HomeMy WebLinkAboutProduct Approval (3) RECEIVED AUG 0 8' 2017
PRODUCT APPROVAL NUMBER :
NOA #16-0218.03
OPENING IDENTIFICATIONS:
Between Openings 2/3/4
M IAM bDADE hIIAIl11 DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC R>rSOURCFS(RER) 11805 SW 26 Street,'Room 208
BOARD AND CODE ADNIMISTRATION DIVISION T(786)315.2590 F(786)315-2599
NOTICE OF ACCEPTANCE MA) www.miamidade.goy/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION:
one:DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 630031 , titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29111, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-02-18.03
MIAMI•DADE COUNTY Expiration Date: May 26,2021
APPROVEOL�1 J!l! Approval Date:April 14 2016
Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-08.19.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
.through 25 of 25, dated 08129/11, with revision' B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5« Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
ManuR. 6-1,218-03 z,P.E.
Product Contminer
NOA N
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51' 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,signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube MuIIion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product Contr I E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: ��11
NON-IMPACT OR LARGE AND SMALL
MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE �, t
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............._._..I
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS...........
__..__._.1 tl a
ELEVATIONS........_......d..........._...1 -
FIGURE 1: o:
MULL702XWOOD.............._..,...2 0
MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES To BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS MULLIONS " X O
MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED A$'FREE-FLOATING°AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS BUT SHALL MULL 701X&NOTIESMASONRY-2 0
SEE DBrAILs�II INSTALLATION NOTES......_.-._.....2
A•D,crl; I g�E O NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL 7o MASONRY..............3
SHEETS 2-3 MULL TO STEEL STUD_._..._..._..3 �
_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL___......_._....3
TT DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.........._._...._._..3 z A�y
;\ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTT71NA7ATE cLIPs._.___.__.4 Q
BAY MULL INSTALLATION_.....M_..4
`�� i X 2 X.126 MULL SPECS._........6 J
\`\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t X 2X.376 MULL SPECS.._..._.,._e � _
INSTRUCTIONS. 1 X 2.76X.376 MULL SPECS._.._._7 0:M U)
SEE DETAILS / \I, 1 X 276 X.66 MULL SPECS_.,_....B W Z C$ Q
ATHRUG: Y i i i L 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.50D MULL SPECS.._..B m O p F
SHEETS 2a 1_ —_--- I _ 1 SEE DE o•LS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X4 X.376 TUBE MULL SPECS_11 Q o U)
1 _ ONLY TWO ADJACENT UNITS AT A71ME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN
1 I� SHEETS 23 1 X 4 X.376 T MULL SPECS——1i
-1
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X3.188 X 265 MULL SPECS-A2 : O
yE HENINi 116X3.26X.100MULLSPECS.....13 Z Wz m
MULL 5)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 325 X.624 MULL SPECS.,_14 R
LENGTH FOR 116 X 3.04 X.024 MULL SPECS_,..16 (a
HORIZONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.26 MULL SPECS--.----
SEE
PECS-.-.__.,_16 J Q
SHEDETAIL E, 2XBX.21XA2 S US_.__„_..17
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT
SHEETS 12SX211 X.126 MULL SPECS..- lL B �I
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED 70 PREVENT F N of
REACTIONS. 4W X 326 BAY MULLSPECS__ 20 Z 0 Q CO
45•X 326 BAY MULL SPECS__...20 Q O Z
MULLION 8 CLIP DIMENSIONS.__21.23 h Z m 00..O
FENESTRA710H 6)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGREGATOR NOAS EXAMPLES 1 62_...._.._..__.._2a S o
PRODUCTS MAY -
LOADING EXAMPLES.......�._......2fi N
BE OF ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W Y Y
MUST BE TlRiEO CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH f'-, Z fn to
-A[i i� \ BYPOT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U C7 Q 0 O
l _=T� d g-g z N (A
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. z0
/SEEDETAILS fO:0Q'
I HORIZUIlAt A•O,c,H; I 11)QUANTITY OF UNITS WITHIN AMULTPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING ,�
{II------ MULL SHEETS 2a WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LENGTH HORIZONTAL
MULL
LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD.
--'I LENGTH I"' F--OPE HING WIDTH-�-1 I`HORM MULL LENGTH—••N 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
7I—•I _ I 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR`TRIANGULARITRAPEZOIDAV.
OPENINGPRODUCT REVISED
4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A ON SHEETS b THROUGH 20 RESPECTIVELY,USING
HEIGHT 13 complyinga 4w FW"
FOR I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING 1F THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE BUdldinB��
HEI OPE MTG LENIIGTH DRW y �. l Dat
LLL EC7UERT.LL STEP yN CAPACITY(LBSIFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIF-M FOR THE OPENING 08TAINED IN p Floxptm=14 1 �'�'•
5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE DY t
ttt��� REPRESENTS THE WINDLOADTRANSFERRED TOTHE SUBSTRATE BYTHEANHORSAND MUST BEMETTOATTAINTHE FULLMULUONCAPACITY. MI°"i oR°duct
-Z�
OPFNIi
WIDTH
BSTRATE CONDITION(MULTIPLE
SINGLE MULLION SINGLE MULLION �FOAVERTi OP MNS IDTH AN HORISUBSTRATEIAN HOR-CLIL 6)FROM THE ANCHOR CAPACITY P PATTERN MAYPPL)TABLE ON THE Y)SELECT AN ANCHOR ET AND USING YCL P PATTERN OUR ACTUAL AND VERIFY THAT THE REQUIRED ANCHOR
�1 FORVERTICALMULL CAPACITY IS MET. \G' SF'•., Q
`1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS .
FROM FIGURE 1 ABOVE. 7)IF THE MULLION CAPACITY(LBSIFT°)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE = I`: No.55705 T'c
OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE -0;A
STANDARDS USED5)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 'A
.2014 FLORIDA BUILDING CODE(FBC),5TH EDITION "0".
OANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBWM OBTAINED FOR THE MULL1014 SYSTEM.THE LOWER OF THE TWO SH&I_APPLY FOR THE ENTIRE MULLED FENESTRATION ' AN '••.•RLORIOP•••'
*ALUMINUM DESIGN MANUAL,AOM-2010 PRODUCT ASSEMBLY. '�,CS�,' •••• ' �JG.`
•AISI.S100.07IS2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A!L ,I,Qq+J�P'E'
FLP. . 58705
DETAILA: DETAIL B: MULLION °
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X KSTRIP TYP.PERANCHOR
SiRATE, $ 4 v
OR WOOD FRAMING WOOD BUCK AND MASONRY AND LL
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) evoERS SEE SEE TABLES 1B-16B
SEE NOTE 7, M
I I
MULLION
1. ., :.. ..:. ...'; Ti m
SEE SHEETS a'. qa I MIN 2.7 KSI • •. EDGE
CONCRETE OR CMU','i I DISTANCE,
EITNERTHE .a I I I 21-23 FOR HOLE .d I I 1---•-F- J W
STANDAADO - 1 LOCATIONS n 1. I ,EDGEI EDGE DISTANCE SEESEE TABTES O 19-168 x �
OFFSET MULL o` I n DISTANCE m .a I a FOR MASONRY S O
CL P MAYBE
INSTALLED BY 4 < I II FGAWOOD 1 I ANCHORS W 0)
THIS METHOD-1 SCREWS �60'MAX FOR °.d n 1 I SIDE VIEW M Z
ALL MULLIONS c d_' - u ~ O J
_ ER}IER THE
STANDARD O U w M.4a OFFSET MULL ? a
4 <. CLIP MAY BE
d EXTERIOR ? ; A INSTALLED BY
e 6 THIS METHOD J N O Z
EDGE
e Q <. d DISTANCE n�
FOR n Z Q OI
a
MASONRY a Z
•e =EC0MKW-fMED
P IS ANCHORS co
N pr,
FORnEXTERIOR °d ° FLN-FED MAYY Y
OR D: HPES. V Z Q y
Q 4_ }
% O
TYP.ANCHOR 7YP'ANCHOR
7YP.ANCHOR PER SUBSTRATE. PER SUBSTRATE,
PER SUBSTRATE, SEE TABLES 1113.763 SEE TABLES 10.180
SEETABLES IB-168 EDGEIENO BUCNSTRIP
'DISTANCE AND
SEE TABLES ATTACHMENT
EMBEDMENT BUCKSTRIP 18-168 •� _ •.•a',:', BYOTHERS.
AND EMBEOMENf•..•• SEE NOTE I,
. ATTACHMENT L_`'
.41
BY OTHERS. SHEET 1.
SEEN E t.
SHEET'.
MW 2.T KSI CONCRETE OR CMU
• FRONT VIEW PRODUCT REVISED
SIDE VIEW oecomp{yindwilhYmr.Imfb
FRONT VIEW gnlcoBi a No 03
irelron Duty �20�
INSTALLATION NOTES: deliBdnd
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. III 1
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ` O"t\(4YND)
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��.•'JCCNSF'., P
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THETABLES ON THE J
FOLLOWING SHEETS,FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. = it (Jp-58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
•' gTTT7771 E O S,
5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED '0�:'•.!`LOIt10P•' (jam��
ELCO ULTRACON OR ELCO 1J4•S.S.AGGREGATOR MASONRYANCHORS.
A.LfNNIMILLF . E.
FL P.E.#58705
DETAIL E:
DETAIL C:
MULLION TO MULLION ® ARA
'I '12cN1N' SECTION NOTES:
MULLION DIRECTLY ATTACHED TO MULLION INTERSECTION
51;!
u
MASONRY STRUCTURE "� ' 1)MAY BE INSTALLED IN-TEE'OR-CROW o
(STANDARD CLIP SHOWN) �c INTERSECTIONS. 1 u
VAI IES 2)MAY BE INSTALLED HORIZONTALLY 92!
a!
1 " ' (SHOWN)OR VERTICALLY.
1 TYP.ANCHOR c► , N
EITHERTHE I - 1 I PER SUBSTRATE,STANDA3)SEE U-CLIPDRAWINGS,SHEETS 21-23 Yi .m
OFFSET MULL
I I SEE TABLES I8-13B m
OFFSET MULL _ TOP VIEW FOR CORRESPONDING MULLION. Z 1
CLIP MAY BE I I
INSTALLED BY 1I I I EDOEDISTANCE /--MULLION _O
THIS METHOD 1 I c FORMASONRY VARIES-I---�
ANCHORS
012 STEEL SCREWS,
SELF-DRILLING OR PRE-DRILL '2 a
I
' c tEXTERIOR
MULLIONANDUSESMS LU C3 m OEXTERIOR 4° 4 ^ MULLION 0 jEDGE DISTANCE a THEOFFSETCUP ISFOR AI+L�ONRY - a °„ RECOMMEN..FORANCHORS - 4 FWFRAMED ZINTELSECrLONWINDOWS,BUT MAY U-CLIP ' HZoT ERFRAUMEEDTYYPERS. Q Z �t
TYP.ANCHOR .4 ~ a•-
PERSUBSTRATE, 4 a . Q O O
SEE TABLES IB-13B $ CD p
TYP.ANCHOR SEE SHEETS 21-23 FOR N F••y¢
BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS � �J3 0 $
AND SEE TABLES 16-13B FRONT VIEW EDGE Z Q X SC
ATTACHMENT DISTANCE F N
SEETABLES O
EMBEDMENT.' !• SEE NOTE I,. 15430
SHEET 1.
EDGE
90 Ro
IV In
DISTANCE
MIN 2.7 KSI CONCRETE OR CMU 1 —SEETABLES SIDE VIEW N~ a m�
MIN 2.7 KSI CONCRETE OR CMU 1B-13B
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES:
STRUCTURE '
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
R PER SUBSTRATE,
\ /
SEE TABLES 1& B
13
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION � �-�(7 SEESHEETS (9 PRODUCT REVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR IIs complying with Iho Floft
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Coda
FOLLOWING SHEETS.FOR DETAILS A-D,EITHERTHE STANDARD ORINTERIOR CLIP MAY BEUSED. LOCATIONS AcceplanccX16
Expilsli Dote �QZ)
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION
By
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ® MIam Dado el
5)FOR MASONRY APPLICATIONS INMIAMI-DADECOUNTY.USE ONLY MIAMI-DADECOUNTY APPROVED —DISTANCE �`�` LYN+VR9���/�//
FOR STEEL STUDS THINNER THAN SEETABLE3Q\J�,.••••••.,�Cf• /
ELCO ULTRACON OR ELC01l4'S.S.AGGREGATOR MASONRY ANCHORS. 1B t38
FRONT VIEW 18 GA ANO COMPLAINT WITH THE FL BUROWO
CODE,A 2XWOOD BACI(ER MUST USED.
ATTACHMENT BY OTHERS :' �O 56'105
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW =
NOTES: LC=
1)FOR 2X WOOD BACKED STEEL STUDS,WOOD O'• . v LU
.�• LOF 4`
ANCHOR VALUES MAY BE USED. '�T '•.,fiLOR10P•' C?��
2)SEE CORRESPONDING MULLION TABLES, t�/ .``
SHEETS 5.20,FOR QUANTITY OF SCREWS. A.IL'YNn N rI�I�LEI'l,P.E.
FL P.EA 58705
DETAIL F: DETAILG: DETAIL H:
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
a o
a
SEE DETAILS A•E, 30.OR 45• s Y
SHEETS 2 ANDS FOR INSTALLATION BAY MULL
TO SPECIFIC SUBSTRATES. to
N
MUWONIIII {g S m
O O Z "" (!j
0 0 0 tj
O O
Fo O O O m W
O O TOP VIEW O N
a
SIDE VIEW
SHOWN WITH VX 4'X 125' TOP VIEW I 1 to
MULLION i I I I O J
TYP.ANCHOR F
EXTERIOR I I /—PERSUBSTRATE, 7 V
I I / SEE TABLES 16808 160 Z
I I
STANDARD MULLION CUP TYP ANCHOR
NC TRATE, I I + + EXTERIOR O N Z
MODIFIEDMONIL FR FIELD SEE TABLES IB-14B CD „ 1 7Tl Z
COIOmoNS + �' I vV�
1 I I rx6'ANGLE CLIP• Z Z Q 01 pl
I + 2PERMUWON END.MUST BE Q N
m I I INSTALLED INSIDE OF BAY MULL. N ~.Z O
MULLION 1 Q 3Q 8
+ I II I + I Q X
rX5•X.125• F'. N y N
tl i I
ANGLE CLIP Q ? a O O
\ I I I MUST BE INSTALLED 0.." Z N co
+ 1 I INSIDE OF MULL. �� �0�
I I
I
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-14B
INTO WOOD,
L� STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE
EXTERIOR ORMASONRY EXTERIOR
ALUM.CMU OR MASONRY MODIFIED IN•IFLD.
EXTERIOR
O £QOE;%%OP -®� �f9� rRODUCf R6wSED
FES ns complying with the Flmids
iT F Building Code
® I ® IHTO WOOD.STEEL, Accept c Dm 16-0218• 32)
® ® ALUM.CMUORMASONRY EDGE O �1.�
DISTANCE Uy
PER Miemi Ihodud'
ANCHOR
DGE
DISTEANCE
PER ANCHOR O NOTES FOR INSTALLATION OPTION G I H: C",I
NOTES FOR INSTALLATION OPTIONS F. 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. '�LG£Nsg
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28"X 2.11•X.126'MULLION. 2)DETAIL G:SEE TABLES 19-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE IyD,58706
LOCATIONS. -
2)SEE TABLES IB-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. T1. g 6 i
3)DETAIL H:SEE TABLES 16B OR 189 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE y
LOCATIONS.
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ��CJ.��• FlORLO C7
E.
FL 68705
TABLE 1A
Mullion Capacity Table Ib9
Opening Width(forvorVicelty spamh(j m+ilons)or Opening Height(forhorimrlally-spamlrg nvillorw)
IG
601n 601n 701n goon 901n 1004 1204 1401n ISOInRectao011er TnpMana• Rcotan9Uar Tteplidenp. RaWguier Trsp?defg, Rectrfpuler T/ep/01ang. Reebnfl44w TroplTrlonB Retdeftpdiaf 7npRdonp, RoatwfpAer Oenp. npulsf Trep7Mwg. Rat er 7taplTdanp, ~a'
1%2%.126 loading Loading Loading Loadog Loading Laadfg Loadrg Loading Loading Lowing Wading l.oadnp 1-coding 1u48np Lo°dnp loadnfl In ng �x U
AIOm.Tube _ _ fig.. _ _ A _ ,'? L'_ _ g _ g p da' _ _ _ _ _ In
LL
-Mullion
Cq
O
424 111.0 408 120.6 332 93.2 406 H5.5 325 7%8 400 107.0 321 69.9 408 104.4 319 821 405 104.0 319 55.0 406 104.0 319 46.0 405 100 319 39,9 40111104.01 319 35.0 408 1 t041.01 319 I
J W
461. 74.0 312 03.6 260 824 712 7].4 252 63,6 312 87.0 218 48.8 S12 032 218 41.8 312 81.3 214 37.6 312 01.0 2M 312 312 81.0 244 28.0 312 01.0 2M 27.4 312 81.0 244 = _
50.625 In 63.9 281 70A 234 63.2 201 61.6 228 45.6 251 55-7 224 39.9 281 52.1 272 33.6 281 60.1 220 31.0 201 49.$ 219 20.6 281 40.3 210 220 251 49.5 219 200 281 49.3 219 W -3 O
CD
614 620 247 57.6 207 43.8 247 49.8 202 37.8 247 44.6 190 32,9 247 41.5 196 20.2 747 39.4 104 28,3 247 364 193 21A 247 30.1 103 18.6 247 90.1 103 18A 247 30.1 193 ? M
601n 58.4 200 419 1TO 320 200 35A 168 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 21.1 159 192 200 26,9 157 18.0 200 20.0 156
J
034 33.1 181 35.3 155 27.6 181 30.3 152 23.7 161 269 148 20.7 181 24.5 146 18.4 let 228 144 t8.6 lei 21.7 143 S`
804 20.0 166 30.6 142 24.0 165 20.1 139 20.0 166 211 1 136 1 16.0 165 21.0 151 � N �?
724 222 139 23.3 120 18.6 139 IBA 110 We 139 17.6 118 Z
764 18.0 125 10.7 100 167 125 10.8 t07 Q J .r-• d'
75ln 17,5 110 102 104 Z J
7 Q N _o
TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: 2 Z m q
AachorCapacityTable jibs) ANCHOR CAP ,,,,
SubeUal6 27k Wncrele 15k Caro. IfelowCMU F9led= PT VQaod Mete) (DP_)X( )=ANCHOR CAP.,,, N Trn 80 �
MULLION CAP.,A,,,,�
918-Elco 11488 Eta 6fIV Elco 114.88 Elco 61061ed M2 91W 01281eA W X Y
Anther T7pe. 3116'Elco 100econ 114 Eko Uareom 3116'Ebo Ubxon 1N'Eoo URnscon
Anchor Clip Patt9m6 ultacm Agp scala u5rscon AppreBata sgnw(G5)9e ew(0
5) 8crsw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR X to
Edge Ghtence W. I- 2.1R' 1• 2-1W }Im• r 24ir r 2-1m r 3-va r 0.49' 0s4 o.3w CAPACITY REQUIRED'CORRESPONDING TO AN U Q
EmbadnadM 144 I-wr 1.314 t-314' r 1.114 1-v4' 1.114• 1414 1414 1414 2- 1.319' 14W wiles ACTUAL PRESSURE REQUIREMENT FOR THE
2Anclrors C 4.75•Mln.O.Q 18Wdard a 05eN pip(Fig.tk 390 os 390 Ws 450lbs 090 Ws 15441bs 2701bs 2801be 354 ba 740 We 3741b6 664 Wer 946 Ae 341 Ws 4421b3 680159 OPENING,WHEN IT IS LOWER THAN THE MULLION 0. Z 00 ink
4Anchors®1.15'Mln.0.411 SWW td(of O1se0 COP(Fq-2k 480ibs MGM WA WA WA WA 380lba WA WA WA WA WA 652 no 963it. 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED
A Anclror6 G 3'Min O.Q 1(2)245 Angle mps r".3} 760 ins 760 Ws ego as two Lbs 16M Wer 640 We 5601b3 WA 700Ins 748 W3 ON The 18921bs eez� 885 lbs MOM MULLION.IT WILL YIELD A MINIMUM ANCHOR a df d€
2 AMhors 60.45'LOe QQ I U-cn0,Into•125-Aym.(F10.41 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 715 Ae CAPACITY WHICH MAY BE USED TO QUALIFY
1 AntWI F.c9P(Fp.5T les On 105 Wn 225Ib3 445 FA 822 Me 135163 140 The 1771bs 3708w 107103 332 Ws 475W 1704. 22110 280 db ADDITIONALANCHOR OPTIONS FROM THE
2Anchae MY Min.O,CJ F.O .8. 240 gn 330 Poo WA WA WA WA 190 lbs WA WA I WA I WA I WA 341 We I 442lbs 1 560 Wi ANCHOR CAPACITY TABLE_
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
. .
F'0
• pRODI1CT REVISED
I)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. es complying with f FIbdft
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -•( 1.000' nuilding Code s-'!
Accepinnc6 Plo `
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16R OPENING WIDTHS IS ALLOWABLE Ex fmtl Dat°
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. By
• . • • Miami e!
HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
\\ 111
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125• \`\p0�Y NS MI1(F�,'�
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREATED
FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 6063T6 AND BE A MINIMUM OF.125
•
• THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT t•X r x.125^MULLION �y.;;- p1o.5137u5
LE ` 1AND 3CANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND
THMAT MATERIAL.#0ANHORS INTO WOOD MAY BEEEL,1& S.S.OS.S. = _
01
A.LYNyn� (R1b.E.
FL P.E.#58705
TABLE 2A �
Mullion Copophy Table Weng
Opening Width MvelU0ally-Bparwil mUuons)orOpening Helght(forhorizolltaly-aparriigmllntore) 6
501. 60in 70In 1 00 In 901n 100 in I 120N 1491n 1BO In p
Rectengulw TrWTdang. Rect.,9Ner Tntprrda% Rca+agalor Tr4pUOU Raelargr4ar Twita ng. RoeNngwlar Roprrdang. Reelana sor 'Iftoo na. Reota eAu Trapridarq. Rodergdor TM dare. ROC1Orgulet TreplT11mo. u
1 x 2 x.376 Lowing Wading Loeting Loading Leading Lowing lowing tend no L.w g Loading Lo8*0 Loading Lowing L*W q Loafing Lowing LOW" LosOrg P y,
Alum.Tube
Mullion LID
z �° � NF-
4iN 11740 B70 170.8 435 165,3 B02 170.0 476 128.7 667 1740 608 113,6 Bat 189b 678 100.8 662 1898 617 BOB 662 1898 61T 76.T 662 16flB 617 BLB 832 1058 617. 6a7 662 1858 617 W
491n 121.8 607 7350 418 107.4 6W 178.2 410 88.8 607 108.7 408 740 607 1028 398 67.6 507 99,8 391 60.8 607 850 399 6O7 607 99,0 389 43,4 607 09.0 388 38.0 607 09.0 388 N
50.626 In 1027 468 11l8 3T9 894 468 g5B 371 T41 456 90.8 .364 e4.e 468 946 360 676 456 61.3 367 61.8 466 80.0 368 432 456 80.0 958 37.0 458 BOO 358 324 459 00.0 356 `2
64 In 044 400 93.3 336 71.2 400 00.9 37B 61.0 400 727 372 63.4 400 67.3 318 47.5 400 84.0 315 427 480 623. 314 35.8 400 91.9 313 30.5 400 61.0 313 28.7 400 61.8 313 LU G
117
60N 823 374 68.8 276 6LB 321 57.6 270 44.5 324 51.2 264 3aa 324 498 268 34.6 324' 43.9 257 31.1 324 420 286 290 324 40.6 253 22.2 324 40.6 253 5a6 374 446 263 J
63 In 53.8 204 67.4 252 44.8 294 49.2 20 38.4 294 43.6 241 33.6 284 39.0 237 20.8 294 37.1 236 299 X. 35.2 232 224 204 33.6 230 19,2 294 334 230 ISO 294 334 230 2
go 68 N 48.8 260 448 230 39.0 28e 424 226 334 268 97.6 721 28.2 2B0 341 218 290 268 3L8 116 23.4 269 7&6 212 198 T8e 28.0 210 78.7 268 27.7 209 14.6 268 2'J.7 209 Z
i 721n. 390 726 37.8 106 30.0 225 322 191 25.7 225 26.4 188 726 225 26.8 186 20.0 225 236 162 18A 726 721 180 16.0 226 20.3 577 729 225 199 176 11.3 225 106 176 2 N w
IBN 30.6 202 320 177 756 1a2 27.2 173 21.9 202 7&0 178 19.2 202 21.5 157 17.0 202 19.7 185 16.3 200 18.4 103 728 tad 1B.7 1e0 10,8 202 ta.B 158 90 282 1S8 158 : 2
TO In 29.3 161 ?QB 168 236 182 251 1185 201 198 720 162 17,7 192 +a7 169 16.7 582 1fl1 157 14.2 7B2 190 166 111E 492 152 752 101 7B2 144 150 HB 182 141 160 Q J
BON 196 144 10.0 128 15.4 144 191 128 Z Q N O
891n 157 127 198 113
TABLE 2B 06NCHOR CAPACITY ADJUSTMENT FORMULA:
Ancliar Ca a Table(lbs) ANCHORCAP.,�,,,, X
BuD4treta 27k Conorote 3.5k Dam. N410"M FYkd qdU to Motel (DP)X( )=ANCHOR CAP.„„
5111V EIOO VC 69 Elco 6118•Moo IIV 88 Elect 610 8kx1 172 6ten e12 Steel MULL10 4 CAP,,,e,,_ (_ X N to
Anchor Type; Y78'EIoO Ukmcm 114•EIwUItIOom Y1fi'Ela l9lraem If4'Eleo lltkeCal
AnchorC6pPeGeme tlBmcon Aeerecata UVeeon Apgrecamr 9aew(G5)sone7v(05) Scmw(o5) USETHISFORMULATOOBTAINTHE•ANCHOR Q _ I
Edge ol4twnce Ont. 1• 2-ire I. N2-1Z 3•Iff t• 2.117 r 2-Iry r 3.116• r 446• 454• 0.324 CAPACITY REQUIRED'CORRESPONDING TO AN IL Z SO I
Embedment N. taro• 1•Y4• 7-Y4• r Pir 1.tic 7Me 1.174•. 1.14• 1.114• -r lore• 1.1lB•. wrkL ACTUAL PRESSURE REQUIREMENT FOR THE
2Anotmn 4.76' .o,C.I8tomMorgmtRW(Fq.It: 390Im 399 D4 450 ms 1644 ca zrog4 280913 364034 146103 -374-17' 60. wetew 341+m M2I 560703 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Armhaa®11.15•Mir.O.C.I gland"WOlbel)Cdip(Fig.2r 480 A4 700,1134 WA NM WA 3B0 Im WA WA WA N/ WA 682 a8 8BS Im 11 Na CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AR0106 rMin.O.C.1 )2c6A+go Cops I(Fig.3); IBO o9 Too Im ON Im lege" 0" 569 ba WA 700103 748103 swim 1892103 882IM 885103 t MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Amha4®OAY Mh O.C,I U421p,krN.12V Alm:(Fq.47. WA WA WA NIA WA NIA WA NIA WA WA A A WA 71 Bp CAPACITY WHICH MAY BE USED TO QUALIFY
tA.chor/F421p FI0.57. 195 Ws 119565 225103 822103 135103 1401ba 117103 370Im 1B71m Mitts 473103 170103 221103 280103 ADDITIONAL ANCHOR OPTIONS FROM THE
2Anchom IMP Min.O.4/F431 (Fig.ft 240103 350 Yrs WA WA NIA WA 190 We WA WA WA WA WA 1103 4421ba 080103' ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT REVISED
as complying with do FWdla
11 IF 1111 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABm
LES AND SHEET 25 FOR INFORMATION ON LOADING. Beildu1g Cad,
A •02 j
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, Ece4ptanutItphation DalonzoEm 07,1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 1S ALLOWABLE BY
FIGURE 3 M14Q11 l
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.000• 'illifill
I F • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-28. t� h1( LYIJ,y 9/ �i��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PAIRS. .315' •'' tSCENSF .,`p
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED
FIGURE 4: FIGURE 6 FIGURE 6 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T 1 1i: No.56705
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-76 AND BE A MINIMUM OF.126°
THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT VX 2'X.375'MULLION _ /S.T�E-
_
LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •p ,G{ b . 0THE MATERIAL#10&#i2 ANCHORS INTO WOOD MAYBE STEE4,18 8S.S.OR410S.S. F UVJ/
'iii`'•.-F(ORA)P.•''
A.�`NN M11104.,P P.E.
FL P.E.#68705
TABLE 3A
Mullion Capachy Table flbsMS
OpeningWldth(for veRjcelty-speryl MUllons)orOpening Haight(for hoA2orDelysparringmUpom) q
60In 60 in 701n 00 in 00In t00In 120In 1401n 1601n1 X2.76 X Raatml9ukr 1FajY1den0. Rectenpi6er Tr■pmero• Nectanpuior 7jeplTdero. Rocte11W4■r TreprDleng, Reetn a TnprNenp. 8-011010or Yopfrdam. Reet■npulr Ttep UMV nect■war Tmplmaro. Raounp.6er Tint N■ng•
Loading Loedro Loadng Loadrci Loadro Laaaro Loadtg loadna Lo¢Gro Uoedn9 Loadmg Loadng us** .Lancing Loodoo Losdro Lorin➢ loadro Y
.375 Alum.
Tubo . a P b . ta
Mullion h � �� h� � � � _ � � � � � � g a� �N m
g z ~
O
421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 606 170.0 992 170.0 me 170.0 111➢ 170.0 6211 170.0 1240 170.01 621 146.7 1301 170.01 621 1127,6 1301 170.0 5211 111.6 13011170.01 521
45 In 170.0 708 170.0 624 170.0 650 170.0 561 170.0 991 170.0 630 170.0 1133 170.0 661 151.6 1139 170.0 SR 138.8 1139 170.0 See 113.9 1139 170.0 650 97.8 1139 170.0 580 65A 1139 170.0 680 J 65 111
50.621 In 170.0 747 170.0 66S IT0,0 696 170.0 631 167.8 1032 1740 654 146.6 1032 170.0 723 130.5 1032_ 170.0 747 117.4 1032 170.0 756 97.8 1032 170.0 760 83,e 1032 170.0 756 73.4 1032 170.0 750 W G o O
541n 170.0 797 170.0 612 1613 007 170.0 691 1382 007 154.7 730 1209 907 1526 720 107.5 007 145.0 714 9&0 907 1414 710 816.6 007 140.0 709 69,1 90'7 140.0. 709 60.5 .1107 140.0 709. m O F"
M
601. 141.1 735 161.6 625 117.8 735 130.3 611 100.8 735 118.0 599 6&2 735 106.2 600 70.4 ,735 899 683. 70.5 735 g&1 570 66.5 735 919 674 5DA 755 91.8 874 44.1 735 919 674 O J
6361 1219 666 130.0 570 101.6 668 111.5 657 87.0 666 969 547 78.2 866 90.1 638 87.7 668 639 531 809 668 70.8 526 50.8 888 759 '571 43,6 666 75.8 521 3&1 666 75.6 021 j V
6614 108.0 607 1124 622 88.3 607 88.1 611 75.7 607 65,0 601 08.2 607 77.1 493 88.9 607 711 468 53.0 807 0.8 481 M2 697 -A 478 379 607 82.7 474 33.1 507 62.7 474 Z' Ill z
g
p 2
7210 01.0 010 85.8 445 640 510 73.0 431 68.9 110 64,3 428 51.0 610 57.9 419 45.4 510 53,3 419 40.8 510 50.0 406 34.0 810 15.0 402 29.2 610 44.4 399 25.0 610 443 39➢ ? J '�(
T61n 89.4 1158 726 400 67.8 458 61.7 382 46.8 158 61.1 355 113.4 458 46.E '375 30.8 466 N.B 373 34.7 488 41.6 388 20.8 456 37.7 382 24.8 458 68.0 369 21.7 458 35.7 355 Q ? ��L�
To In 642 435 87.0 381 63.5 435 589 373 45.9 435 49.8 368 40.1 435 44.7 360 35.7 435 409 355 321 435. 30.1 351 28,E 435 34.4 944 22.0 435 328 S41 20.1 435 32.2 340
go in 41.8 327 47.1 200 34.8 327 30A 296 289 327 51.8 250 2&1 327 28.3 275 23.2 327 25.7 271 20.0 327 23.7 208 174 327 21.0 262 14.9 327 19.3 260 Q n N O
j- M 8
981. 34.4 287 35A 257 28.7 207 299 267 24.0 267 20.0 248 21A 287 23.1 244 19.1 287 20.0 240 17.2 287 I&S 237 14A 287 18,9 232 ><�'O
1031n 243 227 24.7 205 202 227 20.8 201 17.3 227 10.0 198 16.1 10.0 195 W N -
1111n 223 215 227 194 15.5 210 18.1 191 16.9 215 1&8 188 fl' 1`
/V In U)
120 in 17.6 184 17.8 167 V )<
BLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: D �r ZOO s CO.
Anchor Ce aci Table Iba
ANCHOR CAP.,, ,,,• �m�
8W31reta 2.7kCanrete 3.5k 00M. Ho1owCMU FnedCMU PTNbod Me1a1 (Dl;,,)X{ )=ANCHORCAP.,,, ^
VII Elco tra•SS Eko 5/tr Elco 1/Y SS Ebo Me Steel N1za1e➢1 912steel MULLION ��
Anchor Clip Paltems Anclnr>yPa 9111 Eko UlhacSn 114•Eko Ullncon 3111 Elco Nbecan 114'Ebo UOreaon
Ntreean A9geG■IN 11WElc le SS
McStel 012ate6) Screw(05) USE THIS FORMULA TOOBTAIN THEANCHOR
Edoo Distance Oft I' I 2-I? r 2-1E341V 1• 2-11r V 244 r 3•1lr z 0.48' 0.54• p.324 CAPACITY REQUIRED`CORRESPONDING TO AN
Embednenl(InX I V4r 1 1.34' 1.314' 1-3xe r 1-lie1•t N• 1.1x4' 1.114• 1.114' 1.114' 2- Iarr 1318' unto ACTUAL PRESSURE REQUIREMENT FOR THE
2Anab3re Q 4.751 Min.o.a l 9nMard or Oka rip .ly 390 Ib3 1 3 bs 450 w3 we W6 644W9 27016■ 200 ft 354 Ibs 740 ho 97410e W4 Ibs9481bs Ul 44215. 590uu OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchara 0 1.17 Min.O.a I Standard(a Othet)CUP n.21: 4801bs �N/A
WA WA WA WA 3601b3 WA WA WA WA WA 662103 8851bs 1120103 CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anchon®3'kOn.0,a/01 WAngbM R .3) 780e 660 W3 155D1bs 10981ba 540 ma SOD Ibs WA 760 roar 748lbs 850513 18921b3 682043 0851be 1120W MULLION,IT WILL YIELD A MINIMUM ANCHOR
2 Aneha3 445•Min.O.C.l U_a kao.126'Alun.(Fa 4T WA -t8A WA WA WA WA WA WA - WA WA WA WA NIA 715 te CAPACITY WHICH MAY BE USED TO QUALIFY
t Anchor/E21(Fp.5) 185163 225 to� 445 03 822 Po3 135Ibs 1401115 17716o 310111■ 10710s 332 ba 473IW 110153 221 ibo 280 ma ADDITIONAL ANCHOR OPTIONS FROM THE
2AW.Un IAV Min.-I FL1 Fp.6: 240IDS WA WA WA WA 1901bs WA NIA WA WA WA 341 In 442lbe Oeo In ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 6CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROI7DUCr RBVISSD
as complying will the Fla th
building Code O,f�B•
FIGURE 1: FIGURE 2: Bxpimitan Dan,6• �O$i
TABLE NOTES:
• • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By I j'tdduq Lys/}
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. (�
FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. `\���t { LYNN�w��
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760• ��a�� %CENSE'•eFp
Fie 'a I F I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS 4 No,58705 rY F
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ++
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED 4 _
FIGURE 4: FIGURE 6: FIGURE 6; :•,0'. R
YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" V
• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT U /1 E�f �l/:
® 1•X2.7b'X.375'MULLION T •'•.,FCOP••'• �:
• • . LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ';Cc ...RID..• C�.
THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,1S-8 S.S.OR 410 S.S. P.E.��,5��'/r GC,
A!41ff� ( �4fsR,P.
FL l�E:�58705
TABLE 4A
Mullion Capsehir Table Ibs1R1
Opening WId81(for vettica*spandrg mWom)oro ening HsIpM(forindmrr6Y) living mitibrn) y�►�1s~i�
50In OO In 701n 5010 201n 100 in 129 In ION 1601n !�
1X2.76X Roctsnyf0r RaImang. Reolaroff 7nprfrWg, Rootmg9lar 4aWTdoftg. Reclangdar hepRderrg. Raclarpllar 7r4prMarp. Rederptiar TroplTdetyl, Raolenpda TrripllOurD. Watan9st4r 7repRdang. Reci4+rpdry heplMup. �l o: ;b5
.860 Atom. Loading loading Loadnp Loading Lowing Loading feeding Lo"al; faaag Loading Loaowing ding Log Lowing LoednO Loft Loading LoadingLowing 92: 0
Tubo �Yi �yi Y� 'g., gip Fag.. �$ ' '�g'.. mss„ _ _ D_ 'pg 'gg_ _
NW10on a 4� g � R � ti S� 3 B c3� c� � � �� rS 8 cli
oil au,Ioil Ii I I II II - III 1 1a �I �1 1.1
O
42 In 170.0 020 1170.0 435 170.0 744 170,0 478 170.0 000 170.0 500 170.0 992 174LOI 519 170.0 1118 1170.0 521 170.0 1240 1170.0 1 521 170.0 1468 170.0 521 158.71 1001170.01 521 1336 1620 170.01 621 J.1 w
45 In 170.0 708 170.0 524 170.0 650 170.0 684 170.0 992 170.0 010 770.0 1133 770.0 081 170.0 1275 170.0 677 170.0 1417 170.0 NO 141.7 1417 170.0 550 121.5 1417 170.0 600 106.3 1417 170.0 850
50.67510 170,0 747 170.0 501 170.0 M 170.0 631 170.0 1048 170.0 564 1740 1185 170.0 723 1628 1288 170.0 747 54&3 7200 170.0 756 121.8 1288 170.0 7511 701.5 1206 170.0 7511 01,4 1280 170.0 759 W G Q
170.0 707 170,0 612 170.0 056 170.0 eat 170.0 1118 170.0 754 150.7 1130 1 133.9 1130 170.0 837 12DA 1730 170.0 556 100.6 1130 170.0 801 80.1 1130 170.0 601 75.9 1130 170.0 051 V)
to
6011 170.0 865 170.0 701 148.5 015 7523 761 1255 915 144.5 740 100.8 915 1323 735 07.8 815 123.9 726 57.9 915 110.5 720 732 915 114.4 716 82.0 915 114.4 715 ace 915 114.4 715
8301 late 830 181.0 TIO 126.5 030 130.9 694 1055 030 123,2 681 94.9 830 1722 670 84.4 830 104.0 682 Me 630 BOA 656 83.3 630 94.5 640 64.2 83D 94.1 840 47A 830 94.1r4l
�
Z n m
n 0841 1321 757 140.0 850 110.0 757 119.6 036 94.9 757 105.9 024 02A 767 00.1 614 73A 757 NA 800 86.0 757 54.2 800 650 767 70.0 693 47.2 767 752 601 41.3 757 78.2 N �
,s
72 In 101.7 830 106.0 5S2 64.8 ON OLD 540 727 636 00.1 590 03.6 638 722 521 60.5 638 68.5 614 50.9 636 023 506 42A a38 57.2 500 38,3 636 653 497 31A 638 65,2 J W
Z
78 h 86.5 671 ODA 498 721 571 78.6 488 "Off 671 07.4 479 64.1 571 60A 471 48.0 571 I2i.6 484 ail 57t 51.5 X17.9355
0 451 30.0 671 44.5 447 21.0 571 44.5
7810 60.0 542 83.4 474 657 542 70.6 455 57.1 542 827 456 50.0 612 557 449 44.4 542 51.0 442 40.0 542 t24.0
9 429 20.0 542 446 425 25.0 542 40.1 Z Q N G
9010 521 407 51.7 361 43.4 407 45.4 355 37.2 407 39A 348 326 407 35.3 343 28.9 407 321 338 240 407 1 327 16.0 407 24.1 373 18.3 4W 230
BOh 429 368 4{.t 320 35.0 355 37.2 314 30.7 358 32.4 300 256 356 28.0 304 23.6 350 251 300 21.6 356 0 280 15.3 35e 1&2 284 )C � 0-
10810 30,1 287 30.8 255 26.1 283 26.9 251 21.6 261 226 247 18.0 283 10.9 244 16.7 283 10.0 240 15,1 283 rWryy r
11117 27.6 207 20.3 242 23.1 207 238 230 10.8 281 20A 235 17.3 287 18.3 231 754 287 10.5 226 r N W rA
Win 220 229 22.3 209 1&3 229 1&6 205 157 229 16.2 202
X
U N OI
TABLE 4B
ANCHO CAPACITY ADJUSTMENT FORMULA: .0 liQ
Ancbar C ael Table Ibs ANCHOR CAP.,,„- _
9raatmla ITL CAvrets 3.59 Done. Re1arCMU F9ed Q1U PTWsod Mehl (DP,a,)X( ANCHOR CAP... N-3�,
SIir Eks 114.60Elee&18•Elco 114'88EI00 11106teat 12stael Yf28ted `MULLION CAP. ,,,,.
MeherCllpPaaema Mcnorrype 31tGEkouilrocan fr4•Ekougacon u1Yxoa 3IB'FJcouleseon fI4•Ek0U5rxpr AMmOator Ulancon AgWeCator 8craw8T5 BgsrT(CS saaw(a51 USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edge Diatenee M7 1• 2AW r 2412' 3-tv f- atm t I 2-W r 3.18• r 0.46• 4324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emaemn.u(in). taro• 1.314' tarn 1.314• r 141r 1.114• ii-v4' t-v4• 1-114• 14te r faro' I tare' r %Ws ACTUAL PRESSURE REQUIREMENT FOR THE
2A"rohon®4.TV'Mh OLQI Wndafdor0lad (Fig.i): 320 lbs 3901he 4501bs 8905 10445 270 PA 280109 334th' 7401E 374165 6641ba 9465 3415 m 5009. OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Ancbm 01.15'Min.O.C.l Standard(or ObOO C11P(Fig.21: 480 m 7001bs WA WA WA WA 390169 WA WA WA WA WA 66205=k n20 m CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anelon®3'MiO O.C.1(2)2s5 Angle Cltps I(Fla.3] 780®' 7801he NOrbs 1580TH 18989. 6405 56D IM WA 780Is 7481' 0601ba 1892100. 862150 112DIW MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anchors®0.46•Mir.O.G l U471p,Inlo.12V Alum.(FIg.4k WA NIA WA WA WA WA WA WA WA WA WA WA wA 715 we CAPACITY WHICH MAY BE USED TO QUALIFY
1 kMor I FCip(FIp.Sl Ig5m 1959. 2251+ 445Ic eat lba 1351ba 1401bs 1771' 3705 tell. 3321W 4135 nom 7219. 2B01W ADDITIONAL ANCHOR OPTIONS FROM THE
2AmtAa 11.1S'Mir,O.CJFC11 6 .8 2490. 35010.1 WA WA WA WA 1901be WA WA WA WA WA 3475 4425 SBOWa ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, as complyinswilhdlo FE"
Emldins COda VV-6'l,1lai-
FIGURE 1: FIGURE 2: TABLE NOTES: Accept0are No $07l
• • • • •--1 Papwdion Dab �
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MuaO `7d Pr rll
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISALLOWABLE. \`��U .•, �� ���
FIGURE 3: :�1.."%CFNS$'•.C� ��
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2.150' C
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 7` NC,56705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. //
ANGLE CLIP MUST BE USED IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 8�. 0 (/L' I� CC-
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G80.WOOD SHALL BE PRESSURE TREATED _1. .h•, `
FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606'6.75 AND BE A MINIMUM OF.125' S AT-OF .41.�-
THICK STEEL STUDS TO SEA MINIMUM GRADE 39 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT
'�• FLORIDP.
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'%.850'MULLION ��s '' ........
THE MATERIAL.#10&912 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 S.S. /r//1?10N
��llll��J IILLIILL�� JJ A.LYNN MILLER,P.E.
FL P.E.#56705
TABLE 5A a a`
Mullion Capitally Table Iballej
OponlnOWidth(for verSra*9parWrgmulknis)0 paNnpHslpht(torinrlmde"ontitgmlll1ow) C!
501. 8010 70 In 50 in Soh 100 in 1201. 140n IGO In O
Reclariy4lw Treplll}an0. Rasialgofar TmWrlwiy. Rocirnpelu Tko"eW. Ractwwar Trap7hlarr4 Reclmpft TrWTdai9• Recunpdar TMWftri0. R00100lr 7rey1M"no. RaMrgdor Tip anti. Reclerpdor TlmplidUr9. 4
1"x3.125"x toadnp Loadnit Loadnp Waring Waring Loodn0 Ladn9 Loadaip ramft Lowing LadnO Loadn9 Losd4W Lwdno Loafing toadnp Loafing lxmdnp �Y
.000"Alum a �. � v g f,. ##
11 1
$ a 0
421. 170.0 ON 170.0 435 170.0 744 170.0 418 170.0 855 170.0 508 170.0 807 170.0 519 170.0 1110 170.0 621 110.0 1240 170.0 521 170.0 1455 110,1) 521 170.0 1735 170-0 521 154.E 1002 170.0 521 3 W
451n 170.0 708 170.0 524 179.0 550 170,0 684 170,0 M 170.0 670 170.0 1133 170.0 651 170.0 1776 170.0 077 170.0 1417 170.0 080 157.7 1577 170.0 8110 135.11 1877 170.0 000 110.2 1577 170.0 Wit : _
60.8251. 170.0 747 170.0 93 170.0 098 170.0 031 170.0 1046 170.0 854 170.0 1105 170.0 723 17QD IU5 170.0 747 170.0 1494 170.0 758 141.7 1495 1700 759 121.8 1495 170.0 756 108.3 1499 1XII 766 C3� fA
6410 170.0 797 170.0 012 170.0 958 170.0 891 170.0 1116 170.0 764 1TOA 1275 170.0 503 1841 1401 170.0 537 140,6 1401 170,0 050 124A 1401 170.0 551 10BA 1401 170.0 581 93.4 1101 170.0 801 m O rOl�
00 In 1740 885 170.0 101 170.0 1003 170.0 797 5545 1166 170.0 078 1347 1168 107.0 978 1233 1150 1501 917 111.0 1155 140.7 910 0215 1158 144.5 003 79.3 1168 144.6 903 SOA 1168 144.6 993 Ir-
03
031. 1T" 930 170.0 745 IWO 1010 170.0 859 137.0 1049 165.5 000 119.8 1049 t41.7 548 108.5 1049 1320 WS 95.9 1010 125.6 IRS 70.9 1049 118.3 020 Bab 1849 118.0 519 649 1049 IWO 519 �
Win 106.0 006 170.0 709 139.0 065 151.3 604 119.1 055 133.7 785 104.2 955 121.4 776 920 055 112A 745 93A 065 1044 767 59.6 955 98.0 744 694 965 B8,7 740 521 9% 98.7 740 12
W n Z
,4 72 N 128.5 803 134.9 691 107.0 003 114.8 052 81.8 803 101.1 070 80.3 503 91.2 650 714 541 63.0 619 04.2 803 TSA 642 535 BD7 72.2 832 45.9 005 69.0 570 141 500 89.7 027 J
76 In 109.2 721 114.1 829 91.0 721 97.0 010 70.0 721 56.1 605 68.3 721 70.5 595 80.7 721 70,1 508 54.0 72t 65A 570 45.6. 721 59A 569 39.0 721 50.6 584 34.1 7211 50.1 503 Q ' r
781. 101.0 504 105.0 599 44.7 854 544 567 722 884 744 678 83.1 884 70,4 687 541 654 64.4 668 60.5 684 640 551 421 ON 54.1 541 30.1 004 54.3 638 314 051 504 531
800 65.6 514 67.0 455 64.0 614 57.3 448 47.0 614 60.0 MO 1..t 614 44.8 417 38.6 614 40.6 427 320 614 37.3 421 21.4 fi1f 35.0 412 23.5 511 50.4 400 20.0 614 28.0 403 Q 1171 Z r
r �o.o
961n 54.2 452 65.7 404 45.2 452 47.0 3W 30.7 452 40.0 390 330 452 30A 304 30,1 452 32.8 378 27.1 4112 30.3 373 22.0 452 20.5 306 10A 452 V273
452 22.5 355 rn N� �
1081. 35.1 357 38.0 322 31.7 357 327 317 27.2 357 244 312 238 357 25.2 305 21,1 357 127 003 10.0 357 20.0 290 15.9 S57 18.0 203 130 397 367 i5A Z83 W OV
111 N 35.1 330 SSA 308 29.2 135 30.1 301 25.0 338 26.1 295 21.0 338 231 292 19.5 338 20.6 280 17.5 330 18.0 284 14.0 338 16.5 278 126 338 338 13.5 2501201. 27.7 209 28.2 283 23.1 289 23.7 259 19.6 289 20.5 258 17.3 208 141 292 16,4 289 15.3 249 13.8 2011 14.9 740 11.8 259 126 210 0.9 288 289 110.0 232 Q a- Q` O OI
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: g Z�O�QI
AncharCe act Table His ANCHOR CAF
L=29) a
suistmie 271 Cmr6rde 451CNIe. H 16w CMU I1e
Fd CMU PTwow Mdd (DP_)XV
=ANCHOR CAP.-
WEI[D 114'&8 Eko did Eke V4•S9 Elco atoSled 0125 M a128tce1 MULUON CAP.,,a-
AnOhorCllpPatYma did Elcowam 117 E2oU2mr6n uwxon 3rid FJcoUOram U4•ExoUttrmWri AN90ii0r Uli=cn,
AgB1e0dQ Screw(05)Saar(G6J screl(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E 11514110 1• 2-11r r 2-11fr 3.1ra r 2-11Z r 2-VT r • "fir 7 0.49 0.64 .324' CAPACITY REQUIRED'CORRESPONDING TO AN
Emmdnmt 1314• tarn 1354• lar4• r 1-v4I.1W4 1-1141 i-vr 1.174• I-vr 2 tare• lair vm8es ACTUAL PRESSURE REQUIREMENT FOR THE
2A9e1i913 4.7a6nao.c.l ma0urora I =Ws 32% 45Dols 0801611 844505 Tons ®s =s 743100 374 ma sex -91-os OPENING,WHENITISLOWERTHANTHEMULLION
4 Archco®1.15.140 0.0.7 Stama(or 01680 CYp(R9$ 4W IDs 700 Wa WA WA Hw NIA 380513 NIA IOA RIA NIA WA FR-S-055-OS 11201511 CAPACITY(FROM THE TABLE)OF THE SELECTED
dArxOors(08'Min. 215 AnpeC sl 750143 780 ism 6B91Ds 15609x 1898143 540113 693x NrA 7501% 748105 SWits t6921W 5 In BBfi Ms 112011 MULLION.IT WILL YIELD A MINIMUM ANCHOR
O!E
n O.4VMn.C.C./u1:ip.M-12f:AYm� NIA WA WA 110.0 ulA WA WA N/A WA WA WA WA NIA wA 107306 CAPACITY WHICH MAY BE USED TO QUALIFY
I Anct"I FC1p n196 DS 196014 1 22544 4460.% e22a>s 135®5 1409x mos 070105 151®5 %:2100 nam 'To 221 m% 1w ADDITIONAL ANCHOR OPTIONS FROM THE
2Mchm1 IAN Min O.CJfC (RO 24020 3990 NIA WA NIA NWA Melt NIA WA NWA WA WA 341Yri 44245 156010& ANCHOR CAPACITY TABLE.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. PRODUCPREVISED
03 complyins with Ym Flo9ih
HL000'�I Rueoeplemeo No
lldint; 218.OZ
A
FIGURE I: FIGURE 2: TABLE NOTES- �pI riot, ale HOZ(
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By i
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS (BDaft
1/1/11111)J7
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.125"
FIGURE 1� �CCNSF
3: ''•.�
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 NU yG7U5 4r
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ �� Q 4A
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -T '•� S
FIGURE 4: FIGURE 5: FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125° StiATP_
THICK STEELSTUDSTOSEA MINIMUM GRADE33AND.045•THICK(1SGAUGE)STRUCTURAL STEEL TO BEAT 1'X(1�VFFMULUON)ION '��h
•
THE LEA
MATERIAL 1110&11122 ANCHORS INTO WOOD MAYS BE STEEL,I " OALL R 0 S.S CREW THREADS BEYOND ��� SSIOIVF�L �
A LY ER'P.E.
FL P.E.1158705
TABLE OA ® In . I
MufBonCapacity Table Ib&W Rd
Opening lARdth(MrvsNes"pemtggmdifons)orOpeningHaight(farhpAzonleVyspanligmWons)
soh 60 In Ton Doh 90 In 100 in Mn 140 In 160 In �d'� o
Ralenpllar 7wMang. Reclenpdar I TIaplTdang. ReclmWler heplMeng. ReWrlpder Tnlprtdena. Reelenal4a Tmpmeng. Rgmvjer TrVIIdena. Reataagller TielYMona. Rectengulm Tre an9. Ralanadar heplMena• a
1x4 x.126 Wadha Loafing Loafing Lowing Laoaw Loadno Lacing laadng Imam Lacing LoadnO Loadno Loadlna Watling Loadng Lowing Loadnq Lwdna �ye
Alum.Tube p p LL
Mallon
1 1111Is
1 11 11 11 H iI I I I I if 11 if 11H 11 11 1,1 11 if 11 1 if z QL
42 In vao s2o 1170.0 435 170.0 744 570.0 476 110.0 665 11x6 ON 170.0. 99z 170.0 519 170.0 1116 ttno 621 170.0 1240 110.0 Ext 110.0 11+65 nao 521 145.6 14e9 179.0 set tzar 14e9 110.0 alt
j W
48 In 170.0 765 1170.0 674 170.0 650 170.0 ON 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 17MO 077 150.3 1303 170.0 650 130.3 1303 170.0 NO 11111.7 1303 170,0 60 97.7 1303 1740 22-
50.426 In
88050.826In 170.0 747 170.0 563 170.0 688 1170.0 031 170.0 10+6 1170.0 864 170.0 1193 170.0 723 156.1 12351 170.0 747 140.5 1235 t70.0 766 517.1 1233 1 170.0 766 100A 1235 1170.01 759 87.0 1235 170.01 760 W O
64 in 170.0 791 17MO 1112 570.0 960 1170.01 691 170.0 1116 170.0 764 1544 1158 110.0 803 137.2 1156 170.0 631 123.6 1158 t7OO 656 Ing 5166 170.0 581 08.2 1168 170.0 681 77.2 1158 110.0 581 00 0 1-
03
601n 170.0 885 170.0 701 166.7 1042 570.0 707 1429 1012 161.1 672 12L1 1042 140.7 016 111.2 1042 1110 585 100.0 1042 530.2 791 83A 1042 126.1 782 71.6 1042 125.1 702 62.0 1042 1261 702 � m J
63n 170.0 930 170.0 745 551.2 092 163.8 810 129.9 092 144.4 729 113A 882 131.0 762 106.8 992 IVA 769 Doll' 992 t14.5 755 75.6 992 100.4 745 64.6 992 105,0 744 50.7 092 108.0 744
65 In 165A 047 170.0 789 137.9 B47 146.0 766 118.1 947 130.1 760 103,4 947 117.7 752 01,9 947 108,7 739 02,7 947 102.2 727 68.9 047 95.1 713 60.1 0+7 64.0 7t1 51.7 947 84.0 711 Z
72 n 1349 849 142.7 737 113,2 049 121.6 722 97.o 610 1069 708 819 648 964 808 765 649 66.7 859 67.9 849 627 675 60.6 849 763 659 40,6 649 726 662 426 640 72.4 651 7 ala e '
78h 116.6 765 120.7 665 90.3 762 1029 652 625 782 80.0 640 722 762 809 629 64.2 162 741 620 87.6 782 69.2 013 40.1 782 626 602 41,3 162 5%9 697 39.5 782 60.4 696 J (1) L Z
B 7610 1009 724 151A 634 060 724 94.6 Sgt 76.3 724 82.0 589 58.0 724 74A 599 62.4 724 65.1 wt 63A 724 58.4 667 44.5 724 57.3 '673 38.2 724 SL3 667 314 724 63.5 585
~ 7 Q o5 p
90N 896 611 71.6 483 56.0 513 60.7 474 49.7 613 629 458 43.6 613 {Zt 456 366 613 +2B 452 Sl6 6W 10.5 418 20.0 843 34.9 438 74A 613 321 498 21.7 643 30.7 426
981n 57.3 476 55.9 427 47.8 476 40.7 419 44B 478 43.2 412 35.5 47a 30.6 408 31.9 478 34.6 400 29.7 478 320 396 23.9 478 26.1 300 20.6 475 260 300 17.2 ne 24.2 376 F' f0
1651n 403 371 41.5 341 33.5 377 34A 335 269 377 30.0 330 25.2 377 269 325 22A 377 24.0 321 fat 371 220 317 10.8 377 10.0 Me 14.4 377 17.1 S0. r/3
Cq
III In 37.1 357 37,6 323 30,9 357 319 310 20.6 357 27.6 313 23.2 351' 24A 300 20.6 357 27.0 305 10.6 367 20.1 301 15.4 357 17.4 294 a N
120 h 20.3 308 20.5 279 24.3 306 20.1 211 2I.0 306 21.7 270 163 308 10.2 251 163 308 17.3 283 V Q
tun W.0 212 772 106 QR.�`'"
X
Cn co
TABLE6B ANCHOR CAPACITY ADJUSTMENT FORMULA: �p �n�o 0
AnchorC g0. Table @a , -� -7
6ubetnte: 2.7k ODwralo 15k Can. Hollow CMU Faw CMU PTWood Mehl (DP,)X(ANCHOR CAP.,,n,,,,,%1 ANCHOR CAP
Anchor
1WSSEto 6115EIw 1M8SEko 8108(ed 6126ta1 61281ed MULLION CAP,,-,,,,
AnchorCllpPatlemb AncMrtype 3110EtwUMewn 114•EIalNtrecon Ulan 311wES.Mumon 114•EknUl2econ Ag•6G" Ullman AggrE for Samw(05)8ans1(GS) Scmw(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR
E600 Disunce(in 1' 2.11' 1• 2.1rr 3.11r r I 2-714' r I 2-1re r 3.16• I r 0.46• I 0.64' 0.324• CAPACITY REQUIRED•CORRESPONDING TO AN
Embe*PaM(Ink taro• tare 1.3/4• 1-141 r 1.14' 1-114' 1.14• 14141 MIC 1.114• r 5are lave• leder ACTUAL PRESSURE REQUIREMENT FOR THE
27wncn rM 4.75 Min.0.0.16 or Met Clip(FI9.162k 39D ft 390166 450 be $90 Me 1644%6 210 Me 260lbs 354 Ms 740@6 374 Its 6641bs 840M6 345 19 442 ws 600 b5 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AncMm®226'Mh O.C.161anda,d(or Often C9p(FIp.7k 700 be 100166 Sw IDs 1410166 832 ba WA 658Ibs wA 690914 WA wo the wA wz lbs 885766 719066 CAPACITY(FROM THE TABLE]OF THE SELECTED
eAnchon M. .41SIwdad(0rO0ae0CI (ft4L 0809x 1400 IN WA WA WA WA 7581h WA WA WA WA WA 1363%6 17101" 2240 be MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anchors 0 3-Min.O.C./ )2x5 Angle Clips I ft St 758 Ls 180 bs 600%5 15501b3 1858 bs 64081 558 be WA 758 Ms 7461nc am la IBM Ib5 682%s W5 lb. 1120 bs CAPACITY WHICH MAY BE USED TO QUALIFY
OAnchom a 31 Wn.0.41 115 AR7b riper .0 5170%6 117O1a t020Ws 2340 MI 294466 worm BIDE WA 11401b3 1122 bs 13M to 2930 Lbs 1022 be 1327%5 5658 be ADDITIONAL ANCHOR OPTIONS FROM THE
4An:h=0MW V*L 0.41 ULlp,InIo.125 AUm.(F1g.1k WA WA WA WA WA WA WA WA WA WA WA WA WA WA. 1410%e ANCHOR CAPACITY TABLE PRODUCT REVISED
2Ancha602.25 Mn QC!F%(F4 ek 350 bs 3509A 280 be 705 Ms 4766 WA 2581bs WA MIS be WA Ng to WA 34510. 442 lbs 660766 as complying with the Flbdda
4 Mahon Q IAV Min,O.Cl F471p(Fig.911 460 r0. 700%6 WA WA WA WA 3801bs WA WA WA NIA WA 587 b5 686106 1120 be Hundfng Code
NOT:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -� 1.000' AattptyrcTA�(p-bz1g. L�
Fxpimlion Dafo
TABLE NOTES: Hy I �t,,,�,.t
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 1 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE i-10
em1 dOtS►... 1
• • • • • • • • • • •ru-• SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 1`• 1-ENS '/l
�\�VeF
• • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4A DW '�:; N,3,50705 ..1
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - _j
FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. TIN
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED � '
O '•.
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' %�r .,F(DRtDP•.''C��`�
• • SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 61183-T5 AND BE A MINIMUM OF.126'THICK STEELSTUDS TO BEA i0. ...........
ANGLE CLIP FIGURES 686 MUST BE USED IN PAIRS. AND A38.ALL ANCHORS INTO
METAE 33AND
SHALL EXTEICK ND AT LEAST S SCREW
THREADS BEYOND THE STRUCTURAL STEEL TO BEAT MA MATERIAL#01& ''��II CN/,�```
( ) t'MULLION
26' A.LYNN I�rILLER,P.E.
q12 ANCHORS INTO WOOD MAY HE STEEL 18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705
TABLE 7A e
Mullion Ce ac! Table Ibs#td
Opening Width(forreNcely-spetNn9 ntu9ons)or Opening Haight(for hon2nrtalVspanri g minion)
501n sola 7013 4014 so in 1001n 120 In 140 In 18O in u d
111411.376 Recl.n9ular TnsplTdmg. Rnxlan r TnpRdMR. an of TnplTdong• ftectenpUn Traplydang. Restsnpdor 71ep/7dMR. RaGsnglo TropRdsng Reotan9uior TreplTdeng. RecUnglar TropRdenp. Rsct•gWsr TnplTdang. q
lancing Lancing Loading Landing Loadbg Lancing lancing Loadbg Lancing Lancing 'Lwcirg Lancing Ludlg Lancing Lancing Lancing Lssdng LwdW
Alum,Tube
3"T• ag.. ILas .. a a.. 'gam$ _ iL
Mullion b !9 � '11101
1 �
I I III11 , 980, 1021 � III- Ill11 � LLl
o r�r
421n 170.0 620 170.0 435 170.0 744 1170.0 478 170.0 808 170.0 506 170.0 992 170.0 619 170.0 Ilia 170.0 521 170.0 1240 117MO 521 1TO.0 1455 170.0 621 1170.01 1735 170.0 621 t7o.0 19&1 170.0 621LU
W
481n t70.0 708170.0 524 170.0 BSO 170.0 554 170.0 092 170.0 670 170.0 1135 170.0 661 170.0 1275 170.0 677 170.0 1417 110.0 600 170.0 1700 170.0 080 170.0 1983 110.0 060 151.8 2024 170.0 600
60.025 In 170.0 -147 170.0 663 170.0 096 170.0 631 170,0 1040 170.0 684 170.0 1195 170,0 723 170.0 t345 170.0 747 170.0 1484 170.0 768 170.0 1793 170.0 758 160.0 1019 170.0 756 130.6 18/9 170.0 756 a N
541n 17&0 707 170.0 012 170.0 956 170.0 691 1740 1116 170.0 754 170.0 1276 17MO 80S 170.0 1434 170,0 637 170.0 1594 170.0 858 158.9 1709 170.0 Sall 137.1 WOO I t70,01 861 120.0 1799 170.0 881 m F"
8o in 17&0 865 170.0 701 170.0 1063 17&0 797 170.0 1240 170.0 570 170.0 1417 170.0 944 170.0 1644 170.0 We 155.5 1619 170.0 1033 129.8 1616 170.0 1063 111.0 1810 170.0 1083 97.2 1619 17&0 1063 O J
631n 170.0 930 170.0 745 170.0 1116 170.0 050 170.0 1302 170.0 040 170.0 1488 170.0 1016 15&7 1642 170.0 1076 141.0 1542 170.0 1172 117.5 1512 t8&S 1166 100.7 1842 167.9 1167 06.1 1542 167.8 1157
661n 170.0 974 170.0 789 170.0 1188 170.0 BO3 170.0 13M 170.0 1002 160.6 1472 170.0 1088 142.8 1472 168.8 1140 128.5 1472 t589 1130 107.1 1472 147.0 1108 91.0 1472 146.0 1104 60.3 1472 146.0 1104 Z N ya m
RN 170.0 1063 170.0 e76 170.0 12" 170.0 IWO iSO.8 1320 16&2 1101 1320 ISTD 14&9 1082 117.3 1320 137.8 1060 1010 1320 12&0 1049 BOA U20 117.0 1024 75.4 1320 1120 1D13 6&O 1320 112.5 1012 g UW
761n 170.0 1122 170.0 937 149.6 1164 159A IO13 1282 1154 139.9 894 112.2 1184 125.7 075 99.7 1164 115.3 964 89A 1184 107.6 952 74.8 1164 87.5 WS 64.1 1184 93.1 927 5&1 1164 623 025 j too c' Z
rl 781n 168.1 1124 170.0 987 138.4 1124 147.0 565 110.0 1124 126.8 947 103.8 1124 1159 931 82.3 1124 105.9 910 818 1124 60.6 808 682 1124 88.0 990 59.3 1124 M,3 561 61.9 1124 83.2 878 r
9014 100.1 644 111.5 760 90.1 844 04.3 738 77.2 844 821 724 67.6 644 730 712 60.1 844 00.6 702 54.0 644 61A 693 46.0 644 542 678 30.6 544 50.0 668 319 0K 47.7 602
9813 69.1 742 81.6 683 74.2 742 77.2 632 810 742 67.2 641 55.7 742 59.0 611 40.6 742 54.4 822 44.5 742 40.6 014 37.1 742 43.0 600 31.8 742 39.6 6% 27.8 742 37.5 S64 1- 115 a mp 4r��
USN eta 588 03.9 sm 621 558 510 521 44.7 Me 4&0 513 39.1 686 41.4 505 34.0 686 37.3 498 31.3 588 342 402 25.1 5116 29.6 401 223 668 26.6 472 19.6 580 24.7 488 N
ill In 57.0 555 55.8 W3 48.0 555 49.6 496 411 655 42.0 467 36.0 655 36.0 400 320 655 342 473 20.8 656 31.3 487 24.0 565 27.1 457 20.0 665 21.3 148 1&0 635 22.4 442 x S2 2
_ 1201n 45.6 475 46.4 433 30.0 475 30.0 429 326 475 317 420 26.6 475 29.8 414 2&3 476 Zig 409 220 4TS 2{.5 401 19.0 {T6 21.1 395 1&3 476 167 387 14.3 476 171 301 7 (A
1{4N 26A 330 2.0.7 305 220 330 224 301 16.0 530 19.3 207 165 330 17.0 203 Q$- 2 [n
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: g �
AnchorC act Table fibs) ANCHORCAP.,�,,, 8 F
Substrata 2.7k Mwele 3.5k Conn Holla4 U Filled CMU PT Wood Metal (DP,)X{ vANCHOR CAP.,,.
54V Eko Ua'6S Man 61182Elco 1f4.6S Elco s10 steel 7212 Steel 812 Steel MULLION
Anchor CllpPatterns AahpType 3118 EkOUIVecan tM•Egounnscan uluoea 37IaEkoNboem v4•EleoUluaebt Aopro9ator Ultracon AggnGator SCOW105)sarow(G6) scraw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR
Edge oist wo(i.k 1' 2-Ur r 2-Irr 344 1° 2A 1' 2-Vr r 3•11w r 0.482 0.54- 0.321 CAPACITY REQUIRED"CORRESPONDING TO AN
Embedment 727 1.314* VWV 1-31V 1,V4' 7 1.111 1-ar 1-ur f-tw 0110• 1414• r lava 1016• wiles ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anohans0435r Mbn.O.C./Statgard wOlkel Cap(Fig.16)c 39D lbs 3901, 4501, 890 Na 1044 rob 270 Wa 20o lbs 3541.0+ 74OIns 3741, 04 Ilan W&S 341 W8 4421, 560972 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anshan®227 Mkn.O.C./Standard(crO5ne1)cap ft.3): Tag Ns 7001, 580 Ran 14101, 952 Its WA 560 We WA 630[43 WA No Ina WA 6621, 865 @s 112014. CAPACITY(FROM THE TABLE)OF THE SELECTED
a Anchwe@IAT Min.MC.1 SWdwd(arChtli COp ft.4 NOI, 1400 wa WA WA WA WA 7601, WA WA WA WA WA 1363 Ron 77701, 2240 Its MULUON.IT WILL YIELD A MINIMUM ANCHOR
4 Anotias®Y Min.O.C.!R)2c5A1gle gy41(Fq.F11 7801, 700 res 050 bs 15601, 18981, MOM 5a01bs WA 760 Wa 740Ibs goo The 18921, 682®s 8861, 11201, CAPACITY WHICH MAY BE USED TO QUALIFY
0 Aroidn®a Asn.O.C.r RI2r5Argle tips 1(Fq.e): 11701, 11701, IoM gv 2:1401, 28441, 9101, 8401, WA 11401, 11221, 1320 bs 2388lbs 1022 Ns 13211, 0801, ADDITIONAL ANCHOR OPTIONS FROM THE
4 Moan®OA5•Min.O.C.1 ULBP,talo.125'ALM.(Fig.77. WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 p4 ANCHOR CAPACITY TABLE i
2 Anclwro 49 22S MN.O.CJ FCllp IFW 8YI 350 Ds 1 350 Me 1 2801 7611, 4781, WA 280 Ws WA 315 be WA 7201, WA 341 Ina 4421, No bs PRODUCT RBVIS11D
4 Amhwe®1.15•Mh 0.01 Ftl1p(Fla.81; 400 M, 7001, WA WA WA WA 3801bs WA WA WA WA WA 8821, 8&51, 1172 ns atildingcarnpllagwith YW FllxlrL
NOTE:FORTHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.062' r -^� 1.000' f- Acoodp eallo 16'492'19.01
piRd Data �L02I
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4; FIGURE 6: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION INl6ni 0 Product
• • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
• • • \ LYNN r I
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ��
• • • • • • • • • • 3)MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE
SHEETS 21-23,HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000• 4.000' a. , r
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.513/0�
FIGURE 5: FIGURE 6; FIGURE 7: 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 T a Oy ^u
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 0� r• •' fa'
• • 6063-T6 AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' 375° 376' 'i cC .....
THICK(18GAUGE).STRUCTURAL STEEL TOBEAT LEAST.126°THICK AND A36.ALL ANCHORS � �
ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8#12 1'X4°X.375° 1°X 4•X.375 A.LS�NNIMILilF},P.E.
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'r-MULLION MULLION FL P.E.#58705
TABLE BA �
Mullion Capacity Table 11 ® �
Opening Width((orvarOWly-apemingmuglotla)orOpenlngHeight(for hodmrielyspaming!%Ilion) � C
50 in 60 In 70 In 901n 901n 100 0, 12013 140 In 180In
N
upWx Trapfrdeng. Rectenp9nr TreprMer,g. Recle,guler Trep/fdn9 ReclanDWar Tr1111-pi. RedwgWu T14pwap. RactwWor TmpRdmp. Raotw Wor Tr4Plldeng. Ratanplar Twplydug. Red4apder Traprfdenp, q
3.1d" toadno WadaD Loedlny Lmotny LoaSn9 LoedrW Wading Loadip Wading Loading Lmd„p Lading Wading LoWnp l0adinp WadiI19 Lading sY )uj
.265If
b b S F F y LL
Tubh � 1 1 aa11 11 1 h 1 � � m
620 170.0 436 170.0 7N 170.0 478 170.0 850 Well 505 1740 992 170.0 610 170.0 1118 170.0 521 110.0 1240 170.0 521 170.0 14M 1740 521 1740 1735 110.0 521 151.6 1760 tT0.0 W.1
708 170.0 524 110.0 850 170.0 564 170,0 092 170.0 030 170.0 1133 170.0 661 170.0 1275 170.0 577 170.0 1417 170.0 060 154.5 1548 170.0 680 137.7 1540 170.0 680 1141 1540 170.0 080
50.62513 170.0 747 170.0 68J 170.0 BB8 170.0 831 170,0 1018 170.0 884 170.0 1105 170.0 72J 170.0 1315 170.0 717 187.0 146a 170.0 758 139.2 1486 170.0 750 110,3 t466 170A 758 104A 1488 170.0 755 � a� N
54 In 1740 797 170.0 512 170.0 958 170.0 691 170.0 tt10 170.0 764 170.0 1276 170.0 603 163.1 We t7o.0 831 148.8 1378 170.0 666 122,3 1378 170.0 eat 104.a 1378 1740 eat 91.7 13'76 170.0 881 m � O O
BON 1740 665 110.0 701 1740 1063 170.0 707 150.0 1158 170.0 878 13.00 115a 167.4 will 123.0 1158 158.6 819 111.2 1150 150.0 912 927 1158 144.8 005 70,4 1155 144.8 905 69,5 1158 We 905 � W � J
831n 170.0 830 170.0 745 160.1 105t 170.0 We 137.2 1051 155.9 882 120.1 1051 142.0 610 1041 1051 1323 837 041 1D51 125.7 830 80.1 1051 11a5 822 68.8 1051 110.1 621 60.0 1051 1141 821 11
661n 187.1 957 170.0 760 130.3 957 151.6 806 119.4 957 134,0 700 104.4 95T 121.6 717 02.6 957 112.5 757 83.6 057 100.5 769 69.6 957 100.0 750 59.1 957 05.0 748 522 957 949 745 z pR�� g88�
7213 1247 804 155.2 645 iD7.3 501 116.2 661 81,9 504 101.3 611 80A 601 9tA 660 71.6 804 5l1 660 e4.{ 801 746 643 53.0 804 R3 833 46.0 804 611.0 829 40.2 80! 89.8 826 = W
7013 tODA 722 114.0 630 91.2 722 012 818 76.2 722 65.3 600 86A 722 $76 50A 722 70.3 688 64.7 722 855 660 45.9 722 60.6 670 30.1 722 58.7 604 34.2 722 68.2 564 z
7813 1012 606 tOSb 600 04.4 605 69.6 566 723 065 78.5 677 63.3 865 662 685 64,5 680 50.6 BBS 841 653 42.2 885 64.7 1113 382 855 61.4 637 31.0 085 60.7 835N9013 BSA 515 640 457 54.0 613 57.6 118 47.1 515 50.1 Nt N.2 515 10.8 615 40.5 /711 SAO 555 37,4 {22 Z73 515 33.1 {I3 23.5 515 90A {OT 20A 516 28.1 101 axZ Min 54.3 453 50.8 404 45.3 457 47.1 397 36.5 461 41.0 SDI 33.9 455 302 453 33.0 379, 27.2 453 30.4 374 728 453 2511 390 19.4 153 24.3 JBO 77.0 153 229 360 n 30.1 366 39.0 323 31.5 358 32.8 318 27.2 350 20A 313 23.8 358 212 366 227 304 10.1 350 20.5 300 16.9 358lit In 35.1 338 36.8 306 20.3 339 30.1 301 25.1 330 26.1 207 72.0 330 10.5 SM 20,9 269 17.6 318 10.1 285 � X12013 Z7.8 200 243 284 232 290 23.8 ?fill 10.9 290 248 268 17.4 290 15A 190 IBA 240 U N Q
TNN 18.1 201 15.5 lea 0.a$" Z�O co
TABLE 88 ANCHOR CApaCITY ADJUSTMENT FORMULA.
An horCepaoltv Table libel ANCHOR CAP.,,a-
Substmia 27R nae aftcow. Ham - FdwcMU FTWooe Metal (DP_)X( )=ANCHOR CAP...
5110±Hca 14•SS EIc5118'Elm UP aS Elco 610 8leel 6125teel 612 Sleet MULLION CAP.,,o,,,.,
AnahorClip Patterns - /'"C11°T 91itt E1mU9racm UP IXouNecon ullwon 3'rct:lcotmraon v4•EYaueraeon AgWeGWor Ullman AggWala Serer(G6)Screw(05) Scmv(Gsl USE THIS FORMULA TO OBTAIN THE'ANCHOR
EdgBDlslenm n r 2.1z r 2'91 34tr 1• 2Lr 1• 2-11z z sale z 0.48' osC 03w CAPACITY REQUIRED'CORRESPONDING TO AN
MLc nmt n 1-314' 1-Tr VVP UTV r 1414• +-v4' 1414• 1-1h4' 1.114• 1-114' z laic• 1316' I vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Ando!®4.751 Wit O.C./Swned a01110 C 91 3110 les 39D Its450 Ds BDO Its 1614 w! 270 ms 20D 95 354 lbs 74010s 374 ms 664 an 946 IIA WlOs 44203 660 MS OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arcnon®1.+s Mh
O. 1 stmmro erg6eq Gp 9 n 4110 M Tao f0a WA
WA Na xlA Seo ea NIA wA WA WA MRA ®21b5 ees E 1129115 CAPACITY(FROM THE TABLE)OF THE SELECTED
/Amtm N 01 MSL O.C.f M W Ato ClIpsr ft 4 78095 711055 630 Lbs 1580Its 1606 WS 640ms 560 Me WA 760115 748 lbs am us lam to W2105 85695 1120CS MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Amtm00.45•Min O.C.IU'Up•Into.128 Alum M 4y MIA WA NIA WA MIA I 111A WA NIA WA WA WA WA MIA WA 1430169 CAPACITY WHICH MAY BE USED TO QUALIFY
1An, IFCO 9 105 N5 19510S 225®1 4451M 8M Its 1159! 140 Me 1771bs 370105 197105 3321011 47395 VOIDS 221 No
::R5 ADDITIONAL ANCHOR OPTIONS FROM THE
2Ancion491.18•MIa O.CJF-C 9 240 W5 350 a5 WA WA WA NIA 19DIDS N9\ WA NIA WA I WA 1 34105 1 44Z IM I 860W ANCHOR CAPACITY TABLE ('RODUCI REVISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as cemplying willn she Floft
BuitdingCodc 16„0
FIGURE I: FIGURE 2: E 1.250'�l AcoepteamNo 2)$.03
TABLE NOTES: Bxpi�Froducl
21
• •
=40
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. va
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS AU OWABLE. `\�\ M
.
FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.188' \� ?•'t\GrNSF F4' �i
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ;
i
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265, i l0,58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND SIE
•GROUTFILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C�g0.WOOD SHALLFIGURE 4: FIGURE5: FGURE8: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE :� ) . O'
6083-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .,F'LuRVDP.'
.045'THICK(18GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X X.285'MULLION �•S
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-v4144•'VVF MULLION) �1l NAL
010 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN115111116i�,P.E.
FL P.E.#58705
TABLE 9A
Mullion Capacity Table Ibalfta
OponlouWidth(for verOca*spanrJnalnWiolm)or0 anlnpHmlght(forhadZontaW4poredna nNone)
501, 501. 701. sot. 1 DO N 1001n . 1201. 1401n 4801, ffi
1.261(3.217 Raa,anallsr TmpfTd4ea R4c1ucftr TmplTdaca feed arlu Trap/Trhna Recfmrp,4ar Tmp/rdma Ndwguhr TmpTrUM Rmt.aut4r Trawmna Rxtarsum n*#TNr9. ftwo,111, Trwrdwa RldangAu I TnpfI4v4 4
X.100 LoadOV LIZ L.Ang 1ood4rg Leadlp Lmd,4 Ld1dng Leadng Lmd a I"&@ I-"" L-ft Loadnp Lo3dina Loedlrp I adhp yp Lmda9 t.adna pY
Alum.Tube
g `I � g � g � � 0� a � � a � �' tl � �' Lo
Nbb
Z � m
42 in 170.0 620 110.0 435 1TO.0 744 470.0 478 170.0 588 170.0 500 170.0 082 170.0 510 170.0 1118 170.0 521 153.3 the 170.0 521 121.7 1118 170.0 521 IMM 1110 170.0 521 058 1118 170,0 521 0
161. 170.0 700 170.0 524 170.0 ON 170.0 561 1879 070 170.0 030 116.7 978 170.0 861 130,4 OTA 170.0 070. 117.3 078 170.0 990 97.A 978 170.0 880 838 are 170.0 Bee 723 978 110.0 Bao ? _
60.825 1, 170.0 74T 170.0 663 170.0 NO 1709 631 150.7 027 170.0 001 131.9 627 160.5 708 1172 ON 158.1 008 105.6 921 156.3 096 67.9 927 158.3 695 15A 927 150.3 895 659 927 1553 895 e M
6491 170.0 797 110.0 612 154.5 BBB 170.0 801 132.6 A68 163.9 083 115.9 BOB 141.8 660 103,0 869 134.0 ON 92.7 868 120.8 654 T7.3 869 128.8 652 662 869 me 652 57.9 868 428.6 652 W CO o Q
BON 143.2 748 469.0 831 110.4 746 192.3 620 102.3 716 117,8 600 89.5 TIB 107.8 599 78.6 748 101.0 692 71.0 748 98.9 501 657 946 873 651 812 740 98.3 567 61.0 740 83.3 683 V M
L &TN 123.7 677 132.0 579 103.1 877 113.2 608 ABA BTT 100A 555 77.3 817 DIA 640 68.7 877 95.2 538 61.9 677 61.0 534 51.0 877 71.0 620 412 017 76.7 620 357 677 751' 529 J
]Ey 86N 107.6 817 114.1 630 067 617 875 610 78.9 517 86.3 509 07.] 017 76.3 600 699 017 726 491 539 Bf7 88.7 dB9 64.A 617 81.4 483 364 617 633 482 33.6 811 83.7 182 � pW, �
C 721, 82.9 610 87.1 450 89.1 610 712 440 592 518 652 432 61.8. IS 68.8 425 48.1 518 642 412 41.1 510 50.1 411 11.5 318 468 408 28.0 618 45.0 405 26.8 618 45.0 40S ? N m e
78 N 709 485 73.7 408 58.7 485 62.8 325 60.3 485 64.9 390 44.1 465 49.4 301 39.7 465 45.3 378 35.2 485 42.Z 374 29.1 46b 30.3 987 252 485 38.5 381 220 485 362 363 j
781, 65.2 111 650 387 51.3 441 67.7 370 48.8 441 5Q6 372 40.6 N4 45.4 368 38.2 441 41.8 360 3M 441 38.7 3511 27.2 M1 349 348 23.3 441 33.1 348 20.4 641 32.7 345 J Z
911" 42.4 332 43.8 205 351 372 57.0 209 90.3 732 323 781 78.5 332 28.8 280 23.0 S42 20.1 270 21.2 392 21.1 272 17.7 932 71.3 266 152 932 189 2� 13.3 132 10.7 260 F C
961. 35.0 221 359 me 20.1 291 30.3 258 28.0 291 26.4 252 21.9 781 9939 240 IDA 291 21.3 244 17.5 291 199 241 119 201 47.1 236 12.5 291 15.6 232
1081. ?A.0 230 25.1 700 20.6 230 Z1./ 205 11.5 230 153 201 16A 230 102 IBB �}Z �.O
111 N 729 218 20.1 W7 169 210 164 191 IO.2 218 18.8 195 14.1 215 t1.B IBB
110 N 479 181 18.2 170 14.9 1.181 1 15.3 1 161 I W
M
Fto
to
v N a 0
(L .0,
TABLE 98 Anchor CapaTable b9 ANCHOR CAPACITY ADJUSTMENT FORMULA: @ '
ANCHOR
SrOslmte: 275 Corcrele 392 Caro. lidlbA q8UW=.
Fated CMU P7 Wood Molal (DP_)X( )=ANCHOR CAP.,
5118•Ela, o 5f1C E9a IWSS Elco #Ie Sleet #12 SWd #126100. MULUON
Anchor Clip Patterns Anchalype: 3119'Elwuhmean 114 Ekoultaoan unmoao af18•EImUWxon IIPEI. 1Wmrm UBeeon A9910eta Som(05)Scmw(05) earm(O5) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edge Mime Tm7 r 2-lir I. 2-vz 3-IIA` 1• 2.112• 1• 2-1m3.115• z 0.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
EmbodroemM taro• 1x14• I-Y4• 1.114` 2• 1.114• 1.114• 1.114• 1-t0.• 1-tf4• r 1-318• lair wlee ACTUAL PRESSURE REQUIREMENT FOR THE
2Armbm®4.7YMirL O.C./Star&rdaOhet alp(FID.tp 3so ma apo M. 450 wa 8001x, 1B14wa 21OFA 2801as 354+bs 7401bs654 roe 9488» 341 We 4421bs 580 n- OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Amh m 43 4.161 Mtn.O.C.I Stsr4md(or Offset)Clip(Fla.2Y 480 ala 700 IIA WA WA NIA WA 300 Its WA WAWA NA 682 Its 0651b6 1121111, CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Ar W10M®3•Mn.O.O/(4)2L5 An&pips I(Fla 31 700 Ws 750 w0. Swim 15B01ba 1898 rm 54o P. Geo m WA 7601hs660 b3 18921be 882 VA 6851bf 5120Ibe MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Anehae®0.51•Mln.O.C.r 0474.ed0.10a Aeon.(FIO.4p WA WA WA WA NA WA WA IOA NIAWA WA WA NIA 950 FA CAPACITY WHICH MAY BE USED TO QUALIFY
1 Amhor l Fap(Fig.57 +061.0. 1951w 225 Ibs 445IW O 153 1351ba 440 IM 117 Ib. 370 its3320.9 473Ihe no ew 72109 260106 ADDITIONAL ANCHOR OPTIONS FROM THE
2Anohore 1.15.311..O.C./FQp(Fp.61: 2401bs 350W WA WA NIA WA 190 Dr1 WA NIA WA WA WA 711 Rro 412103 580 tb3 ANCHOR CAPACITY TABLE. PRODUCTREVISSD
as complying withdw Florida
Bnildu4g Oadc
FIGURE I: FIGURE 2: 1.250' Aaceplanallo�'�La•O�
TABLE NOTES: Baplmdm Date l:u�Z1
• • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION MI tloducl
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
III
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \`��0- LYNN
FIGURE 3:
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3 2`�• `a�*.•''�tC£N's ''•F� `�
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS = t',-'
lip 0BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'i; No.58705 _
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .100' w Y)'. `•l/� g k�_
FIGURE 4: FIGURES: FIGURES: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL B£ ` r:r
• 8083-T5 AND BEA MINIMUM OF.10TTHICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND SIA - T
045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND 638.ALL
1.25• x.1ao• �•,S•"�U(.:PJ. `
• Lip-
ANCHORS INTO METAL SHALLEXTENDJD AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLIMULLION I`�I#10 ANCHORS INTO WOOD MAY BE STEEL,I"SS.OR 410 S,S. A.1 FNhk MILLT'Ft,P.E.
�
FL P.E.#58705
TABLEIOA �" +
Mullein Capacity Tible Oblifle) AIR
!#60Opening Wdth(Wyedim"anning mutons)arOponing Height(forhodzonlalyspenring mlllwo) G!-
so
in 601n 1061 50 In 906 login 120 in 140In 160 in O
1268926 Rutangular TrapRriang. RMangulr TUpRdang,
RaUanVAN TopRdrg. Racfanpllan Trp77drv. Raclangular TrrpArlanO. MUrguiat Tnp7ldang. RaUan9alr TnpRdang. RaUangular TrapTdane Rtclangllar Trayairg. D.
)t S'A4 Loadng L0adlag 4aaeng L..&o Landing Loading Loading Loading L.,fing taad'ng Laadina Leading latift Loe6ng Loading Lading Laafn9 Loading gy,
Alum Tube r AT
Mullion
U Ue u9 U u U u U U U U u U U U U U U� u uq u r;a u U u Uo U d9 U u O v 8 m
13
�a � �a � a�aa 4aa k �� $a �� �a � fay fa �� �a � ;�� fa as o
121. 1740 620 1740 475 170.0 711 170.0 175 170.0 060 170.0 606 170.0 992 170.0 619 170.0 1116 170.0 621 110.0 1740 170.0 521 170.0 1150 170.8 521 170.0 1135 170.0 621 170.0 1593 170.0 621 J W
46in 170.0 709 170.0 624 1TD.0 850 170.0 504 170.0 992 170.0 630 1740 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1100 170.8 680 169.7 1979 170.0 680 148.5 1119 1704 680
60.626 In 170.0 747 170.0 563 170.0 896 110.0 631 170.0 1016 170.0 684 170,0 1195 170.0 723 170.0 1345 170.0 747 170.0 1491 170.0 769 110.0 1793 170.0 766 1525 IB77 170.0 766 .133.5 1077 110.0 766 3i (1)
64 In La.0 797 110.0 612 170.0 956 110.0 691 110.0 1116 170.0 754 170.0 1216 170.0 003 170.0 t434 170.11 937 170.0 7594 170.0 556 166.4 1159 170.0 661 131.6 1769 1740 961 117.3 1759 170.0 061 co C
6DIn 1740 B05 110.0 701 1740 1063 170.0 787 170.0 1240 170.0 8TB 170.0 1117 770.0 914 161.1 1511 770.0 996 115.0 1511 R40 1033 1248 1611 170.0 1067 1036 1511 1740 1061 90.6 7511 770.0 1063 F to J
Win 110.0 930 110.0 746 170.0 1116 11D.0 050 170.0 1302 170.0 910 166.6 1370 170.0 1016 139.2 1370 170.0 1076 1263 1310 164.0 1082 INA 1370 155.9 1072 89,6 1370 1563 1019 76.3 1370 155.3 1070 -2 W
n 661. 170.0 974 170.0 709 170.0 1169 170.0 9W 155.8 7248 170.0 7002 1362 1245 158.6 1013 121.1 1248 117.1 1000 108.9 1245 139.0 999 941 1249 130.4 974 77.0 12AD 129.0 975 68.1 1249 129.0 976 Z (n g m e
721n 1W.B 1049 110.0 WB 139.9 1049 160.2 592 119.9 1049 132.1 676 104.9 1D49 119.1 NO 93.2 1049 109.7 840 03.9 1049 1027 879 69.9 1049 94.3 816 69.9 1049 912 070 624 1049 97.1 820
a 761. 112.7 941 149.1 172 17&9 911 126.0 805 101,9 911 111.2 791 89.2 941 100.0 777 79.7 911 91.7 766 71.4 911 95.5 161 695 911 77.6 711 61.0 941 71.0 737 U.6 9N 7].] 736 Z
701. 17L0 591 137.6763 110.0 894 1169 767 94.3 691 102A *1614 91.9 740 73.3 594 91.1 730 66.0 9% 793 721 66.0 094 70.7 707 47.1 ON 67.0 101 41.3 ON 65.1 680 Q
901. 95.9 671 80.7 696 71.6 671 749 585 61.4 6T7 66.3 1 642 666 ALT 671 629 5S0 43.0 671 440 551 358 671 47.1 639 30.7 671 39.7 631 269 671 37,9 526 I"' (0.G Q m �p
Z co
961n 749 590 726 621 59.0 690 61.1 618 50.6 660 634 5 11.6 602 39.7 690 199 191 36.1 690 79,6 IB0 295 690 31.7 477 75.3 fi90 ]1.6 1fi9 717 630 29.8 46l aX-ZID61n 49.7 466 60.9 421 41A 466 428 474 35.5 466 37.1 6 329 402 27.6 466 29.7 389 24.9 466 27.1 391 co
20.7 466 23.5 382 17.5 466 212 376 16.6 466 195 310N1111. 45.1 441 46.1 400 392 441 39.3 393 72.7 141 74.1 1 30.2 382 25A 111 21.2 376 22.9 M7 21.9 312 19.1 441 21.6 363 16A M1 193 356 11.3 441 175 351 c)
120(. 36.3 375 76.9 314 30.2 PO 3L0 339 2fi.9 378 240 78 277 329 25.7 770 2L7 725 10.1 371 79.5 7E1 151 379 167 311 x4(7IUin 21.0 262 712 742 17.6 267 17.5 239 15.0 263 16.7 (� (V Q O 0
0.
TABLE 10B Anch9rCapeclly Table fibs) ANCHOR CAPACITY ADJUSTMENT FORMULA, - !r
o
Substrate 2.7kCorcn:le 0.61cCana rmDa12Au I F71edCMu aTwaod Mdef I (DP„)X(ANCHOR CAP.,•o,_�=ANCHOR CAP.,„
61I V EICO ve ss Bto 5110 Eiw ve sS oco 110 Sled 812 SM 012 sw MULLION CAP.,„,,-
AnchorCllpPottem9 AncDo7ype 3t6EICOUnocm 11eFxOUnmcon uataeon 3116'Elcougmcm 17rElco ugmeon AggrWelor U1r64an AS%Oalor SNew(W)SMVI aera4(G67 USE THIS FORMULA TO OBTAIN THE'ANCHOR
E090 Olstvicep 1• 2vr r 2-v4* 3-lo I. 2-lir r 8114* r 3411' r 0.45' ase 0.s2.r CAPACITY REQUIRED•CORRESPONDING TO AN
FmDeOnml. MV 1,140 1,14• 1,Ir r 1-114' 1-u4* 1.114* 1-ve 1-114' VIM r 1-W Lira taus ACTUAL PRESSURE REQUIREMENT FOR THE
2Anetna®4T9'MIA O.C.I S18111W O70BN GgD 0198 0001os 35101m 455 ms 690 ren 16M ms 270108 2a093s MA fns 1401m 374 fns 661b 91696 341 m3 442 me 560M OPENING,WHEN RIS LOWER THAN THE MULLION
4 Anchors 4511.15 MIrL O.0 15tm0afd(01 OBeI)C1p(Fla 2) 4901m 750 ES NIA WA NIA NIA 380116 NIA WA NIA WA WA 682 b 865 96 112D m0 CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AncfM Q 3'WL O.C.1 215 CIW p97 7BO ps 700 gn 6510IDs 156D mo 1SDSMS 540M ISM ma WA 7601m 748 Its g501m lU2Re Mbs, e851m 11201m MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Anch DM @ 0.51'Min.O.C.1 UClIR mIo.10U'AWD.%47 N1A WA NIA WA NIA NIA WA WA WA NIA WA WA NDA WA 950 06 CAPACITY WHICH MAY BE USED TO QUALIFY
IAKtef7 FC (Flp 105 IM 106 ea 275Im 1/5 ms 622103 19506 140 gE 177 WS 3701m 1571m 3.12 ma 47306 1701m 221108 26096 ADDITIONAL ANCHOR OPTIONS FROM THE
2AocWm 491.1s'MIR O.GJF 4 240 IDS 3509E WA WA NIA 1114 1901m WA WA NIA WA WA 3dt. 4421m I MU We I ANCHOR CAPACITY TABLE PRODUCT REVISED
us complying with go Findlik
FIGURE 1: FIGURE 2: Ac��mpiaceNo3 +621$,6'j
TABLE NOTES: t2IT Ex imdonDale 7021
• • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miam"Dode Pro M
�7ttllllll
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS A14DIOR OPENING WIDTHS IS ALLOWABLE ;�`�a( L
FIGURE 3' 1 •.Fn
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 ���.•'�GENS
CLIP
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t lo.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS HOLLOW AND G• IY
GROUT-FILLzz
ED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM G90,WOOD SWILL 0 Gf O l�I=
FIGURE 4: FIGURE 5: FIGURE 6: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALLBE4� C.TE �(
>;
• • 6063•T6 AND BEA MINIMUM OF.100'THICKL STEEL STUDS TO BEA MINIMUM GRADE 33 AND '�n''•.,FLORlOI:•' (�
.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A38.ALL ��4c, .........
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X3.251 X.624'
• #10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 SS. MULLION A CENIIIIMILL�R,P.E.
FL P.E.#58705
TABLE 11A o� 4,p• R�
Mullion Cepedty Table pbeetl) a F
OpeningWidlh(forvedicoWpsmirgmUltoom)orOpenlnpHUpht(brhodmdely6pannhumdGons) 1w1i60 in 60 in TO in 63 in 90In 100 E US In 140 in 160In116%794Racla.gOv Trap/rrlwg. RonugWor TopRdang. RwonsWsr Tupt'dong, liaetoguhr Toplydang. Raeb.gWar Traplydan9. Rectaogolar Tuprrdmg. RxlaagWI1r Tr.plydo . rgrdg. R..t da Traplydong.%.624 Loosing L.Wkv LOACIN Lootig Loading Loafing Lo"19 Loading Lab g L..&" Loading Loading Lcoft L.&I Loading Loading Load.g Loading
Alum.Tulle ,� s s_ y & ra -�.. $ .. -� ro_ a �E.. § .s E.. oe -� 5, E_ € � 5.. a -�.. y..
Munio" a eI a I a € 71. e a e� € G� '� � �� @ � �� �@ u� &� �p r
H S �9 u g �a uo �1B m
% 5 , g a %P � a F 5 <9c n g 1n Nr7 iii
a sag �a � �aG �a � sa �a � sa say �a �a �a �� �a 0
4210 170.0 620 170.41 175 1170.0 741 170.0 170 170.0 866 170.0 606 170.0 992 170.0 ru
Me 170.0 1118 170.0 521 170.0 1240 1T6.D 621 170.0 1489 170.0 521 170.0 1736 170.0 621 170.0 1417 170.0 621
49 in 170.0 108 110.01 521 1170.0 650 170.0 687 170.0 992 170.0 630 170.0 1133 170.0 661 1110.0.1276 170.0 677 170.0 1417 170.0 680 170.0 R00 170.0 680 170,01 1983 IMA 680 170.0 2267 RED 600
60.625 in 110.0 747 170.01 S93 1170.0 896 1170.0 631 170.0 10x6 170.0 684 170.0 1195 170.0 723 170.0 1316 110.0 717 170.0 1/91 170.0 765 170.0 1193 RED 756 170.0 2092 RED 766 RED 2391 110.0 766 '2 a o N
64 in 170.0 791 110.0 612 170,0 956 170.0 691 170.0 1118 1710 754 V4.9 1276 170.0 803 170.0 1434 170.0 837 RED 1698 170.0 056 170.0 1913 170.0 Set 170.0 2231 170.0 681 160.2 2403 RED 661 W p �
60 in 170.0 BBS 170.0 701 770.D 1093 170.0 797 170.0 1240 170.0 678 RED 1417 170.0 881 USA 1594 170.8 996 110.0 1771 170.0 1033 170.0 2126 170.0 1053 1413 2167 570.0 1063 12.00 2193 170.0 1061 � � 4700 N
Win OILS 930 170.0 745 1700 1116 170.0 BS0 770.0 1302 170.0 960 170.0 1400 RED 1015 RES 1677 WED 1076 170,0 1859 17DA 1122 1669 2060 110.0 1169 1316 2060 1700 1171 111.7 2060 RED 1171 � W �
66 in 170.0 974 770. EL
0 768 770.0 1159 170.0 903 170.0 1364 RED 1002 170.0 f55p 110.0 7086 170.0 1763 170.0 1155 170.0 Me Rag 1210 1430 1966 170.0 1276 7226 7966 170.0 Me 107.2 tees 1709 1286 Z N m
7210 170.0 1093170.0 971 170.0 1276 170.0 1009 170.0 1188 80.0 1126 170.0 1700 170.0 1228 151.1 1731 RED 1315 138.7 1731 18l.B 1386 1766 1734 155.9 1761 90.1 1771 160.0 1352 88.7 1171 160.2 1752 z J
_0 761n 170.0 1122 110.0 937 170.0 1346 770.0 1080 160.S 1556 ITao 1209 147A 1656 166.2 1265 131.1 1556 151.5 1268 1179 ISSS 111.3 1251 913 1556 1268 7721 042 1656 1223 1219 73.7 1558 1212 1216 o Z
z9 76tn 170.6 1151 170.0 967 110.0 1381 170.0 1118 156.9 1477 169.3 1215 136A 1471 1610 1224 121.2 1177 139.1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 71.9 1477 1112 1159 68.2 1477 109.3 1754 Q a �~-• f
i z CMC
9014 112.0 11U1 146.6 S86 118.4 1110 1239 960 101.5 11t0 4079 9S1 eEB 1110 95.3 936 70.1 1110 87.5 922 71.0 1110 80.7 910 592 1110 11.3 691 50.7 1110 666 016 UA 1110 62-7 870 Q � p
S61n 117.0 975 1203 872 91.6 975 101.5 BSC 835 975 08.3 042 732 976 Me 829 65.0 976 712 817 $8.5 975 6SA 607 49.8 976 61.4 7'09 41.0 976 523 716 365 916 49.3 767 F X,Z 00 O
1091. 822 111 01.0 6% 68.5 Tit 70.7 686 S8.7 771 61.3 674 61A 777 64.3 654 45.7 771 49.0 655 41.1 711 449 SO 318 111 38.9 672 23A 771 35.0 621 26.7 771 32A 512
101. 75.7 730 77.3 661 63.1 770 65.0 650 64.1 730 56.3 640 17.3 730 49.9 W1 42.1 730 45.0 522 37.8 730 11.1 Bid 31.5 730 366 600 21.0 730 319 589 23.7 730 29.6 581
120 in b9.9 674 61.0 669 49.9 W4 $12 560 42.6 624 44.3 $52 315 624 392 644 33.3 121 313 631 30.0 624 32.2 531 25.0 G24 21.7 619 21A 624 24.6 509 10.7 62A 22.5 601 �
170 in 34.7 433 35.1 400 219 433 29.4 395 248 433 25.4 390 21.1 433 22A 385 197 137 20.0 381 17.3 433 112 376
N
Q Z O O
mOrOj
T B ANCHOR CAPACITY ADJUSTMENT FORMULA: mIt
AnchorCepecity Table(the) , -7 -3
ANCHOR CAP.--)
AP.- r
suatretn 2.76(Andlde s6kCaK Nemwadu FlueacMu PT Wood Mdd (DP,)X( )=ANCHOR CAP.,,,
S'fe•EICo v4'rSEto 111REleo tic asEldo Ylosted 01234011 1 2SIae1 MULLIONCAP.,�,.,ac
AnehorClIpPatteme Ar%IrorTyp6 51FEIcoUOracm RPfieouM9eon Uerxon 31iSE1coU8raem v4•EICoUMe[on Agperdor UMUM Aggre.Gdv Suen(G5)Scre7r(G5) Sam P5)
USE THIS FORMULA TO OBTAIN THE ANCHOR
pstame r 2-vr 1• 2-Ir ova r 2•vr t• 2-vr r 3-ira r DAB, 156' 0.327 CAPACITY REQUIRED'CORRESPONDING TO AN
Euadned 1-14• I Vc 13747 tato• r 1.114' 1-114' 1.1/0 1.111 1-114• t 11c r I-w tarp• vales ACTUAL PRESSURE REQUIREMENT FOR THE
2A1OM 476'Min CIA,fStan 0a0arOMe1C 1 30D9/9 3909. 450109 O901a 1544709 270 In 280 as 3619. 740100 374 ft 664113 04695 3111Ds 412 in DO en OPENING,WHEN IT IS LOWER THAN THEMUWON
4 Arehors 1A5'MID,O.O/SH104wd(of Onset)C 09. 48009 TOD 9n Nei WA WA NIA 38080 NIA WA NIA WA WA 682708 SWIM 1120106 CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arcnors 7141..CLQ I 215 A1pN / 9 3 78D I13 78010a 180 M9 1560 E6 1896 MS 540101 660 IOS IVA 76D w6 74B In sea R1 18921a 68205 was 1120 RD MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Arerore 0.54•MN.O.0 I U4:8 ht0.10a A11m 4 NIA WA WA WA NIA WA WA NIA WA WA WA WA NIA WA 1267108 CAPACITY WHICH MAY BE USED TO QUALIFY
IAnttW/RC1fQ99 196109 195 So 225 DS 445113 822113 135709 140 YN 177109 970113 187 Ms 1 3321x9 1 41310 I RS
221 An 280 ros ADDITIONAL ANCHOR OPTIONS FROM THE
2Anclors 1.16'MIRO.0/F-0 g 240709 35010 NIA WA NIA NIA 18010 NIA WA NIA WA WA 3/1705 4421. Sfi01n ANCHOR CAPACITY TABLE, PRODUCT RBVISBD
av romplyfna with 1bo F7otib
1.250' RuildineCudo -0xl$.o
FIGURE I: FIGURE 2: TABLE NOTES: 13 1 an On
• • • • 0No
>yireifon Rate /ZD2)
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION SY II
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, MI Dade Fmducl
•111111111
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ;�� ,�i(YNJII kill
FIGURE 3: 3.94' \���,•''13GENSt•'••`P
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BES T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLFO CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL �
1
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 824,
FIGURE 4 FIGURE 6 FIGURE 8: �•'•., SG�rf_01-
• 6083-T6 AND BEA MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _� rfir.'•,,/LUNIO�'•' (j`�
• 045'THICK(f8 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICKAND A36.ALL %�ss r1�`
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i//S/UI�IA�-L s�
•
00 8#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. 1.26'X3.94'X.824' A.LYNN!MIR.P.E.
• MULLION FL P.E.#58705
TABLE 12A
Mullion Capacity
Tabta Ib ®��92�
Opening Width(ror7erdcary•spar9illg mfddorls)or Opening Haight(for horizante9y-sparWrg mthlare)
60 N 001n 701n 80 In OO In 1001n 120 N 140 N 160 in
Rectangular MWINW9. Ractan0dr TrePmlan9 ReclanOw 4apWarg. Reetangilr 7fapmup. RedwWu TrWTdag. Rectangular Toprmng Realmadr TtWnlep. Reel opts Tlaplredn0 Recbr,0r 9epmtMrg.
2%4x.26 hang LOadng LOadpg Loadna Leering Leadng Loafing Lowing LOadng LoadnO Leading Lome9 Loaft load g Losdag Lo4dng Loaft Leming P a
Alum.TubMullion
is D s �g
Lo
CNI
s g z � m ra
42 N 170,0 020 170.0 435 170.0 744 170.0 470 170.0 080 170.1) 506 170.0 092 170.0 619 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1466 170.0 521 170.0 1735 170.0 621 170.0 1903 170.0 521 0 1-
4891 170.0 700 170.0 621 170.0 OSO 170.0 001 170.0 902 170.0 030 170.0 1133 170.0 601 170.0 1276 170.0 STI 170.0 1417 170.0 600 1740 1700 170.0 880 170,0 1803 170.0 660 170.0 7207 170.0 080 Ui
546251n 170.0 747 170.0 603 170.0 090 170.0 631 170.0 1046 170.0 684 170.0 1105 170.0 723 170.0 5345 170.0 747 IN LO 1484 170.0 758 170.0 1793 170.0 768 1740 2092 170.0 768 170.0 2391 170.0 758 � �
114N 170.0 797 170.0 gig $70.0 950 170.0 891 170.0 1116 170.0 764 170.0 1216 170.0 80.1 170.0 1431 170.0 837 170.0 1694 170.0 856 170.0 1913 170.0 881 170.0 2231 170.0 661 170.0 2550 170.0 Sal UJ o 0
60 N 170.0 US 570.0 701 170.0 1063 170.0 791 170.0 1240 170.6 678 170.0 1417 170.0 944 170.0 1594 1711.0 690 170.0 1771 170.0 1033 170.0 2126 170.0 100 17x.0 2479 170.0 1083 160.0 2860 170.0 1063 m 0 �
83N 170.0 930 170.0 145. 170.0 1118 170.0 650 170.0 1302 170,0 910 170.0 1466 170.0 1016 170.0 1873 i70.0 1076 1740 1659 170.0 1122 170,0 2231 170.0 1169 168.7 2537 170,0 1171 145.9 2553 170.0 5171 F "�
68110 170,0 974 170.0 7119 170.0 1189 170.0 903 170.0 1391 1740 1002 170,0 1006 1740 1086 170.0 1763 1740 1165 170.0 1046 1740 1210 170.0 2336 170.0 1275 561.9 2137 170.0 1206 1329 2437 170.0 1200
m
72 In 1740 1063 170.0 076 170.0 1276 170.0 1000 170.0 1468 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2126 170.0 1307 USA 2184 170.0 1488 124.5 2184 170.0 1529 109.2 2164 170.0 1530 ? W
U)m df
.5 761. 170.0 1122 170.0 937 170.0 1346 770.0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1372 165.5 1960 170.0 1421 146.8. 19W 170.0 1505 123.0 1900 ISIS 150 1015.1 1960 161.0 1535. 92.9 1960 162.7 1531 0. ° b Z
78N 170.0 1151 170.0 067 170.0 1381 170,0 1118 170.0 1611 170.0 1250 170.0 1842 170.0 130 152.7 1861 170.0 1474 137.4 1081 103.1 16M 154.5 IWt 147.3 1473 90.2 1661 139.8 1459 069 1561 137.8 1454
90h 170.0 1328 1740 11M 1441 1396 136.0 1219 127.8 7398 1340 11011 111.8 13% 121.3 1170 99.4 1396 110.2 1162 89.5 1390 101.8 1147 74.6 1395 69.6 1122 63.9 13911 62.7 '7103 660 1398 70.9 1098
J Q 6r p�
as In 147.4 1229 161.5 1090 122.9 1229 127.6 1078 105.3 1229 171.2 1061 92 1128 80.9 1044 61.0 1229 89.6 1020 7&7 1220 52A 1010 61.4 1229 72.2 083 52.7 1229 65.9 977 46.1 1228 61.1 B07 h ��Z 00 C
1p01n 103.5 971 503.0 1177 SBA 971 60A 682 74.0 971 77.2 649 84.7 071 88A 837 57.8 071 61.8 825 61.8 971 50.5 815 43.1 871 49.0 790 37.0 071 44.0 782 32.4 971 40.8 771 l/J N
111 In 95.4 919 07.3 852 70.5 910 al.9 610 06.1 949 70.9 006 69 19 62.9 704 53.0 019 56.7 764 47.7 919 61.5 774 39.7 910 K.6 750 34.1 910 40.2 742 20.6 919 37.1 732 � •Ja
X
520 N 76.6 766 70.0 110 829 760 64.6 705 63.9 765 65.6 695 47.2 7118 4A4 000 41.0 766 44.4 077 37.7 788 40.5 66a 31.6 766 31A 655 27.0 768 31.0 641 23.6 788 28.4 671 �r N N
144N 43.7 016 442 504 76.4 540 37.0 408 312 60 31.9 491 Z/.3 60 2a2 455 24.3 ITIS 26.3 478 21.0 60 229 474 16.2 545 10.6 401 15.6 616 172 465 1&7 518 16.5 NO Q N Q Q 0
ALF 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 5.001
s
AnchorC• altyTibt•(ms) u�?
ANCHOR CAP.o,•,
Suba11e16 27kCDMIde a6econe. 06M(MAU FOedCMu Pr Wood Metal (DP,,,)X( )=NCHORCAP.,,,
NIS Flee 114.99 Elco NIC FJeo 1141 SS DID 710 Sled N128teel N12 Steel MULLION CAP.,,,.,,,,,
AnehorCUpP•ttema ^ee^0fm1e 3NCEleOlAmeon vd•EIeOUNeon U2men &tCFicOlRraem u4•EkOuaraean ANeGalor U11mcon A9grecabr saer(c�screff(m) Sues(m) USE THIS FORMULA TO OBTAIN THE'ANCHOR
E asNrce 1• z-v5. M.AA
-v5. ave• 5• z-v5. 1• z-v5. z 3-11w 21 0.45• 0.54• 0.55.7 CAPACITY REQUIRED'CORRESPONDING TO N
Embeallent on 1.34• 11174• 1-Wr 2' 1.114• 1-v4• 1.11V 1-1141 1.114• 1-174• z 159• 1516• rates ACTUAL PRESSURE REQUIREMENT FOR THE
2Anc 4.7SM1rr O.C.IStalaam or06e1C Ii
SW DS 390 Me MOM 1644 wee 2101m 2110 FA 954611 740100 374 wee 664910 9096 311911 442911 560 Its OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arc26a•MIn0.01atrMtm Clnelc 740M 740010 48515 14241011 WA 580te MIA 695 IDS NIA 1181)to WA 682ls 606 Its IUD led CAPACITY(FROMTHE TABLE)OFTHE SELECTED
6Arcnu9 1.71•MN O.O 1513ndarUor abet &5 In 050 946 M5 WA WA 705911 MIA 79D lbs MIA WA WA 1022 Its 1327 IM 168015 MULLION.IT WILL YIELD A MINIMUM ANCHOR
dAKrod sMln.O.C.1 215.0 ! 7110 W11 7 55ILs lags lbs otos 6W los MIA 760 lbs 74a1m gee lbs 1692 Us 612105 SWIts t1200e CAPACITY WHICH MAYBE USED TO QUALIFY
BArcron 3`M6L O.Q/ 215 AngleC 1 1170Ds 1170W11 :140 Los 2804 IED a 840 we MIA 1140011 1722®5 ISM Ws 2SM Its 102215 1321 oa 5680.11 ADDITIONAL ANCHOR OPTIONS FROM THE
9Arcroa 1.9d•Mh.O.C.lU4: In10.112CAl. WA WA WA NIA NIA WA NM WA NIA WA WA NfA WA 073 ANCHOR CAPACITY TABLE.
6Arcrol3 0.&•Mh.0.0./U-0 010.12E Alum WA WA WA NU WA WA NIA WA NIA WA WA NIA WA 21 101 PRODUCT REVISED
2 Ancron 2SC Pan.O.01F 37D VA 3701m 4915 71215 WA 200 W+ NIA 346166 NIA 44D Wm WA 341 Os 412101 5605 w complying wish SW Florkk
3Ambers 1.71•MkrL 0.41 F-U .1 409» 52510 379 IM 97315 NIA NIA 36915 NIA 911915 WA WA WAI 511103 1 561101 aa01m num e6u��6ro2)8.o3
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. e"iral('^Date 405.7
P
FIGURE I: FIGURE 2: FIGURE 3: FIGURE4: 000'. Mi
2 1
• • • • • • • TABLE NOTES: M1°^ �e►roduR
55111111II7j
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR OXY{ !
GENERAL INSTALLATION METHODS. `t'.•.•'•... (4c
• • • • • �. . 55OLNsr. P
FIGURE 6: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
• • • • 25NO, 4.000• _ �+; TJc.50705
• • • • 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
rr_
• • LOCATIONS. �(( � 1�!;
••. S��E
FIGURE 7: FIGURED: FIGURED: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �'�'•.s ATE 0F;•'
• •• • • (FIGURES 6&6) (CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �i S ••-• .ALL
• •• • MUST BE IN PAIRS. ALUMINUM SHALL BE GAUGE).STRUCTURAL STEEL TO BE AT 3-T6 AND BEA MINIMUM
THICK AND A36.ALL ANCHORS INTO MOF.126'THICK STEEL STUDS TO BEA INIMUM ETAL SHALL EXTEND AT LEAST 3 SE 33AND.046-THICKCREW 2'X 4'X.25'MULLION "A.LY()N�)M1 L•'R 55
•• • THREADS BEYOND THE MATERIAL#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.011410 S.S. A FL P.E.#588 05 E
TABLE 13A
Mullion Ca a T•blo absel
Opening Width(for,enica*sponni m4lDana)oropening H•Ight(for hwhortaiVsparnirlgml6'ions) r1
501n 601n 701. 80 in DO In 10oh 1201n 1401. 180h O
Rectuguta TmpMag. Ractktgliar TreprriiiaQ. RoctmWla Tlel MwV. RedanOdar Tnp/01snp. Ractmgula TrgdTdena Racfonglar 'fto seg. RsothnP4er Tia Mang. >mcla 7lspmlaro. Rea 7" Twiltam d
2 x S x,25 Laaalq towing 4w*o Laaan9 LoAnu Loaan9 Loaan9 we* Iosdkl0 .Loearo Loadro Loedkl9 Loaaro loaaro Loedre loaatl0 Lo4tDag I0aan9 g 0: 9
Alum.Tubs F 2> h Mullion q R eSd a
co
42 in 170.0 820 1170.0 435 170.0 744 170.0 476 170-01 1368 170.0 500 170-01 992 1170.0 519 170.0 1110 170.0 621 170.0 1240 470.0 521 170.0 148a 17col 621 1 170.0 177-3 f 11o.0 1 521 1170.0 1983 1170.0 1 521
481n 170.0 708 I Vto 524 170.0 05D 1740 584 170.0 992 170.0 030 170.0 1133 170.0 681 170.0 1276 110.0 077 470.0 1417 170.0 680 110.0 1700 170.0 680 170.0 1883 170.0 600 170.0 270'1 170.0 080 ? _
503251. 170.0 747 170.0 683 170.0 099 170.0 631 170.0 1048 170.0 Gal 170.0 1195 170.0 773 170.0 1345 170.0 747 170.0 1484 170.0 750 170.0 1703 170.0 750 170.0 2092 170.0 768 170.0 2391 170.0 750 a co
54 h 170.0 797 170.0 612 170.0 958 170.0 681 170.0 ilia 170.0 764 170.0 1275 170.0 8D3 170.0 -1434 170.0 831 170.0 1594 110.0 ase 17MO 1913 170.0 661 170.0 2231 170.0 eat 170.0 2550 170.0 801 LU O
60 In 170.0 685 170.0 701 170.0 1083 170.0 707 1740 1240 1740 076 170.0 1417 170.0 044 170.0 1594 170.0 098 170.0 1771 170.0 4033 170.0 2126 170.0 1003 170.0 2470 170.0 1053 170.0 2033 170.0 1003 W
03 in 170.0 930 470.0 745 170.0 1116 170.0 SW 170.0 1302 170.0 040 170.0 1408 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2947 170.0 1171 170.0 2975 170.0 1171
00 Irk 170.0 874 1140 700 170.0 1109 170.0 903 170.0 1361 170.0 1002 170.0 15M 170.0 1088 1740 1763 170.0 1155 170.0 1918 170.0 1210 170.0 2338 1740 1275 170.0 2727 1740 1288 170.0 3117 1740 1268 Z gm ,Gc
3 72 in 170.0 1083 170.0 078 170.0 1275 170.0 1009 170.0 1480 170.0 1128 170.0 1700 170,0 122a 170.0 1913 170.0 1315 170.0 2125 170.0 13x7 17D.0 2650 170.0 1408 170.0 2076 170.0 1519 170.0 3100 170.0 1530 W }I W
d 7a h 170.0 1122 170.0 937 1740 134a 170.0 1080 170.0 1670 170.0 1209 170.0 170{ 170.0 1372 170.0 2010 170.0 1421 170.0 2243 170A 4505 170.0 2892 170.0 1829 170.0 3140 170.0 1894 170.0 3580 170.0 1705 � D. rS9 Z
s N
3 701. 170.0 1164 170.0 007 170.0 1301 170.0 1418 170.0 1811 170.0 1250 170.0 IG2 470.0 4300L171.1.0 2072 170.0 1474 170.0 2302 170.0 1684 170.0 2703 170,0 1700 170.0 3223 170.0 1717 170.0 38x3 170,0 1798901. 170.0 1328 170.0 11N 170.0 1594 170.0 1326 1740 1859 170.0 1488 170.0 2125 170.0 1853 2391 170.0 1781 170.0 2650 170.0 1018 170.0 3188 170.0 2125 1589 3N3 170.0 7213 138.6 3413 1740 2361 z j Q N o9a% 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1822 170.0 2207 170,0 1794 2550 170A 1052 170.0 2833 170.0 2096 190.0 S199 170.0 2338 131.1 3109 168.0 2470 120.0 3199 150.1 242aZ •5081. 170.0 1694 170.0 1400 170.0 1913 7k0l70.0 22:11 170.0 1070 170.0 2650 470.0 2076 2781 170.0 2271 148.3 2781 181.9 2333 173.8 2701 140.4 2261 105.0 2761 126.9 2234 PLT 2165 118.0 2100 N1111. 170,0 1830 170.0 14W 170.01088 70.0 2293 170,0 1932 170.0 2821 170.0 2140 2632 182.-3 2245 138.6 2832 146.4 2216 113.0 2032 I2S.4 2100 07.6 2832 116.1 21ZB 85.4 1832 100.3 2000 a X(O201. 170.0 4771 470.0 1596 170.0 2125 84.4 2252 159.8 1a91 135.1 2262 141A 1881 2252 127.2 1830 100.4 2252 116.1 1816 90.4 22x2 90.0 1872 71.2 2252 06.9 1038 67.8 2262 61,4 1806 I- X
1441; 125.1 1584 129.8 1445 104.3 1584 89.1 1564 913 1407 78.2 1681 80.7 1390 68.6 1681 723 1373 028 1564 85.7 1358 821 1564 50.0 1330 44.7 15x4 402 1305 30.1 1x84 419 1263 d e 4V Z;i N N
ANCHOR CAPACITY ADJUSTMENT FORMULA: �w
An her Cavacltv Table be ANCHOR CAP.,,e,,,",
9ub3Uela 23kQncrela 3.5kODno. HokbwGM FaedCMU PTYAW Meld (DP,)X� )=ANCHORCAP.-
6/tMEko f/4•SSFJto 6�tWElea IrvssEtco siDsten 9126ted #123 ed MULLIONCAP.ao,,-
AnchorCllpPatteme Arcba7ype: yltl Eko tntnlcon Ip'Eko UYMaem 7118•E1co U%aam 1/4•Eko utrscm
Ul&aoan AppSS Fj[ utloem Appe4elot saewTeti screw(GS) BORw(U5) USE THIS FORMULA TO OBTAIN THEANCHOR
E Distance n: r 2-lir r 2-1rr 3-ur r ave• r 2.1/2' 2• 3.110' r 0.49' 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedmsnt(hk 1.914• 1-314• 1-311• 1714 r 1.114• 1414• 1.114• 1-Iry 1414• 1.Ife r tare• tam• 1•Ile: ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amh= 4.75-MI..O.C.r 6WWad a Offset .taw. amen 390100 Oso F. esu 2a 1aH%3 2TD%s leo ten 354 ma 7 wA 37410e 8841W 949 ks 314%a 44zlas Seo Obs OPENING,WHEN R IS LOWER THAN THE MULLION
4 mhm 4.88'Mb.O.C.16%ndad wOkael C .3: 760Ibs 760Ibs 000 Om 1780 The 3232%5 6102. 560lba 700 W 1480%s 748 lbs 1212 23 7892 We 602 M. Sas Us 1120 b5 CAPACITY(FROM THE TABLE)OF THE SELECTED
9ANhon 1.71-Mh0.OISWrhf d arose (Fig.4 11801ba 11001bs 1010 km 2595 WS N51 IUA 943lba WA 10551ba WA WA WA 13532s 1T7o2s 22401% MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Andra 3•M111.O.a 1 2K Cf 1 F 5y. 780163 TOD W4 880%s 15601bs 18981ba 6401bs Seo lbs WA 70ows 748lbs 880 IIA 18921bs OB2lbs 645 The 11120%s CAPACITY WHICH MAY BE USED TO QUALIFY
eANhbrs 3•MIn.O.C.1 a5A CkWIF :ak 1580Ib9 t5601bs 1350th. 3120lbs 3792%a 10MM 1120%3 WA 1520Ibs 1496W 17601bs 3704lbs I=Iba 1770%5 22402. ADDITIONAL ANCHOR OPTIONS FROM THE
wArchon 1.5-Min0,O7 as m I .7• 16801bs 2100lbe 1410 lbs 3760lbo WA WA 1320 Ls WA 1500Ib1 WA WA WA 204526 2654 Ws 33M lbs ANCHOR CAPACITY TABLE. PRODUCI•RBVISBD
4 ANh- 1.37 Mln.O.Q I U47 Into.1w5•Alm.Fl0.6 WA WA WA WA WA WA WA WA WA WA WA WA WA N!A 1430 Ws m camplyiu0 wflh gro F7o4i� .
8 Archon 0.64•WA O.C.! Into.125-Alum.(FIG.0. WA WA WA WA WA WA WA WA WA WA WA WA WA WA Ze81 TDs I--2.000--i Duitd'u4a Code
zArchon 4.65-MIn.O.ClF .10 39026 amen 450% eDo2e leis lbs 270ku 250 IDS 35423 140% 314 IDS U3sIDS NOW 34129 4421% swlbs AcaplencoNol6'o'138.og
+Anotias 1.71'Mn.O.C! .11 5902. 700 WO 505100 1200 the WA WA 4TO Ibo WA 53326 WA WA WA 6521b3 085lb6 112023 .250• B*IDafte
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: B
FIGURE II FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES:FIGURE fO: FIGUREII: 1)SEESHEET 1 FORINSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ONProduct
11111 1111
LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �� L t/1p1 rr
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ���,•'4tGFNS(
• • s s • 0.000• `i': )i
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS - tlD.50705
• • • • • ' '• • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON �•' =.
FIGURE 5: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. //�� b - rx
ANGLE •tl `• 111
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED )� 5•i1T�OF /.
• • • • • • •
(FIGURES
CF URES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 650.WOOD SHALL BE PRESSURETREATEO ;U,p'•, p,. \•
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BEA MINIMUM OF.125• (C
MUST BE is��
• • • • • • • • USED IN THICK•STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO 1 111.
Pam- BE AT LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWI E 2•x 8•x.25' A.LYNt•J'tM11LL�R,P.E.
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#68705
TABLE 14A
MulllonCapacity Table Ibarltl •��J( K
Opening Width(Imenka*spanrigmWom)crOpenln9Height(for hDdzontB sperrirgmLftn3) W�pG
rA In 60 In To In 00 In 901n 1001n 120N 1401n 160 In itadl O
Rectmgula 7tapilau+g. ReotonguWr 7toW(dang R�olengalu TnpTdong. R4cUrduiar TnpRdup. Raten9ular TreplTdrg RecWpWu Tn1prlleng. R4olmpolx lieprideng. ReelapWar Treplrrlang. Re4lenguia TraplMeng. e.
1.28"x2.11" loading taaAV Loading LOX" lne&V Loading Loading Loading loading LoaSng Leading Loading Loafing Loading Loading Loodn9 toodity Lmdn9 8y�
xTubeM Mull I dg a � Ig $ �'
L
42N 140.2 87B 767.0 428 120.2 b28 140.0 419 103.0 528 1358 414 80.1 628 134.8 411 80.1 67B 1341 411 721 610. 131.1 411 6D.1 626 134.1 411 61.8 628 134.5 411 45.1 628 134.1 411
45 In We 403 1050 333 8D.5 403 843 925 6fl0 403 eB4 320 60.4 403 81.4 317 63.7 403 79.5 315 4a3 403 Me 314 40.3 403 76.6 314 34.5 403 756 12L2
403 76.6 314 -j ILI
(d826M 823 382 91.0 301 658 3B2 7fl3 291 656 382 71.8 289 67.6 382 87.2 266 457 361 64.8 764 41.2 3tQ 83.8 283 343 382 63.5 203 29A 361 83.8 382 83.6 2B3 �L
{,
54 In 67.8 318 74.1 287 56.6P213
64.2 281 456 316 57.7 258 424 318 63.5 R59 37.7 31B 50.8 250 33.8 318 40.6 249 283 31B 49.1 248 212 318 49.1 318 49.1 243 W - p
60M 49.5 266 63.1 218 41.2 45.7 214 35.3 256 40.7 210 30.9 256 37.2 207 27.6 258 34.8 204 24.7 25B 33.4 203 20.6 2% 32.2 201 17.7 258 322 268 322 201 :3 U83 N 427 234 45.6 200 Me 341 185 30.5 234 34.7 192 257 234 31.11 189 23.7 234 29A We 21.4 231 28.0 184 17.8 234 20.8 163 15.3 234 285 231 26.6 163so N 37.2 213 39.4 183 31.0 337 178 26.6 213 28.6 170 23.2 213 27.0 173 20.8 213 251 170 150 213 237 189 156 213 272 167 13.3 213 22D 213 22.0 768 Z ()
e
72N 2&e 179 30.1 166 mo 258 162 254 778 226 149 17.9 178 20.3 147 1S9 179 1fl7 f4576h 243 181 25.4 140 253 21.6 137 17.4 161 18.0 135 542 151 17.0 133 Z
7a In 225 162 73.6 133 as 152 159 131 151 152 17.5 1IN N r
E ANCHOR CAPACITY ADJUSTMENT FORMULA: Q N
AnchorCe scifyTable Obs) F-
ANCHORCAP.,..,„. Q r Z a o
SLeGuaw 21k COMM SAK cmc. IMBae CMU FMMCMU PTWOW Mdel (DPw)X( )=ANCHOR CAP.", l0
6116•Eko 11CSSEko 5FIVEko 114"SSEco 01061ed 452Steel a12 Steel MULLION CAP.,,","„ N Jf
ArehwTVpC 911(PEko Ulram 1/P EIeo U3rBem 3r16•EkoUAncon 1l4'EIcoUlBaem W N
AnehorCllpPalNme urtncm Agge611M wnem AD>eclxor Semw(c15)serox(DS) Screrr(C75) USE THIS FORMULA TOOBTANTHE'ANCHOR � K Y Y
ELMeL711aze r wir r 11rr a•tre• r 24w 1• alrr r 3•ve• z OL Q. osx4• CAPACITY REQUIRED•CORRESPONDINGTOAN G) rn 4p
Embe==d 154• I-wr I-v'r 1977 z 1-tu• 1-v4' 1-v4• 1-114• 1-t74• t•v4• z 7.39• t5'a vanes ACTUAL PRESSURE REQUIREMENT FORTHE U N Q
4Amhma 3'MnO.a7 WA a / 1' 780ILa 780 ms W0103 155oas 18BBk4 640®9 m01b1 NA 7601b1 746100. BB01os 1B02ea 6629n MIM 14W 105 OPENING.WHEN IT IS LOWER THAN THE MULLION Q r Z O O
CAPACITY(FROM THE TABLE)OF THE SELECTED 0 min to
MULLION.IT WILL YIELD AMNIMUMANCHOR K
g
CAPACITY WHICH MAY BE USED TO QUALIFY V -�
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. 1+1288,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I f RODUCT REVISED
T os eomplYlnawith the Finvidl
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. I Building Code
FIGURE 1: Aeaeplanm �(o'O11b•oS
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. � �Z�
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. B
2.118' y
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Dade
ANGLE CLIP MUST BE USED IN PAIRS. 125• 11:1 I I i r r
4)SUBSTRATES:CONCRETE BLOCK CONCRETE O
NIT CMU)SHALLCONFORM TO ASTM G80.IWOO SNHALL BEPRESSURE-TREATED
S.HOLLOW AND D i .��\,o��i•�1 t' 'jI<<F�'�
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEAMINIMUM OF.126"
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X: MULLION ��•'
LEAST A25"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) .is jSO.58705 _
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. - -
�'.G{-
1u`
' S�N1L•OF
'"/S`SIONAL
A.LYIJ(41MILL6 P.E.
FL P.E.#58705
TABLE 15A
Mullion Capacity Table Ibailt)
Opening VAdth gonerticalVspalrirg mdb m)or Opening Height(for hodwria yspardrg mullions) �I a a
50 In In 70 in 50h 901n 15010 1201n HO In 15020 Fl O
Red or ThwIllmO• Rectenpular Tmp/7dag. ReelMp9x TrePllOang, Rect4np/er TWIT1200• P4ctenpdrr Tnp119vrg. ileclerigdx hepfmwq. Fieelarg114r Trep/fiterg. Rectenplx 7tePRNng. Reelenprw Trawmang.
3.2V'30 Lending IeWng leading Ladn9 LoWng Loadng leWno leaden leaft Loadng Loadng L00ft Loadng Leading Lading leading teeft Lmdna �X
DEO.AL ygg r $ g r
BAY MULL � $ �8
o �
42 in 170.0 620 170.0 435 170.0 714 170.01 478 170.0 866 170.0 508 170.0 992 170.0 619 170.0 1118 170.0 521 1170.0 1240 170.0 021 170.0 1468 170.0 521 170.0 $735 170.01 RUM 149.1 1740 170.0 521 J W
4e In 170.0 708 170.0 624 170.0 650 170.0 664 170.0 902 170.0 630 170.0 1133 170.0 501 170.0 1275 170.0 677 170.0 1417 170.0 680 1511 +522 170.0 880 150.5 1622 J70.01 080 1143 1522 170.0 680 _
50A25In 170A 747 170.0 583 170.0 888 170.0 031 170.0 tab 170.0 684 170.0 1196 170.0 723 170.0 1345 170.0 747 1843 1443 170.0 758 USA 1443 170.0 756 117.3 1443 170.0 750 102.0 1443 170.0 768 W o
64 In 170.0 797 1700 012 170.0 056 170.0 691 170.0 1116 170.0 764 1740 1276 17x0 $03 160.4 1369 170.0 637 144.3 1363 170.0 058 120.3 1353 170.0 864 103.1 1353 1700 881 90.2 1363 170.0 861 m M
to �I
501n 170.0 885 170.0 701 170.0 1063 170.0 707 187.0 1218 170.0 1170 148.1 1218 170.0 944 129.9 1215 159.5 938 118.8 1215 1521 924 97.4 1215 148.1 913 83.5 1216 140.1 813 73.1 1210 146.1 913
631n 170.0 830 170.0 746 170.0 1116 170.0 850 150.2 1150 160.0 503 IMA 1160 163.0 014 116.8 1150 14.9 698 106.1 1150 1342 805 07.5 1150 126.7 871 15.1 1160 1282 870 85.7 1150 1283 WO 5` W
5020 179.0 074 170.0 Tae 1szA +aa 165.5 eat 1W.a tae 44se 664 tu.3 tae 133.1 550 to.6 tae 1284 639 a9. tae ltae 060 75.2 tab feed 521 85.3 1040 to0.z ate szt fee 108.2 ale
Z l9.
721n 140.0 880 147.9 784 117.0 080 128.0 740 100.0 880 110.6 734 68.0 880 100.0 722 782 850 92.0 712 709. 850 583 703 587 890 793 693 50.3 660 76.6 668 MA 850 709. 689 J
7844 119.7 790 125.1 890 99.6 790 708.4 W6 .85.5 750 63.3 883 74.8 790 83.9 852 66.8 750 76.0 843 58.9 700 71.7 635 19.9 760 65.1 824 420 780 1121 619 37A 790 BA Bt7 Q �S
i TO In 110.6 750 1164 657 923 750 Sat 644 79.1 760 45.9 502 693 750 77.1 621 81.6 750 70•a 012 559. 760 65.7 805 402 750 599. 594 39A 750 66.2 588 34.8 750 55.6 589 Z m
OD In 721 650 74.4 500 00.1 583 629 491 51.5 663 a9. 453 45.1 550 489. 475 40.1 663 449. 468 301 581 449 402 340 50 302 452 28.0 663 33.3 44S 225 683 31.0 442 Q
H W a so#o
081n 69.4 495 01.1 443 49.5 495 51.5 435 424 495 44.0 427 37.1 495 30.8 421 33.0 493 38.1 415 29.7 495 333 409 24.8 405 28.1 400 211 495 20.6 384 IRA 495 25.0 390 TA W� n 8
1081n 41.7 391 429. 353 34.0 391 35.8 348 29.0 391 31.1 342 20.1 391 279. 337 231 391 24.0 333 20.9 301 ne 328 17.4 391 90.7 321 14.9 391 17.0 315 G 52
111 In LU
35.4 370 383 330 320 370 33,0 330 27.5 370 28A 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 20.9 312 100 370 18.1 703 Ul N
120 m 344 317 30.9 269 25.3 317 2e.0 281 21.7 317 22.5 240 10.0 317 199. 2784 18.8 317 179. 273 Q 0) Q O o
I"In
WA 220 17.9 203 a 2 Z .can)
B 1 ANCHOR CAPACITY ADJUSTMENT FORMULA,. €� �
Anchor C6 Itv Table be ANCHORCAP.,„,u
Sutouge: 2.7k Coeaate 3.5%Caw. Hollow CMU Feed CMU PT WJIMS16so
ale1 (OP-)X( }=ANCHOR CAP.,,,
U161 Eke I/4.88Eko 191r Elco 114•SSEko B108kel 2 Sled MULLION CAP.,,,,,,,,•.
Anchor Clip Patterns �nclofnar 311rEkoUlBMon UPSloeUxacon uUma 91trEkoUitrxan tl4 EkoWrecon A09mGelar Uemcan A09reGawr Scmw(G6) w(05) USE THIS FORMULA TO OBTAIN THE ANCHOR
Edo.Cismrwe SO I• 2.11rEI&C
212• sur r 2.1rr r 21111 r 3.118• r 449• 324• CAPACITY REQUIRED'CORRESPONDING TO AN
Emt3:Mlex M): 114• I-L41 "4' r +-111• 1.54' 1-414• 1.114• 1-114• 1.114• r talr ena. ACTUAL PRESSURE REQUIREMENT FOR THE
2Anolwm s•7AmG.C.r 2452 C4a1111n33905eeoea II00@s 27o9w 280150 354 ma 74ame 374166 7200rs 84e1w 341101 90984 OPENING,WHEN IT ISLOWERTHANTHEMULLION
4 Amlwm 3.r Mtn O,Q r 245 A ars I tFq.27. 50 me750 203 1570193 2525915 die na 5901684 WA tt201m 74B tw BW Me 1802103 502 roe 120 ibs CAPACITY(FROM THE TABLE)OF THE SELECTED
112Ame 1120IDI2246lav 2254443 w9. 8401ba WA 10591bs WA 1320 me WA 1022 me 6so Me MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE 11RODUCr REVISED
FIGURE 1: a W-Plyins with the Flood
TABLE NOTES: Building Cod0
Acceplence 445 Irro'LI$.q0�3
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. PlmlimDate fVSI
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. I)ed0lmdu.ct I I
FIGURE2: t r
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. •125•
a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' ` ? £i?SE Fn
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
3.260' :'- )0.:58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED
e YELLOW SOUTHERN PINE WITH AN SG OFD.65.ALUMINUM SHALL BE6063-TS AND BEA MINIMUM OF.126'[a ,
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY "�(}!$�� </
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ',� STATE OF ;•
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. C� F•f OMQ..-''SCJ
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. /, t�`
A.
AN M(I:LEIR,P.E.
FL P.E.#58705
RL I-16A o� p•
MullionC Tabes libeWl �J{
Op•ningVYldlh(forvert] ysparrirgmta&ore)or0 •nin H#Ipht(forhormol9a*spemlrlpmlAl0ns) M �
SO In win 7010 8010 901n 100 k1 1201n 140 In 1601n
Rmwpdr TWOng. Reclangula Tmprrdan0. Rectangular M&OTilmo Redanp4ar Tmprrdanp. RactapAr 7lap/Tdng. Recianplr Tnprfdaq. Rxtaltplr 7tpJTden9. ReWnpdr 7lapyManp. RecWpdr 7h�/0Iat9. g u
3,26•'46 LmdDLoadra Loadn9 Loa6ap lnadlq Laadn9 Laadng Loadn9 Load06 Laadng Loadng LwAng ImdnO Laadnp Lmdnp L0ockv loedcp 6 D
DAY MULLDE0.AL to
��' d 8� � �' � do fill ^ 0 1 as 1, h 1 11 00
NN
42h 1700 620 170.0 435 170.0 714 170.0 478 170.0 886 1780 606 170.0 082 110.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1071 1700 621 J W
40 In 170.0 708 Woo 524 170.0 850 7700 Seo 170.0 982 170.0 SM 170.0 1433 170.0 801 170.0 1275 170.0 677 170.0 1417 170.0 SM 103.7 1637 170.0 860 140,3 1817 170.0 680 172.6 1031 170.0 680 � a, N
50.025 in 170.0 747 170.0 503 170.0 IN 170.0 an 170.0 1010 170.0 ON 170.0 1165 170.0 723 170.0 13451170A 747 170.0 1494 170.0 750 147.1 1552 170.0 756 126.1 1652 170.0 750 110.4 1652 170.0 766 W O
541n 170.0 717 110.0 812 170.0 958 170.0 691 170.0 111a 170.0 754 170.0 1275 170.0 1103 170-0 1434 170.0 637 1562 1455 110.0 650 120.3 1455 170.0 001 170.e 1455 170.0 601 87.0 1455 170.0 651 m OF
6011 170.0 665 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 876 157.1 1309 170.0 044 139.7 1309 170.0 188 125.7 I= 153.6 994 104.8 1301 157.1 962 88.6 1309 157.1 982 7a.6 ISM 157.1 982
40 fA
63 In 170.0 930 170.0 749 170.0 1116 170.0 eso tete 1247 110,0 940 142.6 1247 1e45 983 120.7 1247 152A 905 114.0 1247 144.3 652 950 1247 1302 936 01.4 1247 135.7 935 71.9 1247 1357 015 W
6610 170.0 674 170.0 789 170.0 1106 170.0 903 140.4 1190 103.7 006 129.9 1180 147.9 946 1184 1160 130.6 926 103.6 1190 12A4 914 60.6 1160 110.5 888 74.2 1190 1181 IOJ 84.9 1190 1101 693 j
C 72M 161A 1010 169.8 677 134.7 1010 144.6 659 1114 1010 127.2 542 101.0 1010 114.1 US 818 1010 1050 517 80.6 1010 BOA e07 [1&4
1010 90.0 795 57.7 1010 07.9 790 505 1010 87.7 780
Z
7610 137.4 000 143.1{ 712 114.6 9440 1x20 775 981 906 101.1 761 85.9 806 98.2 749 70.3 908 062 736 e8.7 Bob 023 729 BOS 74.7 718 40.1 906 71.2 710 12.9 908 70.0 706
7a in 127.1 am 1325 764 105.9 eel 11x.5 738 90.0 801 98.5 725 78.4 661 4401 713 70.6 851 81.0 703 W.6 WI 75A a94 561 60.1 681 _45.4 601 04.6 676 JIT e01" 81.7 972 Z Q Q N C
00 h 02.7 048 554 $74 60.0 616 72,1 664 59.1 516 6x.9 654 51.7 &0 60.1 645 40.0 616 50,8 637 41.4 810 47.0 530 640 415 519 29.6 015 302 511 25.0 04# 385 507 F W Z W o
95 In 682 5% 70.1 506 50.0 556 59.1 499 46.7 568 51A 491 42A 568 45.6 403 37.9 586 11A 470 34.1 565 361 470 658 33A 459 243 660 305 4'A, 213 508 20.7 M7 1n UJ
Ica In 47,9 440 40.9 405 39.9 449 41.2 329 S42 449 357 393 26,9 M9 31.7 387 280 449 280 352 23.0 M9 2a1 377 449 x27 308 17.1 MO 20.1 361 15.0 M9 109 356
"I'S
11 h 44.1 425 450 385 3e.6 421 37.9 371 SIX 125 528 373 27.0 425 20.1 MY 24.6 425 20.2 362 22.1 425 24.0 358 426 207 350 165. 425 16.0 343 W
1 p N N
120N 34.9 361 35.5 331 29.1 384 20.6 328 243 381 26.0 321 21.0 384 22,a 317 114 364 205 313 175 364 1 15.7 309 U Ln Q Q f0
�
144 In 1 20.2 253 29.4 2JS 16.8 253 17.1 230 a Z m0 O
TABLE 16B NNCHOR CAPACITY ADJUSTMENT FORMULA,
An horCsoveltv Tabes IW ANCHORCAP.,�„_ �
805111119: 27kcmmta 15koom o4ovCMU Filed CW PTWood meld (DT;,,)X( )=ANCHORCAP.a,
y18-Eko VVSSEka 5116'Eko -SSEko 01061W #1261MJ #1281ad MULLION CAP.,,,,,,,,.
Anchor Clip Patt9m8 AncbcrTypa S1t8•Eko Ullnean 174'Elco Ueleeon Y18•Eko Ulkxoo- 1M'Eka V6ucon
Vlueeon AppeGalor unaean A9914GaIr 8cmr(a5)Berow(65) seiew(os) USETHISFORMULATOOBTAINTHE%1NCHOR
Edge of ranee OnI I- zlr2• j780
2.ITr 3•V61 r x lrr 1• 24ir r 3.118' r 0.40• a.m. 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN
EmDedm.M3 1374' 1374• P 1.314• r 1A4' 1.114• 1-V4' 1.1/4• 1-1/Y 1-V4' r Carer taro• rotas ACTUAL PRESSURE REQUIREMENT FOR THE
2Anomn a•Mtn.o.c/ 2■5 r .1 3B0Ibe 39024 Wa 890®a 1700•a 270 1011 260 m9 J54Ib1 7401m 374108 720loa 94ewa 3asms ague 560ue OPENING,WHEN RISLOW ERTHAN THE MUWON
4 Anctom 3.5•Nin.O.C.r Ri 2�5 1(Flp.xk 7so ms 780I6a •s 197015 2525 Na 540.4 56015 wA ttxo lm 740103 8800e te921m 802 La ease. 11201m CAPACITY(FROM THE TABLE)OF THE SELECTED
B AnSbon 171.fAh O.Gf 285 An CO 1 .9 11x0Iea 1120 t6c 9u 2x4615 x25/11 NU 04015 w 105815 WA 1320 os WA 1072@! 1J2T ma 1680 HIS MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE. PRODUCT REVISED
FIGURE 1• w CamPlyin#with 9w Florida
TABLE NOTES: B011d1ng Code I�o'O�.Ia.eps
AacYptenCo No
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. E Ida Date
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE Mi product
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `��1�s 1(LYNN lw/� llii�
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45• U (('
• • • • FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS `\�r,•'��GfplSr"•.'1�
�: '•.is
4)SUBSTRATES,CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250• plo.5670.
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -_
• • 1 • 0 -TSYELLOW SOUTHERN PINE WITH AN SG OF 0.55 ALUMINUM SHALL BE 6063 AND BE A MINIMUM OF.126" - 0.
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)STRUCTURAL STEEL TO BE AT -0
45•BAY -0 6f ti`;
LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION pl. OF
• • THE MATERIAL.#10 R#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. %n,�'•., �•r Ortlpi",r ��,
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ��j SS((}r �L. \%
A.LVN6,)Ajtt-F ,E.
FL P.E.#58705
j 1.000° 1.00D' t- 1.062'-�
.003' 5' " a �
.062• .125' �{1--•125' q.06?'4.000' 4.000' 4.000' 2 .125'TAND RD CU All ' � 2X5ANGLECLIP
2.625' 2000
-125• X-SECTION U'�P 6083-TB ALUM.
I 6063-TBALUM. I X-SECTION .126'.125 126' XSECTION L.031' O �a N
125 1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
,155' DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE �
376' 375' ANCHOR O.C.DISTANCE.MAXIMUMANCHOR m OC a
1'X4'X.125'� 1'X4"X.$76" 1'X4'X.375' HOLE DVtME7ER ANCHORO6UIETER+1/16'. W U) p° O
MULLION MULLION •T'-MULLION 5.500' m Z m ~
6063-TB ALUM. 6063-TO ALUM. 6063.70 ALUM. 3,125• CUT HERETO 375• 5.000 376, O ID (A
X-SECTION XSECTION XSECTION •375 -'4._CREATE FCLIP,SEE MIN. ? O)
MIN. I DETAIL F.SHEET Z'
1.250` .375" Z W m g
--------- I i------- CENTER OF '--------- -----------1 .375' l]
1,250' t2W I I I I I ANCHOR HOLE 1 I MIN. = 0.0 Z
1 1 1 I MUST LIE WITHIN 1 1 ¢I ,�
1 I 1 1 I THE DASHED { I J r .t
I 1 1 1 I F 11
BOUNDARY.SEE j Z Q N 'p
2.875'E --- --- E SHEETS 620 FOR F y-_�- ^-,_t Q Z.Z O`D
I I I 1 7HEANCHORO.C.
3.94' i I 1 i I F 1
MAXIMUM M j i Z
3.250' 3. I I I I ANCHOR HOLE { 1
4
I 1 I I 1 DIAMETER: i It J Y Y
.100` 00' I I I I ANCHOR H -1 � N
.1001 LL ------J L------ J L---------------------J (� = Q
I - DIAMETER+1/18•. O O
Z
_ 2X5ANGLECLIP $ m0�D
.100' 4• 624' rt STANDARD CLIP LLCLIP 6063•TBALUM. Fg �
-moi .820'Fes- 1 +1 .820" h" +i .820' f+- CENTER OF ANCHOR HOLE MUST LIE 6�T6 ALUMiEW 6083-TO ATOPIAEUM TOPVIEW
WITHIN THE DASHED BOUNDARY.SEE
1.25'X326'X.100' 1.25X3.25'X.624' 125•X3,94'X.624' SHEETS 620 FOR THE ANCHOR O.C. TABLE TABLE C,CONT.
MULLION MULLION MULLION DISTANCE MAXIMUM ANCHOR HOLE Dlmena0n Vtdus(In)For M6lllon: Dimenelon Value(In)For Mullion:
600675 ALUM BMS-TS ALUM. 6DOST5 ALUM. DIAMETER:ANCHOR DIAMETER+1118°.
1.X4'X F 1.9 8 1.25 X3.25'
XSECTION XSECTION X-SECTION G 1000 ,125, G 0.500 X.624'
H 2680 Aluminon H 1.438 Aluminum
Qr'
3.468' 5.500• I 3.OD0 Tlbe MuD'ion 1 3.250 Tube Mullbn 375° 375'MIN F 3.187 1"X4'X F 2.625 .2b'X3.84'�1.37T' '1�• O 0.7b7 .375 G 1.125 X.624'
___ __-� ___-___ H 2430 Alumblum H 7.500 Aluminum ,.MUCrREVISED
Ir I 3.000 Tube&"T I 9.250 1Uba Mullbn cm complying wide No Florida
IF 2250 1.25,X325, F13 30'Ba MuD BuildigCode
.125" I G 0.760 X.700' F 2.876 45'9e Mull AcaeplancoNo(I;p-DrLI$.09125' 1500 Aluminum pimf Dete x.3D' 2.2 W I I3,250 Tube Mullion gyI I I H I 11 product3.250 45•BAY M 1 TABLE D
30'BAY MULLION 8063 T8III I I POT PeRM ��6063-TBAWM. I X-SEC -------J Mull Oimanrlan •....-.,,(aboot8) Mouton Std.Clip Offset Clip U•Cllp Angie Clip � O (X-SECTION 1-X4•X.125'(10) 69364 686171M 6581722M 666241M SM518M : yNOFFSET CLIP.1254 6063-TB ALUM. 1"X4'X.376(17) 66010 688112M 6061123M OSQ42M 666510M ; rp70226' (-981"-f .228'3 �-.981'^ TOPVIEW 1'X4-X.37S"P(11) 88653 t�B112M 6681723M 666242M 688519M 1.10••1
NOTES: •740' 125,X325'X.100'(13) 20160 6681127M 6661124M (I862410M 6865115M •�• IL
1.26'X3.25•X.624'(14) 20161 6661120M 001125M 6682411M GNS116M
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ;rA W
1.25'X3.94•X.624'(15) 20162 66B1117M 6861128146W241M 658577M A S \
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Dogma(19) SW49 WA WA WA 6665110M �����'•.FtUR��A'���;�
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 pepno(20) 68850 WA WA WA 8865111M �r S NIA'tit 4� ,��
A LKN J�11#tl R,�.E.
FL P.E. 58705
TABLE E
Mull Dimension PGT Part# a �
(sfleetl� Mullion Std.Clip U�Ifp Angle Clip i -�r •125" -�x.126' .I I» ,126" ���
2"X4"X.25'(18) 88802 6613261M 666271M 0665113M
o
7rI- c F
2"X6"X.25'(17) 66604 666262M 868272M 8885113M I STANDARD CLIP I I U-CLIP 2X6 ANGLE CUP Axa tp,Ss
8063-78 ALUM. 6068-TS ALUM. 6063-T8 ALUM
2.000' XSECTION 2.125' I XSECTION 2.000• XSECTION LO
NOTES: N
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 1 125• 1 •126' 125' AS•1 m r
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L T Z I0)
2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I--1.490'--I I O W
HOLE LOCATIONS. 1.490'
3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 6.500, V CO)
CUTHERETO 6.000' 375" W Tn OC 0
2.000" 3.500• CREATE F-CLIP, m
376' t I_SEE DETAIL F, 376" 9 376• MIN, Z rD
MIN. r sHEETa MW. O 1O
w � J
r-------- ------ --------z -- -- Z
1 T---------------------� W w TL
I I 1
IL S Z
4.000'
260. -I-- --- --1- 3.438" + 3.438' re j--------j 1- U <_
`o
2"X 4'X.25' 1 I I I Z ❑ N
MULLION I 1 3.438' I I a Z Z
6063-TB ALUM. j I j I I N Q 1 oO
X-SECTION I I I .375' cn Z m
LZ_ 1 __-� -
IL--------------------- MW. W ❑ `1 Y
-- - J � Tn
�- STANDARD CLIP 2X6 ANGLE CLIP
UR 2'X 8083.7LALUM. Q
CENTER OF ANCHOR HOLE MUST UE 8063.76 ALUM. SED FOR Y X 4'MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 8063 TB ALUM. 0." Z s� N
• Z WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW A X-0 0
SHEETS 6.20 FOR THE ANCHOR O.C. TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. §d"��
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE
DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 1116'.
SHEETS 6.20 FOR THE ANCHOR O.C.
5.500" DISTANCE.MAXIMUM ANCHOR HOLE
-2.000'�i 375, 3.500' CUT HERE TO DIAMETER:ANCHOR DIAMETER+1116'.
�{ CREATE F-CLIP. 5.000"
I SEE DETAIL F, •`�b� .376'
MIN. r-SHEET MIN. rt MIN.
.375'
1 I I I
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I I I :'ReDUCT REVISED
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.250° 8.000• -i-- �-- --i 4.888' t 5.438" rC +--------I Mi pro"
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PENS •. A
MULLION
2'XB'X.26'
608&TB ALUM. Ido.58705 •� _
XSECTION I I
.376'N. _-
`-------- ------ --------' - L---------------------� MIN. :•11'. //F Ib :•�-_
STANDARD CLIPL U-CUP 2XSANGLECLIP %�(C•''�;ZOR19 F•.•',�`�
.250' 6063.78 ALUM 6063.78 ALUM. 6063-TOALURL
TOP VIEW USED FOR Y X 6'MULLION,SHEET 17 TOPVIEW � \\\\
TOPVIEW A.LYNN Yv1111 R,P.E.
FL P.E.#58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 P.F.
w
NOANCHORS IN HEM 1)INITIALLY ASSUMING THAT 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING ® Q� u
-- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF+60,01-60,0 THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEM LARGER SIZE AVAILABLE' a
NESEE 6EE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.376'MULLION(LENGTH=72',OPENING WIDTH-70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1.58.3 PSF AND WOULD
FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION, c °
PRODUCTS SHEETS sY
APPROVAL 2.3
FROM TABLE 4A,SHEET B,THE 1'X 276'X.650'MULLION(LENGTH.72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1.727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THEUj
72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. C4
MULLION
LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CUP WITH(4)912 ANCHORS AND THE 2X6
10
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N� �N-
/ OET�iu s, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS UBED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL J� W
SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J LU
23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. of A to
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, ISI �o a 0
NO ANCHOR9IN wlNnowSILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: OT m ~
32' 32' JI
-11-MULLwIDTn 63BLBS
(6D PSF)X( )=5249 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) m �.
oPEwNG WIDTH 727 PSF 7
z
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3i8',THE OPENING REQUIRES A �
DESIGN PRESSURE OF+50.01-55,0 PSF. r a•
FOR THE VERTICAL MULLION: 7 Q N O
1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 3Y+72'+1'=105'AND THE OPENING WIDTH IS 38+38+1'=73'.REFERENCING SHEET 25, a Zz:THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILLo p�
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0f 55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. S
CL Y Y
MULLWIDTH FROM TABLE 3A,SHEET 7,THE 1'X 2.75•X.376"MULLION(LENGTH=108',OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15A PSF ¢
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V W Q CN
FROM TABLE 12A,SHEET 16,THE 2'X 4'X.25W MULLION(LENGTH=108',OPENING WIDTH=60')HAS A DESIGN PRESSURE OF+/-64J PSF WHICH EXCEEDS THE REQUIREMENTS d•gg-jl] Z ytj) y
DETAILS,
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. €o o h
SEE
32' FENESTRATION SH2ETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2"=74',NOT 73•AS PREVIOUSLY
PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL THE 73'DIMENSION(35.112'+35.1/2'+2'=73').
I r r- 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE W THIS EXAMPLE,ASSUME THE POURED
VERTICALI i CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THEW.CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION -I SEE -� USING THE STANDARD CUP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 24/2•GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH DETAILS, DETAILSEE SEETHEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS.
h
OPENING SHEETS za SHEET3 FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BEA 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALANO VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HORIMULLION 72' MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED
1 THE MULLION LENGTH IS 36•AND THE OPENING HEIGHT 15 32'+72'+2'=108'.REFERENCING SHEET 25.THE COLUMN USING TRAPEZOIDAL TRIANGULAR LOADING MAY BE us comp%u2y wish Oa FlorllL
USED.FROM TABLE 12A,SHEET 16,THE 2-X 4'X.250-MULLION(®LENGTH=42'.OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE Actt��d�lro•011 s-0 J
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. pimHpn Date /1021
SEE
DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By
SHEETS WIDE•IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE,USING THE 2X5 ANGLE CLIPS WITH Mi Dade Product
14
ff
23
(4)3/18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED 111 I I 1,
ANCHOR CAPACITY OF 521 LBS. `���Oo %. 1 14 21l(
3S',HORIZ. I 36•,HORIL
MULL LENGTH I`"MULL LENGTH 4)FORTHE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THEU-CLIP SHOWS THE ANCHOR >��.•'............
'•.
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS THE
OPENING WIDTH FORYERTICAL MULL ANCHORTYPEIS A#12 STEELSCREW.
FROMTHE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION; •p ,
+1-170.0 PSF FROM THE 36•HORIZONTAL MULLION ATTACHING TO CMU; -�Q'• (�U�
+/-170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). - ��'•, S'Ai E O- J`
THE LOWEST DESIGN PRESSURE ISy84.7PSF AND WOULD APPLY TOALLOFTHEMULLIONS. %`�'•.,�L0 10P.•'i:�
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 A.LYNN MIBL��2,P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING:
C!
I d'�0O
PW PW P Ila:
/ /_ / /
SH1DN SHA7H SWDH SH1DH PW PW
F-
4 � 4 4 4 r r
LLI
z
W o� o.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I / / / / m
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
[� cj HINGED J
I DOOR �
1
I
GD ? a m
I -i LOADING OF VERTICAL MULLION
PW
j LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d
PW �/ I Z rn p
Zgm
1 PW
/ / IPW M.H
In Z_
SHlDH SHIDH1-
101 SHIDH SWDH d eJ O
Ix
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION ! /• r r co
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION ; r�
PW PW HR
I - -
I
LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
I MULLION
PIA
HINGED I NOTES:
DOOR PW _ PW I -6WOUCT REVISED
- I u complying With Wa Florida
I _ 1)DRAWINGS ARE Building Code
RERESENTATIONSOFTYPICAL AeocplanoeNa O
I PW CONFIGURATIONS. imli Dna QO�
PW CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM By
Da - THOSE SHOWN. Minot Product
(r r r 1 2)IF THE LOADING TYPE CANNOT
YV� I BE DETERMINED,USE �� n��•. �/( ��
PW PW i PW RECTANGULAR LOADING. `��t�.•'•�,\!%FI�SF••'Xj•
/ 3 SEE PRODUCTS'APPROVAL FOR
I ) `-~ i::, N0.TiU70G
r ACTUAL ANCHOR LOCATIONS.
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I :-
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ; `r �'"O '•v` r_,(�
SGD ". 1'. STTIEOF
1
LOADING OF VERTICAL LOADING OF HORIZONTAL p�LNNN11Ri�\E.
MULLION MULLION FL P.E.#58705