
036
I=
08
15LI
974
WA
1218
14&1
913
63A
1215
140.1
913
lit
1216
MI
918
®h
170A
1pD
170.0
74b
170A
1110
/700
660
1b02
1160
186A
OU
131A
1160
163.0
914
R8A
I100
1419
EW
10&1
tfW
1342
60
o79
11tA
72&7
Oh
7&t
1180
12&2
9A
6S7
1160
12'&2
d0
y
min
-170.0
N4
17a0
.76D
19L4
101E
18a8
601
RDA
104p
1460
9/
1142
1019
1311
600
1019
101E
f23.4
p!
OIA
101E
14ED
6M
TES
faf
10&4
E21
O6J
100
1002
816
67.1
101E
1092
616
_ S5b
7210
140A
am
t47A
IN
117.4
00
Y�0
7M
IWA
_610
1108
711
KO
ON
100.0
T72
782
aW
RA
712
M4
NO
862
TO3
6&7
' E60
792
603
601
i60
7&6
069
44.0
66f1
7M
66D
76h
11&7
790
12b.1
690
49A
780
10&4
07E
45.E
740
9&7
003
TI.9
790
639
�2
8&0
790
7a9
8W
Of9
79D
71.7
W6
49A
790
66.1
621
{2A
7!c
021
61f
37A
790
01.E
817
70h
1f0A
76D
116A
667
1Q.3
iW
9&1
M4
70.1
7D0
�.9
bs2
W2
760
7J.1
621
f31A
760
70A
613
8G{r
!&7
bai
4&2
760
69A
OW
3fA
T.fO
662
066
sl9
76D
6'!.6
6084Dh
721
667
7A{
600
00.1
663
029
491
blb
6W
64A
{a
1&f
b87
19.9
IJ3
4a1
5&i
{I.{
480.
Sal
40A
462
30A
GK1
962
4R
2b9
6&1
3&3
1/6
ab
603
alb
M2,
B8h
69A
488
a.1
{{3
43A
198
6IA
433
124
495
Il8
427
37.1
493
34.9
421
33A
{96
3&1
116
�.7
333
109
24A
496
29.1
400
212
pS
26A
394
1&0
4f6
7bA
390
login
11.7
391
42A
313
34A
391
ab
29.9
391
af.1
312
2&1
]9f
27A
3JI
232
311
249
333
20.9
22A
3231111n
36A
3'l0
302
335
3"
370
fl33,A
330
V.5
370
2&6
U6
24.0
310
2&3
320
21A
370
22A
318
192
2a9
312 -
190
370
1L7
305
12Dh
30.{
317
3a9
269
2L3
s17
2a
21.7
af7
220
2b
190
3R
19D
276
1&9
3R
/7.9
»
144 h
17A
220
17.8
203
reel r 4qe
' Anchor
Tubb
'
AnchOrCIpP9ffAm9
131941ate:
27k O•Wlle
3bk CDM
Ramcmu
F•W CAD
frqr
Mato
AoNR
3118 Eb14a0m
1/PBeeubem
5FtW Ebo
U111M
3116'EkoUWkcen
1N'E3eolMual
11C 88 Eko
A0f2/Mt11
NWEleo
Umtm
1N•SSE100
AWr99M
010MMl
Bcna(05)
n281etl
S4•r(GS)
0126"
Stnw(OS)
Edge DAWN piY
1•
2-1w
1•
I 2.11r
3-tw
r
I 2-11r
r
2.1?
r
3-W
1 r
0.{T
aa•
0221•
EmboftwA
13p•
414•
t3M
14W
r
I-lle
1-tlr
1-tli•
I-Im
1.114
1•u4•
r
WIS
ti98'
ud14
2AWA"Q6•W1LQQ1t21234AW*C1p1ff19.11
390b
310b
450b
I NOb
IMVA
T70b
210b
354b
7401A
. 3741b4
72ob
9Mb
34191�
412b
a0b
4 AechW 0&6• Mh 0AIM 20A44h CIP4 I ft. 21
7W
loom
IN
Mra
2929b
610b
360b
WA
1120b
748b
E60b
1692b
662m
665b
117Db
6AMb=o 27t•Wn.O.Q/ 2e5M•• r 3Y
1120b
t120b
Bibb
P316b
273ib
WA
Ebb
WA
1059Ih�
WA
1$Ob
WA
1022b
1921b
t�Ob
FIGURE 1:
FIGURE 2
RGURE3:
ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIDNS SHOWN ON SHEETS 21-n
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATION&
4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECFICAT(ONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOC( UNIT (CMU) SHALL CONFORM TO ASTM C410. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SO OF 0.56. ALUMINUM SHALL BE 006346AND BE A MINIMUM OF.125•
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEELTO BEAT
LEAST.126' THICK AND A30. ALL ANCHORS INTO METAL SHALL BITEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL *10 & #12 ANCHORS INTO WOOD MAY BE STEEL. 1" S.S. OR 410 S.S.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP ) X [.ANCHOR CAP„e, ) ANCHOR CAP.®
`MULLION CAP. --
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED• CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FORTHE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WiLL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QW(L1FY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITYTABLE
30' BAY
MULLION
PRODUCTRBYISFD
ns eem0l@q wish 10o FIw&
L ,%%0IIII(lf.li
�1
r�U�CCn; FLORIOP••`,C9
A. L1�AN MIIW P.E.
FL P.E 1E 56705
Teat F IAA
MuIbn CopacityToble
OpatlnoWk h(lawV nO
mwmm) of Op6nino H6
(r 1PAM)
Wh
Win
7010
e0h
go in
1Wh
120h
1401n
fe0h
SW45
R4ef wft
LOSS*
714a1M•a
Lea t0
RKUngm I
La4•Ip
Tnp to.
Lo4•np
RKbnvAir I
1a4•Ip
7WRt•42.
1odo0
R1cLwJw I
ta4•n0
71401rAwt0
LOa1h2'
R4ttN• Wm
twuro
7kp7040O.
ta4anp
13a4gpdv
La4•a0
TMPTd t•
La40h0
Rodogi41 I
L44a1t0
7LtylTY•41.
L-ft
. IbA•tW I
Lmdno
TleplVM0
Loa tg
It4a1400tOr
ion60 I
TmpnK•p.
taaft
DEOLAL
BAYNNLL
g
g
g
g
g
g
g
g
�
11
lilt,
I
II
It
1
111
a
I
Is
I
I
1
11
Qh
170.0
GM
17OZ
435
110.0
744
17DA
4M
170.0
6W
1M0
MI
17a0
ON
MO
WO
1M0
ttte
170.0
RI
-IMO
1240
170.0
S21
170E
14U
170.0
RI
IMO
In$
170.0
52i
M.b
1611
17MA
521
Nla
170A
7O6
170.0
R4
170.0
No
110.0
SM
1M0
OP!
170.0
WO
IT04
1733
i70A
Wt
170.0
UM
1MO
0A
1MA
1417
170.0
WO
102
1657
1M0
8w
140.b
16A
170.0
610
122.E
1437
I700
WO
50.WSh
170A
741
170A
5W
1M0
e00
1M0
•31
170.0
101E
1TOA
W4
17U
11a6
1M0
723
11&0
1345
1760
TQ
170.0
140
Mo
7W
147.1
1552
=0
755
12a1
1552
170A
760
110A
150
170A
TO
041.
T70.0
7W
1TOA
612
17U
0A
1M0
601
170.0
1110
17W
7M
1704
W5
170A
e0:1
MO
14U
/M0
W7
1652
149E
170.0
$0
12AA
146E
170A
M
110A
1456
17U
bat
QA
t465
17W
W1
00h
170A
O45
170.0
701
170.0
IOW
MLO
JW
170A
1N0
1M0
Y!S
1W.1
130D
170A
01/
130.7
13W
170.0
000
72b.7
13W
163.E
OD4
104E
1300
157,1
=
&S
1300
167.1
%2
T66•
7300
157.1
O02
Rah
170.0
OW
170A
746
170.0
111E
1M0
4W
1620
M
170.0
O10
1425
1217
IOU
0W
12a7
1247
WA
116E
114.0
t247
1443
O52
9fi0
t2Q
1362
030
61A
1247
IM7
O3S
71.3
au
135.7
036
66u
1M0
W4
170A
760
170.0
4100
170.0
0W
148A
110D
14i7
005
12.6A
MOD
147.0
00
115A
HOD
130.E
O26
10"
1100
t25A
014
OW
1100
IIQS
eW
74.2
09.0
11&1
003
04A
1100
11&1
W3
"
-73�
YSLtt10f0
-1640
-m.
31.7
ia0-
iMA
-450-
-116A
-10{6
=127.2
-ea-
_fOfA
_fot0_
f142
J20
_10.6_
�D10
105.E
M7
6D.6
1010
oeA
ttW
e7a
1010
e0A
705
577
fOto
ETA
780
Wa
ta0
W.7
7ba
701n
137A
M
1436
TO
1145
W6
V5 �
01.1
100
10l.1
74f
6i•
000
002
740
Te.3
f1W
812
77b
ea7
900
123
720
Wa
000
TL7
7l6
40.1
b00
71.2
J10
420
006
70A
706
76h
12L1
eat
732b
7S4
tO6.O
eat
Tao
aa0
a01
aa0
725
70.4
eet
ee.6
7/3
7DA
bet
61.0
70.1
WA
Wt
76A
aa4
510
eW
eat
eM
t5A
bet
tNs
616
30.7
Mt
aL7
W2
Wh
OL7
MO
WA
574
WA
640
554
50.1
610
a2•59
W.7
E46
Sat
50
40.0
640
WA
UT
41.4
640
47.0
5W
34A
04S
41.5
510
203
616
352
511
252
M6
36.S
Wl
WIn
Oe2
500
7M.1
W5
56A
516
f4l
4W
40.7
566
51.4
401
426
NO
M
4"
37-0
660
4JA
4}6
UA
5W
Sa1
470
'A
606
SIA
45O
21.3SW9a5452
21.3
IiW
2a7
N7
106h
47.0
44O
48A
405
313
440
30•
342
44O
35.7
303
W
440
31.7
307
25A
440
2&6
302
23.0
441
25.1
377
2U
40
M
.300
17.1
449
2MA
Ui
15.0
440
1&0
350
1N h
44.1
425
4SA
3W
36A
426
370
31S
32•
973
27A
475
20.1
3e7
24S
425
2S3
SR
22t
473
no
356
1l1
125
20.7
360
73A
425
10A
34]
3L0
3M
33S
S41
2a1
3 4
320
21A
304
2aA
321
21.8
354
220
30
10.4
3M
20.5
313
17.5
3M
10.7
3W
1441n
12021
253
1 20A
i M3
I 10.E
1 251
117.1
230
TART F 1AR
AnahorC•
c T•ble
AnahorC�P•ttem•
aftboft
27k CMaM14
3.5k Lbe4.
nelowom
FdWCMU
PT~
Lt4L1
AmW
371a EfeouaAcm
iM9mlhlem
6116'FJ o
3116'Ekolmra:m6WA
111nenIRn6m
1/4'88 E1w
ApOwOANr
6I7 Ek0
6.4ean
U4'681300K01087"
ADFIGOW
Y1E.-
SC
/t28letl
St1•v(OS)
Ecbeat4x4
r
24Q
r
2.1?
itlC1'2.IrZ2.11r
r
3.1ir
r
0.32rEMW
MM(Im
13/4'
I-
Idl4'
1-3W
?
1Nr
1-IN'
I-Iw
14W
I•U4'
r
w164
2AnWOM4;1rNmO.C.1(2)2[3An�QWrM17
lM
390q
450a
mm
um=
mm
mms
740b
374
77DMe
010Ee
341 Ce
442tb
W061s
4 ADM=03r kart O.O IW21SA1014
M31(FIa. 27
7W414
7Wb
Mtn
16 U
2525YA
Mop
5WW112DU
740W
OWN
i5O2N
62
1120M6A0th=
27rLfaO.C.1(2)A<5AWB ! 37
1120n4
7120W
BW•1
2MM
=ft
WA
MO stefOSOW
WA
1320W
WA
7022.4
1327b
BOOB
FIGURE 1:
FIGURE 2:
l
FIGURE 3:
ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-233.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS,
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-K LED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C4E0. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 600T5 AND BE A MINIMUM OF.12W
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 1110.& #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 SS.
A17GRUR GAPAGRT ADJUSTMENT FORMULA:
(D _)X J ANCHORCAP,_ ,, -ANCHOR CAP..,.
MULLION CAP.,,,,, ,.
USE THIS FORMULA TO OBTAIN THE %ANCHOR
CAPACITY REQUIRED• CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENWO, WHEN Tr IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A M W MUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACTTYTABLE.
PRODUCT REVISED
m coroplyi0jwhh de Flail
Ilalldzltie 4i 10
" o 1-'( At/ r7j"/
Ax, -'.-a NSF l�`�'
140. 5B'O5 YY
STAS Of
Q,� •., a�_onEVP OX
Art N,44iM141L: E.
FL P.B.# 68705
--� 1.00D' toff r
2760 2.760• .12V
.126• .12V
tow 21W
125' I 3765
j_ �° s7s
f T -f
1•X2X.12WMULUON 1'XYX.37SMULLION 11X2.7S•X.37SMULLION VX2.7SX.850'MULLION
OW3-78 ALUM. 6063.76 ALUM. 8063-76 ALUM. 605346 ALUM,
XSECTION XSECTION XSECTION XSECTION
�{ 1---.125 1--.126• --I f -.12 i•
STANDARD CLIP A
zow083•TBALUM..�LSECDON- - U�CgP6063
XSETCTION6ALUM t
,25•r- .
.376•
MIN.
.375
6.5W'
1125' CUTHERE70
CREATEF•CLP.SEE
.37E
M$
_
r DETAILF.SHEET4
'Jj
1 I
I
I I
A
L- -_---J
L------- '1
Z=-
OF ANCHOR HOLE MUST L6=
IN THEDASHED BOUNDARY. SEE
SHEETS 5.17 FORTHE ANCHORO.C.
DISTANCE. MAXIMUMANCHOR HOLE
DIAMETER: ANCHOR DWyETER • 1flS.
I
1
1
1
I
1
1
1
1
STANDARD CLIP
6063-T6ALUM.
TOPVIEW
.375
MIN.
1
1
B
I
OFFSET CLIP
60 3-15ALUM.
TOPVIEW
� 1
Aw MIN.
I U•CLIP
6083TO ALUM.
TOPVIEW
ZCENTE.R OF ANCHOR
MUST LE THE DASHED
BOUNDARY.SEE
SHEETS 5-IT FORTHE
ANCHOR O.C.
DISTANCE fMXIMUM
ANCHOR HOLE
DIAMEfER:ARCHOR
DIAMETER r II1S.
TARI F R
I-t.aoo•-I )-t.z6w---I
a12S .125• a1
.125'
21�s
.� .,25'
-f f .Boo• f
1'X3.12VX.S' MULLION 12SX3.155'X265'MULLION 1.2S X 2.11•X.12S MULLION
6063•TS ALUM. 063T6 8ALUM. 6083TS ALUM.
XSECTION XSECTION XSECTION
2X5 ANGLE CLIP
6083•76 ALUM.
12V
I .375• MIN. -I
�---------------------
-------------------' 2X5 ANGLE CUP
6083•T8 ALUM,
TOPVEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE
ANCHORO.C. DISTANCE MAXIMUMANCHOR
HOLE DIAMETER: ANCHOR DIAMETER t IRV.
Mull olmendon (Sheotll)
PGT PS,t o
Mullion
SOL Cmp
Cff%tCllp
tl•Cllp
Angle Clip
V X2• X.125• (6)
68605
M113M
6661118M
66VA3M
6W511M
V Xr X.376• (8)
SOM
SM14M
6661119M
W8244M
6S8512M
1•X2:7&X.876'(7)
66607
668115M
6551120M
668245M
668513M
P X2.7W X.65W (8)
88808
688118M
6661121M
666246M
6885f4M
P X3.125• X.50W (8)
66SY M
6861116M
6661114M
686242M
6OB516M
128' X3.1SW X.285' (12)
66641M
6661117M
6661113M
888241M
666516M
1.2(rXZIVX.12W(18)
69370
NIA
WA
WA
686"rt7M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5.20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 3 ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
TARI r. A
Dlmemion
Valuepn)
For Mullion:
A-
826-
1• X2• X.12W
AluMh n
Tube Mullin
B
Z654
C
o.>M6
D
0.740
A
1.125
VX2•X.376'
AlUntln1611
Tbbe Muhl"
B
2404
C
0.836
D
OADD
A
1.876
1• X2.76•• X
.375 AIIuN
Tub* Mormon
B
3.WD
C
0.757
D
1.118
E
A50 Min.
A
1.312
1•X2.76•X
Aw
Aluminum
7wm Mumton
B
a000
C
0.476
D
OL
A
2.000
1• X3.125• X
AW Alum
Tube Mull
B
2.037
C
0.�3
D
1.137
A
2.626
12FX3.188'
X285•AIIDn
Tube Mull
B
3252
C
0.862
D
1.782
A
1.1113
1.28' X2.11'
.121• Allan
Tube Mum
gat
® camplylua w0h Se F171�
BuiHing Oude �� _w,.•,
co16LU.
: =
V.
A. LtN11414%)�.E.
FL P.E.# 58705
,A00• 1.000•
4.( V 4A Xr
A26
.125'
128
.T375•
1'XCX.125'-f 1' :CX.37V 1
MULLON MILLION
6003-TO ALUM. 6003-TO ALUM,
XSECMON XSECTION
.1D0'
OW
.
--L� -
12s X32VX.10W
t2SX32VXA2C
MULLION
MULLION
6005-T8 ALUM.
6005-T5 ALUM.
XSECTUON
X-SECTION
1-AT-A.IID"
'r-MUWON
6063•TSAW M.
XSECTION
-H .820' N-
12S X 3.04' X.62V
MULLION
60WT5ALUM.
X-SECTION
r
740'
2.� I •12W STANDAROCLIP 1
SW3-TOALUM. I 2.126' 2� 2X5ANOLECUP
I XS�� EC1lON I � 5083•TBALUM: XSECTIO805M.
.12G XSECTION ECTION
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 620 FOR THE
ANCHOR O.C. DISTANCE. MLWMUMANCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ 1118•.
CUTHERETO '
CREATE FCLIP. SEE
1 I 1 1 1
1 i 1 11
I 1 1 I
i STANDARDCUP
CENTER OF ANCHOR HOLE MUST LIE 6063-T6AWM.
WITHIN THE DASHED BOUNDARY. SEE TOFVIEW
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUMANCHOR HOLE
DWJE TEIC ANCHOR DIAMETER +U16'.
.370'
MIN.
1
1
1
i 1
I
I
OFFSET CLP
60mTSALUM.
TOPVIEW
NOTES:
1) HOLES TO 13E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 62D FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS
.371?
CENTER OF
ANCHOR HOLE
MUSTLgWRHN-
THE DASHED
BOUNOARY.SEE
i
SHEM 620 FOR
.THEANCHORO.C.
DISTANCE
MAXIMUM
ANCHOR HOLE
1
DIAMETER,
ANCHOR
DIAMETER+1116'.
U•CLIP
603•TO ALUK
TOPVIEW
TAR) E C
Dimension
Vailr VD)l
ForUdIlon:
G
1.000
.12s
Alu dmxn
H
ZOW
1
3.000
Tlb mullion
F
311L7
1• Xr X
G
%757
.317
AdtNNSlt
24M
1
3.000
Tdm A,( •r
F
22W
1.25'X3.26'
G
0.750
1 X.10o'
AIUMhn
H
1.500
I
3250
I tee Mallon
TART C n
fi
1
I
1
1
TARI F C_ V.nMT
DftnarWon
Value On)
ForMWUon:
F
O
1.
1 45W
1. 6' 1 3.2V
X.8w
Alunlnu0
Tulle Mmlkm
H
1
1.438
3.250
F
G
2A25
1.125
1 X .W
XAW
AUumlaum
TWo Multbn
H
I
1.500
325D
F
Z613
Mu1
F
2876
45' Bey Mull
��!■lmFiim®
2XSANOLECLP
6083-TBALUM.
TOPVIEW
WA DpnaMDn
(ohaati)
PCT Palt f
Mullion
St0.C8p
OfttCI1p
944
Angle CUP
1' X4• XAW (10)
00384
SWIM
6881122M
5WAIM
U6510M
1• X4' X.375' (11)
86610
6MI12M
6681123M
600242d
880512M
VX4• X.3RP'r (1/)
60353
666H2M
6861173M
6682421A
688510M
1.25'X32VX.10U (13)
20100
M1127M
6681124M
6802410M1
0086115M
1.2s X3.27' X.624' (14)
' tom
0081126M
6661t25M
ON2411M
8805118M
1.2VX&WX.SW(15)1
20162
OW1117M
M1126M
8II8241M
60851TM
30 De01ae (10)
66NO
WA
WA
WA
110M
45De0f I=
688SD
WA
WA
10A
6806111M
40DUCP REVISED
w wmpl74 with 810 Fla"
Aielpta m °` ALND I6-1D'L1B
B(Cp-lpD-cMj ((W_�ji
4YNN AfIll
�`2'.• aceNse ' • ? ��
,n y\
FL P. 56705
TABLE E
Mull Dimension
(eheel'#)
POT PartA
n
Sid. Clip
U Clip
Angle alp
2• X4' X.25• (16)
EB:B602
ON261M
688271M
8655112M
2° X8• X 25'(17)
8604
888282p7
888272M
8885113M
r.12S
1 STANDARDCUP
2.000° 4,w.
6063-TB ALUM
NDT XSECTION
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING12Y
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS. . 1
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
.37b'
MN.
:'.,I�M.1tK 1LXi 1
BDB3-Ttt ALUM c .
'&XS£CTFOPJ't�( I
2'X6'X25'
MULLION
6063-T6 ALUM.
XSECTION
CUTHETO
,375•
CREATE F4CUP,
ASHEETaIIRELL F• MIN,
r
i
2.12Wi
iXSECTION
i 5
r i
4...�..r.... i%
.,I
I I
1
1
1
1 I
I L- STANDARDCUP
CENTER OF ANCHOR HOLE MUST UE 0083•T8 ALUM.
WITHINTHE DASHED BOUNDARY. SEE, TOPVIEW
SHEETS 5.20FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER ♦ 111W.
5.500' CUilERE70
375' 3kw CfutTFJ ( . ,375'
F+ SEE DETAL F. i
MIN. I F r-SHEET4 MIN.
I
1
I
I
1
I
1
I
I
I
I
I
I
i
I
T _
1
I -
STANDARD CLIPL-
60B3-TB ALUM.
TOP VIEW
1
I
I
1
I
1
1
I
I
I
--1
I
I
I
I
I
i
I
1
6063•TB ALUM.
CENTER OFANCHOR HOLE MUST LIE
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-20 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER - VIS'.
37W
I
I
I
t 5.438'
I
1
U-CUP
60 AULUM.
USED FQR 2' X 6• MULLION, SHEET 17
TOPVIEW
2X5 ANGLE CUP
0003-T8 ALUM.
POW %SECTION
t .126•
3.
�5.000' 375'
11 MIN.
---------------------
1 1
I
l 1
f
'
�
I 1
I I
I
I
L
1
.376'
L-- ---------� MIN.
2X5ANGLECUP
CENTER OF ANCHOR HOLE MUST LIE 6W3.T8 ALUM.
WRHIN THE DASHED BOUNDARY. SEE TOPVEW
SHEETS 5-4 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR OLAMETER 41116'.
2X5 ANGLE CLIP
6083•TO ALUM.
TOPYm
MIN.
! a ol)Wr REVISED
m wmplyingivil4 Wa Flo"
Building Cade
A,1,t. aND GPQ%1&V3
Emimlmn_Ode $01.
L LL11l IIIfA�
.........
.•
\\GENS�c '••F'f' i
No. 58705 Tt
'376,
MIN. N Ib R��
f z
S11 E F :• <Oz
P\IA1,
A LYF�IS FJfILLER. P.E.
FL P.E.A 68705
EXAMPLE 1: SINGLE VERTICAL MULLION
NOANCHORS@IHFAD
SEE
SEE
FL31E6TW1TpN
DETALL.S.
PRODUCTS
SNEETB
APPROVAL
25
7LI
MULLION
LENGTH
DETAILS,
SHEETS
2-3
NO ANCHORS TAA
��
EXAMPLE 2: MULTIPLE MULLIONS
'b---
DETAILS•
DETAIL E,
OPENING
SHEETS 2.3
SHEET3
HEIGHT
I
FOR
HORM
t
T'#
SEE
DETAILS.
1/"
SHEETS
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-11V. THE OPENING REQUIRES A DESIGN PRESSURE OF+50.OW.0 PSF.
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUTTAILLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32'+32+1' =6Y. REFERENCING SHEET 25, THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REWIRED
DESIGN PRESSURE OF+80.01-80.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A. SHEET 7, THE 1' X 2.75' X.375' MULLION (LENGTH - 72', OPENING WIDTH = 7W) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A. SHEET B. THE 1' X 275' X.650' MULLION (LENGTH - 72', OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF 41-72.7 PSF WWNICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 6%LBS.
2) USE TABLE 48 TO FWD THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4) 012 ANCHORS AND THE 2X5
ANGLE GIPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BM THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS 41-MO PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REWIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF:
(60 PSF) X ` 636 BS } = MOLBS (MAYBE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 4B)
THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A
DESIGN PRESSURE OF +50.01-55.0 PSF.
- FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 321+77+1'10S' AND THE OPENING WIDTH IS 36'+W+1' -73. REFERENCING SHEET 25.
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2318' AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01.55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE 1' X 275' X.37S MULLION (LENGTH =1Or. OPENING WIDTH - On MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS 0-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A. SHEET 16. THE 2-X 4- X.2W MULLION (LENGTH -108'. OPENING WIDTH - 8" WAS ADESIGN PRESSURE OF+1414.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36 +36'+2ti74', NOT73' AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENINQ ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 73 DIMENSION (354W+35-11r+2'=73�
2) USE TATTLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED
CONCRETE HEADER AND SILL ARE W WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
USING THE STANDARD CLIP WITH (6) 3H8' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1fY GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS.
BECAUSE THE VERTICAL MULL WILL BE A 2' X P X .2W MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS W AND THE OPENING HEIGHT IS 32'+7T+2' -106'. REFERENCING SHEET 25, THE COLUMN USINGTRAPEZOIDAUTRIANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2' X 4 X 250• MULLION (® LENGTH -42'J OPENING HEIGHT -120') HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LOS.
2) USE TABLE 120 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8'
WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 0'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH
(4) 3116' ULTRACON ANCHORS AT AN EDGE DISTANCE OF T GIVES AN ANCHOR CAPACITY OF 640 LEIS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS.
4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 128 FOR THE U-CLIP MOWS THE ANCHOR
CAPACITY IS 1074 LOS WHEN USING 3 ANCHORS. WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENTOF 621 LBS. THE
ANCHOR TYPE IS A 012 STEEL SCREW.
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+/$4J PSF FROM THE VERTICAL MULLION;
+1-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO CMU;
+h170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS +1.84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
P
PRODUCT REVISED
as complyingwith am Fimm
Oo,ldioSCod- -jr
� �-LCENSF �'•. 'P
•%�'• tNo.50705
�16
'',° •, f 4F NU�
-?/0NnL
A. LY'AN NnDuR P.E.
FL P.E.O 68705
EXAMPLES OF RECTANGULAR LOADING:
PW
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
P� ;.
F04, v
AR
Old OA i.
�
If
LOADWOOF VERTICAL MULLION
WRTi INTERSECTING HORIZONTALMULLIONS
SHIDH SHAH
Q� Q�
LOADING OFVERTICALMULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS. NOT ANCHORED WITH WTERSECTNGVERTICAL MULLION
/�
II
�
L I
m�
Ali
I
•1/
tI/
/.I
LOADINGOFVERTICALMULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDAL/R2UWGULAR LOADING:
PW 11 PW
C� a HINGED
DOOR
SGD
.a/
s:g
_ LOADING OFwKnCALMULLION
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTALMULLIOH a -�--
n. _
100 PW PW N Z o 0
/
PW' PW
LOADING OF (2) HORIZONTAL MULLIONS
�i;i�
�jl�/
LOADING OF VERTICAL
MULLION
Pw
CD
�
�
N
Z
4/
/
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NO
;•RGQUCT REVISED
1) DRAWINGS ARE
as 0D.W10.6 wuh do Florida
BDildindCDde
RERESENTATIONS OF TYPICAL
AcaPlanccNo ,p3
PW CONFIGURATIONS. (
Ind DAe142.
CONFIGURATIONS NOT SHOWN
D
MAY BE EXTRAPOLATED FROM
-
Mtaa Nod tU
THOSE SHOWN
2) IF THE LOADING TYPE CANNOT
\\��� LYNN
PW BE DETERMINED, USE
RECTA14GULARLOADNG.
`\\/`rb14•••••••,AS/�(�.�/i
•' �,1GEN58 '•,•-�Q ��
�;a\;
S) SEE PRODUCTS' APPROVAL FOR
N,. 50705
ACTUAL ANCHOR LOCATIONS
/
lrJ
U ST TL• Of
LOADING OF HORIZONTAL
MULLION
FL P.E. 68705
TABLE 13A
Mullion Capacity Table befit=
0 •ning YVldth
(for vaarlica*sparnlirg
mulNons) or Opening Hight
(forhoriznrWOtspamf>g
mullons)
50
IIvi
60
In
701n
80 In
00 in
100 in
120
M
1401n
160 in
2 x 6 x .26
Rectangular
Loading
Rectangular
Loading
TtapWang.
Loading
Reclanguder
Loading
Trawmang.
Loading
Rectangular
Loading
Ttap/Tdeng.
Loading
Rectangular
Loadng
ThepMang.
Loading
Rectangular
Loading
iioplydang.
Loading
Rectangular
Loading
TiaplTdOng
Loading
Rectangular
Loading
TreplTdang.
Loadind
Rectangular
Loading
Tfep/ideng.
Loading
Alum. Tube
Mullion
�S
1:
��
>
-
�
K
..
6
ci������$$
Sri
Aa
sib
g
¢mac
Tea
d`�
az ..
p
421n
170.0
620
170.0
435
170.0
744
170.0
478 1170.0
688
170.0
508
170.0
992
170.0
519
170.0
1116
170.0
521
1170.0
1240
170.01
521
1170.0
1466
170.0
521
170.0
1735
170.01
521
1170.0
1963
170.0
1 521
46In
170.0
708
170.0
524
170.0
850
170.0
584 1170.0
002
170.0
630
170.0
1133
170.0
601
170.0
1275
1170.0
077
170.0
ICY
1".0
850
170.0
170D
170.0
680
170.0
1083
170.0
880
170.0
2287
170.0
880
50.025In
170.0
747
170.0
563
170.0
806
170.0
631
170.0
104e
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1494
170.0
756
170.0
1703
170.0
756
170.0
2092
170.0
766
170.0
2391-1
170.01
756
641n
170.0
797
170.0
612
170.0
958
170.0
691
170.0
1116
170.0
764
170.0
1275
170.0
803
170.0
1434
170.0
837
170.0
1594
170.0
656
170.0
1913
170.0
eel
170.0
2231
170.0
B81
170.0
2550
170.0
1 681
601n
170.0
$85
170.01
701
170.01
1063
170.0
707
170.0
1240
17MO
1 876
170.0
1417
170.0
944
170.01
1594
170.0
996
170.0
1771
170.0
1033
170.01
2125
170-01
1083
170.0
U79
170.0
1063
170.0
2833
170.01120
63In
170.0
00
170.0
745
170.0
1116
170.0
850
170.0
1302
170.0
940
170.0
1488
170.0
lots
170.0
%73
170.0
1W8
170.0
1859
17&0
1122
170.0
MI
170.0
1169
170.0
2803
170.0
1171
170.0
2075
170.0881n
170.0
974
170.0
789
170.0
1169
170.0
803
170.0
13M
170.0
1002
170.0
1558
170.0
1088
170.0
1763
170.0
1165
170.0
IMB
170.0
1210
170.0
2338
170.0
1275
170.0
2727
170.0
12S8
170.0
3117
170.072in
170.0
1003
170,0
98
170.0
1275
170.0
I=
170.0
100
170.0
1126
170.0
1700
170.0
1228
170.0
1913
170.0
1315
170.0
2125
170.0
1387
170.0
25W
170.0
1466
170.0
2075
170.0
1529
170.0
3400
170.0
781n
170.0
1122
170.0
937
170.0
1348
170.0
10BD
170.0
1570
170.0
1209
170.0
1794
170.0
1322
170.0
2019
170.0
1421
170.0
2243
170.0
1505
t70.0
2692
170.0
ion
170.0
M40
170.0
1884
170.0
3589
170.0
1705
76In
170.0
1161
170.0
007
170.0
1361
170.0
1116
170.0
1611
170.0
1250
170.0
1642
170.0
1389
170.0
2072
170.0
1474
170.0
2302
170.0
1684
170.0
2783
170.0
1700
170.0
3=3
170.0
1777
170.0
3ON
170.0
1700
170.0
1326
170.0
1144
170.0
1694
17&0
I=
170.0
1859
170.0
1498
170.0
2125
170.0
1653
170.0
2391
170.0
1793
170.0
2658
170.0
1918
170.0
3168
170.0
2125
156.0
303
170.0
2273
t38.5
3413
170.0
2381
170.0
1417
170.0
1232
t70.0
1700
170.0
1434
170.0
.1983
170.0
1622
170.0
2287
170.0
1794
170.0
25M
170.0
1952170.0
2633
170.0
2095
fe0.0
F3109
i70.0
2338
137.1
M99
IW.0
2470
120.0
3199
156.1
2426
170.0
1594
170.0
1409
170.0
1913
170.0
1847
170.0'.
2231
170.0
1670
170.0
2650
170.0
2078
104.8
2781
170.0
2271
148.3
2781
161.9
2333
123.0
2781
140A
2281
105.9
2781
125.9
2234
02.7
2741
118.0
2100
t
1710
1838
170.0
1454
170.0
1969
170.0
1700
170.0
2293
170.0
1932
170.0
2021
170.0
2149L12
.6
2532
162.3
2245
136.E
2832
148.4
2216
113.8
2832
128.4
2180
07.6
2032
116.1
2126
85.4
2632
106.3
2096
170.0
1771
170.0
1586
170.02125
170.0
1659
154A
2252
159.9
1991
135.1
225
1141.4
1084.1
2252
127.2
1 338
100.1
2252
1181
1915
90.1
2252
99.8
72
712
2252
88.9
1838
07.6
2252
WA
I=
125.1
1584
1�.6
1445
104.3
1564
108.1
t425
894
1584
91.5
1407
78.2
1564
80.7
13805
15e4
72.3
1373
62.6
1584
65.7
1356
521
1561
58.0
�1330
M.7
1584
49.2
1305
39.1
1564
1 44.4
1283
TABLE13B
Anchor
Ca
11v Table be
Anchor Clip Patteme
Substrate:
2.7k Oonorete
3.5k Cone.
Holtow CMU
FEW CMU
PT
Wood
Metal
Anchor Type:
3118" Elco Uihaeon
114" Ekso UOraeon
5116' Elco
tAUacon
3116- Eiao Uilracon
1/4" Eleo Ullracon
114" SS Eloo
Aggregator
5/18" Elco
U11mcon
114' 88 Eleo
Aggregator
#10 Sleet
Screw (G5)
1 #12 Steal
Screw (05)
012 Steel
Screw (W)
Edge Distance (In):
I.
2AM
1'_
2.1/2'
34/8'
1.
"W-
1
r
-3-10-
-2°
-0=
0.U.
Embedment (hrr
1-3/4'
13/4'
1-3/4"
1.3/4"
2
1-11C
1-1/4"
1414'
1.1/4'
11/4'
1.1/4
2'
13/8'
1$B'
rades
2 Anchors ® 4.76- Min. O.C. / Standard or Onset Clip ". 1&2r
390-M
3W Ibs
450 Ws
890 Ibs
ISO Ibs
270 Pa
280 Ibs
354 fbs
740166
3T4 Ibe
664 Ibs
940 ras
341 Ibs
442 Ibs
580 fbs
4 Anchors ® 4.68' Min. O.C. / Standard (orOfiset) Clip (Fig. 3r
?SO fbs
7801bs
OW Ibs
1780lbs
3232lbs
540 Ns
560lbs
706 Ibs
14801bs
7461bs
12721bs
1692lbs
682 Ibs
885lbs
1120 The
8 Anchors a 1.71- Min. O.C. I Standard (orOfsel) Cip (Fig. 4r
1160lbs
1400 The
1010 lbs
25951bs
WA
WA
940 Ibs
WA
1065lbs
WA
WA
WA
1363 lbs
1770lbs
2240 lbs
4 Anchors Q T Min O.C. / (2) 2x5 Angie Clips / (Fig. 5y
7601ba
780 lbs
660 Ibs
1580 ibs
18M the
540 lbs
660 Ibs
WA
760 Ibs
748 Ibs
880 lbs
1892lbs
6822*
885 [be
1120 lbs
8 Anchae @ 3' Min O.G.1(2) W Angle COPS I (Fig. 6r
1560 The
15601bs
13601bs
3120 Ibs
3792 fbs
1080 Ibs
1120 We
MA
1520 lbs
1496 ®s
1760 fbS
3784 lbs
1353 ibe
1770 Ibs
ZN0 ibs
12 Anchors @ 1.5' Min O.C. / (2) WArgle Clips I (Fig.7r.
Iwo lbs
2100 Ibs
1440 lbs
1 3780 Ibs
WA
WA
1320 lbs
WA
1500lbs
WA
WA
WA
2045lbs
26M Ox
3380 IN
4 Andras ®1.34- Mug. O.C. I U-alp, into .125" Atum. (Fig. Sy.
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
NIA
1430 Ibs
8 Anchors ® 0.841 Min. O.C. I U4;Iip, into .125' Alum. (Frg. 9r
WA
N/A
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
2861 Ibs
2 Anchors 41? 4.66- Min. O.CJ F-Clip (Fig.10):
39014s
390 lbs
450 fbs
a901bs
ime Ibs
270 Ibs
280 lire
354 Ibs
740 Ibs
374 The
636 Ibs
948 lbs
341 On
442 Ibs
6601bs
4 Anchors 1.TV Min. O.CJ F- (Fig.11r
590 Re
70D lbs
605 lbs
1298 ibs
WA
WA
470 The
WA
1 533 Re
WA
WA
WA
682 Ibs
8B5 Ibs
1120 lbs
NOTE: FOR THE OFFSET CLiP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4. FIGURE & FIGURE 9: FIGURE 10: FIGURE 11:
• • • • • • •• • •
FIGURE 5. FIGURE 6: FIGURE 7:
ANGLE
• • • • • • • • CLIP
(FIGURES
• • • • • • • • 5-7)
MUST BE
• • • • • • • • USED IN
PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
F(DFANCHOR CAP.,-�A,,m)=ANCHORCAP..
MULLION CAP.,,,,,,,, FORMULA TO OBTAIN THE ANCHOR
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILJ
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATEi
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04W THICK (18 GAUGE). STRUCTURAL STEEL
BE AT LEAST A 25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S.
2'X8'X.25"
MULLION
W
PRODUCT REVISED
as complying with the ttitxft
Building Code
Acceptaueo M 16-02�8.03
i✓"-ir Datcv toil
%�
58705 '
ryZ
'."1,33--AXE0F �yU
til.(7ft(()P'•.(.
ks
A. LVONWILL. A, P.E.
FL P.E.# 58705
2
O